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BP-03-1659MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305- 795 -2204• Fax: 305- 756 -8972 Permit No. BP 2003 -1659 Date: 5/22/06 Certificate of Occupancy The following address is issued a Certificate of Occupancy Name: VILLAGE DEL MAR Address: 1200 NE 105th STREET City Miami Shores State Florida Zip 33138 This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. however, this certificate does not constitute any representation or warranty. Building Officials Approval: (Rev.9/29/2005) Clan • Grande CBO Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /6/2004 Applicant: VILLAGE DEL MAR Owner: DEL MAR JOB ADDRESS: Building Permit Permit Number: BP2003 -1659 DEVELOPMENT VILLAGE Page 1 of 2 Contractor FRANK ADRIAN CONSTRUCTION CO. Contractor's Address: 7142 S. W. 158 PATH Local Phone: 305/796 -6090 Parcel # PARC2003 -29 Legal Description: Fees: FEE2004 -9897 FEE2004 -9898 FEE2004 -9899 FEE2004 -9900 FEE2004 -9901 FEE2004 -9902 FEE2004 -9903 FEE2004 -9904 FEE2004 -9905 FEE2004 -9906 Description Building Fee CCF CO /CC Notary Fee Training and Education Fee Technology Fee Scanning Fee Radon Zoning Review Builders Bond Total Fees: Amount $12,500.00 $300.00 $450.00 $5.00 $100.00 $312.50 $210.00 $160.00 $120.00 $300.00 $14,457.50 Total Fe44,457.50 Total ceipts: $0.00 0 ea, Permit Status: APPROVED Permit Expiration: 10/5/2005 Construction Value$500,000.00 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. 02003 -1659 Master Permit No. Permit Type (circle): uilding ; Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ti t 1.4 .46-6 'v►.4a D Ph # eo ' -- Owner's Address /S5 Arc in- Sr * City dm.; Tenant/Lessee Name State F Zip 33P 1 Phone # Job Address (where the work is being done) / a-o o /br S - City Miami Shores Village County Miami Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 4-Ai Cella STYwcrmQs r oR-tSes Contractor's Address /77? C.) 37 41- /5"- City C-24 1 State P2— Qualifier /2.44-0 .- rite yiL e Phone # 36r -sr 7— Zip 33 ®t �. Architect/Engineer's Name (if applicable) .V Gi & ©to , i r- Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration Tew ❑ Repair/Replace ❑ Demolition Describe Work: C063 S r g-ccS a 5'reyai coe,w4S40,44 riot tr w‘ Submittal Fee $ 75 .06 Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon? Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no Work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards 'of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is -issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was ac owledged before me this 0 i day of NOU , 20 ®q by win whE), bi who is personal l 1 • ' ■ to me or who has produced. As identifi u and who did take an oath. Dr NOTARY Sign: Print: My Commission Expires: Signature—ae----'4"-C--"2 Contractor The foregoing instrument was ackno4ed ed before me this day of l O. ,20d91,by 101(j fraetn�_.. who is personally known to me or who has produced as identification and who did take an oath. TARY PUBLIC: 4 Sign: Print: Atittutit Bonding Co..Mc, My Commission Expires - (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 AO Plans Examiner Engineer Zoning Miami Shores Village Building Department Change of Contractor Permit No. e - : - Owner's Name (Fee Simple Titleholder) V o�;�� �;;r . Phone # Owner's Address 7L S 1 S City rri t G State Zip 3. g / Tenant/Lessee Name Phone # Job Address (of where the work is being done) / ga c c S ;i7j-kTE r City yvt . d (— County Zip 733 13 3' Legal Description Contractor's Company Name r,r/4/ 1 i c.. sw( ( rn t S PA Phone # 3 or- SS' 7 - / 76 S Contractor's Address / 7 Pi 9 ta 37 Sr /s" City 11?AZC -41/ Qualifier it4u t— ?LE- Y ILE Describe Work: State Ft— Zip 330/ a I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. r Signature, Owner or Agent The foregoing • ent was acknowledged before me this 0 1 The'foregoing instrument was acknowledged before me Signature £ ) Contractor this j ( //�� �j � / � ,rye I r P day of I JOU , 20 o byyf q( <50 � 6 I1b V e, � ' day of U 1)- , 20 0 Li, by U ! Cite i az who is personally kno ' o me or who has produced who is personally known to me or who has produced entification and who did take an oath. as identification and who did take an oath. Sign: Print: My Commissio t Expires: ': Expires' Ju , 7 Rev. 09/19/03) NOTARY PUBLI Sign: Print: —r My Commission expires: /W 161 Miami Shores Village Building Department 10050.N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle) f r�l I ECEHVED DEC 2 7 2e,14 Permit No. Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) V I u... AGE Dc rv4IYL bt -aele *done # 3OS -'6S' S773 - Owner's Address /6 Cs- /46 / C S` S l Z City vvt y State f?, Zip 33 / Tenant/Lessee Name Phone # Job Address (where the work is being done) /026 0 ,ro36 / D.- 5-P79-7--- City Miami Shores Village County Miami -Dade Zip ,3 ?/ Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address City Qualifier evon Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Az.4 / gAgr Phone # 30s-- 4? 4 / 7 $ Value of Work For this Permit Square Footage Of Work: y Work: ❑Addition ❑Alteration ' New Repair/Replace ❑ Demolition Describe Work: he_ A-0 /4-6 -C Submittal Fee $ Permit Fee $ ' CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ 56 Total Fee Now Due $ (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ************************************************************************ * * * * * * * * * * * * * * ** ** * * * * * * * * * * ** ****************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: )775-14 t 0'244" `144" 5' '(-tCA Plans Examiner Chc 05/13/03 Engineer Zoning ECEOVED P 1 2004 Miami Shores Village fluiiting Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.897: BUILDING ilt o t4-° 3 Ary Co PERMIT APPLICATION FBC 2001 Permit Type (circl Permit No. BP 63-- /CS-7 Master Permit No. lectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) V I LL of-6 D e-L 6-?/6-ciA9wera,r Phone # 965-- S.213 Owner's Address it .5 S i J C= /LS— S— S r° i 'Z. City t.M t 4,-1 Tenant/Lessee Name Phone # 3 GS , yes- S'93 State ic-L, Zip 331 Job Address (where the work is being done) /D-60 ,`3� %0 n S .eer- City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO .X. /n Contractor's Company Name Fie-4k kt t ' 57-0,3:17;41 , ,+'hone # Contractor's Address P_ o Q. (120Y- 33 1 q Is City Qualifier 3) 5S--(913-q2z) 7qc-kow H WW1 State r- L Zip 3 8 3 State Certificate or Registration No.0 t C t 93 43 Certificate of Competency No. Architect/Engineer's Name (if applicable) PQ� & Pi P e -- Phone # 30s- q) ,). S a,.� $ Value of Work For this Permit 5 O C2 C) 0 ' 0 0 Square Footage Of Work: 1 G © Op of t Olew 0 Repair/Replace ❑ Demolition Type of Work: ❑Addition ['Alteration Describe Work: 3 Sv44.1 C ar,J D Submittal Fee $ Permit Fee $ 1pjv�UU CCF $ — CO /CC 43-0— Notary 5� ®O V Training/Education Fee S Technology Fee $ L Scanning $ air Radon $ ' ` •� �` p Z ping � (%°� Bond $ Code Enforcement $ Total Fee Now Due $ Structural Plan Review. $ (Continued on opposite side) j�'' t . Bonding Company's Name (if applicable) '" kl 1 l " ' Bonding Company's Address City State Zip 1 . Mortgage Lender's Name (if applicable) 4 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2510, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be", posted at the job site for the first inspection which occurs seven (7) days after the building permit is is Y: ec n t , ' absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ,A44,aid le, a/ Signature ��° Owner or Agent The forego instrument was acknowledged b fore me thi day of ' , by% , f who is personally known to me or who has produced As idea • cation and who did take an oath. NOTAR Sign: Print: 0111 b c" My Commission Expire' pIfes "dember i �, U06 ntractor The for ;oing instrument was acknowledged before me this day !'• A 20`"1 who is personally known to zu or who has produced / ' 3 �S� 0.7v® cto�'k�ntifiUcation and who did take an oath NOTARY 3AngalgiiR v My Commi s 4ri' xpi rearm! •von 0015034s s "194 all 5.2006 * * * * * * ** talk *$11 *** *f�f�t9C7Y1E71t3i** *'t$******************************************Ai, 7�C Aar l�* 11t $14 * ftt 7k 9tft IY i1C *1F * *3L ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *'* **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 OCT 5 2161 Plans Examiner m` =7/ 3c /cy. Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph ne: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: Del Mar, Village Job Address: 1200 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: G.N CONSTRUCTION Permit Type: Imported Permit Inspection Type: Final Work Classification: New Phone Number 305 - 758 -8193 Parcel Number 1122320270110 Lot: Phone: 305 - 557 -1965 Building Department Comments TRASH- CHUTE Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 14, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 03/23/2006 Inspector: Inspector, Default —17a,Av IS N1N Owner: Del Mar, Village Job Address: 1200 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: G.N CONSTRUCTION Permit Type: Imported Permit Inspection Type: Zoning Final Work Classification: New Phone Number 305-758-8193 Parcel Number 1122320270110 Lot: Phone: 305-557-1965 Building Department Comments Wednesday, March 22, 2006 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid until Wednesday, March 22, 2006 Page 1 of 2 Match 31, 2006 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 Items to be completed for Final CO approval 1200 NE 105th St Permit No. 03 -1659 Contractor: GN Construction Landscaping : 1. Final Inspection Building: 2. Final Building inspection Acknowledge By: 2 • •a Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit No. BP2003 -1659 Date 3/31/2006 Temporary Certificate of Occupancy The following address is issued a Temporary Certificate of Occupancy Name: Village del Mar Address: 1200 NE 105th Street City Miami Shores State Florida Zip 33138 This Temporary Certificate of Occupancy is issued for the above address and is good for ninety (90) days only. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. The following items must be addressed and a re- inspection scheduled and passed within ninety (90) days before this certificate expires. If a complete Certificate of Occupancy is obtained within ninety (90) days the building is presumed safe and ready to be occupied. Building Officials Approval: See attached list for pending items: (Rev. 8//02/05) 1 ARBAB ENGINEERING, INC. • • ••• • • • • •• • • • • • • • • • • ••.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • ••• • • • •• • • •' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • •• ••• •• • ••••••• • CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD. SUIT h.3V110, £LI I%DA 33181 • (305) 891 -5049 • FAX: 891.0504 • • • • . . . - BRd3 March 14, 2006 • • • ••• •• Chief Building Inspector Village of Miami Shores Building & Zoning Department 10050 N.E. 2nd Ave. Miami Shores, FL 33138 RE: Village Del Mar, Three Story Building N.E. Corner of Biscayne Blvd. at N.E. 105th Street Miami Shores, FL 33138 Dear Building Official: I, having performed and approved the required inspections, hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope components of the inspected items for the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as-built condition of the structural and envelope component of said inspected structure. This document is being prepared in accordance with the requirements of the Florida Building Code and must be submitted to the City of Miami Building and Zoning Department in conjunction with the application for a certificate of (either Occupancy or Completion) for the above referenced structure. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Ali Arbab, P.E. For Arbab Engineering, Inc. P.E. No. 35460 Special Inspector No. 0456 AA/m C: /AA/ComplianceLetters/Village Del3Story ARBAB ENGINEERING, INC. • • ••. • • • •.• •• •. • • • •• .. • • • • • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • • • • .•••••. • •••• • ••• • • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • •.• ..• • • CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA. 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME : 1.4.44S. PE L.► Milak (357.°911 •• • • • .. ••• - IP • • -• 000 . • . • • • � • REPORT NO..! ••.• • 4, . • • - • ... .. CONTRACT NO • h DATE : L. L ! El 0 4 11ME • jl ; 3 **Its' • WEATHER • FAIR CLOUDY RAIN GENERAL CONTRACTOR : REMARKS • Q SSE/.Vg 1�.i O iT E ) A• , RE STEJ> e 1 ME eeo. \TP-P 76 03 S& 0 FooT1W4 S F -, Z (offl F.. 11, A d O F -13 ) o c.0 v bit Gc Lv 04 w4) rzl.o U '7 Fs oiL. .Luth S xi OA A 1 oR PL-iltFtivt 4 OF ACh0 FortC)o34 , TR1 F.. o .. Fo La P.- F - 2 IA, EP. . (435,ElL.V ,P, tat c-. L5 Q) 4 4 M A) 154 LJ£4,$ �o6L C4,I.vMN Ai AT T +iS DA rte. • 'oo7ng6 u D.6a.. 3T4%(2 tA5 1)13e-5E0 A. O F-1 Posen a 4 Mot, L-171+1‹... w!%r-i`} 5145 u111. -1, 6 P12.,ov uD f..t) LJ n►' •EI2- S T'411'LS • ACCEPTED ✓ 45 0 1 Efl • REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. • • ••. • • • .•• • •. •• • • • • •• • • • • • • • • • • • • • • • • ••• • • . •• • • • • • • •.• • • • • ••• • •.• • • . •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O. 0 • . • • ••• ••• • CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAID. FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 • •• • • • ••. . • • . •• • • • • Z• .. . • • PROJECT NAME 1'% (A" A4 -1V i A & .R67 L REPORT NO. i .' • • • • • • ••• •• CONTRACT NO. : DATE t \) 2.3/ O 4. TIME • lY ',7 a i'H WEATHER FAIR CLOUDY RAIN GENERAL CONTRACTOR • REMARKS • 08 C •kV •tt ) ' (1 F, iltgRo FSTE1> 8 •( 114E, n ER VED M — Tf L, oQ. roc1 , tn14 , IW t-th o DYill 4 s 1"A t,Z.- Fool fid G, S Foie.. preAC.EM EAT OF / E.sJ lF0AUAi6 At.l,• CmLvrlh ■E.LS At✓SO pf sEi vlF.D Fftg- PLAN C z..micAT m f Rsrnl f =Q,2-444 ti fog- A✓3 ov . F-047-04 4.s ev ;Q.E 06 S R /& t > - � R •1of 0'2- - D M�.S opt a__ 4. Q-`' + aot.S 1) t4/ 6t.... ro [ �i3svy �n,9 c�' ciD j o c TI •J4 S A L S a td & ilk 6S g* VED Fo rz-. Pt.A 7"1-1&. an/ I. Fro c j 10a,►S T, S I MEc'rf EC to try► IDYL .. E L4 y A,, 4= Afriodrito Tole, 5tv yn Ta12., ACCEPTED t/ AS 04 orE t REINSPECTION NECESSARY INSPECTED BY • 4 ARBAB ENGINEERING, INC. • • ••• • • • .•. •• •• • • • •• •• • • • • • • • • • • • • . • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • •• • • • • • • • • • • • • • • • • • • • •.•. • • • • •.•. • . • ••• ••• • • CONSULTING ENGINEERS • 11900 BISCAYNE BOUT EYARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891-5049 • FAX : 891 -0504 . oo • •.• • • • PROJECT NAME : V )1,44414e DELL Mir 3 rk92-1 CONTRACT NO. : REPORT NO. 4 • • • DATE TIME • 6; is' A , A4 r • • • • ••• •• WEATHER FAIR t.°''' CLOUDY RAIN GENERAL CONTRACTOR • REMARKS ©13SEAyE.p ZoiS S ;Tr/ ES'i Tlkg, Eon! 1 0-AGT ,0)2 • oi35E6t.vg Et.Fv o?'1- f oo T i nw botA/Ev4 Fog Tl+E Et.EvATois- PAT \VAt.Ps 4040 LcI~velm/ s FoA F LA C.Ept "j' Q l ' A g to Fo Yk C, - Qoas T i> A etitabT c kM EiZ si; P At,t. A4..o.3At 714E. E EV j4tot. (A1 fTh v o j, ,a F DEMI- o F tAAA TEA. STOP )4 To Ei EyX 'z �o 41),4 ti, ps.s Fes- PL , TN Is woIZ.)L 'mac 14) Pi't o 4SsS AT THE Tv-t€ oF- Yf 1 S oosEAVA 1 t01 Tw*o tc.t,uM,J - 3 A T &AW N- scOE. A40 Tie e .t)HN s iyo,?, wQ Got,v14d5 o14 T id9 TIE. CQLt,It7ts At$0 -Triv tot,uat4 A . / t>o ft,s At.S BALI of Fo0 i $ 1T V&Ey kid g- of, . it.e4E A LL- Co fern -A, c-10 - w t tit,• P v rx a B e Vltl1 EA 1) I40 s Fees J 14 r- 1 AT 410641 11010 r. 3 Sclorli a rave• •r ACCEPTED • 0s4TE) REINSPECTION NECESSARY IAA INSPECTED BY • ARBAB ENGINEERING, INC. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• ••• • • CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5048 • FAX : 891 -0504 •• • . . 1 T'- • .•• • • •• • PROECT NAME • V I I/' . 1 f✓i 4K 3 5 REPORT Na .• • • • •' :`9 : • :: • • • • • CONZPT $ 03 .1 • DALE TIME WEATHER FAIR to/. CLOUDY RAIN GENERAL. CONTRACTOR • REMARKS C. 9ArptlL LT /< co LA tsrE. pcsoirot. el c. sga U *,1-Ti E . S14 °K T, w14, vu4SRE 4-0 TTal'OED t ElivE-STE A r r tE 144 r Q l e Tiers t 3 ,2,,SI�4 % t ®A) d,.• T I L€ 1 4 RE v sTEID C . imve_d,E, ApviEA, As PSG-- el,-/A44 E..,,V6,02.,CEN G , ACCEPTED ''1.-00''''/ At4 REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSULHNC ENG1NEERS • 11900 BISCAYNE BOULEVARD. SUITE 508 • NOR1H UTAUI. FLORIDA, 33181 • PH. NO. (305) 891 -5045 • FAX : 891 -0504 ••• •• PROJECT NAME • DATE WEATHER GENERAL C N1 REMARKS V'IWeIAS 24D 03'-1 651 � 2) /7/ °4- FAIR CLOUDY RAIN • .. • • • • - - .. • • . . • • •� .•••••;�,,•••• REPORT NO!• • • • • 'LIME • . I� 1' ` 1 ' • TRACTOR • 60141- c-1 DIt • DiS E tRAS►,. Eon. cE Q A/ egE -rE. CADWiit iv -FAQ Fe; ©%;"1 4 s To s Fr.e,41t F Lc O/t Fo >- eo1.Afimp AI srEcxE0 47 Tiffs M•rE A' 1�s F tl..'ws A-tA. )a7EI) are. Cat.L'MN S >J D . Fc f'L-c1 csi PF AF4 Fok.c) &- A L.t.• f EP-I M ITT FEZ IAP/1/ INS I 0• z, ►4w fleA l m o-csz. coL v M Ai s 'JO. 5 e Fote ttu t€ meg vF AE W, Mc.,i,J G. 4u.- c A ) L u M o f 5 4°,4. k"r` -N knt s ►1E.. o 1✓ ice' tSu�Uflin14, FOR. Pi-AC .NcF_„i of RIG' Al !cc) cc.) Fo t PLI errASS 6 MM. A 4 a V ;, rN l41 444 wva-s Pi2,sV I Q 1- - evo 1 A Qi&. 4 r '7"1+(v60.., P- '7n' x j o 33E P-Mktpa AccEP1F) 1r s ,L u M S li, .I rQ2z -) q, M refl.f ft* S Od REINSPEC11ON NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. • ••• • • ••• • • •'•'• • • • • • • • • • • ••• • • • ••. • • • • • • ••• • • ••• • • • • • • • • • • • • • • •• • • • • • • • •.• ••• • • • • • • • • • • •• • •• • • • • CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NOR1H MIAW. FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 •. • • • ••_ ••• •• • ' . . • • • • •• • • • PROJECT NAME : ---- A G L.• ikA4a,, 3 5 �� REPORT NO.' * • ' .�• :.... • U 1� CON11 -NO != Q 03 ' 1 �O j aj DATE 19/ Z ?10 4-- TIME • )2105" t/i , WEATHER FAIR I CLOUDY RAIN GENERAL CONTRACTOR • REMARKS 711S, C4)0,-1172-1141—c/r2- OSSIE V 1Ec 42c -0,14 ii AZa,. c AT Se 0 -- wESr Z V A T or o af- A , Lod u tJ t 7 4 r S % S 1 0a P F L1Ei &'o ., ii.12. ►, Tug 0 L41.13 0.1© A avc lA114 S!vt- OP EI .,4 p Aloea Aa to r4,LsoM f i r s A 7 T f' S L c�..1, o ACCEPTED ✓ A> /j or;iP REINSPECTION NECESSARY INSPEC1ED BY :'°"-- ARBAB ENGINEERING, INC. • • ••• • . . ..• •. •• . • . .. •. •. • • • •• • • • - • • . • ••. • • • • • • • • • • • • ••• • .. ••• ••� ••• • •'• • • • .. . �•• • • • • ••• • • • • es • • • • • ••• ••• • • • CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIMLL FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 .. . • •• ••• .•• . . . - PROJECT NAME : V I R-- L- 1'1$1 5T0A-1 REPORT NO.'? is' • • CONTRACT NO. • DATE i 2./2.6 q Jo 4V, TIME • Cfl % 4o e1,' ".4 ' WEATHER FAIR ✓ CLOUDY RAIN GENERAL CONTRACTOR REMARKS oBsetwso 5 f T et A-S A.E. v o E STE b 7111 E 600,3irzaz o a.. • oiSsEievEA BAIri.4it (011E02- I y JTl ioa) o F TAK Liz L -ueel, s ®, Fog. L-A1 c EM6 or A Is.)ai>roieo°g 1� tit 16o 1/73 Foa. C41/24 , E L ";EEs-, AEI t S A 1.-60 oiss.eieviEf3 Fo p 41,4, £ Q tJO tt rt/ s d1% 0• S "Trn/ o £ C4k it. 641.0-4 milerz•"EA l oo S E. , t&J bti ct f` wgAE.- 5L.e u •stsi> 8`f 774E. 0.0,31-,24c,70/2 A, r .T» VP f 71 / s p Ja seft.v4 T 04 4AtTi a c.To l2 4404 Ir( f /Lo G•IE.SS o F c A) s Trt.0 aa4 A f tiJ Foy'.. 9 Ana soy #11 t,t44 I,10 eihia O i t i o , f a r E . aS 4 L . - I f f �^' - t w $ T 4 L c - € P AT 1 rd" 6 , c., . ACCEPTED " A $ ail In r & REINSPECTION NECESSARY INSPECTED BY : �"-- ARBAB ENGINEERING, INC. • • ••• • • • ••• • • • • • • • • • • CONSULTING ENGINEERS • 11900 8 SCAYNE BOULEVARD, SUITE 508 • NORTH MAW FLORIDA. 33181 • PH. NO. (306) 891 -5049 • FAX : 891 -0504 • PROJECT NAME • 1 V • "1E. DEL.. M ,% 3 1 1 REPORT NO. : "' ' ' • • • • • •' CONTRACT NO. • !!( DATE 1% 5Or 1 ME • 1 �, ? 4 1 1 WEATHER y L FAIR CLOUDY RAIN GENERAL CONTRACTOR• REMARKS • Q 6SS €JZ.'V 0h 5 ere, 1 Q. ag u E s $1 ifa. cetcria ort. l O'SSEAV ED A FOP—e--E6 GA& Scrz•A) 'f %A ;A w S F IL.e,•-■ (2D L isi I} V- L. '¶"'o Th u m b EA S i t E. or 7-64-1 Aar T-S f ©t INA c.E14,Eir ASIAlfote..14 el ( 9 0 E . S E D b -7- 00•-t c ) J S tai j i 1+ v vig3 c 6fE. P f E L; pLt ors. coNL A-rE. 1.1/4 kAAA S f%a o G AESS A i ��r • cF TIPS 0.65, .VA 11 OJ A.LOL TiE to rAtwS FoA► THESE___ id NJi 'L-S wE4E. O SiE .VE r A �dr"�.S � Tom'. 1 E tQ r7 E. sTE i> Lit iI r oa .T » 1E. wte w EAST Q it 714E- AST- STA JA , %4 4 I C.}¢• itA4 s )ri P,M 04AF$S "'j'" nits ti Lapom &AEA Wd. 4L 413C I 04, E.4. mum Al5 4 0 % Ep REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. • • ••• • • • .•• •• •. • • • •• •. • . • • • • • • • • . • • • • • • ••• • • • • • • • • . • . • ••• • • • • .•• CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAW. FLORIDA, 33181 • PH. NO. (305) 851 -5049 • FAX : 891 -0504 Y PROJECT NAME • lielePiE DiF 1... M L ; TroxJ CONTRACT NO. • • . • • • . REPORT NO. • DATE I/ I4,lc s' WEATHER GENERAL CONTRACTOR• TIME • FAIR I ; a o 19 ,4 . CLOUDY �' RAIN • REMARKS 51E a//f6 z.,3.. 2 PL-A AlEdirar Ft0 2e-w QuESE1) tgy 4 yrn s AS fE- -JFIEb on) PI/ Air ) T O,of03 .S P y r IE'EP Cooliav ,V14S i Pito dESS OF JN STAtA.ATi oI ) 0 Imo' CZ 3 TIES re Conj? w. ATE Foa- iP 4 T1 ES. A► L S o SPA *ED 78 e A r A165‘.04.. AT) Loc. Te 1 F CE / i 51-EE i3EAM g A 4, 1. ; TEE L $ o a" Aj LIbo2.5 u/L'/1�_ bkr STA C-t'A. R� )d Fo2CIE.t M,a,.5on%)21 i.5 AT 7-14-E. DEL vA7o1 .0E3t31 E2 , oti 5 FazAiE , fivi Pc- xLC.E■4 g,a i hD � A L 1 a1 rorLC.l hl . �I✓�s fWS eV &. 7, ■a1• � , A&l 3 ,fN e'..l- ki1:914.4 I�fAy S g5 AVg.D F& P U 4i g r o f fIE Fo itsi . ACCEPTED £ S 4 QTE' REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENG VEERS • 11000 BISCAYNE BOULEVARD, SURE 505 • NOR1H MIAMI. FLORIDA, 33151 • PH. NO. (305) 591 -5049 • FAX : 991 --0504 .. . . . .. •.• .. •__..., • 010— .,s... • • PROJECT NAME U 1 .teA [pT • �1 REPORT NO. •• • 1.6 • • ••• •• CONTRACT NO. : • • ••. • • • •.• •• •• • 0 • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • ••• • . • • • • • • • • • • • • • • • • 00• ••• • • • •. • • • • • • . • • • • • • • _ • • •• • • • • •••• DATE WEATHER GENERAL CONTRACTOR • TIME : g o 3 A FAIR „'/ CLOUDY RAIN REMARKS a THE Cownz4,-70 - 5 T e A eg. is i F iz ccn-'z ) 4445 16 51 .44, G✓ S 1 MAkJ2:F /144E, 2 F- `)+t 5 043 $M f41 AR-40 JA14 io •3, a , S r � &Ail- 470g tAl`vn f FL.-A-A/LiE 46E4046 To E4L144 o . T)# 13 Ana nee. tit&S 11> IS . 4 SSEZ• REINSPEQ11ON NECESSARY ARBAB ENGINEERING, INC. • • ••. • . • • •.• ;41• • • •• • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • •• • • • • • • • • • • • • • • CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH WALL RAMA, 33181 • PH. NO. (305) 891 -4049 • FAX : 991- -0504 •• • • • •. •• •• • • • . • • • • • JREPORTP4O • • • • • CONTRACT N0. : PROECT NAME : DATE WEATHER GENERAL CONTRACTDR • REMARKS TIME : FAIR '"'CLOUDY RAIN • imssj ' g T A.L.LATio,, S pF 5 7*C. L. E-A1101S . 7 oa 4.)4. << A. - SE-5v A T- The s J•I on , s A. 1-114e. of '774j5 Q 6$ V' AT oA) . T rt S t--.4•J e&.. A >,4, D e4 i o •l 4 o r0 3'' SE-LA: a &rm 41 i OF .Sm€r -- a Y A/1t 04 7»E. io A# . I. Aiz.e.tx Athlto Fca. P) PE S To 49--c>-TS • REINSPEQTION NECESSARY INSPECTED BY : ARBAB ENGINEERING, INC. • • 7:41 • • • • • • • ••. . . • • •.. • • • •. • • • • • •. • • • • • . • • • • . . .• • • . • • • • • • I�YVttpp�� • • • • • o • • • • w•1w4Q ��' • • • •. • • •. • • 11900 BISCAYNE BOULEVARD. SURE 506 • NOR11H WAIL FLORIDA, 33181 • PH. NO. (305) 691 -5049 • FAX : 991 -0504 PROJECT NAME : Vitt. 44 1)E.L>M 44 /3 5121 1 CONTRACT NO. . DATE WEATHER •�i . . . ....mow REPORT NO :• • • L ••• •• ' TIME: /D gQ FAIR CLOUDY RAIN GENERAL CONTRACTDR: REMARKS REINSPEO,TION NECESSARY , INSPECTED BY : �" ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305)•891'101 • FAX : 891 -0504 • ••• • • • ••• .1 4.. • • • •. .. 1 • • 4 • • • . • • • • • • ••• • • • • • • • • • ••• • • • • •.. • •.. • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • `` •• • • •••.... PROJECT NAME • vt \\ NCS 17 A REPORT NO CONTRACT NO. • DATE $ //:"1,(1. 17 5 TIME g , 3 b 4N1 IA WEATHER FAIR CLOUDY RAIN GENERAL CONTRACTOR :s- REMARKS o 9,GEft,vleh 3"043 5 ti1i;; Pis Y2.� uV`C 1GD 'R, \i -t.k;e : cAo 1.-t Tn YZ ra e vz.\tei ,t) Le L S L. P. sk Fait• LA4.0.1 s •- E 5c.-1.12.v41 t 2 „ • E I A 1 - 9 , Q . ✓ L , cJsKI 6 AS. ' t- . AO, 4/viA144, €T0 ¥ UN”- '1' e •�- Al +� fl E f "L"clv +rV h 1-3€ 4v T -� ' C E u gS" ec' C c. co-8 't' VrE r2 Ps. Y rfro LI a 'S. ACCEPTED REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. • • • . .. .. • .... • • ••• • • - • • ' CONSOLING ENGINEERS • 11900 BISCAYNE BOULEVARD, SJI1E 508 • NOR1H MAW. FLORIDA, 33181 • PH. N0. (305) 891 -5049 • FAX : 891 --0504 PRO ECT NAME : CONTRACT N0. : DATE WEATHER Vl ,b151, ivokric .. . • . .. ... .. • • REPORT N0. ;• , • • • Awl, • • • • 46t TIME • FAIR CLOUDY RAIN GENERAL CONTRACTOR • REMARKS t7 S it ? 6SEa4vaEC, F Glop 2 PI. 1,,.c€s 1 j1- pF Rae.' 4J ffttu rJ G. 06sfxvg, 38-3 8 4 38 38, S g.. 3 &-to 3S../L 363.0? 3)3.,t Fob PL.A6epte4 EsE oQC, l 'T. B E S W E Lc, )a✓S I'Ec. . Du/4)/4)4 J At S 7:4,-(145° OF Ela)Ftpd2.0"/C, A3ovE. FLooat te.v Alai° �'az a rz 1 Da-0 fP) , i 4 j,, ro TUE. A—vizifq M /SS bn/4) cL.> Na'4 SP4 !Ja.14 P F S' orL.av f j`' A D A 4cEd4 )' Q 7) 14E. w w/ ACCEPTED -- REINSPEQ110N NECESSARY fr T INSPEC11 D. BY • —"� • . ••• .. •• • • • • • • • • • • • • • ARBAB ENGINEERING, INC. :,: CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH AMLA I. FLORIDA, 33181 • • PROJECT NAME : _' . • • ••• • • • • ••• • • • • •.. • • • • • • • • • • • • • ••• •• •• .. • • • • • • • • • • • ••• • .. • • • .... • or • • • • • PH. NO. (305) 891 5019 •flX : 891-0504 • . REPORT. Flo. *: , • CONTRACT NO. : DATE WEATHER GENERAL CONTRACTOR: REMARKS TIME : 1 Z' 45 P.1141 FAIR V CLOUDY RAIN a 8EIN roil G144. L. R.Ej i FoQ4EA t W cow r 1. g 1 �2 �S. 0 Z *S PL-A4. . S 0 iro ,w r2 0 E At r 0 ■ L • • C, lb • /04 #1444E ,z 63 !L. • 4 4 a0 3B.- • 'IE R.. I-A* J'S )l •/2C./ ACCEPTED . r.�- '?-.__ RONSPEQTlON NECESSARY iiiiiikEsuke ., INSPECTED BY : Lag, a • A1rviRctit As PER. /Q, r. 1 • . ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • •s• ARBAB ENGINEERING, INC. • • ' • ' • • . •••• • ••• ••• CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SURE 508 • NORTH MIAM. FLORIDA, 33181 • • PH. NO. S ;cam • ax : 891-0504 •••••••._ • PROJECT NAME CONTRACT NO. : DAIS WEATHER FAIR CLOUDY RAIN GENERA(. CONTRACTOR • REMARKS Vt ll4042a Lcktk, •• • REPORT 'NO. :• •I{�• ••• •• TIME : C 40"1/4 ACCEPTED REINSPEQTION NECESSARY INSPECTED. BY : ��� ARBAB ENGINEERING, INC. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • 0 • •• • • • • • • • • • • • • • • • •. • • • •• • • • • • • • • • • . • • • • • • • 0 • • •0. ••• • • CONSULTING ENGINEERS • 11900 BSCAYNE BOULEVARD. sunE 508 • NORTH WMI. FlORIDA. 33181 • PH. NO. (00 891-5049 • FAX : 891 -0504 •• • . • •• ••• •• PROJECT NAME • Vi L44U te 1>s L. 14 Ask • • • • • • • •• • • • •• • • • •• 00• • • • • • REPORT NO. : •• • • ••• •• CONTRACT NO. • DATE 5/zSic SP- TIME • 1 + 3 ' r WEATHER . FAIR . ✓ CLOUDY RAIN GENERAL CONTRACTOR • REMARKS : �► + H. S v8BSE ,(vet, RQQF V y,.)- -, Fax. Pz &' 44 QF Al JW foi2 -C.I i)4. O$s ,eg.0 .O bA_F( F BE ,s FAQ F ii d2 F' R 1nly Cl rt C� , R agq vk5T'a .i r8 6A,a -S C241 86 , rom tEm nc,ay Awo G 81/54as A 5 pert. g t.L1AJ_g. . A c..rs o I4t .lQ T-E t VC ' e'►h•.S `ro 13s. L.a C�q'j- ,j►a, bif\ .G1 P $Et..awJ 7o P AE.t,j ore -c»x, wJT* I " S c. E. 6 E., rt /ELI Thtego Cot Tac`7o s t'P P L-4 .tiv4 v7T +E. E. t,/F b.Jr' Fe 1t'a SA LAeje 01�' Tip- a o F Ih*At-15 A-7 s 04rE A old) HE p7-- f I 7 's oFF, cx coq CipmeteerE ACCEPTED REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. • .0• • • • .• • • • • • • • • • • • • • • • . • • • • •. • • • • • • • • • • •••• • • 0046 .0. • . CONSULTING ENGINEERS • 11000 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 801 -0504 PROJECT NAME : V [I,4i11.1rtg P t- mAa._ 5 57a, CONTRACT NO • • • • • • • • • • • • • • �. •. •• • • REPORT NO • • • • .� �J • • • .. •• ' DATE 5/ 3 / or 1IME t 0 0 1 /14 WEATHER GENERAL CONTRACTOR • FAIR !/ CLOUDY RAIN REMARKS p(S \ A o 4 j 1 CJk caS 7'-'ign 771E_ e4?,) rP44 Cron, O F A g- olIroAG/4j 4 r /(5- tQ t>g S Te1D z z, s 4Ab 1$ i i2S JetR Jt3 -j Apra Sir?! i 193- 24 A s d PL d3. va3S.6.UGD n-w Po "1nS Ar1i2 CoL2AlWz Fes,y 'arc/ ta-0 2. ro A-cD F• 6SEi2 VE D A Lt■ i J,N call S iU 5 Fc. R,,, p Lit CEmEA1 J eP ► ri roa. c, 4 A>rfr Ash%)roI '1/HC', A $ PIER PLiS ACCEPTED V/4 S d� QT rJ REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. • • • • • •--i . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... ••• • • CONSUL1ING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5048 • FAX : 891 -0504 PROJECT NAME • V 1 LL/ L AAA a CONTRACT NO • 5PC11 • • • • . • . • • . • • • . • • • • • . • . • i • • • • REPORT NO. : • • • • • • ••• • • DATE 6/ r5 iv TIME • 14 ) 3 O WEATHER • FAIR CLOUDY RAIN GENERAL CONTRACTOR • ofISMVED ,SITE, As ps(szt)F.sret) I 114 -1 ` iL e 5 fit4E.JD Rao F 51.XM, FQ - p G.osc2- M E 0 A )n1F.o1Relr/Ie. 'FE W Lo L14-Ti © FC ° 8 A. ri S 67 i ,P .s e EP M) vi/ .ats_ M t 4s jr 4 , w' W) P i/1.o V ft ith 8 I THE mp ie oi2. A s REtPt sl' b AT -11-1-t5 r I4 TS. A FA c .FL pi Ty-> -C-)G i44,4 s ct - or e Ar TI¢1 S T)'4E• Re Qv g_ S Tab e t - V e x c,DivcAziErE cc v Foe A, we- plistiki FnAci,4 MS PER. PLAN$ REMARKS ACCEPTED ✓ ! (pre. D REINSPECTION NECESSARY INSPECTED BY • """'""1"------ ARBAB ENGINEERING, INC. • • • •• • • • ••• • • • • • 0 • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •. • • • •. • •• • • . • • • • • • • • • • • • • • • • CONSUL.11N0 ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME CONTRACT NO • DATE WEATHER \mai, ' 412.. •• 0 0 • •• ••• •• • • • • • • • • • • • • • REPORT ND. • • • • • 4 Y• 0. • e� j 24Vos TIME ° FAIR I FPM CLOUDY RAIN GENERAL CONACTOR • REMARKS n, J VI i 1 Q 3 vi-5 9 - • kAIVNAUE Scot h..1 t",) to 1- o r4 -z. rl vry - LAS t N rlz , , re3 SKI 112A t;J ACCEPTED REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • •••• • • • • ••• ••• • •• • • • • • • • • • • • • • CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA. 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME : 1 I/L- 4 G�E L 0►�� Q. CONTRACT NO • 3 471:41":41 DATE REPORT NO. : • • TIME d O . ��� /� • WEATHER • FAIR l'"°°CLOUDY RAIN GENERAL CONTRACTOR• REMARKS 065erev.E.1 To 6,7-E) A 5 6Eick.9E417 TEL 71-1E. C.40.4712-A-eroA Q 6 S g Q.V',G0 PAA.APEr A6 o v 71+E. 6Soo F t� •✓ �-- FOA P 1.43.e-EivbEnfr 0 F 4.APS, vott.)44 was lnl j'ActR�ss A.r •'3 7Y"4E • RE6i vEsTEi) .>tm '1):'u4 THE 1/627 CAa L PAI AP, T NEW Fate r G I afro 'THE- 64f s `� $�'1, -lGi C, IR .)4fp -c ^1.4 S}4 0 AT 6041 MA ors. vl,4s ),4 416206C SS a/ 1fl i4_ Lin T , ()A LS V� rc. T', cs.., i5Q u✓> trS W E A E . NI f s 5J,t 4 .. oNE.. AT tye S% ►qua cwt, F0.2 EL-F./A711 A vie ,1 E D tta�► �. �.?' T) EA o!i 4- u_ l 0 rl¢F P2�s9f.� ©� oF THE eivus, ET 0161- 714-JE j 71 P2cc -1 s OF >A11.44/04 HoirE �/ Pry Ti4c..t,.�p'1"1c,,) OF b4w1E�s ,n) DAI1.1E0 dQtES ACCEPTED cu rAf EADA REINSPEC N UE Y INSPECTED BY D` ARBAB ENGINEERING, INC. • • ••• • • • ••• •• •• • •• •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • •. • • ••• • ••• • • • •• • • • • • • �• • • • • • • • • •• • • • • •••• •••• • • •••• CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUI1E 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 - 5049 • FAX : 891 -0504 •-- • • • • • • • • • • • • 4 0 • • ••• • • • •• • • • PROJECT NAME • \h \ A bE L 01 At, � REPORT NO • •. • • 0 • ':'�' :: •.. •' 0 7, 57-012-1 CONTRACT NO. • DATE • 0 ti)/ TIME • [ .7 1 3© A-1 (Cs WEATHER FAIR CLOUDY RAIN GENERAL CONTRACTOR • REMARKS • vae .1-o S' t‘ rE AS � SZ7 C Sc-c*z I2-=‘CA10 !2 _. O S3 ` full L 1--1 b H r AitrZ7 P-t, f~ c ._ fL CT "-kf T iNR 1� C le., _ 1 rt vv Sr' 1(.....a teS_ t� 0 ki'e -fz\ t C- -t-c LA., ,A y L.-4wc TES r 'P S 0 S tc) c,4,A, ",aextleo of Lt(0; -1r L t 0 Cs==. .\ \ AAA d ACCEPTED f\--S a) REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSOLING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5048 • FAX : 891 -0504 PROJECT NAME : MI -44E. IDE (- MAC CONTRACT NO. • gT02- DATE WEATHER GENERAL CONTRACTOR • REMARKS 0171 171 • REPORT NO. s • • • • • B. • • • 1ME • if : A , FAIR CLOUDY RAIN O a. S1 m H-+ . Cc rP- Tc B -o S1EAv A e4 02.ovnit P Loot S .a3,S A- 1 VAST ; r A4) X14 1E. 1-68B i 4 124 A•, P tAice-EmorT QF T1+ ui) & vtfM-1 &,, In) Fm n-0,4 4 A 7-- 7-I4.E. r1 L - •SAJSO 1EO & Ste . y 1,,p,2 1 Aatz 1ia INVIS Poic1r'I of 1D 440 w 1E/ ,, Pus c As PER. APOLavE is P v ACCEP,ED � 4 y (TEO REINSPECTION NECESSARY INSPECTED BY • ` �` ARBAB ENGINEERING, INC. • • •• • • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • - , • • • ..• • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • - • • • • ••. •••. • CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA. 33181 • P14. N0. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME • VdIAGi3 'pE" L ML02.. • ••••••- .. • • REPORT N!$. • CONTRACT NO. • DATE : UC1C/D Z 0 11ME • 11 AV\ WEATHER • FAIR V CLOUDY RAIN GENERAL CONTRACTOR : REMARKS Ca ito,Sif I2J4 7 IV Q ! % Prs two-, -t cp P�,I r C.1-o Vz 0 92 S ' i2. tip "Alf -a- O tA)' i FO A` y i.v.inv is'J t-Pi.y S 6) • PL. MZk • -'r r s.t c , ACCEPTED REINSPECTION NECESSARY k pJo tvo ARBAB ENGINEERING, INC. CONSUL11NG ENGINEERS • 11900 BISQAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (308) 891 -5Q49 • FAX : 891 -0504 • • ••• • .• • ••• •• 00 • • • 00 i• •, • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • .••• • - • • •• • • • • • • • • • • • • • • • • • • • . 0 • • • • .• • • • • • • • • _• ••• ••• • • •• • • • •• _ ••• •• PROJECT NAME • VLItm-k REPORT ' ' NQ. • • • CONTRACT NO. • DATE :. 05/0 r _ ®s TIME • 1 0 • 'o A4^-N VVEAT}IER FAIR ,CLOUDY RAIN GENERAL, CONTRACTOR : REMARKS b S1„ „_ kd 3-0 CS s ` CL • • • • • •• Av,e -- -� A eig2S9 a \1 Y O-- (to rt--3 ACCEPTED Q10 `�--'J REINSPECTION NECESSARY INSPECTED BY ARBAB ENGINEERING, INC. • • •• •• • • • • • • • • • • ••• • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • • •• • • •••• •••• • • • • • • • • • • • • • • • • • • • • • • CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH, NO. (305) 891-5049 FAX : 891 -0504 • •• ••• • PROJECT NAME : CONTRACT NO. : DATE TIME WEATHER FAIR ,_CLOUDY GENERAL CONTRACTOR• 00 • s • • • •• • • • • • • • REPORT NO.. • • • • • • • • •.• •• ti2--1 30/09 11 :co REMARKS RAIN CD NtE.1-1-114lr — ,►_ Cep' V v � l t 14 c4e-tO e' Th / Glc., SS„ C Ali J) l 44-a t p s its ✓ �-- C9i vL r o vaekc.h r 7.4.14-e REINSPECTION NECESSARY INSPECTED BY HECTOR FVERGARA P.E. CONSULTING ENGINEER P.O BOX 97054 COCONUT CREED FL. 33097 PHONE (561)718 ,3535 VILLAGE DEL MAR SHORING CALCULATIONS FOR G.N. CONSTRUCTION PREPARED BY: Hector F. Vergara P.E. State of Fl. Registrattion # 25764 REVIEWED & APPROVED FOR COMVLIANL �� I i it flit DESIGN CONCEPT ONLY. ❑ SEE NOTES IN DRAWINGS CI REVISE &RESUBMIT Checking is only for conformance with the design concept of the project and compliance with the informatin given in the Structural Drawings Contractor is responsible for dimensions to be confirmed and correlated at the job site, for means and methods of construction: for information that pertains solely to fabrication processes, and coordination of all trades. Any conflict found in the Contract Documents during the preparation of these Shop Drawings must be brought to the attention of the NE of Record. Any deviation from the Contract Documents (or proposed substitution) must be clearly noted and highlighted in these Shop Drawings in order to receive specific consideration. Any such item not clearly noted is to be considered relecte�l, Date: March 8, 2005 Pages 1 thru,6 Br �• —� Date: / Arbab Engineering, Inc. q//211 S c1-6, Aerczio / -7-- k)Gc_ 2-occ /2 oisrr: e(24%, 47 /7 if /6 /Z 15-787 44- h^ 1/457174 4-6 A74) Pe-1, 41.1■100. ••vse4 x /- /f 43,tA il ILI cg(--- 177 46-7c2-- ,q/114 .5.7A4) 6d'-eS tt ri 1, 7/. 2.o it, k)ct. 22 /12f 40,t3c(A7,- g I2 X 7v/ir s 5-474,6 4x: 2e/ 4 ie /e3 z 56/6%-g (6/42 -- sa (5 - 25) fey 2 e0,35 psr /-5x9,5 I a. /50x g e5 uod -77,Y si-3d *ll 4,0s6 5,a,lezfrc e/f79.e 74 •-° I: 5 r:e ,?.247 (-/ o/zY • k'fe9 -9 DESIGN TAKES PACING IN INCHES OF SUPPORTS FOR.. PLYWOOD SHEATHING. CON - TINUOUS OVER FOUR OR MORE SUPPORTS Moxiracat dellosti .a 1/360 of span, tort oat mom than 1/14 Fn- Foos 11. short duratit,u loads, !or ell of & rawp 1 plywood. E roodiftetl �xi tztlt taL�titaatq. If Stres:ans old Lpans.for law, tom 1v rdiog. for all sai d d grades of Ors.tiqr 1 pIy•,od. 7 owrlifiat1 kr iktIet.•tistn tvktchseictrai; Vf? 12301201; shear = 72 iii; iF" ° 't,500,000 pad aatadel thiatoem, Iace grain yetiteudit:txla,r fake 4 1 1 in. 3x in; 43 14 18 25 13 17 12 1$ 6 T.I. 14 10 14 » » _ _.. b 1546 psi; 0:41ing tb0ar 557 Poi; f:' ° L,500.000 gal 4 =dm thie eis, face 1 aand4d ttk*neas„ fate pout porptiodloalar to spas parallel to span f 11 3.a. in itt. 3; in, 1 IA. 1 25 2$ 11 21 tt 20 7 10 13 19 11 ti 9 11 16 11 5 8 14 15 5 7 10 '14 9 13 1; 7 9 12 ii, io 6 8 t3 8 11 j{ it • 6 i,,, ` 9 1 _... 6 7 9 i t? f 8 fi 7 8 10 A 5 5 5 4 6 h ii i+ 10 1' 6 6 4 5 4 5 9 9 8 is 4 5 7111 4 5 7 U 4 $ . 0 4 4 7 1 :4 4 4 4 23 26 31 21 24 6 20 23 27 18 21 26 17 20 25 14 17 19 24 12 14 16 20 10 12 14 18 9 11 12 lf, 9 JO 11 14 8 7 6 5 5 5 5 4 4 4 4 9 9 8 6 0 7 6 3 5 5 110 13 1 $ 113 12 I 4 9 12 1 4 11 1 8 11 1 L 88 Ip R 9 1 4 7 9 1.... 7 7 4 6 ti 6 �' { — 4 4 *3 91 ht. in„ 1 io. 14 13 12 11 10 16 17 15 14 14 16 13 9 11 8 10 7 lb 7 9 5 $ $ 4 4 4 4 2.1% .233 22 21 26 1.9 16 15 14 13 • 7 I.2 7 10 6 10 6 9 ,i 8 3 3 5 7 5 7 4 4 7 4 6 4 is 6 4 5 5 6 }— .�.. 4 5 6 11 4 4 5 is t S 4 5 3 i _ g r i _ » 5 4 S 3 }t 4 r4 UsttB shear gt)L'eros. Between the !BAPS., bowling cssntr k. SyJJRS ssumort width test shear vans. If n1pin,ris of a illfrosent width, ow cora. datoi1t 4 s*ttgo tri es abown as tvntroifetl bF• shear. r,n sec-tion ptoltizs gut n 1,a'i We, 47 . /10-13 LJ.twx 1 cunt-rote fi;rmfitg gra,3e;sf plywood k 11t~fesevur 4..t to obtain soino that fowl- iipa s. 7 -7 WINDOWS WOOD BUCK DESIGN Village Del Mar 14 Units Condominium 3 Story Building Date: 07/14/2005 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 NORTH MIAMI, FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 EB NUMBER: 0007488 PE NO. 35460 ALIAKBAR ARBAB F► P.E. NO., 35460 use _ 7114.1 °) Date : 07/14/05 ARBAB ENGINEERING, INC climaugruitibmg Man.IO.ns040rs E8 NutIBER : 0007488 PE No : 35480 Ref : P.T. Wood Buck for Windows as per N.O.A. 03- 0609.01 at Village del Mar As Per Attach Computations, The P.T. Wood Buck specified in the above reference is adequate for the design wind pressure, the Diameter and spacing of the tapcons indicated in the aforementioned N.O.A. are adequate for bending stress, shear stress and bearing against the Wood Buck. Ali Arbab, P.E. A.A /D.C. /Village del Mar /Documents /Wood Buck 11900 Biscayne Blvd., Suite # 508, North Miami, Florida 33181 Phone : 305- 891 -5049 / Fax : 305- 891 -0504 Max. Wind Pressure = Windows Geometry : Height = Width = ARBAB ENGINEERING, INC. Consulting Engineers Jamb Anchor Design 66.70 psf ( See page 33 of Orig. Set of Comp. ) 4.00 ft 6.00 ft Area = 24.00 ft2 Calculations : Total Load = 1600.80 Ibs Acting Load per Jamb = 800.40 Ibs Anchor Design : Tapcon Diameter = 1/4 in Using 1/4" x 1 3/4" Min. Emb. Hilti Kwik Con II, N.O.A. 01- 0727.01 Allowable Shear = 329.00 Ibs ( Per Tapcon ) 7" Max. Max. Spacing as Per N.O.A. 03- 0609.03 12" Max. ,r x x x 12" Max. Village del Mar 7" Max. M 12 "M2 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305 - 891 -5049 Fax : 305 - 891 -0504 ARBAB ENGINEERING, INC. Consulting Engineers Minimum Number of Tapcons : Windows Buck Height = 4.00 ft N° of Tapcons = 6 Units Acting Shear = 133.40 Ibs per tapcon Allowable Shear = 329.00 Ibs Ok!! (1 ) 2" x 4" P.T. Wood Buck Properties : FE; = 1200.00 psi Fe = 565.00 psi Fv = 175.00 psi Loads on Wood Buck : Uniform Load = 16.68 Ibs /in Max. Span = 12.00 in Reactions : Max. Moment = Max. Shear = P.T. Wood Buck Geometry : Checking Stresses : Thickness = Depth = Area = = Sxx = 300.15 in -Ibs 200.10 Ibs 1.50 in 3.50 in 5.25 in2 5.36 in4 3.06 ina fB = 98.01 psi Ok!! fv = 38.11 psi Ok!! Bearing of wood @ Tapcon Location : Tapcon Diameter = 1/4 in Wood Thickness = 1.50 in Bearing Area = 0.38 in2 = 533.60 psi Ok!! Village del Mar 2 <o,= If 11900 Biscayne Blvd., Suite # 508 North Miami, Fla 33181 Phone : 305- 891 -5049 Fax : 305 - 891 -0504 Southern Pine Design Values 1 Southern Pine Council ' 1 1 -504- 443 -4464 About SPC 1 Site Map 1 E -News Sign -up Search: hrip://vvww.southempine.com/designvaluesl.shtml Southern Pine Home Product Locator Span Tables Publications Product Info Pressure- Treated Specialty Products Applications Special Topics International Buyers Education Sustainability Media Center FAQs & Help Desk Links EMaii This Page Southern Pine Design Values Size Grade Dense Select Structural 2" to 4" Select Structural thick, NonDense Select Struc 2" to 4" No.1 Dense wide No.1 Includes: No.1 NonDense 2x2 No.2 Dense 2x3 No.2 2x4 3x3 3x4 4x4 No.2 NonDense No.3 and Stud Construction Standard Utility 3 TABLE 1: DIMENSION LUMBER Based on 2002 SPIB Grading Rules Values in pounds per square inch (psi) Table 1 Dimension Lumber 2" to 4" thick, 2" and wider Based on Normal Use Conditions (MC519 %)1 See Tables A -1 thru A -4 for Adjustment Factors Extreme Fiber Stress in Bending Fb Single Repetitive Member Member Uses Uses2 3050 2850 2650 2000 1850 1700 1700 1500 1350 850 1100 625 300 3510 3280 3050 2300 2130 1950 1960 1720 1550 980 1270 720 345 Previous Next Tension I Horizontall Compression : Compression !, Modulus Parallel Shear j Perpendicular,; Parallel of to Fv5 to Grain to Grain Elasticity Grain FC1 Fc E Ft 1650 1600 1350 1100 1050 900 875 825 775 475 625 350 175 175 175 175 175 175 175 175 175 175 175 175 175 175 660 565 480 660 565 480 660 565 480 565 565 565 565 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2250 2100 1950 2000 1850 1700 1850 1650 1600 975 1800 1500 975 ;1,900,000 1,800,000 1,700,000 1,800,000' 1,700,000 11,600,000' :1,700,000! 1,600,000 1,400,000 11,400,000 1,500,000' 1 1,300,000 11,300,000 , 1 of 3 07/14/2005 9:26 AM MIAMIDADE 'I o I MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Hilo, Inc. 5400 S. 122nd E. Ave. Tulsa ,OK 74146 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 Your application for Notice of Acceptance (NOA) of: Hilti Kwik Con 11 Concrete Screw Anchor under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0727.01 EXPIRES: 08/03/2006 Raul Rodriguez Chief Product Control Division /2-117-fro THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 08/23/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s04S000I1pc2000 \ \templates\notfce acceptance cover page .dot Internet mail address: postmaster ®bnlldtngcodeonline.com Homepage: http: / /www.bnildingcodeoniine.com Hilti, Inc. ACCEPTANCE NO: 01- 0727.01. APPROVED: AUG 2 3 2001 EXPIRES: 08/03/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 99- 1028.09, which was issued on 03/10/2000. It approves concrete screws as described in Section 2 of this Notice of Acceptance. They are designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County for the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the allowable load indicted in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The concrete screws Hilti Kwik Con II shall be fabricated and used in strict compliance with the following documents: Drawing No. 543- 001 -C, titled "Hilti Kwik Con II Screws ", prepared by Hilti, Inc. dated 10/06/99 sheet 1 of 1. It bears the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for 2250 psi Compressive Strength Concrete and Concrete Masonry unit per ASTM C90 4. INSTALLATION 4.1 The Concrete Screws shall be installed in strict compliance with the installation instructions published in the Hilti's Product Technical Guide. 5. LABELING 5.1 Each box of screws shall have a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the models selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examiner Product Control Division -2- MK Inc. 6 0 1? ACCEPTANCE NO: 01- 0727.01 APPROVED: AUG 2 3 2001 EXPIRES: 08/03/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test-supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one origiwilly approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process, b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Candido Font, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- Hilti. Inc. ACCEPTANCE NO: 01- 0727.01 APPROVED: AUG 13 2001 EXPIRES: 08/03/2006 NOTICE OF ACCEPTANCE: SPECII'IC CONDITIONS (For File ONLY. Not part of NOA) A DRAWINGS: 1. Drawings prepared by Hilti, Inc. titled "Hilti Kwik Con II Screws "; Drawing No. 543- 001 -C, dated 10/06/99, sheet 1 of 1 signed and sealed by T. E. Lunn, PE. B TEST: 1. Test report on Strength of Anchors in Concrete and Masonry Elements prepared by Atech Associates, Inc. project Number 70- 0295 - 00065, dated 04/27/95, signed and sealed by P. G. Read, PE. 2. Test report on Corrosion Resistance of Fasteners prepared by Material Testing Services, Job No. 257322 -PS, dated June 27 — July 10, 1995, signed by D. M. Moyer. C CALCULATIONS: N/A D MATERIAL CERTIFICATIONS: 1. Camcar Textron drawings No XCT -92500 through XCT -92515 of Camcrete Special Torx, dated 09/22/92, drawn by Dave B. E STATEMENTS: 1. No change letter issued by Hilti, Inc. on 07/23/2001, signed by A. T. Liechti. Candido Font, PE, Sr. Product Control Examiner Product Control Division El DESIGN LOADS : Anchor Embedment Size Depth 3/16' 1' 3/16' 1 -1/4' 3/16' 1 -3/4' 1/4' 1' 1/4' 1 -1/4' 1/4' 1 -3/4' HILTI Kwik Con II Carbon Steel Screws Concrete 2250 psi Shear Tension 256# 114# 254# 246# 359# 149# 493# 392# All Specimens were torx hex washer head Stainless Steel Screws Embedment Concrete 2250 psi Depth Shear Tension Anchor Size 3/16' 3/16' 3/16' 1/4' 1/4' 1' 1 -1/4' 1 -3/4' 1 -3/4' X 253# X 112# X 281# X 243# 358# 156# 477# 382# X All 3/16' specimens are phillips flat head. All 1/4' specimens are torx hex washer head. GENERAL NOTES : C90 Concrete Block Shear Tension 212# 140# 301# - -- 279# 143# 430# - -- C90 Concrete Block Shear Tension X 302 X 334# 329# )K 156 X 162# 134# 1) Design loads are based on ultimate loads divided by 4. 2) In order to achieve the design load, a minimum edge distance of 1 -1/2' for 3/16' 0 screw, and 2 -1/2' for 1/4' 0 screw shaft be observed. 3) Spacing of anchor shall be 2' in concrete and 3' in concrete blocks in order to achieve the design loads. 4) Anchor installation shall be made in accordance with H #ti's published in- stallation instructions in the Product Technical Guide. DESCRIPTION HILTI Kwik Con II screws are made of plain carbon steel galvanized to 8 um (min.) or stainless steel as shown below, for use with the listed design values Kwik Con II - Phillips Flat Head ••a• • Ul ISM Kwik Con II - Torx Hex Washer Head `� Kwik Con II - Torx Flat Head pRODUCT mankrw, Rte- PROI?tiC".^.* BUILDING4^w""Ti4 6T ENGINEERIN'G P.0 Hoz 13121 NORTH PALM BEACH. FL 33402 -7121 OFC: (891) 628 -5456 .4 ?AM (661) 826 -4883 2241: telmnegteast 1` 27.08104 3204 26119 HILTI. INC. PO BOX 21148 TULSA, OK 74121 HILTI KWIK CON II SCREWS REVISION DATE: DATE: 10 -06 -99 DRAWING 543 -001 —C SCALE: 1" = 1" SHEET NO. 1 OF 1 FOR OFFICE USE APPROVED A3 COMP.YDIO WITH THE NUM • ,.,,u.- 9UNDINa C052 EDT la :zP 2000 2200601 �. DIYISICH 8011DIN8 =DE MUM OFFICE ACCEPTANCE NO 9V- /oZ el 09 71- b028.og M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) toy 1� MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Kinco, LTD. 5245 Old Kings Road Jacksonville, Fl 32254 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH3). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AH3 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "MPRW " Aluminum Horizontal Rolling Window APPROVAL DOCUMENT: Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, with revision date 09 /03/03, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 Page 1 Kinco, LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. CTLA -1048W dated 4/30/03, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al Farooq Corporation, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 S>o 11 _ II I = __ =__- 11 " 4L III .,...-46._-- it I I 11 II II II 1{,I. II I �I =___ I __41 it __ .yl 1I � 11 '� II 1 1 II II II II i11 II I Y .. S 12° MAX. TYP. FLANGE FRAME — 74" BUCK DM. 38 3/8" VENT WIDTH 33 11/18° D.L.O. (VENT) 7° MAX. 33 11/18' D.LO. (FIX. UTE) 12" MAX. 0 HEAD /SILL CORNERS r MAX. HEAD /SILL CORNERS C1 =__ = == -D1 t . i, II II II 1I�1 ICI} B ;I ii = =i = = == 11 // i _ 11 / II II 11 II II i i 4 4 I 4 SL ONE TYPICAL ELEVATION TESTED UNITS 12" MAX. Zb j TVA) PART SILICONE ch 4 r PECORA 985' 1707 3/8° OVERALL THK. Ta GJ.ASS TYPE 1/8' HEAT STREN. GLASS INTERLAYER SEE NOTE BELOW 1/8" HEAT SIREN. GLASS ONE PART SILICONE 'PECORA 895' OR IWO PART SILICONE PECORA 985' 3/8" OVERALL THK. MPRW ALUM HORIZONTAL SLIDING WINDOW DESIGN WAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. iillIOPEeDRA985. IWO PART SILICONE Ear. 3/4° OVERALL THK. ,A' 1/8" ANN./TEMP. GLASS 1/4' MR SPACE 1/8° HEAT SIREN. GLASS INTERLAYER SEE NOTE BELOW 1/8' HEAT STREN. GLASS ONE PART SILICONE PECORA 895' OR TWO PART SIUOONE 1 , 'PECORA 986' ,te1 3/4" OVERALL THK. GLASS TYPE 'B' WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7-93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAILING BUILDING CODE WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN 014 DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL AVAILABLE INTERLAYERS• .100" SOLUTIA HP .090' SOLUTIA SAPID PVB .090" DUPONT BUTACITE PVB cam: DR. HUMAYWM F" STRUCn1RFS 8 CAN. '3839 4 200 • �4 SslrriT:lriTG Y drawing no. W03 -33 (sheet 1 of 8 Q, 28-1/2' 37' 53-1/8' 75' 38 -3/8' (3) 3 60.0 70.D 60.0 70.0 60.0 80.0 60.0 804 3 804 704 80.0 70.0 80.0 80.0 80.0 804 5 604 704 60.0 70.0 60.0 800 80.0 804 8 60.0 67.9 80.0 67.9 800 80.0 80.0 800 28 -1/2' 37' 83 -1/8" 75' 50 -5/8' (4) 3 604 70.0 60.0 70.0 60.0 60.0 60.0 80.0 3 80.0 70.0 80.0 70.0 60.0 76.6 60.0 804 5 60.0 86.9 80.0 88.9 80.0 804 60.0 80.0 6 50.9 500 50.9 50.9 810 75.8 - 80.0 810 26-1/2' 37' 53-1/8' 75' 83" (5) 3 804 704 60.0 700 60.0 80.0 • 60.0 804 3 604 81.5 60.0 88.8 80.0 610 80.0 80.0 8 50.3 50.3 503 60.3 80.0 71.4 80.0 80.0 8 40.0 40.0 404 40.0 600 80.7 60.0 80.0 22' 37' 49' 61' 73' mr 3 800 70.0. 60.0 70.0 610 80.0 • 60.0 80.0 3 60.0 70.0 80.0 70.0 80.D 604 80.0 80.0 4 00.0 70.0 60.0 70.0 80.0 80.0 80.0 80.0 5 60.0 70.0 604 70.0 80.0 800 80.0 80.0 8 800 704 80.0 70.0 80.0 600 80.0 60.0 25" 37' 49° 81' 73' 3 800 70.0 804 700 80.0 80.0 80.0 80.0 3 900 704 80.0 70.0 80.0 80.0 60.0 804 4 604 70.0 60.0 70.0 80.0 80.0 60.0 80.0 5 60.0 70.0 80.0 70.0 60.0 00.0 800 80.0 8 80.0 70.0 80.0 70.0 60.0 80.0 80.0 804 22' 37' 49' 81' 73" i4) 3 60.0 70.0 804 70.0 80.0 80.0 80.0 800 3 80.0 704 80.0 700 80.0 79.1 804 804 4 60.0 70.0 804 70.0 60.0 79.8 60.0 800 5 80.0 84.5 604 64.5 00.0 60.0 60.0 80.0 6 54.0 54.0 54.0 54.0 60.0 80.0 60.0 804 25' 37" 49' et° 73' is) 3 80.0 70.0 60.0 70.0 60.0 80.0 60.0 804 3 804 63.5 80.0 69.3 60.0 83.5 80.0 80.0 4 55.6 55.8 550 58.8 604 640 60.0 80.0 5 47.6 47.8 47.6 47.8 60.0 642 60.0 80.0 8 42.5 42.5 42.6 42.5 60.0 64.4 60.0 80.0 A - N0. OF ANCHORS PER HEAD & SILL ( ) m N0. OF ANCHORS PER JAMB L WINDOW WIDTH (FLANGE ow) SEE SHEET 1 FOR GLASS DESCRIPTION 25 -1/2' 36' 52 -1/8' 74' 37 -3/8' (3) 3 80.0 70.0 80.0 80.0 3 60.0 70.0 60.0 60.0 5 60.0 70.0 60.0 60.0 8 80.0 67.9 804 60.0 25 -1/2" 38' 52 -1/8' 74' 49 -5/6' (4) 3 60.0 70.0 604 800 3 80.0 70.0 600 80.0 5 60.0 87.5 80.0 80.0 6 50.9 50.9 .600 80.0 25 -1/2' 3 60.0 70.0 • 80.0 80.0 36' 52" 3 60.0 67.5 60.0 800 52 -1/6' (5) 5 50.4 50.4 804 810 74' 6 40.0 40.0 60.0 60.0 24' 3 60.0 70.0 •80.0 80.0 36' 3 60.0 70.0 60.0 80.0 48' �3) 4 60.0 70.0 60.0 80.0 60' 5 60.0 70.0 60.0 80.0 72' 8 60.0 70.0 800 80.0 24' 3 60.0 700 60.0 800 38' 48' mr 3 80.0 70.0 60.0 60.0 4 804 70.0 600 810 60' 5 60.0 70.0 80.0 80.0 72' 8 60.0 70.0 604 80.0 24' 3 60.0 70.0 800 80.0 38' 3 604 70.0 60.0 80.0 48' 4 60.0 70.0 80.0 804 80" 5 600 64.9 804 80.0 72' 8 54.0 54.0 804 800 24' 3 60.0 70.0 60.0 800 38' 3 80.0 70.0 80.0 80.0 48' 4 55.9 55.9 60.0 80.0 60' 5 47.7 47.7 600 800 72' 8 42.5 421 800 800 A - NO. OF ANCHORS PER HEAD & 501 ( ) e N0. OF ANCHORS PER JAMB BUCK WIDTH F.ngr: OR. HUMAPOUN�rsS000 FM PE f --7 -5 g3-8 5 1 drawing no. W03 -33 (sheet 201 8 TYPICAL ANCHORS IBY OR 2BY SEE ELEV. FOR SPACING MOD BUCK METAL STRUCTURES (STEEL OR ALUM. 1/8" MN. THICK) STEEL : Fy - 35 KSI MIN. ALUMINUM : 6083 —T5 MIN. SEE ELEV FOR SPHACNG WOOD BUCK WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 612 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO W000 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ;i 3/16" TOGS OR SELP,ORIWNG SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) 410 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) WEEPHOLES: W1 1" X 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT 5" FROM EACH END. FLANGE FRAME WINDOW drawing no. W03 -33 (eheet3of 8 XO LAYOUT OX OPPOSITE DADE COUNTY APPR'D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE FRAME WINDOW _ Z drawing no. W03 -33 (sheet 4of g Parimoo ILLUSTRATIVE DTLS. ONLY E%T. OR INT. FINISHES NOT BY O TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FUR SPACING 30 TYPICAL ANCHORS; SEE ELEV. FOR SPACING INTO WOOD STRUCTURES 1 -1/4° MIN. PENETRATION INTO WOOD I1O SUS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES: W7 1° x 1/4° WEEP HOLE WITH PLASTIC BAFFLE AT 5° FROM EACH END. W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING STaitM AND TRANSFER THEM TO THE BUILDING STRUCTURE. FIN FRAME WINDOW inc: HUSTRUM N FAROOQ Fu Pe B 1B357 CAN. x`53O O° drawing no. W03 -33 (sheet 5of 8 ) l%o TYPICAL ANCHORS SEE EIRV. FOR SPACING 3/8" 1/4" MAX. ("`1 GAP VENT WIDTH W000 STRUCTURE NOT BY IONCO, MUST SUSTAN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL SEE EI.EV .FFORRSSPACING ILLUSTRATIVE DTLS. ONLY CT. OR INT. FINISHES .. _. NOT By RINGO XO LAYOUT OX OPPOSTE DADE COUNTY APPR'D MULLION SEE SEPARATE NOA FIN FRAME WINDOW Engn DR. HLMAYOIW FA110O0 STRUCTURES FLA PE CAN. 16557 s Z ° a. 24 4 It U RSHig o < <1Ong .03 CC 2 ow g 1 y5 8 ea9� g< 1 is drawing no. W03 -33 (sheet 6 of 8 L37S 1.187 - NW / PART 8 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIERR/REMABXS 2 1 gl i 1321 -1 2.000 .813 p--- -2.691 Hobe P. 1375 L125 1.500 913 :u A62 ' 1 KCO -2043 1 FRAME HEAD - FLANGE 8063 -T8 - .437 r .., ` 1A KCC -2053 1 FRAME HEAD - FIN 6083-18 - 8 11 2 KC0 -271 1 FRAME SILL - FLANGE 8083 -T8 2A Xc0 -272 1 FRAME SILL - RN 8083 -16 - II 120 - h.- VENT TOP /BOTTOM RAIL 3 KC0-273 1 SILL TRACK 8083 -T8 - 4 KC0 -2042 1 FRAME JAMB - VENT - FLANGE 8083 -T8 - - 1563 -a (FLANGE) 4A KCO -2052 1 FRAME JAMB - VENT - FIN 8083 -16 - , 545 S KCO -241 1 FRAME JAMB - FIXED - FLANGE 8083 -16 - FRAME 1.1M HEAD 5A KCO -2051 1 FRAME JAMB - FIXED - FIN 8083 -16 - FRAME L1284.- HEAD "1563 (FIN) 8 KCO -2044 1/11041 FIRED MTG. RAIL 8083 -78 - •997 1.>'.�. 7 10:0-2047 2/VENT VENT TOP & BOTT. RAIL 6083 -T8 - 2.501 --■ r-- -1.801 ---- 462 8 K00 -2045 1/11041 VENT INTERLOCK 8083 -78 - VENT 9 KCO -2048 1/VENT VENT JAMB STILE 8063 -76 TYp .827 LATCH 513 3A63 T062 I 2.501 f 10 RP -800 4/ LITE GLAZING BEAD 7/8' RED PVC - 10A RP-801 4/ LITE GLAZING BEAD 3/8' RIGID PVC - 2563 1123 49 A78 079 - 2501 .749 .078 .078 2.691 II A78�1IL 11 L -049 2/ VENT SNAP LATCH. 2 -5/8' RANG NYLON AT 6" & 48' FROM BOTTOM 12 1 /LATCH LEAF SPRING Sr. STEEL - 188 2250 13 VTF -2009 AS REDD. GLASS SPACER POLYPRO/EPDM DUAL DUROMETER 14 - - - - - 15 02315140 AS REGD., FIN SEAL WEATHERSTIP ULTRAFAB .187 X .150 OR EQUIV. 1.379 -I L927 1126 18 W23171NG AS RECD. FIN SEAL WEATHERSTIP ULTRAFAB .187 X .170 OR EQUIV. 17 U -4333 AS 8000. BULB WEATHERSTRIPPING - OLON .190 X .300 18 - AS REOD. ASSY SCREWS - 18 x 1' PH SMS 8y FRAME SILL (FLANGE) 19 - 2/VENT FIXED RAIL SCREW -SILL - 18 x 3' PH SMS 1.437 JAMB STILE 2.321 - 20 - - - - 2.691 FRAME SILL (FIN) 21 - 2 /PANEL ROLLER HOUSING & GUIDE DELRIN AT EACH END OF VENT 2688 .062 TYP. 22 - 4 /PANEL ROLLER BRASS - 23 4/PANEL ROVER SHAFT ST. STEEL .375•'° 2682 •062 TYP. 2.250 .662 7TP 2691 1.370 24 - 2/WINDOW RAFFLE NYLON AT 4' FROM EACH END 25 - 2 /BAFFLE BAFFLE SCREWS - 18 x 1/2 SMS 2691 - 1.370 1.126 ED 1.379 Al C '0 .709 1.321 .709 .812 JAMB (FLANGE) 1.437 MEETING RAIL .812 (FIN) I -d .873 FRAME 1.500 FRAME JAMB 2,250 .062 TYP. q p b 200 I 1 .080 so M Florida B • jijU 4 .Y- ,,,7iS7Ti}L a 1063 . - 375 .150 m 1.063 - 37s L 153 GLASS SPACER SCALE 1:1 2.753 I.553 .IL j - 2b91 .�2 t< 2753 1 !� 1.437.813 FILED MTG. RAIL •� `• .--. t {j ---£ * g ,(fig r / Srpr. q1. HUMAYOL&N L'AR000 FLA. PEI. 1.8887 CAN. xae F j§ 8 ,120 �- A62 1,321 LA62 TTP. ze1 �-•- .7 TYP. 1.100 1400 A62 .� p Q 4 2003 TYP. FIXED FRAME JAMB .873 (FLANGE) - drawing no. ((sheet 03 of a FIXED .833 4� --1.300 - FRAME JAMB (FIN) 7/8" GLASS 3/r GLASS �- .755 TRACK )J ,., Q %o DWG. 050125 -07 IST TRANSMITAL REVISE & RESUBMIT VENT CAP C 3/4-10 TEK SCREWS (8) PLACES CURB FLASHING --- j3' -7' x 31-7" 1/4 x 1 -1/4 TAPCONJ CURB SIZE FASTENER. SECTION VIEW LOCATED 4" FROM EACH END & 24" O.C. ALL (4) SIDES. 3' -8" FLASHING sIZE P CO 2 CURB TOKSBING PLAN VIEW III, Sk i k. a s m . • 8In 1 9IlIB60HHI RISE SUPPORT li14° PIPE BY OTHERS PRTSNRIGVALY-E STOThNBRGAKIIt BroTEmBs rif 2" x HILTI NAILS TYPE X -ZF `(4) PER FRAME 4 ADJUSTLYG SCREW BorIL.ECAP GALLON CONTRAS MOUNT BRACKET DIRECTLY TOC ILTE ANITATION VDU INSTALLD)BYOISIERS P'LUSIIBVG SPRAY BEAD CHIDE ill solution tank with conceobated disinfect saluting. The syphon lose should reach timbal= of the solution container. Tofhtsh VG clear water tuna* hind valve banished byoaten and data the men button on the proponianing valve. To flush with disinfaft solution depress the red button Thepmponinaing tce is Sad the leanly faI14ot .ofsoknion per gallon of water flow. Conc nEation can be arfpute.d up to2oz. per gallon by attuning screw. Water intaakke on ade marked 'Demo ". I20vvi6lh 3!4"0 FM BOTH SLOW CLOSING; ZWAY NDR YCII�SEk 5psi- I50, ASCOMfODEL NO:82215G GRANGER MODEL NO.: 3L1131 SANITATION UNIT DETAIL J n FLAT BAR 1Z "x 11 "X17" ANGLE FLOOR FRAME 1" EMT ELECT. COND RISER (ONLY FOR RECYCLING u . & ELECT. INTERLOCKING • • +RS) II" EMT RISER FOR SANITATION IT 1' -11" SPRINKLER PIPE FIN. WALL INTAKE PLAN 1' TYPICAL VIEW 1' -10" CENTERLINE OF CHUTE TO OUTSIDE FINISHED FACE OF WALL SEE ITEM #7 IN B.O.M. • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • GENERAL. NOTES: All Chutes to have Wilkinson type vertical 'cascaras and inside lap round -about joints. PARTMONS AROUND CHWii£• • • • • • NOT TO BE PLACID UNTIL CHUTES Al1L•INSTALLBD. • • • Cutting of floorslallg, or Tell) f1 netessatg • • • • • for chute installat j n tp be doi by other, • • • • • Chute Venting: NEP/eV sec.! -223 rec& Maends teat a waste ortmen chute shall extend (full size) at least 3 ft above the roof of the building. Wilkinson IB -Rise LLC complies with all NFPA guidelines and accepts no responsibility for the deviation of these standards by local codes or Ordinances. •• • • • •• ••• •• • Chute toy be fabft att�t of �6 a • • ; • • • Type:AL/Stl ••• : • ••• • • •Sl ••• 24" Dia. Typical Intake 15" x 18" high BOTTOM hinged hand operated, noiseless, self - closing Stainless Steel UL 1- 1 /2Hr. "B" Label Discharge Type "A "with horizontal inclined, insulated rolling steel door held open by fusible link. Full dia. vent with flashing and metal band. Fabricated of 18-Ga Type: Al/StL W/ CURB FLASHING & INSECT BAND. 3/4" IPS flushing spray head located in channel above top intake ready for connection by plumber. • 1 Typical chute support 4 - 2 "x 3 "x16g clips welded to chute tube supporting each story of chute height from structural frame. Fabricated of 1- 1/2 "xl -1/2 "x3/16" angles and 1 -1/2 "x3/16" bar stock. Welded assembly. Intermediate 1/2" IPS- 165° fusible linked automatic sprinklers located at highest & lowest intake and every other intake in between. for connection by plumber. 175 PSI rating Disinfecting and Sanitizing Unit (1- Gallon Container and Proportioning Valve). provided by Wilkinson Hi -Rise, LLC. Installation by others Vacuum breaker, manual valve, solenoid valve, and other plumbing items by others. 15"x 15" "B" Label Access Door. Supplied by Wilkinson Hi -Rise Installation by others. Chute to have one shop spray coat of Daubert Sound Dampening Floor Frames to be supported on 2" x 2" x 3/8" Neoprene Isolator Pads INTARETBROAT saEar•1RPAL SCREWS TOP m PLts 6.0D WAS1103 TYPICAL VIEW GUILLOTINE DISCHARGE INTERMEDIATE 10.1P3-14.1° FUSHLE REMOVABLE RAFFLE MOD AUITOIATIC SPRINKLER SECTION A -A rn 7/8 "" AUTOMATICSOIRGOEa anaovAsxEnAPF(E COMPANION CLIPS PLAN VIEW OF AUTOMATIC SPRINKLER (1.0CM014I0POf PM nPDA13 3s "1:1.".L!i3L3 -.I. 024" DISCHARGE PLAN VIEW 0 2nd FLOOR G RAGE ONE RUBBISH CHUTE ELEVATION VIEW FIELD NOTE ENCLOSING WALLS AROUND CHUTES ARE NOT TO BE ERECTED UNTIL AN nut CHUTE IS INSTALLED NOTE JOINT -;6-0 CONTRACTOR TO VERIFY AND APPROVE ALL DIMENSIONS ON THIS DRAWING WITH CONDETIONS AT THE JOB SITE. WILKINSON HI -RISE IS NOT RESPONSIBLE FOR DEVIATIONS FROM THIS DRAWING ONCE APPROVED ./ Jaw 'B' JOINT .C. DETAIL OF ROUNDABOUT JOINTS NOTEI ANGLE IRON DOOR FRAME MUST BE INSTALLED FLUSH WITH FINISHED WALL FACE. FIIHSH WALL THROAT �- DOOR FRAME `8.8. TRW DESCRIPTION DATE 2 -07-05 INIT. DJ ONE RUBBISH CHUTE JOB VILLAGE DEL MAR MIAMI SHORES, FL JOB # 050125 -07 THUS DRAWING IS THE PROPERTY OF WtJMISOS EIRISE LLC. IT IS LOANED ON THE CONDITION THAT IT LS NOT TO BE REPRODUCED, COPIED OR OTHERWISE DISPOSED OF, AND IS NOT TO BE USED IN PART TO FURNISH INFORMATION FOR THE MAKING OF DRAWINGS, PRINTS, OR PARTS THEREOF. THE ACCEPTANCE OF TEES DRAWING LS AN ACCEPTANCE OF THE FOREGOING CONDITIONS AND TEE RECOGNITION OF THE EXCLUSIVE OWNERSHIP IN AND TO THE DRAWINGS AS THE PROPERTY OF WILKINSON HI -RISE, LLC. WILKINSON -HI -RISE, LLC. WILKINSON CHUTES 4488 ALLEN ROAD STOW, OHIO 44224 CUSTOMER: WILKINSON FLORIDA DWG. 050125 -07 1 *an NTS 1 *En 1 OF 1 Fire Barrier CP 25WB +Caulk Product Data US FILL VOID OR CAVITY MATERIALS, CLASSIFIED BY UNDERWRITERS LABORATORIES, INC.® FOR USE IN THROUGH- PENETRATION FIRESTOP SYSTEMS (XHEZ). SEE CURRENT UL FIRE RESISTANCE DIRECTORY 50L6, 90G9 1. Product Description 3MTM Fire Barrier CP 25WB+ Caulk is a premium elastomeric latex caulk designed for use as a one -part fire, smoke, noxious gas and water sealant. In addition, the unique intumescent property of this material (expands when heated) means that as • cable or pipe insulation is consumed by fire, CP 25WB+ Caulk expands to maintain the penetration seal. CP 25WB+ Caulk features superior adhesion strength, caulk rate and no- sag application with expanded UL Classified fire protection systems plus a halogen -free formula. 3M Fire Barrier CP 25WB+ Caulk can' be installed with a standard caulking gun, pneumatic pumping equipment or it can be easily applied with a putty knife or trowel. CP 25WB+ Caulk will bond to concrete, metals, wood, plastic and cable jacketing. No mixing is required. CP 25WB+ Caulk Features • • • • • Water Base: Easy clean up, no special handling, routine disposal. • Intumescent: Expands when heated to seal around items consumed by fire. • Endothermic: Absorbs heat energy, releases chemically bound water. • Thixotropic: Will not sag or run in overhead or vertical applications. • Halogen -free. • Fast dry: Tack -free in approximately 10 -15 minutes. • Paintable. (Best results obtained after 72 hour cure.) • Minimal shrinkage. Brown color. Water seal: Seals against inadvertant water spills in the unexpanded state. High caulk rate: 1000 g/min. with in. nozzle. Point contact allowed. Continuous Operating Temperature not to exceed 120 °F (48 °C). 2. Applications Use to seal construction openings, blank openings and penetrating items against the passage of flame, noxious gas, smoke and water. Restores fire rated construction to original integrity. Also for use with 3M Brand Fire Barrier FS195+ Wrap /Strip and CS -195+ Composite Sheet. 3. Specifications Product The firestopping caulk shall be a one -part, intumescent, latex elastomer. The caulk shall be capable of expanding a minimum of 3 times at 1000 °F. The material shall be thixotropic and be applicable to overhead, vertical and horizontal firestops. The caulk shall be listed by independent test agencies such as UL or FM and be tested to, and pass the criteria of, ASTM E 814 Fire Test, tested under positive pressure. It shall comply with the requirements of the NEC (NFPA -70), BOCA, ICBO, SBCCI and NFPA Code #101. Typically Specified Divisions Division 7 07270 Division 13 13900 Division 15 15250 15300 Division 16 16050 Thermal and Moisture Protection Firestopping Special Construction Fire Suppression and Supervisory Systems Mechanical Mechanical Insulation Fire Protection Electrical Basic Electrical Materials and Methods MIANNT VAX BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 6 Type Insp'n Permit No. T.jPO3 Name 'J t \tct de( Heir 12!) N 1OS S Address Company 4e:11 I Cirm . Phone # Inspection Date IC) CO Approved Correction Re- Insp'n Fee ❑ �'-1 I a Ac. &e7/tJ ii-orr 24, 4., Performance A. Typical Physical Properties Tack Free Time (ASTM C679 -87) Expansion at 662 °F (350 °C) Color Density Adhesion Application Durometer (hardness) ASTM E 84 Flame Spread Smoke Development Solids VOC Odor Flow Rate 1/4 in. (6,35 mm) nozzle at 50 psi Boeing Flow (Sag Characteristics) Unit Minutes at 72 °F (22 °C) X Lb. /gal. (Kg/I) All construction substrates Method Shore A Percent ( %) by weight Percent ( %) by weight Grams /min. Inches Value 10 -15 2.0 -3.0 Reddish Brown 11.2 (1,35) Very Good Caulk guns, trowel, spatula pressurized pumps 70 5 0 79 0 Pleasant, non - irritating 1000 0 C. Firestopping Code Requirements B. Firestopping Properties Meets the criteria of ASTM E 814 Fire Test, tested under positive pressure. Consult current UL Fire Resistance Directory for systems listed under 3M Product CP 25WB+ Caulk. ICBO Uniform Building Code (1997 Edition) SBCCI Standard Building Code (1997 Edition) BOCA Basic /National Building Code (1996 Edition) NFPA Life Safety Code 101 (1997 Edition) 702 104.2.4 702.0 709.6 6- 2.3.2.4 DEFINITIONS PLANS MUST SHOW HOW REVISED AND PENETRATIONS - REFER PENETRATIONS AND INTEGRITY IS EXPANDED DEFINITIONS TO 714 MISC. OPENINGS 706 MAINTAINED FOR FOR PENETRATIONS &FIRE BARRIERS CONSTRUCTION JOINTS ASSEMBLIES AND JOINTS 709.7 PENETRATED JOINTS 6.2.4.2, EXCEPTION 708 703.1 5 OPENINGS (EXPANSION WOOD FRAME 202 CONSTRUCTION 711.0 OR SEISMIC JOINTS) IN CONSTRUCTION DEFINITIONS DOCUMENTS SHALL FIRE PARTITIONS FLOORS FIREBLOCKING INDICATE DETAILS AND 705.3 MATERIALS FOR 711.6 APPENDIX 709 WOOD FRAME PROVIDING RATINGS AT PENETRATIONS - REFERS A -6 -2.4.2 WALL & PARTITION CONSTRUCTION JOINTS AND TO 714 PENETRATION FIREBLOCKING PENETRATIONS 6 -3.6.1 PROTECTION 711.7 PENETRATIONS AND 705.3.1.5 703,1.1 JOINTS - REFER TO 709.7 MISC. OPENINGS 709.3.2.2 CURTAIN WALL GAP PENETRATIONS AND IN FLOORS AND SMOKE CURTAIN WALL GAP JOINTS SHALL NOT BE 713.0 BARRIERS 705.4 (GENERAL) CONCEALED FROM FLOOR/CEILING AND 710 PENETRATIONS OF FIRE VIEW BEFORE ROOF /CEILING NFPA #221 FLOOR/CEILING OR RATED ASSEMBLIES INSPECTION ASSEMBLIES ROOF /CEILING ■ FIRE WALLS AND PENETRATION 705.5 (WALLS) 703.2 713.2 BARRIERS PROTECTION BUILDINGS FOR MORE CURTAIN WALL GAP 711.3 705.6 (FLOORS) THAN TWO STORIES SHALL INDICATE 713.4 NFPA SHAFT ALTERNATIVE 705.7 ALL PENETRATIONS PENETRATIONS - REFERS Code 70 NEC FIRE RESISTANT JOINT TO 714 National 714 SYSTEMS 704.1.1 THROUGH - PENETRATION SUFFICIENT DATA 713.5 Electric Code FIRESTOPS F &T SHALL BE AVAILABLE JOINTS - REFERS TO REQUIREMENTS TO JUSTIFY UNTESTED 709.7 300 -21 FIRESTOPPING UBC STANDARD 7 -1 MATERIALS USED FOR 714.0 RESTORATION OF FIRE EQUIVALENT TO RATINGS PENETRATIONS - ALL ASTM E 119 REQUIREMENTS UBC STANDARD 7 -5 707.0 (GENERAL) FIRE WALLS AND One One and Two EQUIVALENT TO PARTY WALLS 714.1 THROUGH 714.1.6.2 Family Dwelling ASTM E 814 WALL ASSEMBLIES Code EN 10 P 714.2 THROUGH 714.2.6.5 FLOOR/CEILING AND (1995 Edition ) REERRATIONS REFERS TO 714 ROOF /CEILING 707.8 FIRESTOPPING FIRESTOPPING JOINTS - REFERS TO ( FIREBLOCKING IN OTHER 709.7 714.3 THROUGH 714.3.2 MODEL CODES) NONRATED ASSEMBLIES 709.0 FIRE SEPARATION 721.0 ASSEMBLIES FIREBLOCKING AND DRAFTSTOPPING 5. Installation Techniques Shown are examples of approved applications of CP 25WB+ Caulk. Additional drawings and details are available through your Authorized 3M Fire Protection Products Distributor. Installation Notes: 1. Metal Pipe /Conduit applications through nominal 12 in. (304,8 mm) outside diameter. • Installed depth of CP 25WB+ Caulk depends on annular space. • When the annular space is less than 1 -1/4 in. (31,8 mm), a 1/2 in. (12,7 mm) minimum depth of CP 25WB+ Caulk is required. • When the annular space is greater than 1 -1/4 in. (31,8 mm), a 1 in. (25,4 mm) minimum depth of CP 25WB+ Caulk is required. • Common building materials, such as backer rod may be used for metal pipe applications. 2. Metal Pipe applications larger than nominal 12 in. (304,8 mm) outside diameter. • All cases require a 1 in. (25,4mm) minimum depth of CP 25WB+ Caulk. 3. Insulated Cable Applications. • All cases require a 1 in. (25,4mm) minimum depth of CP 25WB+ Caulk. • All cases require mineral wool (safing) for packing. 4. Fiberglass Insulated Pipe Applications. • 1 in. (25,4 mm) of fiberglass insulation on up to a nominal 12 in. (304,8 mm) of metal pipe may be firestopped with a 1 in. (25,4 mm) depth of CP 25WB+ Caulk. • 1 in. (25,4 mm) depth of mineral wool packing required. Typical Penetration Firestops For Metal Pipe/Conduit and Insulated Cable Through Fire Rated Construction Solid Concrete Mock Wa Classified Mock -„, Packing Materlat 1" Depth 3M Ftre Barrier CP 2SWB Gaunt Metal Pipe or { I ▪ 2' t rnurn Coed I�,IVI • Annular Space MA Firs Barrke CP 25WB+' Caulk . Steel —.. i" Maximum Glass — Fiber insulation j �" 1' Depth 3M Fire Ranier CP 2SWB+ Caulk 1^ Depth Mlneral Wool Padting 41/2" Solid 1_1- to 1 -112" Cate Floor Annular Space 6. Maintenance The CP 25WB+ Caulk is stable under normal storage conditions and has a one year shelf life. Normal stock and stock rotation are recommended. Recommended Store between 40 °F (4 °C) -90 °F (32 °C) for maximum shelf life. Keep from freezing. Warranty and Limit manufacture for a ; OTHER WA if WARRANTY OF MERCHANTABIL PURPOSE. ilsa is ble for determining s patiicuiar purpose and suitable for 'set proved to be defective and 3114's sole obligation refund the purchase price oi'the >3 7. Availability 3M Brand Fire Barrier CP 25WB+ Caulk is available from Authorized 3M Fire Protection Products Distributors. It is available in Standard 10.1 fl. oz. cartridge, 20 oz. sausage, 27.0 oz. cartridge, 2 gallon pail and 5 gallon pail. def ,3 TO, 1 FOR A PARTIC ve, your e clb or 31i Limitation of Liability. Except where any loss or damages arising from 1 indirect, special, incidental or mar a including warmth contract, n r� not he ii Chet direct, eo Consumer Safety and Light Management 3M Center 223 -2S -24 St. Paul, MN 55144 -1000 Phone 800 - 328 -1687 Fax 888 - 362 -2737 www.3m.com/firestop Recycled paper 40% pre- consumer 10% post- consumer a� or Litho in U.S.A. © 3M 2001 09/22/2005 97:45 305628667 GULF PLUMBING INC PAGE 02 Bop. 22 2025 itai i3R1 Pi 1Siotton A' . S1,mdem e.. C M 69 Kaunas 4- 0 and 1 Hr (Bee Item 30) 1, Moor tar Wen Pam Min 2.1/2 M. thigh reTnforeed lightweight or normal weigh (100.151 co concrete floor or Mtn $ to. thlck relte tlg itwelght or normal weight concrete wall. Wa11 may also be constructed of any UL Classified Concrete Blocks*. ,Max d m of opening is 8 In. See Concrete Steeke (CA category in me Fire Resistance Directory for names of menufect ors. 2, Through Penetrants — One nonmetallic pipe or conduit to be centered within-the firestop ayslem. The annolarSgeee within the 11restc , Warn tri dependent upon the max diem and typo or through penetrant Wad es tabulated In item 30. The followln_g types and sizes of nonmetllle pipes tuld oondults may be used A. Polyvinyl Merida (PM Pips Nam 4 in. Men (or smeller) f #dhedule 40 Cellular or scud Gore PVV pipe for use I1 �}(rooess or supply) ar vented (drain, wets, or vent)) piping sytte s. 8. Acrylonitr�k, taluta r e Styrene (ABS) pipe ,� Nom 4 in. diem (or ems io ?module 40 oetlgiaa• of solid Core ASS pa for use In atria t (process or supply) orvented (drain, weals or ven piM1 stems. • C. gold Nomaf~ta�tiio CanehuJt+ . Nom 4 In. diem or smaller) Schedule PVC conduit inataM4 in accordance tett' Article O47 of the National Eectrlcml Code, NPPA No. 70.) 0. Ciriorinet Po Chloride GPVC P( I . oloved (process ( j e,foe T Nom 4 n diem (pr efngllerj SqR 13.5 C,PVD pipe fur use in �PPtY) PiPlr� tlyetema 11r p System �-' fl system shall consist of the fOitowing; A. Packing Material Min 2 In, thl0krteas of 4 pcT mineral wool firmly packed into opening as a permancrif form. P55king material to be rscsaaad from tqp Claim of floor Or both murfaces of well as required Scr soobmmodeta the required thlekne$e of flit material, The use of the peeking mattrt+r1 within cis firsstop syslam IS dependant upon he max dfan' and tygpt: of the through penetrant as tabulated In 30. t3. P111, Vold or Carrlty Matariale f3arant.� Miff 112 In, thfokneas of nil matarial•applir d witivn the annulus, flush with le surface �offltoor orfvlth both surface of wan. SPeciFiliD TBCNNQLQc E INC — epedivel,100,101,102,1 ©5,120 or 129 Sealant Q. fit!„ Veld or Cavity eilaterialim _imp Strip—. Nom 1/4 in. thick intumescent rneteriaf faced on bofh wises with a plestro lam, supplied 611,1/2 ln. wits *trips The layers of wrap trip are Indlvtduafty wrapped around Ole through- penetrant with the ends butted and help to place with masking tape. Butted ends in euouessive fryers meyte aligned or offset, The edge of the wrap skips shah abut the surface of the concrete floor of wait. In floor essembtlee, the map strips are inateiied on the bottom shiest B•conorato fool: In wall esserttbries, the wrap strips err Irt$tafled an each aide or the oorwrete wall. The T Rang of the flrestraP system +a dependent upon the max darn and type of Waugh penetrant, noin annular sPeoe within the flreslvri systeM% me tree of Intl peoking matarie) wiithlri the treetop omits and the number of wrap orrice raquirad IS tabulated boom Max Diem '144/Pe of Nom use of Carols err Penetrant Through ons t Annular Penkit h; MO Wes =rip T Radon In. Space In. lir 2 'PVC Pipe, RN© C011dult Or CPVC Plibe 1M5 Optional 1 0 2 PVC Plpe, RN0 C pd� CPV0 Pipe or AU 314 , RequInKt 1 4 PVC Pipe, RNC CanNuit CPVC Pipe or 9/4 Required 2 1 AS5 Pipe t;-ar -2159 Iaproduasd nnvrtearafunzarwelers Lobaraoriae. trio. OfasteclerReveso:e1/9=0 ElanrAtclitearelattlas, Ire„SarreNes.NJ recce t ii g E0/Z0 3JVd Sry r,r�w,a {51�.SS9.r�Y.0 +rim t Talc 'No. NOI10f1aLSN00 NB 5t'e0L5550E EZ :It 5002/9Z/60 05/20/2005 07:45 3056E28657 FROM :CV • GULF PLUMBING INC PM hft7. . 22 2228 141;14PM P2 • �r•��+i.r' r�r, Y�• ..rnv�rvw�. -- .L— w�.•�rurrn+r..ua.m ��I SPECIFIED TECHNOLOGIES INC - �- SpecSe®1 RED wrpp Strip D. Stool Collier —Cellar febrloated from oath of precut ry,d9e] in. wok (No, 3L1 MSG) �tv shreat steel ev$9aht�r (system NA G.A.1.2?S9 Conte from wrap strip manufacturer, Caner shall be nom 1 -1/3 in, deep with min 1 in, wide by 2 in. tong anther teed far sacurement to the =orate floor cr watt Retainer tabs. We in. wide tapering down to 341 In. wide and iodated opposite the Ohahor Labe, are f0ldmd 130 degrees toward through-penetrant Waco t4 maintain the annular space arQUnd'tits throw. t3 retain ttrewrap strips Steel collarYNapped around wimp and threwgh penetrant with a 1 in. Wide overlap al Its perimeter Joint, Steel Wier tightened wound wnap strips and r nurgh psnte#trent using Min 112 in, wide by 0.035 in, WO stainless atael to clamp installed at mtdh (ght of the oiler. As an aiterrietcs ro the Real huge Clamp, the steel cigar earl be secured together by moans of bulb N. 5 by 1 /4 ln. tbrrg gpsei shoat metal screws. Collar atcur d to canorste surface with min 1/4 in, gem by 1-114 fbnp not c anarota screws In conjunction with min 1 Ih, Warn Steel fender washers. The number of fsgter ers ut cG is dspandenL upon the nom dam of the through per t Lr nt.1Wo fnatenettrs Byrnmertrioany loomed, Ore required far nom 14/$ through 2 In dram through penetrants, l'hrea faatengr6 symnietrleany Ideated, are 'required for nom 2.1/ 2 through 3 in. dram through penetrants. Four fasteners syrrm+etrigallY Iddetad, are required for nom 3 -1/2 through 4 in, dram through penetrants. In floor iteeembiles, one coder ie; usOd on the batium side of Ma eanorete floor. In wan assemblies. a collar is used an each aide ot the conoieta wan, 4 Ewing the UL IStinngg Mark 1 *Rearing the Ut, CU- Meehan Marking • 1 E0 /E0 30t/cl _i41a:�r1 'I'h;yhtiO;C�,'u nc, lr iC:. !3i)P5.492..'I 1 ,Ci NOIionetiSNOO ND 6b80L5550E EZ :tt 900Z/9Z/60 09/26/2005 11:23 3055570845 GN CONSTRUCTION PAGE 01/03 • .111 1111 9 MON MOW L999-399-90e 0 'f - + 1O .8 Nun 40034.9 way Ms go LL TO 39Vd ONI 9NIE WIT1d sins L998S99R2E 517:L8 98QZ/6Z/60 Page 2 PERMIT APPLICATION IMI'OI.CI \ r N(i Tl CL>S t. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m, and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED LN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOTI .FTS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and /or Miami -Dade Water and Sewer Department (IvIDWASD) approval is required for applications involving sewers. ... ............................... . . 11.1'11J.11![T - [Tease nail caret tlly Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my hotne or business under this and any other permit equals or exceeds fifty percent (50%) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. 1 am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1u Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Print Name Sworn to and subscribed before me this ta day of._ge, SC if e7-7 e,.J b 1vr:u.a NI.iG1� -IL ignature of Notary P c - State Personally of Florida OFFS N�DO� L NOTARY PUBLIC STATE OF FLORIDA ION NO. r r I COM •5 t is n Type of Identification Produced: STATE OF FLT 4^ s COUNTY OF MIAMI -DADE Signature of Con ctor / Qualifier hitVii e3iageavia Print Name a Sworn to and subsctibed before me this l _._ day of h/J ignature of Notary Public - State of Florida SEAL: Personally kn SHELIA DOVE' OTARY PUBLIC STATE OF OM ION RfFJ!Y5r MMISSION EXP. APR. 14,2006 Type of Identification Produc - 114 Sep 07 2005 1:39PM No. 5 REPORT: CLIENT: PROJECT: LOCATION: REPORTED TO: WLI FAX 3059491328 p.2 WITGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144th Street, North Miami, FL 33181 Telephone Miami (305) 944 -3401 - Fax. No. 949 -8698 9 -7 -05 GEOTECHNICAL SITE INSPECTION Village Del Mar Development Group, LLC Proposed Townhouses & CondorniniiimR Biscayne Blvd. & N.E. 105th Street, Miami Shores, Florida Village Del Mar Development Group, LLC 1655 N.E. 115th Street' Suite 12 Miami, Florida 33181- Attn: Brian Schienblum Date of Inspection: Purpose of Inspection: Area of Inspection: Results of Inspection: September 6, 2005 To visually confirm. the presence of virgin limestone below the proposed slab on grade. Floor Slab Areas On this date, as requested by the client, Wiungerter Laboratories, Inc. conducted a visual inspection of the soil conditions below the proposed 4 inch floor slab. Inspection of the surface materials in these areas revealed the presence of near surface virgin limestone with occasional pockets of sand. Therefore, field density testing shall not be required in. these areas. Placement of reinforcing steel mesh and concrete may proceed as planned. Inspector: AP Total Time: 2 hrs Respectfully submitted, WINGER RTES, INC. E. Patua Y .E. Florida Registration No. 62519 Order No. 03 -1420 1 The original of this report was signad and sealed by the above referenced. FloridaRegistered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. Sep 07 2005 1:39PM WLI FAX Fax 3059491328 p. 1 Wingerter Laboratories, Inc To: Mr. Brian Schienblum From: Alexis Paniagua Fax 305-675-9221 Pages: 2 Phones Data; 917!2005 Re: CC: ❑ Urgent WI For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Engineering Testing & Inspection Services 1820 NE 144th Street, North Miami, FL 33181 Telephone (305)944 -3401 - Fax. (305) 949 -8698 Lji � Design Group, Inc. Structural Engineers B International Engineering Services Design Group, Inc. 8529 South Park Circle Suite 120 Orlando, Florida 32819 December 13, 2004 Chief Building Official Miami Shores Village 10050 NE 2nd Avenue Miami Shores, Florida 1‘39 Voice 407 - 363 -9600 Fax 407 - 363 -9672 TJohnson @IESDesignGroup.com Reference: Village Del Mar Bulkhead 1655 NE 105th Street Miami Shores, Florida I. E. S. Design Group, Inc. Project Number 03 -078 Dear Sir: The construction of the continuous cap on the bulkhead for the above referenced project was performed by KMI Marine Construction Inc. in accordance with the attached sketch. This modified cap construction is acceptable as an alternate to the cap as shown on the permitted construction documents. The alternate cap construction was used in order to simply the work of the contractor. Please contact this office you have any questions regarding any of the above information or the attached sketch. Very truly. yours, INTERNATIONAL ENGINEERING SERVICES DESIGN-GROUP, INC. 0+ Fr cis T. Johnson, P.E. President ADDITIONAL STEEL ADDED FOR CAP EXPANSION (2) #5 CONTINUOS REBAR w / #3 REBAR TIES CAD 12" O.C. w/# 18" LAP. #5 CONTINUOS REBAR w / #3 REBAR TIES © 12" O.C. AS PER APPROVED PLANS CAP EXPANSION DETAIL SCALE. I E DESIGN GROUP, INC. S STRUCTURAL ENGINEERS INTERNATIONAL ENGINEERING SERVICES DESIGN GROUP, INC. 8529 5. Pork Orc Ste. 12R. Oriandat ►1 52519 407- 363 -9600 x_ 11593 IPA 1 st. ARBAB ENGINEERING, INC. - CONSUL1 NG ENGINEERS • 11900 BISCAYNE BOULEVARD, SUI1E 508 • NOR1H MIAMI. FLORIDA, 33181 • PH N0. ) 891 -5049 • FAX : 891-0504 PROJECT NAME • V Ile14%46PFle i S 5 Tot REPORT No. c0Na NO " BP 63 ..! 6g5 DATE WEATHER GENERAL CONTRACTOR :, v2-1 (110 TIME • FAIR ___./....CLOUDY RAIN REMARKS TT440- ELI AMA- 'Dor tai figiry . 0 Co N t J-T E - o j2. LAC oett4T 01� N 1►fr®ig- 414 G. S W w' fit- -0 Mal/0ED AS "edtvrESTEQ A r 'Me I Nl a TOrs p/3 Avio Ku) EavE.s7"Et) atoaxg. l v snE, Govt as PsA- '1444, P°'Q2 Akio- A g:m/fog-cp., c. . ACCEPTED A 4 g eT W REINSPECTION NECESSARY INSPECTED BY • GEOTECHNICAL 1-IYDROGEOLOGY YIYDROGEOLOGY ASBESTOS 71/IIII�� .� - \\ l 7iy DYNATECH ENGINEERING CORP. Miami, May 11, 2004 Mr. Ken Vella KMI MARINE, INC. P.O. Box 221291 Hollywood, FL Re: Proposed Sea Wall 105 Street & Biscayne Blvd. Miami, FL Dear Mr. Vella: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request; DYNATECH ENGINEERING CORP., has performed a site inspection on April 9, 13, 14, 16 & May 6, and 11, 2004 at the above referenced project. The purpose of our inspection was to document the pile logging operations and verify compliance with plans and specifications. All piles consisted of 12x12 prestressed, precast conventional concrete piles and were driven to the depth indicated on the attached field log. Enclosed find copies of our field log inspection. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wiss Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN/jg 750 West 84 Street, Hialeah, FL 33014 -3618 ® Phone (305) 828 -7499 ° Fax (305) 828 -9598 DYNATECH ENGINEERING CORP. REPORT OF PILE DRIVING INSPECTION CLIENT : KMI Marine, Inc. PROJECT : Proposed Sea Wall (Village Del Mar) ADDRESS :105 NE Biscayne Blvd., Miami, FL 750 WEST 74TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 DATE: 4 -9 -04 HAMMER USED: 350016 PAGE NO.: 1/1 PILE TYPE PILE NO. 1 2 3 4 5 REMARKS 1W W W W W 1 2W W W W W 2 3W W W W W 3 4W W W W W 4 5W W W W W 5 6W W W W W 6 7W W W W W 7 8W W W W W 8 9 8 6 8 7 4 9 10 9 6 9 9 6 10 11 10 8 10 12 9 11 12 12 10 13 13 12 12 13 13 11 16 26 17 13 14 26 28 28 29 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 Pile Size (Inches) 12x12 12x12 12x12 12x12 12x12 Length (Feet) 20' 20' 20' 20' 20' Bearing Required N/A N/A N/A N/A N/A Penetration Last 5 Blows N/A N/A N/A N/A N/A Formula Tons N/A N/A N/A N/A N/A Depth Driven Feet 14 14 14 13 14 NOTE: Depth Driven Refers To Existing Ground Elevation DYNATECH REPORT OF PILE DRIVING INSPECTION CLIENT : KMI Marine, Inc. PROJECT : Proposed Sea Wall (Village Del Mar) ENGINEERING CORP. 750 WEST 74TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 DATE: 4 -13 -04 HAMMER USED: 350016 PAGE NO.: 1/1 ADIJKaJ55 : iu jrra num.ayu 1/17 WI L.aas.ma, a.. PILE TYPE PILE NO. 6 7 REMARKS 1 W W 1 2 A A 2 3 T T 3 4 E E 4 5 R R 5 6 W W 6 7 W W 7 8 W W 8 9 7 6 9 10 9 8 10 11 9 13 11 12 12 16 12 13 29 17 13 14 29 14 15 15 16 16 17 1 17 18 18 19 19 20 20 21 21 2 22 22 23 23 2 24 24 25 25 26 26 27 27 28 28 29 29 In 30 31 32 33 34 35 31 32 33 34 35 Pile Size (Inches) Length (Feet) 12x12 12x12 20' 20' Bearing Required N/A N/A Penetration Last 5 Blows Formula Tons N/A N/A N/A N/A Depth Driven Feet 13 14 NOTE: Depth Driven Refers To Existing Ground Elevation DYNATECTI REPORT OF PILE DRIVING INSPECTION CLIENT : K II Marine, Inc. PROJECT : Proposed Sea Wall (Village Del Mar) ADDRESS :105 NE Biscayne Blvd., Miami, FL ENGINEERING CORP. 750 WEST 74TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 DATE: 4 -14 -04 HAMMER USED: 350016 PAGE NO.: 1/1 PILE TYPE PILE NO. 8 9 10 11 12 13 14 15 16 17 REMARKS 1 W W W W W W W W W W 1 2 W W W W W W W W W W 2 3 W W W W W W W W W W 3 4 W W W W W W W W W W 4 5 W W W W W W W W W W 5 6 W W W W W W W W W W 6 7 W W W W W W W W W W 7 8 W W W W W W W W W W 8 9 9 5 4 5 6 5 6 5 6 5 9 10 12 7 4 7 8 7 6 5 6 5 10 11 15 11 7 8 12 8 8 7 8 6 11 12 16 13 10 11 13 8 12 8 10 10 12 13 28 13 11 12 13 12 15 10 10 11 13 14 28 20 12 16 16 16 11 13 13 14 15 17 18 19 18 11 17 19 15 16 20 28 28 28 19 28 24 16. 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 34 35 35 Pile Size (Inches) 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 Length (Feet) 20' 20' 20' 22' 22' 22' 22' 22' 22' 22' Bearing Required N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Penetration Last 5 Blows N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Formula Tons N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Depth Driven Feet 13 14 14 16 16 16 16 16 16 16 NOTE: Depth Driven Refers To Existing Ground Elevation DYNATECH REPORT OF PILE DRIVING INSPECTION CLIENT : KM Marine, Inc. PROJECT : Proposed Sea Wall (Village Del Mar) ADDRESS :105 NE Biscayne Blvd., Miami, FL ENGINEERING CORP. 750 WEST 74TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 DATE: 4 -16 -04 HAMMER USED: 350016 PAGE NO.: 1 PILE TYPE PILE NO. 18 19 20 21 22 REMARKS 1W W W W W 1 2W W W W W 2 3W W W W W 3 4W W W W W 4 5W W W W W 5 6W W W W W 6 7W W W W W 7 8W W W W W 8 9 5 6 5 6 5 9 10 5 8 5 6 5 10 11 7 8 8 7 7 11 12 10 10 11 7 7 12 13 11 12 13 9 9 13 14 15 15 14 11 10 14 15 18 17 17 13 11 15 16 28 27 29 26 28 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 - 30 31 31 _ 32 32 33 33 34 34 35 35 Pile Size (Inches) 12x12 12x12 12x12 12x12 12x12 Length (Feet) 22' 22' 22' 22' 22' Bearing Required NIA N/A N/A N/A N/A Penetration Last 5 Blows N/A N/A N/A N/A N/A Formula Tons N/A N/A N/A N/A N/A Depth Driven Feet 16 16 16 16 16 NOTE: Depth Driven Refers To Existing Ground Elevation DYNATECH REPORT OF PILE DRIVING INSPECTION CLIENT : KM Marine, Inc. PROJECT : Proposed Sea Wall (Village Del Mar) ADDRESS : 105 NE Biscayne Blvd., Miami, FL ENGINEERING CORP. 750 WEST 74TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 DATE: 5 -6 -04 HAMMER USED: 350016 PAGE NO.: 1 of 3 PILE TYPE PILE NO. 23 24 25 26 27 28 29 30 31 32 REMARKS 1 W W W W W W W W W W 1 2 W W W W W W W W W W 2 3 W W W W W W W W W W 3 4 W W W W W W W W W W 4 5 W W W W W W W W W W 5 6 W W W W W W W W W W 6 7 W W W W W W W W W W 7 8 W W W W W W W W W W 8 9 4 5 5 4 5 4 5 4 5 5 9 10 6 5 6 4 5 4 5 5 4 5 10 11 8 7 8 7 8 7 8 6 7 4 11 12 10 11 8 10 10 7 11 6. 9 7 12 13 14 13 10 11 13 11 13 8 12 11 13 14 17 15 12 12 14 11 15 12 14 14 14 15 19 18 15 14 16 13 17 13 16 18 15 16 27 28 28 26 29 24 28 26 28 21 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33'' 34 34 35 35 Pile Size (Inches) 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 Length (Feet) 22' 22' 22' 22' 22' 22' 22' 22' 22' 22' Bearing Required N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Penetration Last 5 Blows N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Formula Tons N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Depth Driven Feet 16 16 16 16 16 16 16 16 16 16 NOTE: Depth Driven Refers To Existing Ground Elevation DYNATECH REPORT OF PILE DRIVING INSPECTION CLIENT : KMI Marine, Inc. PROJECT : Proposed Sea Wall (Village Del Mar) ADDRESS : 105 NE Biscayne Blvd., Miami, FL ENGINEERING CORP. 750 WEST 74'E STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 DATE: 5 -6 -04 HAMMER USED: 350016 PAGE NO.: 2 of 3 PILE TYPE B B B B B B B B B PILE NO. 33 34 35 36 37 38 39 40 41 42 REMARKS 1 W W W W W W W W W W 1 2 W W W W W W W W W W 2 3 W W W W W W W W W W 3 4 W 5 4 5 4 5 5 4 5 4 4 5 W 5 4 5 4 5 5 4 5 4 5 6 W 7 6 6 5 6 5 6 7 7 6 7 W 10 7 6 8 8 7 10 8 7 7 8 W 10 10 8 12 11 10 12 8 10 8 9 5 13 12 10 15 13 13 15 10 11 9 10 4 14 15 11 17 16 18 18 11• 13 10 11 6 17 20 13 19 17 15 21 13 15 11 12 7 21 21 16 21 20 19 23 16 17 12 13 9 20 23 20 25 22 22 25 19 19 13 14 10 22 25 23 23 25 23 30 21 22 14 15 15 24 28 25 27 23 27 29 23 24 15 16 27 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 • 25 26 26 27 27 28 28 29 29 30 30 31 31 32 32 33 33 34 . 34 35 35 Pile Size (Inches) 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 Length (Feet) 22' 26' 26' 26' 26' 26' 26' 26' 26' 26' Bearing Required N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Penetration Last 5 Blows N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Formula Tons N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Depth Driven Feet 16 15 15 15 15 15 15 15 15 15 NOTE: Depth Driven Refers To Existing Ground Elevation DYNATE€H REPORT OF PILE DRIVING INSPECTION CLIENT : KMI Marine, Inc. PROJECT : Proposed Sea Wall (Village Del Mar) ADDRESS : 105 NE Biscayne Blvd., Miami, FL PILE TYPE PILE NO. B B B B r ENGINEERING CORP. 750 WEST 74TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 DATE: 5 -6 -04 HAMMER USED: 350016 PAGE NO.: 3 of 3 B 43 44 45 46 47 REMARKS 1 2 3 4 5 6 7 w w w w w w w w w w w w w w w 1 2 3 5 4 4 5 5 4 5 4 5 4 7 7 7 6 10 10 7 10 7 11 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 11 8 13 12 8 13 8 15 10 14 9 15 11 17 10 15 17 13 21 11 17 10 11 26 15 23 13 21 25 19 28 19 22 12 24 20 25 21 22 28 28 24 28 25 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 rue size iincnes) Length (Feet) X 26' 14A1L 26' 26' ��• -�'- 26' - -• - -- 26' Bearing Required N/A N/A N/A N/A N/A Penetration Last 5 Blows N/A N/A N/A N/A N/A Formula Tons N/A N/A N/A N/A N/A Depth Driven Feet 15 15 15 15 15 NOTE: Depth Driven Refers To Existing Ground Elevation DYNATECH ENGINEERING CORP. REPORT OF PILE DRIVING INSPECTION CLIENT : KM Marine, Inc. PROJECT : Proposed Sea Wall (Village Del Mar) ADDRESS : 105 NE Biscayne Blvd., Miami, FL PILE TYPE PILE NO. B B B B 750 WEST 74TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 DATE: 5 -11 -04 HAMMER USED: 350016 PAGE NO.: 1 of 2 B B B B B B 48 49 50 51 52 53 54 55 56 57 REMARKS 1 2 3 w w w w 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 5 w w w w w w w 1 w w w w w w w w w 2 w w w w w w w w w 3 5 5 4 5 5 5 4 5 4 4 5 5 5 4 5 5 5 4 5 4 5 4 3 8 9 7 4 8 7 5 6 7 6 8 9 9 6 9 10 6 00 7 7 10 10 11 8 11 11 7 10 12 8 10 13 11 15 13 10 13 13 10 11 17 9 11 17 15 13 15 15 11 13 20 10 17 13 19 17 16 18 17 13 15 23 11 19 21 24 29 28 27 29 18 25 28 24 • 28 12 23 13 25 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 30 31 31 32 32 33 33 34 34 35 35 Pile Size (Inches) 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 12x12 Length (Feet) 26' 24' 24' 24' 24' 24' 24' 24' 24' 24' Bearing Required N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Penetration Last 5 Blows N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Formula Tons N/A N/A N/A N/A N/A N/A N/A N/A N/A ' N/A Depth Driven Feet 15 12 12 12 12 12 13 12 12 12 NOTE: Depth Driven Refers To Existing Ground Elevation DYNATECH ENGINEERING CORP. REPORT OF PILE DRIVING INSPECTION CLIENT : KMI Marine, Inc. PROJECT : Proposed Sea Wall (Village Del Mar) ADDRESS :105 NE Biscayne Blvd , Miami, FL 750 WEST 74m STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 DATE: 5 -11 -04 HAMMER USED: 350016 PAGE NO.: 2 of 2 PILE TYPE B B B B PILE NO. 58 59 60 61 REMARKS 1 W W W W 1 2 W W W W 2 3 W W W W 3 4 5 4 5 5 4 5 5 4 5 5 5 6 8 6 7 8 6 7 10 10 9 10 7 8 11 13 10 13 8 9 11 15 11 15 9 10 13 18 13 17 10 11 17 21 16 20 11 12 29 23 30 21 12 13 24 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 _ 30 31 31 32 32 33 33 34 34 35 35 Pile Size (Inches) 12x12 12x12 12x12 12x12 Length (Feet) 24' 24' 24' 24' Bearing Required N/A N/A N/A N/A Penetration Last 5 Blows N/A N/A N/A N/A Formula Tons N/A N/A N/A N/A Depth Driven Feet 12 12 12 13 NOTE: Depth Driven Refers To Existing Ground Elevation 10/28/2004 13:30 3053801847 3053881847 FRANK ADRIAN .\\N/ F.A.C.C. PRANK ADRIAN I CORPORATION P CONSTRUCTION MAW, 11 , 33263 PH: (305) 796-6000 FAX: (305) -1 $47 (including cover page) COMMENTS: `--r k t PAGE 01 AOV ► AT-43 C�L 1,4 cac I AT vTlik '1E Ia oa EaATT Think You! NE (vs � P acb3 - t657 BUILDING -PEWIT AWL-ICA FBC 2001 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit -No. 31 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) V , i� of D Ft et/0-0_ Phone # S- -9G S'- Scrf'%3 Owner's Address /2490 of C--- -1 OS- ST- City fry" -.-4 S lsaatq State Zip 331.3 Tenant/Lessee Name Phone # Job Address (where the work is being done) / 2"© "I 'G— / OS`- Ir City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO zip 33t3 -' Contractor's Company Name 6.. ^j 60-3 Srnvrcn ,:s.J Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: DAddition []Alteration ONew ❑ Repair/Replace O Demolition Describe Work: /651 t 4-/L- , ".175-. **************************Fees****************************** Submittal Fee $ � Permit Fee $ Notary $ Training/Education Fee $ CCF $ Technology Fee $ CO /CC Scanning $ " ° '" Radon $ Zoning R Bond $ Code Enforcement $ ° Structural Plan Review. $ Total Fee Now Due $ ?Li (Continued on opposite side) MAR 14 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing trument was acknowledged before me this ja The foregoing instrument was acknowledged before me this day of 3 ,20 or, day of ,20 ,by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: ! ° 3/' /© �7--ki1.c =1-. Plans Examiner Chc 05/13/03 5,2 t VII Engineer Zoning Disapproved MIAMI -DADE COUNTY FIRE RESCUE REQUEST FOR PLANS REVIEW Fire Dept. Plan Tracking # ST/ ? Previous Track # '7 Fire Dept. Application # Permit # Building Dept. Process # g-- Master permit # (If subsidiary) Permit Type (Check one.) 'Iuilding Permit Fire Alarm Permit, Sprinkler System Permit Fire Suppression/System Type: Water Main Ext./Fire Hydrant Permit Other Permit Permit Information (Check one.) Stand - alone Permit Subsidiary Permit Master Permit Review Status (Check all that apply.) New Permit Application ,Rework of a plan still in process Revision to an existing permit Expired Permit or Renewal Restamp Other Not Applicable for Fire Review *Other Scope of Work: JURISDICTION/ BUILDING DEPARTMENT (Check one.) Miami -Dade County (OR) Municipality: City of *VI 7A I St%{ovite PLEASE PRINT ALL INFORMATION CLEARLY Project Name: � l ' (. *& D � yAA41... C 0,445 0 Job Address: % a.0 Q &S E /OS' SritE6i City: NYt t i4r t 1 SiLtitt.S1 State: Contact Person: tit./ q-„5 SC, t„ LLAf,ti Company Name: Phones: #1 ( ?LS'ss7p3 Zip: ag #2(366) S^ q /Yr Permit Relationship: (i.e. Owner, Arch., Eng., Expeditor, Contractor, etc.) a"'"461/. -. Cost of Contract: $ Square Footage: 330 e 0 Yit Number of Stories: 3 o290 Number of Heads/Devices: Number of Units: /(if NOTE: Our department will make every effort to have Fast Track review within 3 -5 business days and Drop Off review within 9 business days. I have read the above NOTE and I am requesting a Special Request Plans Review to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one -hour. Signature: Print Name: gR..t/t.s SGEfkr,s- 4L„,,.„„., For Office Use Only. Registered by: Drop Off Review: Fast Track Review: For inspections call: Miami -Dade County Fire Prevention (786) 331 -4798 08/03MCW Rev. 12/03 Page: 1 Document Name: untitled MMISCAPL BUILDING DEPARTMENT 05/27/2004 MOD MISCELLANEOUS APPLICATION 13:01:12 PPLICATION DATE 05/25/2004 PROCESS NO. X OTHER DEPT. APPLICATION NO. 04329 -002 CONTACT NAME BRIAS SCHEKINBLUM SUB TOTAL ADDRESS 1200 105 ST CITY MIAMI SHORES STATE FL ZIP BNZM1142 PAGE 1 BORREGO PHONE 3059655893 COUNTY AGENCY TEES FEE UNIT USER PE CODE UNITS DESC FEE DESCRIPTION ID E F053 7000 EACH ..FIRE FEE BORREGO PF1 = UPDATE PF5 = ADD MORE FEE PF8 = NEXT PAGE NEXT SCREEN NEXT KEY OVERTYPE FIELDS TO BE MODIFIED...PRESS PF1 TO UPDATE PAID ND DEL PF9 = ADD MISC APL Date: 5/27/2004 Time: 1:01:39 PM MIAMI "SATE: D, 4ee 'DADE COUNT,' FIRE RESCUE REQ ZEST FOR PL¢.NS REVIEW Fire Dept. Plan Tracking # Fire Dept. Application # Building Dept. Process # 144 pevious Track # Permit # Master Permit # (If subsidiary) Permit Type (Check one.) Building Permit 0 Fire Alarm Permit 0 Sprinkler System Permit ❑ Fire Suppression/System Type: 0 Water Main Ext./Fire Hydrant Permit 0 Other Permit Permit Information (Check one.) El Stand -alone Permit .0 Subsidiary Permit 0 Master Permit Review Status (Check all that apply.) 'New Permit Application 0 Rework of a plan still in process 0 Revision to an existing permit 0 Expired Permit or Renewal 0 Restamp 0 Other 0 Not Applicable for Fire Review 0 Other Scope of Work: JURISDICTION/ BUILDING DEPARTMENT (Check one.) 0 Miami -Dade County (OR) Municipality: City of /4 i , / S /{&S PLEASE PRINT ALL INFORMATION CLEARLY Project Name- V/ L - Af-t_ vv44{a . e-ari too Job Address• f).-) d r i E / OS-"n � e-c-,r- City: vvi roll/ 62/0,41.C-5. State: rr_ Zip :.12 /..?? Contact Person: `R 4-14,,1 <Cl r,fst uw Company Name: J/ /u /104,�. �c�c w mss- ce c. Phones: #1( ) `J6.S- SW 3 # 2 ( cir) ft 99- ? /YY Permit Relationship: (i.e. Owner, Arch., Eng., Expeditor, Contractor, etc.) ol. -,r .,- Cost of Contract: $ Square Footage: 33, 4 o o J�} .rf D Number of Units: / Number of Heads/Devices: Number of Stories: NOTE: All Plans must be picked up within two (2) weeks of notification of completion. XI am requesting a Special Request Plans Review to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one -hour. Signature: 2 - -_ Print Name: 73.., AA SCt{c!. L ., For Office Use Only. Drop Off Review: For plan review information call: Miami -Dade County Fire Engineering (786) 315 -2771 For inspections call: Miami -Dade County Fire Prevention (786) 331 -4798 08/03MCW Rev. 12/03 Approved Disapproved DATE: 3 /i Fee Due . 2e9 MIAMI -DADE COUNTY FIRE RESCUE REQUEST FOR PLANS REVIEW Fire Dept. Plan Tracking # Previous Track # Fire Dept. Application # Permit Building Dept. Process # Master Permit # (If subsidiary) Perrif a (Check one.) ottdang Permit ❑ Fire alarm Permit ❑ Spring., 'f system Permit ❑ Fire Suppression/System Type: ❑ Water Main EEtJFire Hydrant Permit ❑ Other Permit Permit Information (Check one.) ❑ Stand -alone Permit.. ❑ Subsidiary Permit 0 Master:Permi Scope of Wprk; Review Status (Check all that apply.) ❑ New Permit Application ya°Rework of a plan still in process 0-Revision to an existing permit 0 Expired Permit or Renewal .. ❑ Restamp ❑ Other ❑ Not Applicable for Fire Review ❑ Other jURISDICTION/: BUILDING .DEPARTN NT (checic�one.) a Miami- DadeCounty (OR) 542Vbmitipalifyi Ci * of si ns -s PLEASE PRINT ALL INFORMATION EARLY. Protect Naive: .17/ i- A E bC� yg2 a nt o /aov 441E b Sm -e - Job Address: City: ryt / A.- o 6--C State: ( -- Ziip: /3 Contact Person: 11 A.-I 4,3 SC Fi..) 81- u Company Name: l /k- &C c4 �+, a c- ✓ < ,,we cg, Phones: #1 ( 3os-) 9A -S8 9� it 2 ( 3c ,s- ) 211-9/97 Permit Relationship: (i.e. Owner, Arch., Eng., Expeditor, Contractor, etc.) 6 Cost of Contract: $ Square Footage: 33a ®o P Number of Stories: .� Number of Heads/Devices: a ? G Number of Units: / NOTE: AU Plans must be picked up within two (2) weeks of notification of completion, am requesting a Special Request Plans Review to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one -hour. Signature: Print Name: 73 n- it6n1 SofCr.,Mtaw+,, For Office Use Only. Drop Off Review: Registered by: Fast Track Review: .For plan review information call: Miami -Dade County Fire Engineering (786) 315 -2771 For inspections call: Miami -Dade County Fire Prevention (786) 331 -4798 08 /03MCW Rev. 12/03 I •d METRO-DADE BACKF LOWS TO: Mabel' or Claudio e--FACSIMILE TRANSMITTAL SHEET is tr,3.....v059 FROM: Dulce Gomez COMPANY: City of Miami Shores FAX NUMBER: 305-756-8972 DATE: 3/31/2006 TOTAL NO. OF PAGES iNCLUD NG COVER: 2 PHONE NUMBER: RE: Certification 0 URGENT 0 FOR REVIEW El PLEASE COMMENT 0 PLEASE REPLY 0 PLEASE RECYCLE NOTES/COMMENTS: The following is the certification. Sincerely, Dulce Gomez Vice-President 4474 WESTON ROAD #125, WESTON, FLORWA 33331 DADE: 305-638-2444 BROWARD: 954-680-4823 FAX: 954-880-1889 OBEC 13rd3SEl1 dH Wd99:i 9002 IC JeW ?Nit Metro.Dade Backfiowa 4474 Weston Road #125 Weston, FL 33331 305-038- 2444 954 - 6804823 Bacidlow Test & Maintenance Repo rt Customer. '/1 i t CL-9.. - I !U--{ r Test Month: 1 0 0 lu /05 Meter No. i t QED ( Sli 4) it °s ,fit- 33/ 3 .g Location of Assembly: `'A ....fro -k-4 .---(s b 1 o r\ ~.-.ice J .- t Type: RPZ (ivy/ RPDA () DCVA () PVB () Size: Manufacturer. LA -A 1-1m Model: 00C4 hcl c7 ar Serial No. Q5 1 C -7 Test Gauge Manufacturer t`Yl l61c.A..'c` ... -- Gauge Serial No. /003/00 '' Line Pressure: Wye Strainer Cleaned: Yes () None ( ) 4r a • d NOTE: All repairs shall be completed within ten (10) days, Remarks: I hereby certify that this data is accurate and reflects the proper operation and maintenance of the assembly at the time of Inspection. Tester: '� ... ,e., ° kale Number Valid Through: OEEE 13r213Sbrl dH Wd9S:I 9002 TE Je'W Check Valve #1 Relief Valve Check Valve #2 Pressure Vacuum Biker () leaked yrclosed tight diff. pressure cross, check valve 0 aril n at: psi () Leaked (.4 dosed tight duff. pressureJc check valve . psi Air inlet opened at , Psi () did not open Check Valve: () leaked held at psi <2.0 (must repair) () did not open ( aned only replaced: () rubber kit () CV assembly or () disc () 0-rings () seat () spring () stem /guide () retainer lock nuts ) other ( leaned only replaced: () rubber kit () RV assembly or () diaphragm (s) () seat () spring () guide ( ) o.rings () other ( of/Cleaned only replaced: () rubber kit () CV assembly or disc () o-rings () seat () spring () stern/guide () retainer () lock nuts () other ( ) cleaned only replaced: () rubber kit () CV assembly ( ) disc, air in () disc, CV () spring, air () spring, CV () retainer () guide () ring () other Diff. pressure ss ss check valve ! ' i Opened at psi Diff. pressure across check valve 7 psi Air inlet psi Check, valve psi _ a • d NOTE: All repairs shall be completed within ten (10) days, Remarks: I hereby certify that this data is accurate and reflects the proper operation and maintenance of the assembly at the time of Inspection. Tester: '� ... ,e., ° kale Number Valid Through: OEEE 13r213Sbrl dH Wd9S:I 9002 TE Je'W Jan.18. 2000 1:190 No 1028 - Ft„, = 2,k1,4,4 I4& At b r\ 9444:5 6-Es `fits a o_ �-� Ca\st-e Co) 3( 412- y32_(to Jan.18. 2000 1:19AN No.1028 P 3 ?age: 1 Document Name: untitled AMISCAPL BUILDING DEPARTMENT BNZM1142 03/31/2006 ADD MISCELLANEOUS APPLICATION PAGE 1 07:35:07 JOSEHZ APPLICATION DATE 03/31/2006 PROCESS NO. X2006130819 OTHER DEPT. APPLICATION # OR BLDG DEPT. PERMIT # /ADDRESS: 04329 -0Q218 CONTACT NAME MIAMI SHORES SUB TOTAL $416.00 ADDRESS CITY STATE ZIP PHONE COUNTY AGENCY SALES FEE UNIT USER PAID TYPE CODE UNITS DESC FEE DESCRIPTION ID FEE IND FIRE F053 41600 EACH FIRE PEE JOSEHZ 416.00 PF1 = UPDATE NEXT SCREEN NEXT KEY dIISC APPLICATION ACCEPTED. .. ENTER NEXT KEY TO CONTINUE PF9 = MOD MISt APL Date; 3/31/2006 Time: 7:37:07 AM Y.10' EDI lk NISCELLANEOUS RECEIPT O31-44)6 PIPROCt.:S3 MO: X2006130813 MIAMT Sh r-. I cc, C 'co REVIEN F Ty p E coo FIRE f053 302/2006 07.00 LYCJA 90403310003 MSNZ453L CENTRAL "ecJan.18. 2000' 1:190 MEM0H•AN0UM 0.1028 B4 lding Contractor DATE s / • DiSpeotor .,:. ! Fire Engineering Bureau 8VB 1ECT Inspection Completion been armed and completed by the • • ' •Jt'3„i • i,sis�wa+Ctic�xYS have i�� . -r da. Fine Engineering meat:. • .';*;Live this form to • 06 S.W. • 26 Street, Suite 350 ' .:1144;10.,. Florida. 33175 all outstanding fees have been, wi3..1 be sa.+�►+ kliani.-Dade Fie : . 't, the Building CO Telephone: Fax: Signature 786 -315 -2771 786.315 -2922 Rev. Q3/O • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ThY:Sl1!IP' Elevator •••• • • •••• • • ••• ••• • • For: •• FRANK AQUIAN,coNFRUCTION CORP. -�� © CQC `�� ,� • T•L42SW13811. PA'LH 4144 N .4319.3•• Mte>A.; c \. 33�3°I We hereby accept from ThyssenKrupp Elevator the elevator(s) located at: VILLAGE DEL MAR #99956 -0000 BISCAYNE BLVD &-19 RF , vzoo N r� S MIAMI SHORES, FL - c`.% Manuf. Serial # - ET -5316 ( #2 OF 2 UNITS) Serial No.(s) : LOCAL Permit # - �-� I l /L J 20(405- 0 We have independently inspected the installation of the elevator(s) and the equipment and the installation is in accordance with the terms and conditions of the contract. The equipment is accepted in good working condition, cab, pushbutton indicator, doors, frames, and finishes are accepted in good condition. We understand and guarantee, warranty and free maintenance shall commence as of the date of this acceptance, and shall be our responsibility to assume all liability for persons or property being in, on or around said equipment. Subject to terms and conditions on reverse side. By Date 3/f/4 hoistway door access key in key box _ car and hall fire service key #H2389 fan -light key #H2395 ▪ key operated run/stop switch in car station #H2011 © set of elevator protection pads ▪ independent service key #H2395 # door torque seconds, door time can(s) of touch up paint for entrances Subject to terms and conditions on reverse side. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • •• • • •••• • • • • • • • . • • • • • • • • • ••• • ••• • • TERMS AND CONDITIONS • ThyssenKrupp Elevator shall not be held responsible for any loss, damage, injury, delay de en Qr� or Qf :x:4ng•oriroperty caused by: acts of government, civil or military authortie , year„ ce,cgrnmoti n, theft, vandalism, labor troubles, explosion, fire, power failure, wbtar damage, tfdtnlS, lighting, natural or public catastrophe, acts of God, or by any other cause which is unavoidable or beyond our reasonable control, and in any event, we shall not be liable for consequential damages. It is agreed that the consideration of the services enumerated herein that nothing in this agreement shall be construed to mean that ThyssenKrupp Elevator, or its representatives assumes any liability whatsoever on account of accidents, injuries, delay or detention to persons or property. The Purchaser shall remain the solely liable for any and all actions or claims for damages to persons or property while riding on, being in or about the elevator or the associated areas, regardless of whether such actions result from the use, operation, maintenance or condition of the elevators, machine rooms, hatchway or any other components parts; and the Purchaser does hereby further unconditionally agree to indemnify and hold harmless ThyssenKrupp Elevator and its officers, directors and employees from any and all claims as enumerated above, including, but not limited to, any demands, judgments, awards, liabilities, costs, attorney's fees or any other damages on account of any such actions or claims, regardless of the cause of said actions and regardless of any negligence upon the part of ThyssenKrupp Elevator. Purchaser should shut down the equipment immediately upon manifestation of any irregularities in operation or appearance in the equipment, notify ThyssenKrupp Elevator at once and keep the equipment shut down until the completion of the repairs and further, the Purchaser shall keep the equipment under continued surveillance by competent personnel to detect such irregularities. The Purchaser shall give ThyssenKrupp Elevator written notice within ten days after occurrence of any accident in or about the elevator. . • ... • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • ... Thyssen Krupp. Elevator • • • • For: • C l - 1�)9 �i N 5NSw \ %,N s 2\o Cocovo tits) 1 aw% P' ik :‘. 3-3(41 We hereby accept from ThyssenKrupp Elevator the elevator(s) located at: VILLAGE DEL MAR MIAMI SHORES, FL 11 \ -it Manuf. Serial #- °ET-5315 ( #1 OF 2 UNITS) Serial No.(s) LOCAL Permit # /'.�- We have independently inspected the installation of the elevator(s) and the equipment and the installation is in accordance with the terms and conditions of the contract. The equipment is accepted in good working condition, cab, pushbutton indicator, doors, frames, and finishes are accepted in good condition. We understand and guarantee, warranty and free maintenance shall commence as of the date of this acceptance, and shall be our responsibility to assume all liability for persons or property being in, on or around said equipment. Subject to terms and conditions on reverse side. #99956 -0000 Roo NE. tog Sr BY Date IN f .0 6 f hoistway door access key in key box car and hall fire service key #H2389 fan -light key #H2395 key operated run /stop switch in car station #H2011 0 set of elevator protection pads � independent service key #H2395 # door torque seconds, door time can(s) of touch up paint for entrances Subject to terms and conditions on reverse side. • • ••• • • • ••• •• •• • • • •• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • • ... • ••• • . • . TERMS AND CONDITIONS • • . . • . • • • . . . • • . . • . . • • . • • . . • . • . • • . • • • • • • . . . • • • • • ••• ••• • • ThyssenKrupp Elevator shall not be held responsible for any loss, damage, injury, delay or d ttntioYi of.plir"s�orts'br.j5foperty caused by: acts of government, civil or military authorties,twert c;u�lecor'hmo$on, theft, vandalism, labor troubles, explosion, fire, power failure, water damage, storms, lighting, natural or public catastrophe, acts of God, or by any other cause which is unavoidable of beyond our reasonable control, and in any event, we shall not be liable for consequential damages. It is agreed that the consideration of the services enumerated herein that nothing in this agreement shall be construed to mean that ThyssenKrupp Elevator, or its representatives assumes any liability whatsoever on account of accidents, injuries, delay or detention to persons or property. The Purchaser shall remain the solely liable for any and all actions or claims for damages to persons or property while riding on, being in or about the elevator or the associated areas, regardless of whether ` isuch actions result from the use, operation, maintenance or condition of the elevators, machine rooms, hatchway or any other components parts; and the Purchaser does hereby further unconditionally agree to indemnify and hold harmless ThyssenKrupp Elevator and its officers, directors and employees from any and all claims as enumerated above, including, but not limited to, any demands, judgments, awards, liabilities, costs, attorney's fees or any other damages on account of any such actions or claims, regardless of the cause of said actions and regardless of any negligence upon the part of ThyssenKrupp Elevator. Purchaser should shut down the equipment immediately upon manifestation of any irregularities in operation or appearance in the equipment, notify ThyssenKrupp Elevator at once and keep the equipment shut down until the completion of the repairs and further, the Purchaser shall keep the equipment under continued surveillance by competent personnel to detect such irregularities. The Purchaser shall give ThyssenKrupp Elevator written notice within ten days after occurrence of any accident in or about the elevator. * i L L' t) .'1 r'3'• 0 fil 'Jv � p � 1) A Cl 0) 0 z 7114EPEG1OO PATE Mouth Obi Yein I. M . o a (IJ a 0 8) Of 0 CO ta Q 0 0 0 C) • • • • • • • • • • r • viAtiasout" • • • • • • • • aCtiriplaInt Eidantract %Interim/ industry Oversight/Audit MIAMI COIJN vAmmiandtraae.km, ELEVATOR Office of Elevator Safety . ' page GSA Facilities & Utilities Management Division 201 West Flagler Street Miami Florida 33130451.0 T 305-375-1577 F 30-372-6367 INSPECTION REPORT SuldIng Ness 14 I /61 G D5L Mane of_ SERIAL NUMBER •Buillin9AEld7 Ala? efie'. 110 54or 9.5 33/3e OSEINITI .N8 • CEI - FL Oeftilled Elm/or Inspector CET - FL Certified Redstar Teal/Wan RED - It Regis/8W Reviler Ostapany • • . p.EfEr\.,' I 7-; . .1•Z: !,•-■ / (..": • VIOLATIONS • FOR VIOLATION OODEE, GO TO THE INTERNET ATI www.mlamidade.govigsafElevetorMehtesp 410LATICIN 1 Wi commcNT.::, )I ON.'L rommPf .TS 1J" E `;iippLEirc, Er rAL. REPO P Pt, Peaces Teas CI Arntiod °posits" • L.) , Other Results — Sse.AWN BraitirrequO Skirt !West Reaulis ifydro • Tim. WI- Benet 5.(10 PERSON FIECEIVU:C1 T131E; 11EP-C1,111 ReealteRatiket Sok Sp. Trip Sp. Side• 08V/Inu. figriatubs Tine Mgt Rime ' re Number • PLEAS E00 NOT Veri.iT OISLOW THIS LINO CrRTIrED • E E ATOP' I f',/ CTOR ' certify the/ 1 have personally performed 'Routine trispeotion . fl Periodk tests es prescribed by ASME A-11.1 Acceptance Inspection of nerve altered, Inaleitetion as recoesnended by theASIAS A17.2 fnepeotore Manuel . 0 Violations oitea on the. previous Inspeotion report have been corrected. rim installation meets or exceeds minimum standards Lev of Chapter 399, Florida Statutes, end Chapter30 et the Florida Building Gods adopted by Rule BB-3.047, Florida Administrative bode. d: This deyice • 0Cornplesydth • 0 Does Not Comply With 41y Is Exempt !rowel chapter 3ee.15, of the Reads Statutes: Regional ernergeney elevator epoessilisi key— • requirements. - Siguedure LC4J g`r#9 REc4 I C • Rink I C21 It I& - - : . . . NOTICE TO -CERT IF Rif) Gwi.08-4ed tieP•Mfen report must be rettimait to the ELEVATOR INSPECTOR Pi" cit /"Ievalr'r 841819. at the 4174' Balm° ifFsiltlilivrivei (5) working days of Inspection: - . No. 5 REPORT: CLIENT: PROJECT: LOCATION: REPORTED TO: . 0.� : uo$• .. i. O. •• • • . • • WINGERTER LABORATORIES, INC. : ' . ' . •.. ' • • • • • • • • • Engineering Testing & Inspection Services • • • • •. 1820 NE 144th Street, North Miami, FL 33181 Telephone Miami (305) 944 -3401 - Fax. No. 949 -8t 8 ": • • • • • • • • . . • • • • • • • • - • • • • • ' t2 -09!05 ' . GEOTECHNICAL SITE INSPECTION . • • . . • • • • • • • Village Del Mar Development Group, LLC .. .. "' Village Del Mar Water Front Condominiums Biscayne Blvd. & N.E. 105th Street, Miami Shores, Florida Village Del Mar Development Group, LLC 1655 N.E. 115th Street' Suite 12 Miami, Florida 33181 - Attn: Brian Schienblum Date of Inspection: December 08, 2005 Purpose of Inspection: To visually confirm the presence of virgin limestone on the parking and driveway areas Area of Inspection: All areas outside the building area Results of Inspection: On this date, as requested by the client, Wingerter Laboratories, Inc.'condicted a visual inspection of the pavement areas. Inspection of the site revealed the presence near surface virgin limestone with some superficial sand. Therefore, field density testing for the pavement areas shall not be required._ However, it is recommended that the site be cleaned of all debris and the surface proof rolled prior to placing -the compacted base material for the pavement section. Respectfully submitted, WINGERT RATORIES, INC. exis Florida Registration No. 62519 Inspector: AP Total Time: 2.0 Hrs. Order No. 03 -1420 1 The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. . • • • • • • • • • • • ;W1h�TGERTER LABORATORIES, INC. • • . • • •.. 'ng�neering Testing & Inspection Services • • • • • • • . 18i0111E 144th Street, North Miami, FL 33181 Telephone Miami (305) 944 -3401 - Fax. No. 949 -8698 ••�0 • ' •'• • • • . • •• •• • • • . •• • • • • • • • • • • • No.3 • • • • ..• ••• • • REPORT: GEOTECHNICAL SITE INSPECTION • CLIENT: ' • . • • ' ' • ; :Village Del Mar Development Group, LLC PROJECT: • • • • • ' • Village Del Mar Water Front Condominiums LOCATION: Biscayne Blvd. & N.E. 105th Street, Miami Shores, Florida REPORTED TO: Village Del Mar Development Group, LLC 1655 N.E. 115t` Street' Suite 12 Miami, Florida 33181 - Attn: Brian Schienblum 9 Date of Inspection: November 10, 2004 Purpose of Inspection: To visually confirm the presence of virgin limestone at the bottom of footing excavations. Area of Inspection: All footings exept Lobby & Elevator Areas Results of Inspection: On this date, as requested by the client, Wingerter Laboratories, Inc. conducted a visual inspection of the above footing excavations. Inspection of the materials at the bottom of the footing excavations revealed the presence of virgin limestone with occasional pockets of sand. Therefore, field density testing at the bottom of footings shall not be required. Placement of reinforcing steel and concrete may proceed as planned. Respectfully submitted, WINGERTER LABO Inspector: AP Total Time: 2.0 Hrs. tiler, P.E., P.G. Florida Registration No. 50771 Order No. 03 -1420 1 The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. 305 592 122 INSPE 1 10N DATE/ Iky lVixrtn tSill 000 lit ® 3 07. CO ® is Ci. w .. 0 asnitFIED ELEWddri- INSPE CTOR eQr'Ely f' B Routine Alteration Acceptance Callback • construction Final Acceptance Temporary Operating Inspection. . 0 Accident claim . Contract Monitoring . Industry Oversight/Audit MIAMI ' Office of Elevator Safety . GSA Facilities & 17h7ities-Management Division 2OI -West- Hagler Street wwrcw•aaiamidade gev . Miami Rorkla 33130 -1510 • T 305-375-1577 F 305 5372 -6367 Page_ ELEVATOR INSPECTION REPORT Building Name V fLL.Pl. _ . D L N► Al . • . Phone Bolding Address- -j , OOA) /0' 57 City /*4t If t.-&1 j r tes 33/3c DEFlNI'FIONS CEI • FL Carlitiad Beater frispeator CET- FL Ceatalad Elevatte Technician t1E0 - FL Rgloared'EIev rater Cowpony • VIOLATIONS • • FOR VIOlAT1ON CODES, GO TO THE INTERNET ATI ivww mlamfdatle .govfgsa#ElevetarMain.asp 4- r III: I gift SERIAL NUMBER I ? 4' 1 I oerdly Orates the ebester a •: ` pervlsor, 18lrentto depmvinsd tt,a eenelarolimr ..or shoat el elevator Irrslalletrcnetadeol fl'�,t nature • PHntha ma f r VIOLATION - YIOLATIONR • 1I a ©•o a 000 0 0 0 ©HIE 0paa Q Q' q Q' O 0 VIOLATIONS VIOLATION A vI USIOHa vIrURRm S L�J 0 0 0 1 3 pug PhoneNurrwie ` 9.. -9vi' VreLdntIN r • 910WttrDN VIOLATIONS iiiN IIH t•: �Or.161ENTS (FOR ADDITIONAL CorIME -r(TS USE SUPP LE r(E1IFC.ln FIEPOR: J �ttrt. lstPPa,OV b ff lUf L Reedit: Taste Results — EssfMW °Annual . 0 Five Yeer Brake. Torque S kirt Index Results - Hydro ResulsVast:0 Run NIL 1 Ct 0 f Ranter. 510 •5 t . PEi ON RECEIVIrd0 1- 11IS 11£P011I Tills Sr a, Sp. - Slide Trip Sp: • - Ptlll'vttithm PAC Nange .. Phone Number P LEASE ©O NOT Wp1TE BaicW THis •LJNtt CERTIFIED ELEVSTOT 1112PECrOlt I certify that I have personally performed or vvttnsssed: 8 Routine inspection Periodic tests ss prescribed by ASMEA17.1 Acceptance Inspection of new or eberegl inslatietidn as recommended by the ASME A17.2 inspectors Manuel 0 Vtolaaons cited on the previous Inspection, report have been corrected. al Installation meets or exceeds minimum standards 4.11.1 of Chapter 398, Florida Statutes, and Chapter 30 •ot the Florida Building Code adopted by Rule 9B- 3.O47, Florida AdiminIstrative Cale. 41 • I,Lafo .w i1 1L This device oCompiles -Whit O Does Not Cernply Wrth Ole Exempt Flnm- Chapter 398.15, of the Florida Statutes: Regional emergency elevator acmes/11e key reaulrements. cats mot • Qi 4t* ,. NOTICE TO CERTIFIED Completed Inspection sport must he returned to the ELEVATOR INSPECTOR Office of Elevator Setatyatthaeboieaakiress . within five (0) working days of Inspection. INSpEcr .13N [LATE Month ?Ywr .0 1 2 0 l 2 °2 o o o o 0 o Q 05 TYPE OF INSPECTION LJ Goutine 8 Alteration Acceptance Callback Conetniotfon Final Acceptanpe oral M Intimation Q Accident MIAMI CDUNaY�. wivwr miamidade4ev Miami Florida 331304510 T 3D5 375 -1577 F 3G5-372-6367 office of E vaiar Safely Page GSA FaciiitIe & Utilities Management Division 201 West Hagler Street ELEVATOR INSPECTION REPORT t' • vt.f1) G OCompialnt • 8 Contreet Monitannti Industry ©vereightlAudit City ..y -= - DEFINITIONS C'EI - FL CREW Emaior Impactor CET - FL catllad Bertabar Teahnlalsn REC - FL Aegmtenad Snake Company - VIOLATIONS • FOR VIOLATION CODES, GO TO THE INTERNET An wvrvr mlamtdscia,s ouJgsa Ell torMain.asp 1 es 7 353e ,.� FIRE.I. GCr FT ucTIc?.! Prim] Name +f rri '-I r.nrawerJrs iron ,AFri31 kord I. GOMMEVTS USG SLJPF`LCM,IL=b CuL RcPG`RT) Padua, Tosts Resells — Esn.JAf W Rowels - i tydro ReendeTiagtlan CEPTIFIEL'ELL-V.( TOP. IrJPI' C:I•OR R - �'^y I certify that I have personally performed ornes'sed: C) Aolutlne inspection Periodic tests as prescribed by ASME A17.1 Aoesptrar s Irrdpeaticm of new. or altered Inalelliatlorr as roccnroaended by the5ASME A17.2 inspectors Manual . Viotauuns cited on the. previous Inspection report have been corrected. installation meets wormed, minimum standards of Chapter. MB, FtoridaStatutes, and Cheptsr'8f1 of the Florida Building Code adopted by Rule 135-3.1:147, . Florida Administrative Gods. Prhtltrne PilarrNcaaber - - PLEASE UO NOT 440.1 -TE. BE CII,V.TH:f8 LlTdE- mgr- This device 0Complieayiith Does Not Comply With it's Exempt From ' Chapter 380.i5, of the Florida Statutes: Regional emergency elevatoraooessaffle+key • requirements: • Cla 0r'4s i cal. ex3 4`n= - NOTICE TO -CERTIFIED CtampieledCorrr eportmoatbareiumadlothe ELEVATOR INSPECTOR or# io tETevatorSedetgattheax aeiad --_ wRMit -thre (6) working days of inspPcUon No. 4 REPORT: • .•• • •• •• • • • • • • • • • • • • ••• • •. •. •• •• • •• • • ; • GERTER LABORATORIES, INC. • • • • • • fnineering Testing & Inspection Services • • • • 1820E 144th Street, North Miami, FL 33181 Telephone, i iami (305) 944 -3401 - Fax. No. 949 -8698 ••• • • • • • • • • : • . . . • • • • • . • • . • • • • • •• • • • •• • • • . . • . CLIENT: • • • • • • • PROJECT: • • • • • • LOCATION: REPORTED TO: Date of Inspection: .GJ QTECHNICAL SITE INSPECTION .• • ,7iellage Del Mar Development Group, LLC Village Del Mar Water Front Condominiums Biscayne Blvd. & N.E. 105th Street, Miami Shores, Florida Village Del Mar Development Group, LLC 1655 N.E. 115th Street' Suite 12 Miami, Florida 33181 - Attn: Brian Schienblum Purpose of Inspection: Area of Inspection: Results of Inspection: December 06, 2004 To visually confirm the presence of virgin limestone at the bottom of footing excavations. All footings Lobby & Elevator Areas On this date, as requested by the client, Wingerter Laboratories, Inc. conducted a visual inspection of the above footing excavations. Inspection of the materials at the bottom of the footing excavations revealed the presence of virgin limestone with occasional pockets of sand. Therefore, field density testing at the bottom of footings shall not be required. Placement of reinforcing steel and concrete may proceed as planned. Inspector: AP Total Time: 2.0 Hrs. Order No. 03 -1420 Respectfully submitted, WINGERTER LABORATO , i S, INC. Robert .. : �� er, P.E., P.G. Flo ' ' egistration No. 507'11 1 The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. • • ••• • • • ••• •• •• • • • •• • •• • .1+ FFICE :ai • • • • ••• • • • • • • • • • • • • • • • v • • • • •I• • • • • • •••• e CO GALE INSULATION • • • • • • • •• • •••• ... • • • • • • • • • •. • • • • • • • • CER'1'1I ICATE OF INSULATION- INStALL•AIIOls • • • • • '1ZtJII 1NG PERMIT# BPCS -- 16=3G9 •• • �•p7 �• •• ••• •• JOB ADDRESS: 1200 NE 105 ST 1VIIA 1 S6�Q1EEl ; ; • • • • • • • • •• • • • • • ••• ••' STATEMENT OF COMPLIANCE: We the underkigned hereby certify that the thermal insulation has been installed in the referenced building in compliance with the South Florida Building Code, Chapter 52 and the approved plans and specifications, and in accordance with good construction practice. The insulation furnished is of the type, thickness and R value as set forth below: AREA TYPE THICKNESS R VALUE MANUFACTURER EXTERIOR BLOCK WALLS (LOBBY WALLS TOO) FOIL 3/4" R-4.1 FI -FOIL MUL'TIFAMILY RESIDENTIAL CONSTRUCTION: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: Frame/Metal Stud Walls R -11 (min.); CBS or Concrete Walls R -3 (Min.) by Energy Code requirements. See Energy Code, Rev. 1/87, paragraph 903.2(b), on page 0 -17, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field INSULATION CC# CG009238 INSULATION CONTRACTORS SIGNATURE: BUILDER: HUMBERSTONE CONSTRUCTION SIGNATURE : THE AFFIANT, DAVE FIENE IS PERSONALLY KNOW T • ME Sworn to and subscribed before me thi ND Day of MAR 2006 CERTIFICATION DATE: MARCH 22, 2006 Notary Public, State of Florida umey Gil SUMEY GIL MV COMMISSSION # DD 233444 +0011,,W EXPIRES: August 31, 2007 141004NOTARY Fl Notary Discount Assoc. Co. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PEST CO L,:1114C. • • • • • • • • • • • CONFIR1VLATIQN QF.CfilVir,LkTION OF laPc-D-- 9 SUBTE ' TE TREATMENT AND LiMfrigo WARRANTY AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 PURCHASER'S NAME AND ADDRESS: G N Construction 1779 West 37 Street Suite 15 Hialeah, Florida 33012 TREATMENT S1 1E: 1200 NE 105 Street Miami, Florida DEVELOPMENT: Residence PERMIT NUMBER: N/A LOT: N/A BLOCK: N/A UNIT: N/A NUMBER OF STRUCTURES TREATED: 1 SQUARE FOOTAGE: 10,800 BUILDING: N/A CHEMICAL: Cypermethrin PRODUCT: Demon TC DATE OF COMPLETION: 03-10-06 LINEAR FOOTAGE: 600 1 YEAR WARRANTY Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Limitations, exclusions or conditions that affect the Company's obligation to retreat or repair damage , are a part of the contract. CO r id AC B , Flary fy Smades, 0resident SE NO. 1752 CONTROL, INC.N Revised on 0 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954-584-8588 • 1-800-749-8588 • FAX: 954-584-6117 • • • • • • • Subterranean Termite Treatment Limited Warranty Limitations, exclusions, or conditions that affect the company's obligation to retreat or repair damage, are a part of the contract. Terms and Conditions During the term of your limited warranty, any further treatment found necessary due to evidence ofsubterranean termites (ExcludingFormosan Ter- mites) will be done free of charge to the covered structure(s), andanystructuraldamagenecessitating repairs (up to $1,000,000) caused by subterra- nean termites (Excluding Formosan Termites) will be paid by Accurate Pest Control Inc. Accurate Pest Control will annually reinspect the property only at your request. The limited warranty term shall be:ahl ril) year tom .the date of completion. • ?ccurat /Pest Cont ih• 10. shall have the option ., qt extei447g the limier warranty annually upon homeowners paymeta of titnual renewal fee. . • •• •••• • •Yaur contrite; covers materials, labor; and • •,et-vice ittedl'ef to caalr any active infestation of subterrineap ter�,;ti,,; Excluding Formosan • armites.. 4 • limite! 'wa ^anty holder can, at artim! thee. : arranty period, request consultant •mod advicP•concerning termites or other pelt, dt'no charge to the owner: This limited warranty is transferable should the property be sold or otherwise transferred. Accurate Pest Control, Inc. shall be notified in writing of new ownership of the property. 1. is understood and agreed between the parties that this Agreement constitutes the complete agreement between the parties and the said agreement may not be changed or altered in airy manner, oral or otherwise, by a; representative of Accurate Pest Control, Inc. unless; such alteration or change be in writing and executed by a corporate officer of Accurate Pest Control, Inc. under its corpo- rate seal. 2. Fences, Free - Standing garages, or other outstructures are not included unless speci- fied in writing. 3. Structural or mechanical defects such as wood -to- ground contact, stucco below grade level on Wood Frame Construction, brick veneer on CBS Construction which reaches below grade level, or wood form boards or stakes which have been left in the ground must be removed. This is conducive to sub- terranean termite infestation and may destroy the effectiveness of Accurate Pest Control, Inc. treatment, thereby permitting infestation to occur after the date of initial treatment. If such conditions are discovered it is agreed that the customer will be responsible for making such modifications as are necessary to correct the structural or mechanical defect (including providing at least a 6" gap between the stucco and the grade level) and Accurate Pest Control, Inc. will, upon completion of said modifications, provide additional treat- ment deemed necessary by the Company to control an infestation if it occurs. 4. Accurate Pest Control, Inc. liability shall be terminated should Accurate Pest Control, Inc. be prevented from fulfilling its respon- sibilicies under the terms of the Agreement by reason of acts of war, whether declared or undeclared, acts of any duly constituted government authority, strikes, acts of God, or failure by the customer to allow Accurate Pest Control, Inc. access to the premises for any purpose contemplated by the Agreement or the Guarantee, especially, including re-in - spection, whether such re- inspection was re- quested by the customer or deemed necessary by Accurate Pest Control, Inc. 5. This Agreement covers the designated property as of the date of actual comple- tion. In the event the premises are structurally modified, altered or otherwise changed after the date of treatment, this Agreement shall terminate unless prior written agreement shall have entered into between the owner and Accurate Pest Control, Inc. to reinspect the property, provide additional treatment and/or adjust the annual renewal fee. 6. It is specifically understood and agreed that Accurate Pest Control, Inc. and the Property Owner are bound only by the terms of this Agreement and not by any other Representa- tions, oral or otherwise. 7. This is an optional warranty, renewable an- nually on the month in which treatment was initially provided. Cancelled check is proof of receipt of payment. The Company reserves the right to increase the annual fee. Revised October 1, 2003 PROCESS # FOLIO • • ••• C.O.R 8.08:': • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • ••• • • • • FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE , trnpbf}ant: J addle insertions on pages 1 - 7. Amended • • • • • • • . • ; : ; SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME • • VILLAGE DEL MAR DEVELOPMENT, LLC. BUILDING STREErADDRE3&(Inofuding•Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1200 NE. 106 gr . , • , • , . .. • CITY • • STATE • • MIAMI SHORES• • • • • • • • • • FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) TRACT B, " ANCO SUBDIVISION " PB. 53 PG. 54 MIAMI -DADE COUNTY BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.##" or ##.#####°) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: O.M.B. No. 3067 -0077 Expires July 31, 2005 by MDC -DERM - Oct 1999 For Insurance Company Use: Company NAIC Number ZIP CODE 33138 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2. COUNTY NAME MIAMI -DADE B3. STATE FL B4. MAP AND PANEL B5. SUFFIIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER J DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093 7 -17 -95 3 -2 -94 AE 8.00' B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile X FIRM ❑ Community Determined ❑ Other (Describe): BI 1. Indicate the elevation datum used for the BFE in B9: X NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): BI2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes X No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 6 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 1929 Conversion/Comments NA Elevation reference mark used COUNTY Does the elevation reference mark used appear on the FIRM? 0 Yes X No X a) Top of bottom floor (including basement or enclosure) 8.5 ft. X b) Top of next higher floor 19.25 ft. c) Bottom of lowest horizontal structural member (V zones only) N/A ft. N/A ft. d) Attached garage (top of slab) X e) Lowest elevation of machinery and/or equipment servicing the building A/C ON ROOF ft. X f) Lowest adjacent grade (LAG) 8.5 ft. X g)' Highest adjacent grade (HAG) 8.6 ft. h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 i) Total area of all permanent openings (flood vents) in C3h 0 sq. in. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION S .J 2 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME PEDRO LUIS MARTINEZ LICENSE NUMBER LS. 5443 TITLE PROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME ADDRESS 5600 W. 9 LANE SIGNATURE CITY HIALEAH DATE 02 -21 -2006 STATE ZIP CODE FL 33012 TELEPHONE (305) 362 -1127 FEMA Form 81 -31, anuary 2003 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS BPOa- 1659 c644/L'GtatAA-rtsfi6 (a)zr IMPORTANT: In these spaces, copy the corresponding Information from Section A. CITY STATE ZIP CODE •.• • • •• • • • �Palicy £ mbar • • • • • • • • • .•• • • • • ••• • • far Iasi,gant'Co)j ap)Z Use: Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATIO fyf®NIIIRUEDt • •: • : • Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/compatir • wig (3) bisildfnQ, g rner.• • • • • • COMMENTS •• ••• •• • • • •• • • • • • • • • • •• ••• • • • • • •• ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provider sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued,,or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS DATE TELEPHONE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 0 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is-authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for ❑ New Construction ❑ Substantial. Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ft.(m) _ ft.(m) Datum: Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME SIGNATURE TELEPHONE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 REPLACES ALL PREVIOUS EDITIONS Feb -21 –O6 08:18P Pedro L. Mart inez PSM PROCESS # FOLIO C.O.R $.08' 305 817 8595 P.01 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067 -0077 Expires July 31, 2005 Impo Cant: Read the Instructions on i - . us 1 .. 7. Amended by MOC -DERM - Oct 1999 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use. BUILDING OWNER'S NAME VILLAGE DEL MAR DEVELOPMENT, LLC. BUILDING STREET ADDRESS (including Apt , Unit, Suite, and/or Bldg. No.) OR P.Q. ROUTE AND BOX NO. 1E10 NE. 105 ST. CITY -- STATE ZIP CODE MIAMI SHORES FL 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc ) TRACT B " ANCO SUBDIVISION " PB. 53 PG. 54 MIAMI -DADE COUNTY BUILDING: USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if naee;isary.) RESIDENTIAL LATITUDF/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type):_ _ _ — r ##" - # ' - #to.## or #0.0 ❑ NAD 1927 ❑ NAD 1983 USGS Quad Map ID Other. _ SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION ' R1. Nf P COMMUNITY NA5 & COMMUNITY NUMB. COUNTY NAME MIAMI SHORES MIAMI -DADE I t33. STATE FL ._ i t34 MAP AND PANFI 85. SLiFFlIX i36. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER .1 DATE EFFECTIVE/REVI$ED DATE ZONE(S) (Zone AO. use depth of flooding) _ 7202500003 I 7- 17-95 3-2 -94 AE 8.00' 1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 59. ❑ rIS Profile X FIRM CI Community Determined ❑ Other (Describe): 1311 Indicate tho elevation datum used for the BFE in B9: X NGVD 1929 ❑ NAVD 1955 0 Other (Describe): _ y B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (CPA)? ❑ Yes X No Designation Date Company NAIL Number _ _ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Ci Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* X Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2 Building Diagram Number B (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) C3 Elevations —Zones A1-A30, AE, Ali, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, AR/Ali, AR/AO Complete items C3a -i below according to the building diagram specified in item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion Datum NGVD 1929 CanversioniComments NA Elevation reference mark used SEE BACK Does the elevation reference mark used appear on the FIRM? ❑ Yes X No X a) Top of bottom floor (including basement or enclosure) 8.5 ft. X b) lop of next higher floor 19.25 g l `� � C) Bottom of lowest horizontal structural member (V zones only) N�ft. d) Attached garage (top of slab) N/A ft. P • X el Lowest elevation of machinery and/or equipment -mil servicing the building ON ROOF ft. . X f) Lowest adjacent grade (LAG) $.511. X g) Highest adjacent grade (HAG) 8.9 ft. 8 h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 3 i) Total area of all permanent openings (flood vents) in C3h Lag. In. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. certify that the information in Sections A, B, and C on this certificate represents my beet efforts to interpret the data available. 1 urxterstand that any false statement may be punishable by fine or bnprisonment under 18 1,1.S. Code, Section 1 po 1. CERTIFIER'S NAAMTNf: PEDRO LUIS MARTINEZ LICENSE NUMBER 15.5443 TITLE PROFESSIONAL SURVEYOR AND MAPPER 0 le ADDRESS 5600 W 9 LANE SIGNATURE FEMA Form 81 -31, I nuary 2003 COMPANY NAME CITY HIALEAH DATE 02 -21 -2009 STATE ZIP CODE FL 33012 , TELEPHONE (305) 362-1127 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS • FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the instructions on pages 1.7. SECTION A • PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME VILLAGE DEL MAR DEVELOPMENT, LLC. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1200 NE 105 ST. CITY MIAMI SHORES O.M.B. No. 3067 -0077 Expires December 31, 2005 For UuSIaance Company Use: Policy Number THO Company NAIC Number STATE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) TRACT B, OF " ANCO SUBDIVISION " PB.53, P. 54 MIAMI -DADE ZIP CODE 33138 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##p -## - ##.#1' or ##.# HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE: 0 GPS (Type):_ ❑ USGS Quad Map ❑ Other. SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFIP COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 82 COUNTY NAME M IAM DADE 83. STATE FL B4. MAP AND PANEL NUMBER 12025C0093 65. SUFFIX J B6. FIRM INDEX DATE 7.1745 87. FIRM PANEL EFFECTIVE/REVISED DATE 3484 c :. FLOOD ZONE(S) AE 89. BASE FLOOD ELEVATION(S) (Zone AO, use depth of Ooodlncj) 8.00' B10. indipte the souroe the Base Flood Elevation (BFE) data or base Hood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indcatethe e l e v a t i o n datum usedforthe BFE in B9: I 2 1 1929 B12. Is the building Iocated in a Coastal Barrier Resources System (CBRS) area or SECTION C - BUILDING ELEVATIO C1. Building elevations are based on: ® Construction Drawings' ❑ Building U *A new Elevation Certificate will be required when construction of the building is co C2. Buidng Diagram Number I (Select the building diagram most similar to the buil aoauately represents the building, provide a sketch or photograph.) C3. Elevations —Zones A1.A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), Compete Items C3. -a-1 below according to the building diagram specified in Item Section B, convents datum to that used for the BFE. Show field measurements and datum conversion Section D or Section G, as appropriate, to document the datum conversion. Datum NA Conversion/Comments NA Elevation reference mark used NA Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (inducting basement or enclosure) 9. Oft(m) o b) Top of nett higher floor 11. At.(m) o c) Bottom of lowest horizontal structural member (V zones only) N . Aft(m) o d) Attached garage (top of slab) N. Aft(m) o e) Lowest elevation of machinery and/or equipment servi ing the buidng (Describe in a Comments tea) N . Aft(m) o f) Lowest adjacent (finished) grade (LAG) a. Aft(m) o g) Highest (finished) grade (HAG) • N. At.(m) o h) No. of permanent openings ( flood vents) within 1 ft above adjacent grade -1 o i) Total area of all pennenent openings (flood vents) in Mt 0 sq. in. (sq. cm) VD 1988 ❑ Other (Describe): Yes ® No Designation Date FO • SU REQUIRED) ARJAO m is different fromthe datum used for the BFE in Use the space provided or the Comments area of SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information In Sections A, B, and Con this certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME PEDRO LUIS MARTINEZ UCENSE NUMBER LS #5443 TITLE PROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME ADDRESS 5600 W. 9 LANE SIGNATURE CITY HIALEAH DATE 0&31-04 STATE FL TELEPHONE (305) 362-1127 ZIP CODE 33012 FEMA Form 81 -31, January 2003 See reverse side for continuation. e�fsns2f ..Pr q -i -e a Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. BUILDING STREET ADDRESS producing Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY STATE ZIP CODE F`orIlsulanoe Company Ilse: Policy Number Company NAICNumber SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (I) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS 1 ❑ Check here if attachments SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grad, if available). B. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(am) above the highest adjacent grade. Complete items C3.h and C3.l on front of form. E4. The top of the platform of machinery andlor equipment servicing the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). B. For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and are coned fo the best of my knov4edge PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable iten(s) and sign below. G1. ❑ The information in Section C was taken from ether documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 02. ❑ A community official completed Section E fora bulking located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-09) is provided for community floodplain management pqrposes. G4. PERMIT NUILGER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF CCMPUANCEIOCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built laciest floor (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft(m) - -ft(m) Datum: Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions Village del Mar Development Group, LLC November 19, 2003 Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Attn: Al Berg Re: Seawall Permit 1655 NE 115"' Street Suite 12 Miami, FL 33181 Phone: (305) 965 -5893 Fax: (305) 675 -9221 On behalf of Village del Mar Development Group, LLC., please find attached the original site survey for the Southeast comer of Biscayne Boulevard and NE 105th Street. This is the original survey which was submitted with the approval process for Zoning and Planning Board approval for the project. After completion of the seawall — hopefully within the next 30 days — an updated final survey will be completed for the site. If possible, I would like to pick up and pay for the permit tomorrow so my contractor — KMI Marine — can begin construction before Thanksgiving. If you have any other questions or comments, please do not hesitate to call 305 - 965 -5893. Thank you very much for your assistance. Sincerely, Brian Scheinblum President Village del Mar Development Group, LLC MIAMI SHORES` VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date.S. I0 Type Insp Permit No. Name Address Company Phone # Inspection Date S Approved Correction Re- Insp'n Fee PERMIT APPLICATION Master Permit No. 6P2-00- 16 I 0 Subsidiary Permit No. IINSTRI%( IIONS - The [olit)mii 2 steps ['lust be tal.en'to obtain a IYer nit prom (he ''Ianii Sliiues ti'iil�a�e: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the cornpleted application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. &P1)1 <1 TION ........... ............................... ,; NE ii5 6 Si-r l #12 /1/ , S3Q res' Job Address: � � ,�. .ddress %200 /v e x-PO /�Ap. - City // Folio Number II —22S7 ` 02 7 - 0 G i 0 Description of Work Sea G1i�t // / Pock Lot Block Subdivision PB PG Zoning Linear Feet FL Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) � Building Electrical Mechanical Plumbing LPGX Fence Other 33 181 Zip Square Feet Units Floors Value of Work4 /� , 2c > Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT New Construction Name Enclosure License No. Address Alteration Interior Telephone Address 5,,id? �1. ir �c Fax Foundation Only Telephone- yo _ 363_906 Add'l Attachment PROPERTY OWNER / l I Name Gor/G�f �4 jibe �U/tAfV I� 33i'1 Address 1t,SS ivy 1 /0' gfree1" #12 /iAM' S/,Qr45 FL. 1 Home Telephone 3 Ggi'-.. be/ ti 9 JAjg, Business T>lephone Fax TYPE OF MANAGEMENT (✓) New Construction Enclosure Alteralion Exterior Repair Demolish Alteration Interior Relocation of Structure Address 5,,id? �1. ir �c Shell Only Foundation Only Telephone- yo _ 363_906 Add'l Attachment Other Add'l Detachment Other ENGINEER IName 'i { ,%P rr i �.J ®h, lsan ILicense No. 1zi3 Address 5,,id? �1. ir �c (6 ,' as 17-71_ J2 /$L_( e12. Telephone- yo _ 363_906 Fax 907 -3K3- 9 72 CONTRACTOR Name KM "r - _na License No. /I ,.L2 -1 /�/ Address Telephoner 6(?g.-7//2 Fax30g.. g -6632 Qualifier Name ] 1/40 ox. D3 $1 of 00 5 A-PP 50 5' cAL MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildin ; Inspection Request Date Type Insp'n Permit No. // Name Address Company Phone # Inspection Date ht 3 c N /mss Correction Re -Insp' n Fee .5-e- 4 mat- 6-1 r Page 2 PERMIT APPLICATION IMPoRT':1 NT' N)IICLS S. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:01) a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED LN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT' OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE. FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOIL .FTS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENTAND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and /or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AI' h'[I),h4'I t PIS tec rt?id Eat cft►Il. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1u Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signatt}re of Owner Print Name Sworn to and subscribed before me this ZZ day of Signal of Notary Public - State of Florida ,,,‘,10*, Kenneth S. Vella Commission #DD225500 SEAL: rapires. Jun 22, 2007 "CNOite,'" Bonded 'Mrs personally known Fmtroett idtantication Type of Identification Produced: STATE OF C TY OF MIAMI DADS Signature ro ontractor / Qualifier eri Vella Print Name Sworn to and subscribed before me this day of i,X•( 2°o$ . SEAL: Personally known Isaac Bak 16370 ireaAp X005 F'"P Bendeeltru Inc Atlantic Bonding OR. Produced Identification of Identification Produced: Page 4 PERMIT APPLICATION OFFICE USE ONLY CI OWNER - BUILDER FORM (Attach) LI FIRE DEPARTMENT APPROVAL (Commercial / multi-family) U CONCURRENCY (New Construction) LI OTHER (Specify & Attach) LI PROOF OF OWNERSHIP (Attach) • HRS / DERM APPROVAL (Septic / Sewer) U LMPACT FEE (New Construction) U OTHER (Specify & Attach) LI CONDO ASSOCIATION APPROVAL (Attach) • BPR APPROVAL (Restaurants) U CONTRACTOR REGISTRATION (On File) PFRIVII1 ' $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary $ $ $ $ (sq.ft. = x/1000 x 0.60) (0.005/stilt.) (0.01/sq.ft.) TOTAL $ IS SI j1N oit,'F 1( - - REVIEWED AND PREPARED BY: DATE: SECTION BY D. TB Zoning A 01 et_ . .. C I '''Oli I I I I le -,el I • I flA ra Electrical MIMI Mechanical Plumbin, Fire Public Works Structural ,, iiivialai Building Official ..._ _ ::.A11111•11111151F4 003 C(/111ITION 1PPR()'‘',11, Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795-2207 • FAX (305) 756-8972 • http://www.miamishoresvillage.com Miami Shores. Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING. PERMIT APPLICATION FBC 2001 Permit Type (circle): Permit No. `?P (53-14/0 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City Tenant/Lessee Name Phone # State Zip Job Address (where the work is being done) City Miami Shores Village County Miiami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ooa Square Footage Of Work: Type of Work: ❑Addition ❑Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: .. Acit- 4,14 4 ** * * * * * * * * * * * * * * * * * * *************************Fees****************************** Submittal Fee S=5n ° Permit Fee $ 3 60 CCF Notary $ Training/Education Fee $ Technology Fee $ 8 4, 06 Scanning $ — Radon $ Bond $ Code Enforcement $ Structural Plan Review. SSOI 6 Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S At'r'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500,. the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: . My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 10/14/03 NOV 1 8 2003 Plans Examiner Engineer Zoning BUILDES PERMIT FBC 2001 Miami Shores Village Building Department OV N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2004 6P (93 / '0 Permit No. G JAN / / /��: lib Permit Type (circle). Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City Tenant/Lessee Name Phone # State Zip Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: Lo, %J% et.. S r . (AAA4 / Submittal Fee $ Permit Fee $ of So r CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ ` Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ . Total Fee Now Due $ (Continued on opposite side) cA-4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) . Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************************************************************* it********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** APPLICATION APPROVED BY: Cho 12/15/03 Plans Examiner Engineer Zoning OCT.13.2003 4 :59PM NO.340 P.1 /2 s 1655 NE 115th Street# 12 Miami, FL 33181 Ph. 305 - 965 -5893 Fax 305 - 675 -9221 bss63 @belisouth.net Fax Village del Mar Development Group To: Al Berg — Miami Shores Village From Brian Scheinblum Fax 305- 756 -8972 Pages: 2 Phone: 305 - 795 -2204 Date: 10/13/2003 Re: Village del Mar CC: Richard Golden, Esq. Seawall & Dock 305 - 891 -1144 0 Urgent ❑ For Review ❑ Please Comment 0 Please Reply ❑ Please Recycle • Comments: Mr. Berg: I received a copy of your critique sheet regarding the Seawall & Dock approval/permh. I would greatly appreciate it if you would reconsider your position which treats the seawall and dock as an "Accessory Structure/Building", On several occasions I have indicated to you and to the Building Official that the delay in the submittal of the building plans for the waterfront condominium project is due to our awaiting approval of the seawall and dock. We have now received that approval from the various government agencies (DERM, DEP, SPVVMD, Army Corp.) after a 12 month long process and need your approval to move forward. This seawall is not an accessory structure/building — It is actually necessary for us to build this seawall prior to the construction of the waterfront condominium building. Currently there is no seawall or dock located on that site — it is a meandering coral rock/dirt coast line. The construction of the seawall will allow us to move forward with establishing the property line to be used by the surveyor & architect to layout the building. Furthermore, without the survey it is impossible for us to finalize our condominium documents and record them with the County. Therefore, without the prior construction of the seawall it is not possible for us to move forward on the development It is not that the building will allow us to build a seawall — it is the seawall that will allow us to build the building. If you so wish, we will be happy to sign any document that indicates we will not use the seawall and dock until after approval of the building on the lot. If you have any questions, please call me at 305 -981 -4702 or 305- 965 -5893 on my cell phone. Sincerely, Brian Scheinblum tr -c I e(vt h[ idtin. -- A es /51-r e` e, 13 arw err - ed r p r i ry Sec ail ti,S-e` of .e& Katy %use, / y — tke &� . L Gt. t)(_. , f- bee') r- „e d�� (re tte- &ve' ( ri`ofr ``:jo` /`h OCT.13.2003 C, 4:59P1 U.S. Grounds, Inc 305-G22-B87NOy P.2/p.3 °F[LE No.188 10/10 '03 1.5 :08 ID :MIAMI_SHORESUIU.AGE__... FAX:3057568 72 PAGE 1i 2 CRITIQUE SHEET `Q0 64? • JOB ACIDNESS APPLICANT. PHONE I AiRUDA DN MLSCI7U.ANSOLIS DATE Ls>t1<mv{(sJ ` COMMENT^ PEFIMI7' HO. ACORES& MIAMI SHORES BUILDING/ZONING VILLAGE DEP.ARTMENT- BY DAB qeoi oN ZONING ELECTHICA.L MECHl4 n& RUiMBMttG FIRE PUBUO WORDS . STRUCIVRAL MUfI.ORIQ OFRCI. i. fatM W atapnana rrBit att read, Maki, Coantowip Mu vndregolgaa.VOttptmaas no mponsth11tf for =lour aUat nsntrs old Z. Mk copy if plot matt k• aviiiibri as Wilding iRt aC no lnsptdton Wait ba aoad AIL • -. iM C 0<c• b _t?'Ll erg- -- • Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/20/2003 Building Permit Permit Number: BP2003 -1610 Page 1 of 1 Applicant: VILLAGE DEL MAR Owner: DEL MAR VILLAGE JOB ADDRESS: 12744311,1 105 STREET !2° /V. t KM MARINE, INC Contractor Local Phone: 305 - 688 -7112 Parcel # PARC2003 -21 Contractor's Address: 3406 NW 151 TERR Legal Description: Fees: FEE2003 -7362 FEE2003 -7364 FEE2003 -7365 FEE2003 -7366 FEE2003 -7367 Description Building Fee Training and Education Fee CCF Technology Fee Scanning Fee Total Fees: Amount $3,360.00 $22.40 $67.20 $84.00 $6.00 $3,539.60 Total Fees$3,539.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/31/2004 Construction Value$112,000.00 Work: SEAWALL & DOCK Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibiiity for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11000 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA. 33181 • PH. NO. (305) 801 -5049 • FAX : 801 -0504 PROJECT NAME • V 1t44zie 1%FL' M 2 S kil- REPORT NO. : CONTRACT NO. • DATE t2/Q% o4 TIME • $ ; /. ' A' /4 WEATHER GENERAL CONTRACTOR: FAIR el CLOUDY RAIN REMARKS ►EQy .O Zc 3 5T < As A QEs 'FEIN E l 1i*i . ton 1 �Ac..i �g Q oa. F o R ./ i ' n i I r F A )rt Fo OW Cr • s E V L• UJ S Q,, ©F 1)E ' f Pi o F tuA'Mat S Te P , ELEVA X0'2 o a f, rs !E. PLP,11 s v►oa2g. mut s 14 Pg..4 4A.Ess AT THE. TIME oF- `TH.'S 013$ERVA j,o% • Tido t44.tJM , 3 A i AAA T s c 'E.. ArI0 TM/ e•c>2,. OPi rl ,S SVO.7, 7•4 p (.4( e LM4,i $ A p , g ArJ Ira 4 TIE C©I,V01WS AG•S 0 'fel 0 Go!.Vek4 go .1 bow EPS A It'spEcrE . 0411 L. To w #1- VW vl t41 . L p_Actas s 04 14 T n i A.4A1 P vet ACCEPTED A.9 IN aTE. $) REINSPECTION NECESSARY INSPECTED BY • Miami Shores Village r Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 4'3 - / 6 !® Job Name 402,LA-G ,7g2 fv/4P 10/7/03 STRUCTURAL CRITIQUE SHEET C� ).€€%. 3 clop/ W I VA ©an.'I Meg 7, f ii S7R p 4/1177--4-41:e. (Pal -h4I f x`72 c.O y Joe-5 7 OEM, mne 7LB job d "- e 74, p��1ce. � . N . -e 8 pile a c«) pe,gei —n air -- .-wum arm — MI d 1Ml. ss MI M OM NM JM : T ..i...i.- Maine, Inc. P.O. Box 221291 Hollywood, Florida 33022 Office: (305) 688 -7112 (954) 927 -4917 Fax: (305) 685 -6032 E -mail: KMlmarineti ?.aol.com November 17, 2003 To: Brian Sheinblum This letter is written to address the status of the building permit application at Miami Shores Village Building Department for the seawall and dock proposed to be built at 1271 NE 105th Street, for the proposed town housing development named Village Del Mar. The permit application was submitted on 10/03/03, at that time I was told to check on the application in one week, a week later on 10/08/03 I received a critique sheet from the building and zoning departments requesting additional information namely, the building department requested an additional copy of DERM's preliminary stamped plan and also the calculations for the pile spacing and the panel design, these items were submitted as soon as KMI Marine received the signed and scaled information from the engineers; Al Berg from the department of zoning requested that a primary building must be built on the lot before the seawall could be constructed. It was at this time that you (Mr. Sheinblumn) responded via fax to this issue. I called Mr_ Berg to find out the status of our permit following this correspondence and he stated to me that the lot had not been cleaned up as requested, prior to our application submittal, Mr. Berg stated at that time that until Mr. Sheinblum meets his request he will not be inclined to release a permit for the construction of the seawall and dock. A few weeks later Mr. Sheinblum informed me that he had contacted his lawyer to assist in getting the permit released and asked if I would check with Mr. Berg again on the status of his permit. I called several times over the next two weeks leaving messages for Mr. Berg however none of my calls were returned. The following week on Thursday the 14th of November, I reached Mr. Berg in his office at that time he stated to me that the project site mentioned above had still not been cleaned up as requested prior to the hurricane warning in late August. Mr. Berg stated at that time that until the lot was fully cleaned up he would not be willing to work on getting this permit issued. Mr. Berg stated at that time there were still tree stumps and concrete debris that must be removed. Mr. Berg reiterated that the building plans have not been submitted to the Village of Miami Shores and that the plans must at least be submitted before a permit for the seawall can be issued: he also stated that Mr. Sheinblum had gotten his lawyer involved and that until Mr. Sheinblum starts to work with him his permit will not be issued. John Vella Permitting Division KMI Marine, Inc. B'd LL99- E29 -S06 ouI 'spunOJ0 `S'tl eGe :OT CO 81 "Qh1 A I f7 S Design Group, Inc. Structure! Engineers International Engineering Services Design Group, Inc. PROJECT i`iG .1= 4 1- /n t'ri. COMPUTATIONS FOR W/1,1,0 0141 6- Too 1,140 SHEET NO OF PROJECT NO 3 - _I 3 DATE BY P r J V ,o3 CHKD 401 L. 90rUhrAt.-rali Ar-41,1144 tt0 * LA-4 "S : 441L. AtvV6 14144 1.1 06 •sarr SoIV • Low Ti96 SO L. fNerrhhi SST S�tL %7• Ito 1,4. t2b14-1.10 WA I,4 441 Sotto 110., , 3,01 d '" '" I • frALt. Z 5s Ls1 Pm) yrriry '�'b G q► t 4.$ !4 14 “. sei N.6444 I h DESIGN GROUP, INC. SIROCTIN.AL:ENGqNEERS INTERNATI i ENGINEERING SERVICES DESIGN GROUP, INC. 8529 S. Park 7,• Ste. 120, Odandb FL 32819 407- 363 -9600 P.E. 1193 I1G"--"41 Design Group, Inc. Structural Engineers SHEET NO 1 OF International Engineering Services Design Group, Inc. PROJECT NO P3-431 o PROJECT VI a in, 6 01110 M frO' DATE 1,0 119 3 COMPUTATIONS FOR (46140.) (,'to - ¢,o 'P s- ;Q z t.t-s BY 'PP CHKD s 6134.5.a 4 141 ;56/2 -robot. o2.( 14i7.1/2 4 4l(. 0.b 4 IS -3. :7/2 t 4aig II 4'4b ttioa4(S' + (*Ea + 142 �+ ►41 4410 .� 44'0,•2' _ 7t r �•u� 2.5 1 P- at- h •)1.4,s D colt. t 6) fw-o W -•ki.v 07 f t, 1 n+ A-+s &L W= t h.) D . V) t�2 4-11 vz441g11 r 60/6 ,Lb 1 h r q 10.43 �' t. G, t sl Ver 1 4. Se.au 4i 1. w e /( . • S Design Group, Inc. ,Structural Engineers International Engineering Services Design Group, Inc. PROJECT Gt-/Kb 440 Mkil- COMPUTATIONS FOR GtiM4 4`_ SHEET NO OF PROJECT NO 0'3-07 v DATE 1'1 6 i BY PP CHKD 01.6 £.o►G • 317 ►.-� cp 1 f ITT or ?A. z. �. fi 44,c, - 311 a3 4vura 9v . IA) Z 5t.1,3�/ .ySI (=j . (`I A-sLivz Att., f wont >'i-tg '1 1,04 t2tMfl��CA�+. v tns+ taro t wQ/'� l2 6F V 414 .24-r 4E1 I E;--71 Design Group, Inc. S, Structural Engineers International Engineering Services Design Group, Inc. PROJECT 47 % 0101 MA-A- COMPUTATIONS FOR U.) f° t, D Votticn L -- ?(v .447 ZD f• l'a4 1;1 SHEET NO I OF PROJECT NO 04 it'll, DATE l a f lid 3 BY FIJ CHKD • #018 r 1, R2� f 2 ,$y !Y` LY-44. $ Se, t2" .d Design Group, Inc. , Structural Engineers International Engineering Services Design Group, Inc. PROJECT V /L44- s, "6* COMPUTATIONS FOR WO U" D- i 1'4-4" SHEET NO OF PROJECT NO '11; DATE tt0i 1/02--, BY F-4./ CHKD 44.1en- s_. !-nw -rat 0.2 ,{, JAN/Allot-4 [9,5 +,2 - Z04 t� Q, &) a �6n5 7,0 - . 2 )1 ,GG .L (tom -64)r 1 #* ' 34 41431 l4ilrd114 /d•c, A f. l v e-AP G A.1 tk) a Pte+ f f f rF -f ?-M . a v 11-4 bv.30 1S0 r14 /.C. tate «.1 -4 40 14/145 ,4 't 4 1.144 - 2.9 g2 IA vs. 1, 0'5 7 4 ti 6„4.4/ 1,‘ 4-4 iit,M 4 fi.x tp ,. (b 1. (.6 a" 1 to ls A .105 5 Design Group, Inc. Structural Engineers International Engineering Services Design Group, Inc. PROJECT yt LA.446. kg, m' ' COMPUTATIONS FOR WV (4 atfre1P A5 two y , ti '1'5 \cdA e ?" 4 d (ee z ��o r o 2 SHEET NO 4 OF PROJECT NO 05a7 s DATE BY CHKD 4 N le 6o x_o * 3 f. y .t CL , x u5,61 ee30 z 53 4 f l 3,- b7;1G.zy s (e f I.L. $3 1,, 5 •(.I� 412 4i- °I.4 qtz ¢72 AIM + x I t• t4 ,e- 1.1 Sn I' I13 Janbu Pile Driving Formula lip := 10001bf ksi := 1000psi ORIGIN a 1 Material Types: 1. Timber 2. Concrete 3. Steel 4. Aluminum Material := 2 EMaterial = 2500 ksi YMaterial = 1501bf ft 3 Pile Length Length := 20ft Weight of Pile Wpile YMaterial.Length•Area Weght of Hammer Whammer 30001bf Begin Solution of Qu Based on Given Trail Set Trial set s := 1 in Whammer Hhammer Length lbf in in :_ =0.12 Area EMaterial r s )2 in P / 2 si in ku: =Cd• 1+ l +Cd ku = 1.858 E :_ 1200000 2500000 29000000 10100000, psi Pile Area Wpile = 3 x Fall of Hammer Cd := .75 +.15 Whammer Wpile Y 40 \ 150 490 X170) Area := 144in2 103 lbf Hh er := 5ft Qu Begin Solution of Set Based on Required Pile Capacity Qu := Capacity.FS•g Qu = 90000 lbf Given Qu Whammer in Hhammer Whammer in Hhammer ku in Cd = 0.9 lbf ft 3 Ultimate Pile Capacity: ?,. - 96871942Ibf' Capacity := 15ton FS := 3 .75 + .15. Wpile Whammer 1+ 1+ Whammer Hhammer Length Ibf in in Area EMaterial S 2 psi Lin) in 2 .75 + .15 Wpile S := Find(s) Final Set per Blow: Whammer in s in S Design Group, Inc. Structure) Engineers International Engineering Services Design Group, Inc. PROJECT F�'�\ v�t -�-f �C�IC� C>Ek-" \•4— COMPUTATIONS FOR b�r X_ SHEET NO OF a3 -0�8 PROJECT NO DATE BY -15f\)J CHKD Z" x "VT'. sb' `ca\�C› ►�ls.��b$c = \ZSA L. Z — 203 in3 L -x 17.,,S0 x O, .,� \,\S, - \?.Z\ . Sx — _(_ _. b i 6c x o,C\ \4 1"kC) \ L x _ 2.s oR. \z \Z. x o z:40 xia `�. .56E1 x 1(4 n x 1547- • 0C4,1 < pFt • 44_,�„�.�... Design Group, Inc. Structural Engineers SHEET NO ! OF. International Engineering Services Design Group, Inc. PROJECT NO 01) - D 7"e, PROJECT - \1 t + rte COMPUTATIONS FOR 3S '4.'!% DATE I0/7/D3 BY CHKD 1` /43r 5 -z� Ni S,c = Z \.Q .v3 Cry` 00ES N 1 �:�- t z-•` FAt s, • v-ta_ QR._t_ c4 o� r-a= Es xZ` _ ` \O O.R• M.= 19, S9 \(\t\. s y 60 1, tiZ SAS � v S ,\-NC S CkR2 ` VE._ ►) k i 1 M�D�JI s i-s -E7-7 Design Group, Inc. S,Structural Engineers International Engineering Services Design Groupp,, Inc. PROJECT VAAX V� ` \A COMPUTATIONS FOR col' '3')001 A JC.Q- lA f, \\O t.NA\ = \\ \c 731=\ s. SX - !! SHEET NO OF PROJECT NO 63 — DATE ��✓ieVele'' BY �'�` -$. CHKD "3125 t.k 4c- - 'z-- 1Z- x � Z. z.S` .5 \ c. 5-7. S'st , S' - /D g30 44.5. L C: O, c= V' ttJSO 1,DX o. ‘,2- =./071 psc.. 14 ICE,cD E-7 Design Group, Inc. SA Structural Engineers International Engineering Services Design Group, Inc. 1 COMPUTATIONS FOR S62.1-- PROJECT -' \a Y-DA 14t-\-73 rrtt SHEET NO // G l��✓ OF PROJECT NO 6, n3-A DATE Ai S BY CHKD . _ 0,5 X c" + 0,6-7-5 6" E(.5 x (0) ^ q iL i1)x /ggox10,9 zoIwo x 1VI o, o /VS o, ooss o. oe 9g a ©/9 &" = fit._ '.. a'a S Design Group, Inc. Structuiral Engineers • International Engineering Services Design Group, Inc. PROJECT v `1 � ` --p M(2-- COMPUTATIONS FOR�� SHEET NO l2.• OF PROJECT NO " Z)W3 DATE I6Z }4-2-1 BY CHKD - % &W c M{ = 2 bad)4 5 164- = 10219 -2 QTY' -ctc�Js t , : oiU ©.(-, ; 4" P\C� \- \ \QC:yt ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MI411. FLORIDA, 33181 • PH. NO. (305) 391-504' : 891-0504 PROJECT NAME • CONTRACT NO. DATE Vt Nas Vt.\ \.k WEATHER GENERAL CONTRACTOR: REMARKS TIME • FAIR •CLOUDY —.RAIN - REPORT NO. : k 'g:;t PtIA r S1 ie V"\I i1€• c.,ft.o.4-tteAct-70 o C) le-Nte Lre,/,Arir 443 V•____AzgALT7t1Y„CIAlt,—bc 4:k %P\UJ3U&D Z. 04 ND Lia\ort.. 5 L. esig. 0 a 0...VP,c. cx,•u ee et, ges.:19 WE I VC 4 $\L of AO" 4'‘e,144 et) LIN os-n • Itt...12t-....N I 0*- 1.'L f#ur Tt `6* •■•■•11., t ACCEPTED "$C. 9-vg"rE.vD REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC.- . CONSULTING ENGINEERS • 11900 INSCAYNE BOULEVARD, SUITE 508 • NORTH $41ALL FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891 --0504 PROJECT NAME :.V l L.L.A C.. Din- A4 41641 REPORT NO • CONTRACT NO • DATE WEATHER GENERAL CONTRACTOR : REMARKS Is TIME • lZFi4, r..641 FAIR •( CLOUDY RAIN t9 N iT) 'Tk4• A sr 'Slfl0, TuA " AEA.- tad Tro s IA)Foaz-04 4 vv�.+2• P144 d Aicp ToP RxhigcsieciA14 I N ST t.L,•A.' `; rM 4 )A J'QPA/ E S • R v Z S' vet ' R Art Sv 1463 3 a ,A5 PER, P 1.144S. A Stt)E.5 T .ba CoZogI4.lt CoAtCALTC eel Viz f oR 414,. As PE R,. 11.46.0J‘ t E ( 2 c , sT p v a.Ti LA L. / )f Qgc.J,4 Co pit oo 'az.. ACCEPTED 71P non de A R. AL.A4 5 REINSPEQTION NECESSARY ArC)'%- tar- 5], i INSPECTED. BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD. sum 508 • NORTH MIAMI. FLORIDA. 33181 • PH. NO. (305) 891— AX 891 -0504 PROJECT NAM E: KW A I-' AWL, 3 fr ' Qlce.. Ho� Pf 03 -ItS1 REPORT NO. • 4' DATE 12) 171 °4•• TIME • is r 0 P. 1� ' WEATHER FAIR 1IOUDY RAIN GENERAL CONTRACTOR : REMARKS O g a g_itNi t Z042' S e. ht- S A SQ L3_S 1 B `( TUE. coutopipItt JAI .sre .A— y 71 MTV A' - - Ars•ro.l-ew,. M-t, )04TER2.) oA. Qt.'f►At s .1J V . �3 fob.. PLA-crest4Eg or j / fo1`. cp,t Gt- �1.t -- f Eitoi gTE.L ep t-omw .•. a. z, r coL exmar oF EantPaci1.4 ciDw M el 3 Ai 0 r' T J aRT'Tt S I D. v P Tf 3v�i..tarn�4, rot PkAce_i- E T CF Rtciof tr'o2.C� EIS sue. ye" s PEa.►M,Teft cur'i, s 66 ear144 ACCEPTED etioN7RA cTh,& r `rife_ `T')"4 ., v - %t S 0193 P-1 jt •,1 Tab 6 1-raka. ev c-&- ,'rIE C rilj Oa- s ar L. u$910 PIS; o. F112.44 q, m rEfz- ' 4114 REINSPECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSUL1ING ENOINEFRS • 11900 BISCAYNE BOULEVARD, SUf1E 508 • NOR1H MIAMI. FLORIDA. 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME • V14,AGe DEL. AAAJt 3 11 CQiNTa f-NO. P 03 1 ‘• , e DATE WEATHER REPORT NO. : 12j2'14- TIME : Vg OS" 1. 4' FAIR .CLOUDY RAIN GENERAL CONTRACTOR : REMARKS (265$gyg.t. 3 [I'll AS attE. ST C> 1 Q) s 2A/ 1E0 t1-17itq is aso. q AT Stu btAt s T' 5 DE QF *L-£y&j a,e., #, . Tun Q I 1J4, A.T N &\ 'Ch4 i1Jam•- 06 E' I4 je, 4A ' Aa Tr E. C.01.4 P1 W3' A T 'nos s t.,o c�►.� t 0 S.SEAvIE.0 t w o i 1 Floacho4 ACCEPTS) ✓ %� el 7,01) REINSPECT18hl NECESSARY INSPECTED BY • 14.74:1&'''"..45:414-4**°■ ARBAB ENGINEERING, INC. CONSUL11NG ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH IBM FLORIDA. 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROECT NAME V t •rrL• 570 ,4.1 CONTRACT NO. • DATE 1242' 4 q /C+ TIME • ct '. 40 A , AA • WEATHER FAIR R!' CLOUDY RAIN GENERAL CONTRACTOR : REPORT NO. • 7 REMARKS : O Bsei YS S 61 re, .fi-6 AJE V E 11.1E. �o* c'roi'� -• c iSs ',2.yELs 1;.114z La. (v /l' 32. roArn el) o F WOE t� Vu eM ,v s © roI }6 1.-A t.EI E T A E)r+11rok044 ti n 60 t7-5 F Q Ci ,'EcTiQA!S i% AEA6t S k..so oiss.ErtVEJ ry TQ f c.oL#tJamWs Ala. MA/ 014 44-400. a a. L. i o tia'e2.- ' 1.09‘E.,, 04W-tot wtRe. 5tc,vitep 8• f ,TAE• o -ia4 A. Ar T1iv . F 774/1 p4s5E,z -v4T7 OA3 • ePArri - 1"o rt .wars lit p 4644 O F (AA/ TiZ i trot 4 fi EtAl icott ,f) MN. scat Al 1A4. ► telo S p T rib( osTh C O - A4 14 A.‘" ST4G 7oudT- itcov 4 Buie - f 'iT4LI -EP AT /ter C-)4 G• .-, ACCEPTED +/ A $ a for •its REINSPECTION NECESSARY INSPECTED BY : �' DATE OF TREATMENT: BUILDER NAME: TREATMENT ADDRESS: PEST CONTROL, INC. No CE OF TERMITE PROTECTIVE TREATMENT QUIRED BY FLORIDA BUILDING CODE : C) 104.2.6 MONOLITHIC --� f� S/F L/F' CHEMICAL: GALLONS . STEMWALL SF PERIMETER TREATMENT LJF GALLONS DATE_ OF TREATMENT: TIME OF TREATMENT: APPLICATOR: 300 S. STATE ROAD 7 . PLANTATION, FLORIDA 33317 954 - 584-588 1400-7494588 FAX: 9844844117 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, suITE 50B • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5049 • Fax : 891 -0504 PROJECT NAME : CONTRACT NO • DATE REPORT NO. • 'Z WEATHER 0)a3/4:241. 11111E : 10 ,5G> A,itev ' FAIR . _ CLOUDY RAIN GENERAL CONTRACTOR : REMARKS e sg7t -Vtgb Z (E, X44 0'43 TE 6 cAbfa-ritAcroA., cA5E&vEU ML y In/ Aw CoLoru4 £W£.t,S XIS() Dabs EAL.vi.D F' • P.,o. cdsvvg `r ®F G , nI F'ip a- w G Fog- /cm T gas 4 •$ ev• 014E • ; $ IC.VE t> Pr i#1,- A EMC: 0'2- -D bS ort i utAsawl., S a_ 'ME_ 6v1/E M c EC), Fo oTt n14 $ /fie c—S to w O6SC6eVEO foil Puss Y ATb,e. ,o,, ‹r4,p_o`w . AcoJ,W nun yA T,o ACCEPTED Y AS ,C q Q , REINFECTION NECESSARY INSPECTED BY • ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5049 • FAX : 891 -0504 PROJECT NAME : Ut LtAC� + Li NIA Cs 37 t J REPORT NO. • CONTRACT NO. : DATE 1.x,11 23104 TIME • i 3 Q �• ' # WEATHER FAIR '~ CLOUDY RAIN GENERAL CONTRACTOR • REMARKS ! I3S !'Z-Y a ITE A co3sseveo oT1 X14 S F— t Z tA fl F. 11, Q► L4 v Go v ... Z� , tE OF ik4E.)4 Rate-Wt. Tw. F MA1 ti F Fo viz F. 2 w' F6t•$► vi35 1LV.E,D, w 41• a D) 4 4 4.c3L vim n) Da i4E4A Fay, ct,4ve.ous 8 AT T1+1S _DA T'E. . 1'04TleJLr u D,ed -• ,T41fL. wta5 b1 Se- Us5 0 AhJ1a F -1 Frei-tat, Mao) L!T>h }G Vt Ifl S tA8 LAMA, 6 PI2 v �0�c tD v nI OEQ- .go ' } S T4 n-3 ACCEPTED ✓ A5 oTMfl • REINSPECTION NECESSARY INSPECTED BY • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon ;, (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/23/2006 Inspector: Grande, Claudio Owner: Del Mar, Village Job Address: 1200 105 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: BERNHARDT GARY CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Shutters Phone Number Parcel Number 1122320270110 Lot: Phone: 305/259 -7575 Building Department Comments Wednesday, March 22, 2006 Page 2 of 2 Passed Inspector Comments Failed (`Li Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, March 22, 2006 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Electrical Permit No. ' q I Master Permit No. x ao-$2— jai Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) rr it/L-L-ii-C-C- /mu_ fl Phone # 305- gsl_? Owner's Address , j2ce . Y& /®S City r ntL4.wi S.#60-61- Tenant/Lessee Name State. - Zip 33( 3 ' Phone # Job Address (where the work is being done) 4:2P0 /c Y City Miami Shores Village County Miami -Dade Zip is Building Historically Designated YES NO Contractor's Company Name 3e0,1 kid (A'6 4C. /11)f/Phone # ? 5 7f %J Contractor's Address 7700 a, City Ali 4- At / State /® /r , Zip 7 3 (J �O Qualifier a San h c4 I r C State Certificate or Registration No. 1j C 6102 5 5?' Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # 305---;25-9- 7 S 7 f $ Value of Work For this Permit 470-eao ' Square Footage Of Work: / 3Z'O Type of Work: ❑Addition Describe Work: -tnn'az- eration ew ❑ Repair/Replace ❑ Demolition iff/rf ici4-0/9 ff TT CIS dam' /7Z Q c �D 0 i0io Submittal Fee $ Permit Fee $� QO O� Notary $ Training/Education Fee $ / . .547 Scanning $ (D .00 Radon $ Zoning * * * * * * * * ** ******** CCF $ .i;18 CO /CC ' Technology Fee $ 12.s19 Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 5-*Z (Continued on opposite side) Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if' applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this q The foregoing ' as acknowledged before me this q day of /f104 thtlsi , 20 04 , by , day of ratc,t, , 20 0 , by a who is personally known to me or who has produced who is personally known to me or who has produced ....."°°' As identification and who did take an oath. as identification and who did take an oath. NOTARY NOTARY PUBLIC: Sign: MS ul��l�l I )l Sign: Print: u- Print: My Commission Expires: My Commission ***************************************************************' 4.****/******* * * * * * * * ** * * * * * * * ** * * * * * * * * * ** ** APPLICATION APPROVED BY: Chc 05/13/03 3 Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P • ne: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: Del Mar, Village Job Address: 1200 105 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: BERNHARDT GARY CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1122320270110 Lot: Phone: 305/259 -7575 Building Department Comments oce, PQAJ.1 ice Passed Inspector Comments ideAdat-eatt r-6-0 Ott (1-te. ,. p .AAA Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 14, 2006 Page 2 of 2 $ • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • Town & Country Industries / Madden Manufacturing 1889 NW 22nd Street Pompano IJenrh, FL 33o6o Phone: (954) 975 -2)g1 • • • • • ••• • • Fax (954) 91711413 : • : • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • ••• •• CITy To Whom It May Con : 0 c py Date: 03 / 6 lr 10 Madden Il a facfuring / Town c ' Country /l� /1// Seal We are the authorized manufacturer of Madden Manufacturing -Storm Panels UNDER PRODUCT CONTROL NUMBER THIS LE'1"1'ER AUTHORIZES TO USE OUR ABOVE NAMED PRODUCT IN ACCORDANCE WITH APPROPRIATE COUNTY CODES. IN ADDITION, ALL PRODUCT APPLICATIONS ARE TO BE STRICTLY ADHERED TO. ALWAYS REFER TO SUBMITTED ENGINEERING. CONTRACTOR JOB LOCATION NAME: ‘!' Oefi))UtIf 614 NAME. If,.z. ° b •�.� ADD.: 7 74i, //f 51- ADD: /c2cO MI. S I- CITY /ZIP %f! /1-4 f !" (1I ( 4 CITY /ZIP: f 4 r r/ ca b , M BUILDING CODE COMPLIANCE OFFICE (UCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • • •••• • • • •. • •• •• • ' : • • • • • • • • • •.• • • • • • • • • 55 • • • • • • • • • • • • Madden Manufacturing Co. 1889 N. W. 22 " Street Pompano Beach, FL 33069 SCOPE: •.. • • ' ' • • • • • • •.• • :i: oaf -tzo i,IIAMl -DADE COUNTY, FLORIDA ••. •m :Rg DADE FLAGLER BUILDING I�O�vES`j' 1140,-ER STREET, SUITE t603 • • AA:sl11, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 .. . . • •• ••• •• *:.is •• • • • • •• • • • • •• • • •.• • '•' • • ••• •• This NOA is being issued under the applicable rules and regulations governing the use ofconstruction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ) This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material. tested for quality assurance purposes. 'It' this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.038" (ruin.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 01 -243, sheets 1 through 10 of 10, prepared by Knezevich S Associates, Inc., dated March 06, 2001, last revision #3 dated May 15, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 'following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERtMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the merials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISE EN'T: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #98- 1110.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Itelmy A. Makar, P.E. NOA No 01- 0313.22 Expiration Date: 05/01/2008 Approval Date: 06/06/2002 Page 1 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No RP 03'4657 Permit Type (circle): Building Electrical Plumbing Mechanical Roofmg Owner's Name (Fee Simple Titleholder) VILLAGE DEL MAR Owner's Address 10455 Biscayne Boulevard City Miami Shores Village State Florida Tenant/Lessee Name Phone # 305 -796 -6090 Zip 33138 Phone # Job Address (where the work is being done) _ 10455 Biscayne Boulevard City Miami Shores Village County Miami -Dade Zip 33138 Is Building Historically Designated YES NO X Contractor's Company Name HURRICANE PREVENTION, INC. Phone # 305 -270 -1282 Contractor's Address 7732 CAMINO REAL F 319 City MIAMI, State ORIDA Zip 33143 RUBEN J. CENAL Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 70 e:5'0 6 ' 0 O. OO Square Footage Of Work: , F Type of Work: ['Addition I3Alteration :New ❑ Repair/Replace ❑ Demolition Describe Work: INSTALLATION OF STORM PANELS Submittal Fee $ Notary $ Scanning $ J'— Code Enforcement $ * * *** * **** ** ***** ** * * *Fees****************************** ** * * ** *** * * ** **** * * **** * * * ** Permit Fee $ ®( CCF $ Training /Education Fee $ Radon $ Total Fee Now Due $ Structural Plan Review. $ —" (Continued on opposite side) lc �J0 Technology Fee $ g� Bond $ Bonding Company's Name iif applicable) Bonding Company's Address City State — - -- - -- - -- — - - — Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State _ _ • Zip_. Application is hereby made to obtain a permit to do the work and installations as indicated. I •certify that no work or installation has commenced prior CO the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELL'S, POOLS, FURNACES, BOILERS, HEATERS. TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE -TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding U2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also; a certified copy of the recorded notice of commencement must be posted at the job site for the -first inspection which occurs seven (Z) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reit:spection fee hill he charge Signature � '. C Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this _ ____ The foregoing instrument was ackuo . ledged before me is oa ►11 , tt tt o day of , 20 __, by , day of S e1P j , 201:4-Z by (//\\ U .,wed who is personally known to me or who has produced__ __ who is personally wn tom o has �. . • � ,� e As identification and who did take an oath. G e - 4s d i did ' atli. : ��tb 'III? tt e••`Q \ °\ NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC: Sign: Print: My Commission Expires: My Commission Expires: �� �� 3o0 **************,*************** * * * * * * * * * * * * ** ** * * * * * * ** ** * * * ** (Certificate of Competency Holder) State Certificate or Registration No._ __ Certificate of Competency No. 9 4B S 0 0 2 7 0 -_ *** ** * * * ** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10i14143 r 5 2IM4 Plans Examiner Engineer Zoning BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Company, Inc. 6865 N.W. 36th Avenue Miami, Florida 33147 '10 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 40 FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 ) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0312" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -267, titled " The 24 Steel Storm Panel Shutter ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 25, 2002, last revision #2 dated August 30, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA an ement of any product, for sales, advertising or any other purposes shall automatically te - te tt N ilure to comply with any section of this NOA shall be cause for termination and r 1 o ADVERTISEMENT: The NOA number preceded by the words -1' R o , Flo da, and followed by the expiration date may be displayed in advertising literature. If any 'ks� 'on . ; e NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as a The submitted documentation was reviewed tioned above. P.E. NOA No 02- 0627.01 Expiration Date: 08/30/2007 Approval Date: 08/30/2002 Page 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Company, Inc. 6865 N.W. 36th Avenue Miami, Florida 33147 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 ) 375 -2901 FAX (305) 375 -2908 V01 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.0312" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -267, titled " The 24 Steel Storm Panel Shutter ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 25, 2002, last revision #2 dated August 30, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed ere has been no change in the applicable building code negatively affecting the performance TERMINATION of this NOA will occur after the expiration date or change in the materials, use, and/or manufacture of the product or process. Misus x, 's s •i ent of any product, for sales, advertising or any other purposes shall automatica erm this OA. Failure to comply with any section of this NOA shall be cause for termination and remo #' of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. AT TIM OF SPECT oval document menti elmy A. Makar, P. No 02- 0627.01 e: 08/30/2007 e: 08/30/2002 Page 1 a OFFICE COPY NOTICE SEPARATE PERMIT REQUIRED FOR ROOFING, PLUMBING ELECTRICAL AND MECHANICAL WORK DATE r APPROVED ❑ NOT APPROVED ❑ REVISE AND RESUBMIT ❑ APPROVED AS CORRECTED CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CON- CEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPON- SIBLE FOR DIMENSION CONFIRMATION AND CORRELATION AT THE JOB SITE FOR FABRICATION INFORMATION ON PROCESSES SOLELY OR TO TECHNIQUES OFCONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVED IN THE PROJECT. • DATE A C.0 ;L ; 'I 6 EIEWPMENT AND REGULATION 6E AVAILABLE ON WILL BE GIVEN ,,_ Y OF PLANS MUST 9 Nci SITE OR NO INSPECTION APPROVED DISAPPROVED STIQN BY DATE BY DATE PLANNING PUTRID WORKS . _.o.. TREES DERM T ,w---___t---_ .........�....i •�.d�,—...•_. _.L FIRE FLOW ELECT i':TC:'t.L. IIIIIIIIIIIIINI 1 : ‘ ' : " . ; PLUMS' FIAMOIC ' BLDG STRUCTURAL I SHOP DRAWN "MINER t5UILDER IMPACT FEES Subject Incompliance Ii Rules and regulations Dade of or results from these NOTICE: In addition to the tional restrictions applicable public records of this county, from other governmental state agencies, or tedutat th ell federal State end County Laws. County assumes no responsibility for accuracy plans. requirements of this permit, there may be addi- to this property that may be found in the, and there may be additional permits required entitles such as water management districts, agencies." Section 553.79 (10) Fla. Statutes. JOB COPY NOTICE SEPARATE PERMIT REQUIRED FOR ROOFING, PLUMBING ELECTRICAL AND MErHANICAL WORK OATE 14 i APPROVED ❑ REVISE AND RESUBMIT ❑ APPROVED AS CORRECTED ❑ NOT APPROVED CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CON- CEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPON- SIBLE FOR DIMENSION CONFIRMATION AND CORRELATION AT THE JOB SITE, FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVED IN THE PR+:. CT. BY 1111241 ; r j� DATE °) I �. 4 DEPT, or: PLANNING DEVELOPMENT AND REGULATION THIS COPY OF UL NG SITE OR IIIIIIIIIIIIIIIIIII Stert0 N PLANS MUST BE AVAILABLE ON - -_ NO INSPECTION WILL BE GIVEN APPROVED ©ISOPROVED BY DATE BY DATE ZONING N MN PUBLIC WORKS IIMIIIIIIIIIIII MI TREES MN Dt*M .... = NIS HAS NM P1Ra FLOW 111111111111111111. E1.licTRICAL ammo PLULit3;NG FMB ENEROY 111111111.11111111 1.11.1111111111111111111111.111 111111111.1111111.111111111111 tASCHAN CAL HANOICAP_... BLDG .. IITRUCTIMAL __� 111111111011111111111111 111111111011111111 1.1111111.111 SHOP DRAWN* �_ MN '5 ER 1313tl DF. i : IMPACT FEES $ubjeat td aoinppliance with Rults and regulations Dade Ot of tesiultt atom these plans. 'NOTICE: In eddttion to the tianel tebttletfbds.applicable midi pabile fdi at this county, Tram other gbtttrnmantal state egenelet, OF t$Weiul 1111111� all federal State and County Laws, Courty assumes no responsibility for accuracy, requirements of this permit, there :may be adds- to Ibis ptopetty that mat be found to toe and the :.1 I :Iay be additional permits required entitles such as water manopementdtstektef,, mules.' Sallee 553.79 (10) Ra. Statutes. •• •• • • • • • • .•• •• • • • GCN�RAL NOTES: • • . • • • • • • -- • • • • • • • • • • • 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SST EM M4A'LYZ�D WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (IIVHZ) OF THE FLORIDA BUILDING CODE. ••• ••. •• ••• • ••- 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT 'OIERS.TI�ESg`ED :IN,THE•S • APPROVAL DOCUMENTS. A 33% INCREASE IN ALLOWABL STRRES St1AS•1 SED• THE FASTENER ANALYSIS. LOCA LABEL I Tali '- ..800" 1 0312"\ 2 015" .093'• TM MIN. ")/ r 1 50" •• •• • • • • • 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING `OQE.AND GOd/ERt•IINg•• WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCOR,DANEaE•WiT)4 A'SCE:7 -9 ' - A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. • ••• ' ' '• • • • 4 THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOS•NIC;UTDESI4FC/RS MA•1'It t1' FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6 THESE APPROVAL DOCUMENTS. ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7 ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. B WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED ANO SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. Bl REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: • MADDEN MANUFACTURING COMPANY POMPANO BEACH. FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS SHALL BE 20 GAGE STEEL It = 0.038") CONFORMING TO A.S.T.M. A446• STRUCTURAL QUALITY. GRADE 40, WITH A MINIMUM Fy = 40 K.S.I. GALVANIZED IN ACCORDANCE WITH A.S.T.M. G -60. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 11. ALL FASTENERS AND BOLTS TO BE 2024 -TL ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 12 FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE It= 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM, STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS. AT MIDSPAN, WITH 1/4• -20 x 4" BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MIN. PANEL SEPARATION FROM GLASS SCHEDULE FOR REDUCED SEPARATIONS. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH "E" OR "F" TRACK. STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 14. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND OR BARS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. 05/15/02 16 :44 rl 2 5 0'r 0 o; 2 015" LABEL LOCATION- :1125', 1 50" ' 12.00" COVERAGE 15 269" 20 GA. GALVANIZED STEEL STORM PANEL (t - 0.038 "). SCALE : 3" = V - 0" ,2250•', i ('04 )! oIo, OI N � ,2063 ". "U" HEADER Oe "3 00" MAX. 2 250" 0o N �♦ R .250" `D• x- t .120 .125 _N SCALE :3 " =1' -D" oI -093•' TYP. n1 I (� ANGLE /SCALE 3 " =1' -0" 1 0312 "t # --' •- -600" TM -093•' __ MIN )125', 6 00" COVERAGE • 9 065" 20 GA. GALVANIZED STEEL 1 a HALF STORM PANEL SCALE :3 " =1' -0" i i .101"± 09L" ` o 94" 0 '' 0 1. 0 O; V1f NI N; �( 062" I .1 1 N; o` --#� 24020 f� -20 3a BUILD -OUT "U" HEADER SCALE : 3" =1' - 0" 125" (TYP.) (4-.) ANGLE ANGLE \:-i SCALE : 3" _ 3.000" \•- of i -0.125" O, ALT. STUD DIRECTION -•. TYP. °0l0,•-- •- ��;- 1 /L -20 MACHINE SCREW rs;101 1.h STUD -M 6" OR 12" O.C. 2.00 "! STUDDED ANGLE SCALE : 3" = 1' - 0" > 3.375" MAX. I ) 092" I .165" 375"- z- p(iYP.I, �_ -. �- �: I ` I i 1.650" - X3131.660" lu,1. I!, I -" I 188' �`c�v: i! LI '. 320' .- t) 375.. ___U 7a "F" TRACK SCALE •3 " =1' -0" .375" R tnI O" .090 1.520" 890" ! 500 • 1.090" A, 060" R SYM Ni 0� 0 N! TYP. r ALT STUD DIRECTION - - D• 2 265•• r! c • - ...r4.- ( !m: r 088'• ::N. IITYP I • ;ft; (-I m• 2 063 , 2.346'; "h" HEADER R .250" 01. O�0 NI S SCALE 3 "= i' -0" 1/4 -20 MACHINE SCREW 0 t , STUD (d1 6» OR 12" O C N o .125 " „(TYP -1 2 0 STUDDED SCALE 3" = 1/4" -20 x 3/4- STAINLESS STEEL STUD i( 6" OR 2" O.0 - 6a Z -STUD TRACK SCALE :3 "= 1' -0" ZAMAC .03 BUILD-OUT "F" TRACK O WINGNUT SCALE • HALF SIZE SCALE : HALF SIZE - I • 12 "C" TRACK (FINISH) SCALE HALF SIZE 500 "1 I i I :.090.' X215;- ;.215.. 090:YM. • 890'/ O ' C" TRACK SCALE HALF SIZE I N tft r rn : m, 095" (TYP.l ALT. LEG DIRECTION-2 ANGLE 1' - 0' f-f'- - 375 313 "1.660" -..563"0 20 GA. GAL V. STEEL It= .038") GRADE 40 OR 0.050' ALUM ALLOY (3004 H34) KEYHOLE WASHER 10 SCALE : HALF SIZE O`' - N- r -125" X650- SO 1/4 -20 x 3 /1." MACHINE SCREW 2 000_:1 "E" TRACK SCALE : 3" = 1 - 18 GAGE „(MIN. t= 0.050'1 GALV. STEEL GRADE 601 o! 0 I 00 , __1 . - OPTIONAL STEEL BAR 0" SCALE . HALF SIZE PRODUCT REVISED as rnmplying with the Florida tinkling Codc Acceptance No • 2-2 Expi • lion Date I L 1 00' Miami rill r . Dcl CuntrR% Dit i iioR 14 SQUARE HEAD MACHINE SCREW T.S asbmzelanZIMil St COPYRIGHT C I002 ( ZEVICM 3 ASSOCIATES, INC V.J. KNOZI VkH pilot :zit KAI rulrrn .t• nosrmaj 5 200 03/06/01 • u tIC ♦•. n"I to l• J.V .I.•••Qn OY Ilcr..r.. •r1. nYi rnn VI« 01-243 shr•PI t of 10 • • • •.• • • .. .. WIDTH UNLII1ITI0e LPERP TO PANE. SPAN4•• • • 6 ••• • • • •• •• • • • • • • ••• • • • • • • • • • • • • ••• TYP SECTIONS!"- /-- TOP MOUNT • . • • •• • ••♦ • •• • • • • • • • 11 • ,• :i ♦I • • • • • • • • • • • ••• • • • • il II ' i i;•♦• •• • • •• •••• 1 •• • • • • • • 1 ; ;:if.. .••.PIA►t vIE�/ �. Ir=a's`== ^ :=y:. "• ••♦ • •T••• I_II :I 1 :i•I't_ 11 BAR IONOUTSOE 1 : OFF PANELS - • 1 i; • SEE GENERAL INOTE 7 Ili .1 1 i j.I I `;,' BOTTOM MOUNT L o/ • • • • • •• ••• • TYPICAL VERTICAL MOUNT ELEVATION N.T S. 11 OPTIONAL EXISTING STRUCTURE O WALL MOUNT 1/4" MAX rt 11 OPTIONAL EXISTING t �J 1 STRUCTURE 0 TRAP MOUNT 05/15/02 16:44 •• - \ r / 1 I ' 4 , 1 •' Q•'W 1 1 Iul. ZiJ QIZ, 1 1 00" O11- 300" m 1 wits .62S" 0--.-:-----/ a! ----4-4 (TYPICAL TOP & BOTTOM) �—' Lmax SEE STORM PANEL SPAN SCHEDULE TABLE 1 • • %+OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE GENE.. NOTE P PLAANS vtEW' - ""*.` I1a HORIZONTAL MOUNT ELEVATION NTS SIDE MOUNT -- t11 =OPTICINAL 7 r FASTENER 1 12" 0 C C. SEE L _ — — —..-1/1.- MAX ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR ■_, Ila. ALUM ANGLE CLOSURE :1-1.. .OPTIONAL 7 ! �.. r 1 -1 /Z "� v�- � 1" x 2" x 125:' MIN TO • I Mr IN / 1 -1/2" 2" x 5" x 125" MAX �� - MIN~ �f ��/ • .. e.. t,1'e'L 1/2" MIN / EMS_ ,./... / ✓ /i� EXISTING OVERLAP^! '"ICE. �'- > /��� /�- STRUCTURE - EXISTING FASTENER t 12" 0 C .SEE ALUM ANGLE CLOSURE PIE STRUCTURE 1" x 2" x 125" MIN TO ANCHOR SCHEDULE FOR ANY i/� ACCEPTABLE ANCHOR 2" x 5" x 125" MAX 0. TRAP MOUNT 1/1." MAX i E EXISTING STRUCTURE --= EMB r'61_t,) OPTIONAL r SEE GENERAL — 1 NOTE 7 ;_Cll a @D FACE MOUNT TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE. 1 -1/2" = 1' -0" EOPTIONAL7 OUTSIDE INSIDE 12" 0 C TYP B1 BUILD —OUT -1 TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION RECUIRE01 PIECE PRODUCT REVISED a� comp!) ing x itb the Florida Bolding Cock Acceptance No 1- i3�31 . ZZ Expir lion Date 005; By Miami Il t Induct Control Di%ision COPYRIGHT C 2 0 C 2 J W wJ W �Z -J Q2 °O <1— 0 N v..I. KNEZEVICII i 1•k[1rr::G+!ln }r,ta inrEn ri Licnlaa Na 1.1: 11080. 1 5 2007 aa. 03/06/01 ♦.•t• 1 </rpvn by ..)t[0: I AV •l_ *••" l•. II <..�r.�A by V 01n dr ay.nV ^n 0 1 -243 •I••crl ? at 10• 05/15/02 16:45 EXISTING CONCRETE. EMBED • H•OL1.t0.w aLOfK. C►R041100 (TYP )--. •• iF.AMINO■ (§ 1iCHQR —• , 0 , : • StH UIZ• q,SI40•ON•T YPE - ' ./ t Cr SIRUCTCRE1 • • T•rP•1.0m E l30TTb1`ti•• - FASTENER. SEE ANCHOR SCHEDULE REFERENCE ••'21 CONT C iNEC iION +TYPE 2 • • _ -2— y. • • • • 1 • 1 "U. • • • • • • • • •• . • • SEE TABLE 2 - ---- GLASS OR DOOR to W t�I •• • • • • • •• • •• • • ••• • • • • •• • • • • • •• • • • * • •,—* � • i• • I___•• 1115 ••• -. ---r--.----- t Ad i 1 AIL-----i 6':CONT 61CONT FASTENER, SEE ANCHOR/ SCHEDULE REFERENCE CONNECTION "TYPE 1" ANGLE TO WALL DETAIL • • ••. 1/4" MAX Lmax SEE TABLE I 1/4 -20 MACHINE BOLT 8 WINGNUT @ 12" 0.0 FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND ®6" 0 C FOR PANEL LENGTHS GREATER THAN 104" PANEL TO ANGLE DETAIL E WALL MOUNT SECTION SCALE 3" = 1' -0" EMBED. (TYP EXISTING CONCRETE, 1 - HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM GLASS OR DOOR .-FASTENER. SEE ANCHOR SCHEDULE REFERENCE / x) CONNECTION "TYPE 4" ##14 TEK SCREWS OR 1/4 -20 LAG T NUTYP T (� STAG GERED AND ( TOP . .• • .AND BOTTOM) CONNECTION "TYPE 4 "_! I • 1--- 1/4 -20 MACHINE BOLT 8. WINGNUT @ 12" 0 C FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (El 6" 0 C FOR PANEL LENGTHS GREATER THAN 101." 1/4" MAX Lmax SEE TABLE 1 SIDE CLOSURE REQ•D (SEE PLAN VIEW) BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0" --FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 3" EMBED 1. `EDGE DIST. (TYP) _ _I _ „ -- 3 CONT GLASS OR 000R- 1/4 -20 MACHINE BOLT & WINGNUT (til 12" 0 C FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (T 6" 0 C FOR PANEL LENGTHS GREATER THAN 104 ". 6 ,•CONT �� fi SEE TABLE 2 1 11a: 1 /1." MAX ,Lmax SEE TABLE 1 /„./ /1"u'EDGE•DISTr FASTENER, SEE ANCHOR SCHEDULE REFERENCE i• CONNECTION"T•YPE 3" GLASS OR DOOR — - EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP TOP & BOTTOM CEILING /INSIDE MOUNT SECTION SCALE 3'• = 1' -0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING ,,— FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 1/4" MAX- -\ W. m' ¢. I—I UJ N x E ®BUILD -OUT MOUNT SECTION SCALE 3" = 1' - 0" PRODUCT REVISED as comp)ying with the Florida Bu)din� Code Acccplance N •1t 631 . Z 2_ Expiration Dat `a 01 C3et By Min :1( I) Di%ixion rattle( Cuuiri t fervatexafr V.J KNEZEy1PI4 `mtnfFS em.uwe'revNvrfl r1 t trmtsn I r. PC 11 nun. I i4ate 03/06/01. I..at. I(1 ra...n Ily A�� NDD � 4 /do s.pn t.y :ltn"t ti•n vlw y �• m0 I. • . nn 01 -243 1• t. pert 3 of 10 SEE TABLE 2 ._.. ._„ _ OR DOOR - -- GLASS 1" x 4" x 0.055" OR 2" x 4" x 0.055" ALUM. TUBE•OR 2" x 6" P.T. W000 BLOCKING 1 Jia1 Lmax SEE TABLE 1 )r4a•C0NT. • • •• •• • • • • • • • • • ••• • • • • ••• • • • •••• — FASTENER. SEE ANCHOR SCHEDULE • • •• •• • REFERENCE CONNECTION "TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT �� MOUNT ONLY @ 6" OR 12" O.C., BUT D0 NOT EXCEED SCHEDULED SPACING (TYP TOP & BOTTOM' •• • • ••• • • • — o- 1•— .-...•- • • • / • / V" • ••• • •• • • • •• •/ • • • • • • r i • • • v ••• ••• ••• 01.n• /• c8' to .....n mil • • ••• to •••••ort 0001 • SEE TABLE 2 - - - -- FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD 'MOCKING Cal 12" 0.C. FOR ALUM. TUBES USE 1/4 "0 5.5. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED @ 24. 0.C. MAX. & ONE 1/4 "a THRU BOLT W/ ACCESS HOLE @ MIDWAY BETWEEN STUDS. TWO -1/4"45 S.S. LAG SCREW @ 24. 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS x THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO x 72 P.S.F. (i) WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" THREE 1/4.0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24. O.C. MAX CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS GLASS OR DOOR SEE TABLE 2 WOOD ROOF TRUSS OR FRAMING MEMBER @ 24" 0.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. - #14 SMS BETWEEN TRUSSES @ 24" 0.C. CONT. 05/15/02 16 :45 w J to w to x E J SOFFIT CONNECTION DETAIL SCALE : 3" 1' -0" • • • •• • • • • • 1'1.! (' EMBED (TYP.) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED TABLE 2 Lmax. SEE TABLE EXISTING CONCRETE.' HOLLOW BLOCK. OR WOOD FRAMING (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" = 1• -0" THREE 1/4.0 W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24" 0.C. MAX. PLACE ONE FASTENER THRU HEADER i I/ —1/2" TO 3/4" ALUM. SPACERS (1" O.D. 7/16" LD.) - -c 1/2" OR E' 0, 3/4•' MAX.Ji EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING -- FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" 7.OR 7a CONT -8 //S / I .1 /�. —EXISTING CONCRETE. EMBED. I HOLLOW BLOCK. OR WOOD (TYP.) FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY Cal 6" OR 12" 0.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) QWALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1• -0" 1 "x4"OR1'•x6 " .062" CONT. ALUM. TUBE (6063 -T6) 4414 SMS @ 12" 0.C. BETWEEN TRUSSES (al 24" 0:C. GLASS • OR DOOR l� SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = 1• -0" WOOD ROOF TRUSS \\2 .M \ ' ' OR FRAMING EMBER S`1, f1 @x24. 0.C. MAX. - �EQ:::EO:. � —• .7rJ''w SEE TABLE -2— / STUCCO FINISH OR 'PLYWOOD SOFFIT ACCESS •- HOLE is (TYP.) 1: .--k h a CONT.0 1�t a . z J J.L 1/4" MAX. MAX DESIGN LOAD = 56 P S F © ALT. SOFFIT CONNECTION DETAIL SCALE 3" = 1' -0" -- -- 1/4_20 MACHINE BOLT j & WINGNUT @ 12" 0 C 1 FOR PANEL LENGTHS 1 LESS THAN OR EQUAL TO 104" AND @ 6" 0 C. FOR i PANEL LENGTHS GREATER { THAN 104", 1 lla' SEE TABLE 2 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WALL MOUNT DETAIL SCALE : 3" = 1• -0" 2" x 5" x 1/8" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 # 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN @ 1" O.C. 1" x 4" ALUM. TUBE SEE TABLE 2 ,-GLASS OR DOOR �•t7 b` \— FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" PANEL LENGTH= X a z • Lmax SEE TABLE I MAX. DESIGN LOAD= :61.0 P S F OBUILD OUT SECTION (TYP TOP & BOTTOMI SCALE. 3" = 1' - 0" PRODUCT REVISED) as complying witb the Florida Bidding Codc Acceptance No()1- 1 •• ZL Emir lion ►ate()5 /UI /Z..00Sg Dy Miami D uct Control Division COPYRIGHT 0 2002 KNEZEV.Ci & ASSOCIATES. V.J. KNEZEVIC t sM csmsa No Pa IU0 rt. ua1 1. I easrrtosrnn GtwtAai. WO? daT. 03/06/01 ,cry 1•dfra.+n by as xOTenll AV � di••gn hr Ilcn•cl•.d br M V IK d• ,•••••,1 n0 01 -243 ,he co 4 of 10 EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE !- 7-7 OF STRUCTURE) ., `` i BEI i • • ••• • • • ••• •• •• • • • • •• •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • •. • • • • • • • • • • • ••• • • • • • • • ••• • • • •• ••••• • fr" MAX. / MATERIAL BT2U KAO WOOD • • • •• • • /ELCO (T VA.S.) fZAN1ELMATE••• FASTENER, SCUM :010:2 ; ;.- 111111 / SCHEDULE.SAS /DNI •• • CONNECTic�II • "jY;E2;' : : ••• 2 1/2.. SEE TABLE 2— GLASS OR DOOR- 1/4 -20 S.S. BOLTS W/ WINGNUTS @ 24" 0.C. MAX. (TYP.) ANGLE MAY VARY , \ \O 1a MAX. is io x 1- v w J J w z 0 E E J (MAX. DESIGN LOAD t 61.0 P.S.F.) 0 WALL MOUNT SCALE : 3" = 1' -0" 1/2" 6" 6" 1/2" •A 1/4"-20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1` -0" • • • • • • •' GLASS OR DOOR •SEE TABLE • •• EXISTING HOLLOW BLOCK, • FRAMING (SEE SCHEDULE BASE OF STRUCTURE) 2 (8)- r- I6.24. 1 si 1 ' 1/-20 S.S MACHINE BOLT AND NUT ' f @ 12" 0.C. i ._ CONCRETE, OR W000 f ANCHOR /: DON TYPE j� 3/8 "0 HOLE FOR FASTENING PANEL 2" x 2" ALUM. STUD ANGLE �- 2" x 2" x 0.125" CONT. TO6 "x4 "x0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0478" GRADE 40, GALV. STEEL ANGLE O ALT. CORNER DETAIL SCALE : 3" = 1' -0" 05/15/02 16.45 - —� "-1/4" 0 POWERS CALK -IN @ 4" O.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD 2 72 P.S.F.) OEDGE MOUNT DETAIL SCALE : 3" = 1-'0" FOUR 1 /4 "0 POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. ^! IN CONC. @ 4" 0.C. (TVG -- 8" x 3" x 1/4" ALUM. ANGLE - 1/4" -20 STUD W/ NUT @'6" O.C. r2" x 3" x 1/8" ALUMINUM ANGLE 1 -1/2 ";11;'-1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" GLASS OR DOOR- SEE TABLE 2-, EXISTING CONCRETE.. HOLLOW BLOCK, OR WOOD FRAMING in i x;- • - 1 la u ' z w I -J J! z' d• x 2" x 093 "x• ALUM STUD di ANGLE gl 8 ,-MAX. 1/8" TILE E• / FINISH MATERIAL J 3/4" PLYWOOD 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) "- 1/4"x POWERS CALK -IN @ 6" 0 C WITH 7/8" MIN EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"o LAG SCREW @ 12" O.C. W/ 1 -1/2" MIN. EM8 IN WOOD. 1/2"CO THRU BOLT (ASTM A 325) @ 12" 0 C. — 1 /4"cn POWERS CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1 /4"C LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD -2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD = 72 P.S.F.) "PASS THRU" DETAIL SCALE : 3" = 1' -0" b d 1" x 2.. 2" x 4" 2" x 5" OR 2' x 4" OR 2" x 6" P.T. WOOD BLOCKING FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 1/4" MAX. 1/2" MAX. • x 0.055" 6063 -T6 ALUM. TUBE GLASS OR DOOR— • SEE TABLE 2 NOTE: W000 BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P S.F. CONT HEADER MOUNT DETAIL SCALE 3" 1' -0" -L. PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No Ol - Expiration Date Dy ttil ilia Dilision • • -...r1 s1 roduct Conuxti Yu RN!ZEVICH & ASSOCIATE S. IN C. i COPYRIGHT 0 2 0 0 2 W 3 gza J C iV.J. KNEZCVICI•I rracifEastrmat.cN WEER �t 5 45Aaa Nn 1 09113 t /2 Ixl _ MAY 1 • 2002 r 3 0 • O • losole o o= - N n N 0 J +u_ r • a 3 PO 03/06/01 1<.1I• jjlpuvn by ,,.Ilr011 ^v • .I• ••17., It i.h..l.•d 655 ( ,7, n :' v In .5.. "...Q nn 01. -243 •,he,:t5or10 EMBED. / /I 2" MIN • • •• •• • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • ••• • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • '•' b d 1" x 2" _•4" x 2" •' •' •..24;2" x 4.• x 5'' • Il • . OR 2 x 4 OR 2 x 6 • 1 • P.T. WOOD BLOCKING . --SEE TABLE 2 �1/4 "o RAWL CALK -IN f 4•• O.C. 1 OR HOLLOW BLOCKD t_" CONC.•.• GLASS. • • ••• •_. • • ••• 404 / •'• • • • • • SEE MIN. SEPARATION FROM GLASS SCHED. x 0 055" 6063 -T6 ALUM. TUBE TABLE 2 1/4" -20 STUD & WINGNU Pl>2NeL • • TO ANGLE CONNECTION F12" FOR PANEL s 8' -8" AND 6' 0.C. FOR PANEL LENGTHS GREATER THAN 8' -8" -1/2" MIN —GLASS OR DOOR SEE TABLE 2- O ALT. TRAP MOUNT DETAIL SCALE : 3" = V-0" GLASS OR DOOR SEE TABLE 2 W J co Q 1- DETAIL AE E J • FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" 05/15/0— 2 16 :q6 t) \ —1/4 "0 MACHINE BOLT @ 6" O.C. L-1/ RAWL CALK -IN (B6" 0.C. W/ 7/8" MIN. EMBED. IN CONCRETE OR BLOCK Lmax. SEE TABLE 1 NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. AB ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW. I WITH .675" x .675" x .125",-SQUARE I HEAD 14 5/16" I.D. AND 1/2" 0.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 /,(-1/16" NUT (GALVANIZED) MIN. A C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE GLASS OR DOOR n. 4a ti.. 2 " ;cc 3 " 2 "' 4" x 1/8" 2 "x5" I 6063 -T6 ANGLE —, FASTENER. SEE ANCHOR \ SCHEDULE REFERENCE \� - CONNECTION "T_Y__PE 3" _, • - t/ .I. EMBED. �I11 4.---- T \ L-- NON - STRUCTUR • 1 ..la -- (6 ...CONT. --1 1/4 -20 MACHINE BOLT & WINGNUT @ 12" 0.C.: OR @ 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104". (TYP. TOP & BOTTOM) 0,Q oIW J W1J J L1In z, 0 Si 1 •tai '- 114 -20 MACHINE BOLT & WINGNUT 12" 0.C. OR {81 6" 0 C FOR PANEL LENGTHS GREATER THAN 104". ALi (TYP. TOP & BOTTOM) 1 2-1/2".."--- EXISTING CONCRETE. • ' HOLLOW BLOCK. OR WOOD FRAMING NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. AC STORM PANEL BUILD -OUT SCALE : 3" = 1' -0" USE® 'WITH11 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAP / ' 1 • a 1/2 " 0.0. x 1/4" 1.0 x 3/16" NYLON BUSHING '-',-. OR- 1/4 -20 5 S NUT (TYP ). FINAL LOCATION OF STUD Uz Z U- Wt) 1-- 0 —o Ud 0 . 03 01 uvr W Z ea cc =z Uo W t" Nj Wy zo Y tJ AS SOCIATES.INC. COPYRIGHT 6.2002 KNE2EVICH V.J. KNEZEVI ~� mill I :SSI(3NA4.ru FEfi t, License N E • 1O98 PRODUCT REVISED as comp') ing with the Florida Betiding Code Acceptance e G3t� Z Expiration Date 00S( S( By Mi Dig ision C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. Da uct Control Oateri0lion- [dat. 03/06/01 j sc al. ar avn by- Il as NOT O�I Av1 i•••.gn by Ilch•ck•31 Ota dr a...110 no 01-243 • I 4heet G 0! 10 • • ••• S. • • ••• •• • • • • • •• •• • • • • • • • • • • • • • . • ••• • • • • •• • • • • • • • ••• • • • • • • ••• • ••• • • • •• • • • •• • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • ••• • • • •• • • • •• •f• •f • f • • • • • • • O. • • • • • •f• •• ANCHOR NOTES: 1 SEE SHEET 9 OF 11 FOR COMPLETE ANCHOR NOTES. PRODUCT REVISED ax complying eith the Florida Raiding Code Acceptance No Or' OS 24. Expiration DatcOS /Ol /t 4S By i e Miami Da Ditiision Control W NJ tL N Zo OMMNMMWMMMMW ;, �I� •t 3 • ii `�� }ij''t. il ✓ h ) L ..l hit' ,t. • t` • X °V u! O o la w g O ct N w Vf K a • crt m ∎ {tl U S u w 3 COPYRIGHT 0 2002 • S fZi lei2 C a 0 V .J. KNEZEVICH 1 PntFESSIQNA RIAINEF.n L UcnnSn N . PE 00109R. Oat C t 1ptt On DOAMtHG Ho 91.01 Oat • 03/0,/01 1s Aat• d SNOtf0 11 'Avn by . . AV . d. '.0n by iitb.c,.e° by� , R b 1, Y l+f I 01 -243 -.heat 7 of 10 FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2" EDGE DISTANCE 1 SPANS UP TO 12' - 0" (SEE NOTE 1) N .0 1 .D I .O 1 0 1 0 O " I M I M ! f r M N 0 ' 0 0 0 0 M M M I M I M I M 1 M o 0 1 0 1 0 A J U, M I M I M I M I M I M• M i m, m: m; @ I m I CO rl "1.N.ININ1N1N °1r rIh h r N fV N N NI N r N N N o .o m m1mlmlm1m N an�N v+'fn In N m NI NIN N N M .o O 1r(rIrIrIhIr .o In 0 U, fn1N In NI N IN: NI Ni NIN mr.r r r r ONNEC TYP 1213 M mlmimlmlmlm r' i b I .O i .O .0 I *0 I W U,1J sIJ J J J m N t N .o .o .o .0 W ArIan O 1 o o • 411 h 0 I I A r Nit-Him-1r- Q I i^ 1 N I N N I N I N - O ON N N N N N N .- O O I O 0 101 0 N N N N N N N O ° I • I N I N; N. N N N N SPANS UP TO T 6" (SEE NOTE 1) 10.1m1r10 1 O1 •0 {N NIN1NIN1N 01 4 M M r M O ` m m .O O O 1 J ( J I M I M I M I M O• r O O N V A ! ' J J M I M I M I M s m 1 m I m ' N„ . :i=!?..i h r' N N. N _' N N N N N N M I N 1 m m l @ 1 N N N N N N N N N N r i r i r I I�I i N N N. N I N I N N VEC fYP 13 .- 0 1 ° m m m m .O .0 J7 s s J T 0• m N N r ° r r .0 0 1 0 1 0 - m r r 0 1 0 .O ° N N I..O I to 0 1 0 N I° i ° 10. .N r I r a m I o .oI o- 1 0, 1 N I N I N 1 N N. N v0ti N - N - % 0 %� P Q N N N N m N N o N N n N t( J M M M o r o rI J- 0 I"I - I r 1 r I r , 1,411"4100 O N N N N N N N N N N Ili^ O 1 O. I 0, 1 N I N. N I N I N I N I N - SPANS UP TO S' 6" (SEE NOTE 1) :121021,0 .O r 40 in to J M M " N '., m N h m .O to U1 s M 1 M " P P m .0 N U1 h .0 ' til I N 1 J 1 M I M ^ I^ i .21 1- I P 1@ N N N 1 N N 1 N N N N 1 N N N 0, h N N �. N N N N N N N N N N I O• I m N N N N I N N N N N N 1. N N I 0, I r N N i N 1 N NI N N VEC fYP L r- m ^ I.N-ImIm m- a• @ r .o to J N N N 0• N N C O.IP NIU IN O C r .O b �� TP rlUtlto ^1 ,_1,I ^IO•Imlr i NI.N -1 Q•I.O r.. N N L- 0. .0 .O _N N_ ^I @IJIMI M. N_ N_ N_ N h V1 4 N_ N, ! O_.1 m. JIM / jj NI N'NI NINIm r iI N 1 N 1 N M I N N M N N N NO O, N N � N N N N (*.CNN N I N I. N I O I O N N N N N N N N "II" N I ° 1 oS N N( N I N I N 1 N 1 N Q LL QW Fir. o 3 to <U r' J (3:Z.--"Z m 4 N •0 h .O N r I N P I N — ° N m J N .0 r .o N r N R N ° N CO 4 N .O I r .O N- h N 0• N - ° N m J N .0 r .O N r N 0• N ,- ° N @ 4 N N .0 .0 N r N Cr. n+ = ° N @ 4 N�, '0 r I N r N o N ° � N m N i N I N JI �I �!r N N rn� ° N ANCHOR TYPE 1/4 "0 ELCO TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) :alll11111ll7a> Al111111111111t�` ELCO MALE/ 'ANELMATE" W/ '1 EMBEDMENT 20 MACHINE I WITH NUT P.S.I. CONCRETE) » POWERS IL ZAMAC N W/ 1 -1/8" MBEOMENT P.S.I. CONCRETE) 1 1 1 11 11 1 1 1 11 111 111 "m ASHLEY < -SET SCREW ITH 1 -1/4" EMBEDMENT 10 P.S.I. CONCRETE) POWERS RAWL > -IN & 1/4 -20 LK BOLT 13/4"0 01 W/ 1 -1/4" EMBEDMENT 10 P.S.I. CONCRETE) 1111n POWERS CALK /8"EMBEDMEN 4 -20 STAINLES MACHINE SCRE 300 P.S.I. CONCR Q> ITW REO HEA IABOLT SLEEVE CHOR W /1 -1/8" MIN. EMBED. )00 P.S.I. CONCR 39NI1SIX3s 313HONO3 ANCHOR NOTES: 1 SEE SHEET 9 OF 11 FOR COMPLETE ANCHOR NOTES. PRODUCT REVISED ax complying eith the Florida Raiding Code Acceptance No Or' OS 24. Expiration DatcOS /Ol /t 4S By i e Miami Da Ditiision Control W NJ tL N Zo OMMNMMWMMMMW ;, �I� •t 3 • ii `�� }ij''t. il ✓ h ) L ..l hit' ,t. • t` • X °V u! O o la w g O ct N w Vf K a • crt m ∎ {tl U S u w 3 COPYRIGHT 0 2002 • S fZi lei2 C a 0 V .J. KNEZEVICH 1 PntFESSIQNA RIAINEF.n L UcnnSn N . PE 00109R. Oat C t 1ptt On DOAMtHG Ho 91.01 Oat • 03/0,/01 1s Aat• d SNOtf0 11 'Avn by . . AV . d. '.0n by iitb.c,.e° by� , R b 1, Y l+f I 01 -243 -.heat 7 of 10 05/15/02 16:46 • • •.• • • • ••• S. • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • •• • • . • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • •• •• • • • •• ••• •• • • • •.• • • • • • • • • • • • • • •• • • • •• ••• •• ANCHOR NOTES: 1. SEE SHEET 9 OF 11 FOR COMPLETE ANCHOR NOTES. PRODUCT REVISED as complying with the Florida Guiding Code Acceptance Novi' C)31 LL Eapi lion Datern 01 Me& Ry hlia i Dad ' rod act Control Division Ebii Oz Z. _ en W L Lily I-- d° _O 0 L � N V7 2 Q W 011 -• S0,7" W W' W Zz 0 J lu WJ w U)z Jd 0 cc < O N 8 ASSOCIATES. INC. L 43 t03 2 Y 0 u 4 a ci U A QI 2 L I V.J. KNEZEVI}i Loco ESS10YA1 rPf ,tNVELn 1.13000e N 'E vt 1098 00 GENERAL NO1(5 e e • •d,10 03/06/01 st,lr dr,vn by AS NOf(OII AV dri.yn by tlthrtt.r0 b� ncPl V�K 01-243 sheet fi of 10 FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2" EDGE DISTANCE I SPANS UP TO (SEE NOTE 1) \i\Aj \�j \} \ '\u :, , m m m m mIm m .�.���� \1 \\.1 \��\ \� . � \} \s1 \''.4. \ m ,\ \t� 1 \ `.o \� ...'i\ \\ m 1 m ' m 1 m : m m N in u+ ,n 0 0 .- CO m CO CO N N a' .0 ,o .o I o .0 w 0. in Ln ,n u+ �n �n 0. .o .0 ,o .o ,0 ° N. I N l N l r ! N• ; N +EC• •YP I3 I1 Im m m m m !!! m .0 to N in N 4 4 4 4 4 4 14 4 4 4 4 4 4 J J 4 m m m m m m en .0 I Ut I N I Ui Ito I '^ N ttt 1 ` \ r II .o '0.0.0.0 .0 d o d o o• 0' o• m m ro I m m m N o 0 •o w .0 .o o• m m m m m I m °10.10.10.10.1010. SPANS UP TO 7' - 6" (SEE NOTE 1) m1 mqX1 .- \ M[ \k\ mM\ \ \ \\ . 4 m m m\\\ Nj 4I4ImImImI m I._ a m CO to N 4!1 N N N N. N r N N r. ° .o .o .o .- 0• m r. to to to .- ° a• .o .o .o " I N I N I: I N I I s. IEC• 'YR I31 N i N M J m m m m .o .0 to ' J 4 t ! o 1 4 J S N 0 4 U 4 4 .0 4 J 4 m m I m ° N I N I.0 I t I f I o I mIm m \ .O U 1 m � ° to 4 0-11.1,1.‘ • . >.� ' m m � \ 4 m \ \ \^ (0 I 4 14 'O \ " I O m CO O 0 .0 N N N ^ O O 0 N N a I m m[ m 0 m f 41 41 .0 N '- ° O• m m I m ^ I "_" I r 10. 10• I O• SPANS UP TO 5' - 6" (SEE NOTE 1) N 14 m m �\ \ m .D N N J en en 'a en 4 .4 rn (I, \ N 4 in m\ \$\ .0 to J 4 en \$\ r I .01 t!1 I N 14 I m I en N I - m .0 N N N N N Os . m .0 I N c" '. ° m .O N N N N N d N I .0 N I N I N I N I N 0.1N IEC• 'YP I3 0• I N .0 .0 to 4M.- m m N .0 u1 4 ° m N 4310 a 4 ° N N .0 to 4 4 m .0 .0 to 4 mIm ^ I° 10. 10• I N I en . to N in m N N O m J m N 1 . as " N- O• N m 1 ° 1 H PN .p N N N N N O N N N N N co ^ N .-. O m N 4N N N N I O m I m N N I N I N I N I O I 0' I LU LxWw Q ^ ao. . C)---CL rvz _J 4 N •O N .0 N N N 0. N ° ,.. N 4 43 .0 N O. .... O N . .0 0 N 0 ,... N 4 .0 .0 N O ° N E J .0 .0 N N ° N m 4 N ( " I N 40 .0 N 1 N (N O• O N ANCHOR TYPE 1/4 "0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT �tuunu�u » alRIUUA :LCD MALE/ ANELMATE•' W/ I. EMBEDMENT ?WITH NUT G\ } W 1- Wv J W 1 =PLO ITW RED HEA IABOIT SLEEVE CHOR W/1 -1/8" MIN. EMBED. • POWE '/8" Et 4 -20 S MAC. e P L. V 4 MB I • 'I-ea \�3Z 11 :: San ISIX3 �NIlSIX� NN0018 313�iONOO MO-1-10H ANCHOR NOTES: 1. SEE SHEET 9 OF 11 FOR COMPLETE ANCHOR NOTES. PRODUCT REVISED as complying with the Florida Guiding Code Acceptance Novi' C)31 LL Eapi lion Datern 01 Me& Ry hlia i Dad ' rod act Control Division Ebii Oz Z. _ en W L Lily I-- d° _O 0 L � N V7 2 Q W 011 -• S0,7" W W' W Zz 0 J lu WJ w U)z Jd 0 cc < O N 8 ASSOCIATES. INC. L 43 t03 2 Y 0 u 4 a ci U A QI 2 L I V.J. KNEZEVI}i Loco ESS10YA1 rPf ,tNVELn 1.13000e N 'E vt 1098 00 GENERAL NO1(5 e e • •d,10 03/06/01 st,lr dr,vn by AS NOf(OII AV dri.yn by tlthrtt.r0 b� ncPl V�K 01-243 sheet fi of 10 • 05/15/02 16:47 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• • • • •• • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • •• •• • • • •• ••• •• • • • • • • • • • • ■ ••• •• FASTENER ANCHOR SCHEDULE LOADS AND SPANS - MAX. SPACING (IN.) REQ'D FOR VARIOUS DESIGN l EXISTING STRUCTURE ANCHOR TYPE LOAD P.S.F. PS. ( MAX. NOTE E 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO 7 - 6" (SEE NOTE 1) SPANS UP TO 12' 0" (SEE NOTE 1 ) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 - 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 O 0 48 12 12 12 12 12 12 12 10 12 11 12 7 6 12 7 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 1/4 "0 x MIN. 3" LONG LAG SCREW W/ MIN. 2" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 9c 7/16 "0 W/ S/8" a t /4_MI STEEL L8 12 12 j 12 8 12 12 j 12 5 11 3 11 3 62 12 12 /� 12 6 12 5 % 12 4 10 3 7 3 1t ��pp tt 1[111Y a�11 67 12 11 // /% 12 5 12 4 / 12 4 10 3 / //` 7 3 WOOD BUSHING MIN. EMBEDMENT . EMBEDMENT ESS MACHINE SCREW 72 12 8 12 5 12 L % 12 3 10 3 .' 7 3 92 12 4 7 12 4 10 3 7 3 10 3 ,111/ 7 3 112 10 3/ 9 3 10 3/ 7 3 10 3 7 3 200 10 3 7 3 10 3 4 7 3 10 3/ 7 3 ,,,,mocalmant> 7c 1.8 12 12 12 12 12 12 12 12 12 12 12 8 9 12 8 62 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 1/4`0 FEMALE 1 -7/8" a 1/4 SCREW ELCO MALE/ "PANELMATE" W/ MIN. EMBEDMENT -20 MACHINE WITH NUT 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 7 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 8. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (off 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.344 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF- 1/4 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. PRODUCT REVISED as complying with the Florida tluiding Code 3t L t Acceptance Nni�1 ZU D k�:xpi ion Datt By / Miami Dad Dilisina uct C0tan i • z — y Q 1 e UZ_ i W 1 < S W c/3 8 < o c , aO O l N m t Ua. �C d o p N •e 0 . m x (n co. $ v O: _ W i ; Q W W V W N o ddl Z 41 x rW a - N 0 ;1� o ° >Z g A a t, }}4 1.01-.; S NO j A O u, . : w =im VI zo'— o , eggemainemmuuml 9, V a �r�l UI !� .711114.11.. � Ill r. 1 3 0Z lipte 1 Z a < X 2 C S. A U 8i O N 14 C 3 i asseatIalattomommin- V.J. KNEZE •N EER 'L License .. PE ' 1098: 2002 N O N a, •8 • O N = "'ems ems• • re In d• • ���---lll03/06/01 r sole Ilarsvn by AS NOTCO AV rd�s.an'by ct+ ul.ad by DLO ._. � viN drawan no 01 -243 sheCt�9 of 10- • • a • 05 15/02 t b. 4 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • T A B L 2 • • • • i • • • • • ••• • • • • ••• MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN ACTUAL SHUTTER SPAN (FT - IN) • r' INIt- JM 91PA R*TJOr1: • :OR tINgr,•LLAT•ION■ • •1130•101R 1-44$ 41•OVEs•• GRADE (INCHES) MINIMUM SEPARATION •FQR INSTALLATIONS 'GREATER THAN 30' ABOVE GRADE (INCHES) `- LOAD (W (P.S.F.) *tea • ••• '• ••• • • • : ••• ••• O O • rO O5 • •• • NO BAR • 30.0 3 - 0 •.� /r. ! • • ;- : /Pi•• ••• 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 5 - 0' 2 -1/4 2 -3/4 1 -1/2 7- 0 2 -1/4 2 -3/4 1 -1/4 8- 8 2 -1/4 2 -3/4 1 -5/8 12 - 0 3 -1/4 3 -1/4 2 -3/8 40.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/8 7- 0 2 -1/4 2 -3/4 • 1 -1/4 8- 8 2 -1/4 2 -3/4 1 -1/2 10 - 8 3 -1/4 3 -1/4 1 -1/4 50.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/4 7- 0 2 -1/4 2 -3/4 1 -3/8 8- 8 2 -1/4 2 -3/4 1 -3/4 9- 7 3 -1/4 3 -1/4 2 60.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 • 1 -1/8 ? -' - -0 -- 2 -1/4 2 -3/4 1 -3/8 8- 8 2 -1/4 2 -3/4 1 -7/8 8- 9 3 -1/4 3 -1/4 1 -7/8 3- 0 2 -1/4 2 -3/4 1 -1/8 1. - 0 2 -1/4 2 -3/4 1 -1/8 7p.0 5- 0 2 -1/4 2 -3/4 1 -1/4 6- 0 2 -1/4 2 -3/4 1 -1/4 7- 0 2 -1/4 2 -3/4 1 -3/8 7 - 10 2 -1/4 2 -3/4 1 -3/4 NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX PANEL SPAN POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN SEPARATION FROM GLASS 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS T A B L E 1 20 GAGE STEEL STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD - w (P.S.F.) FOR MOUNTING CONDITIONS E, G. H.1, J, K. K1,L &N FOR MOUNTING CONDITIONS W. Y, Z, AB, AC &AD L MAX. (FT -IN) L MAX. (FT -IN) 30.0 12 -0 10 -6 35.0 12 - 0 10 - 4 40.0 11 - 11 10 - 0 45.0 11 -3 9 -8 48.0 10 -10 9 -6 50.0 10 -8. 9 -5 55.0 9 -8 9 -2 60.0 8 -10 8 -9 62_0 8 - _7 8 - 7 65.0 - : 8 __ 2 8 - 5 67.0 7 -11 8 -2 70.0 7 -7 7 -10 72.0' 7 -6 7 -7 75.0 7 -5 7 -3 80.0 7 -4 6 -10 90.0 7 -2 6 -1 100.0 . 6 -6 • 5 -6 110.0 5 - 10 5 -.0 112.0 5 - 9 4 - 10 120.0 5 -5 4 -6 130.0 5 -0 • 4 -2 140.0 4 - 7 3 - 11 150.0 4 -3 3 -8 160.0 4 -0 3 -5 170.0 3 -9 3 -2 180.0 3 -7 3 -0 190.0 3 -5 2 -10 200.0 3 -3 2 -9 PRODUCT REVISED as complying with the Florida Buiding Code Acceptance ut t' •2 Z Eapirylinn Dut I 2002' Uy, M1tiarili Uad7roduct Control Ui%hi /IQ ASSOCIATES, INC. KNEZEVICH & CY 0 I V.J. KNEZEVICH I►tnrlrtssmoat., NOINCER_ Lirenae Ny.PC u1Our. od. o.r• 03/06/011, •. •l• er•-• 0y AS NOICOJ1 rf 'AV nrs.' n 0;111 /1- ecleC 013 u.B, V/K D� a..rng nu 01 -243. sr.eet lO of 10 E o cd M tl N 0 0 0 to 0 t 0 3 tr Print Information: J: \CADD \Codd02 \HurstAwningCo \02- 267 \R2— prg \02- 267- 01.dwg :750" 2.00" 2.00" 4 PRODUCT MARKING LOCATION j,1.50 ",4, 12.50" COVERAGE 14.875" sv .750' o / 0 .V / N = .0312" MIN. j.25 j, GALVANIZED STEEL OSTORM PANEL SCALE: 3" = 1' - 0" :750" .750" = .0312" MIN.% 50"4 j.( 6.Z5" COVERAGE 8.75" ONE HALF PANEL PER OPENING MAYBE USED AS REQUIRED TO COVER OPENING. GALVANIZED STEEL HALF STORM PANEL 2 SCALE: 3" = 1' - 0" GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISIONS SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND NON -HIGH VELOCITY HURRICANE ZONE SECTIONS OF THE FLORIDA BUILDING CODE. 2. A 33% INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH. THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: HURST AWNING CO., INC. MIAMI , FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS SHALL BE GALVANIZED STEEL CONFORMING TO A.S.T.M. A653 SQ, GRADE 80 G = 90 GALVANIZED COATING AND WITH THE FOLLOWING BARE METAL AND GALVANIZED THICKNESSES, AND MECHANICAL PROPERTIES: 0.0297" MIN. BARE METAL THICKNESS (B.M.T.), WITH A MIN. Fy= 80.0 KSI 0,0312" MIN. THICKNESS (AFTER GALVANIZING) 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 0 0 N .313 "0 .625 "0 (1/16 GALVANIZED STEEL) OKEYHOLE WASHER (OPTIONAL) SCALE : HALF SIZE 2.250" .09 .070' 2.000 "I 0 to .890" ¶ 5001 .375" .090" ® "U" HEADER 6 SCALE: 3" = 1' - 0" 1.625" - lif[:i LI-10r90" TYP. .120" SLIDE C -TRACK 1 a (FINISH) SCALE : HALF SIZE 2" .05" .375" M j, 700' OC -TRACK SCALE: HALF XX 1.865" (ZAMAC 3 ALLOY) OWASHERED WINGNUT L SCALE : HALF SIZE .375" .215" 1-.050" .250" 1/4 -20 STUD x 3/4" LONG p12.0" OR 2.5" 0.C. 4.125" TYP. ;750" 0 STUDDED STRAP (SLIDER) SCALE : HALF SIZE 380" . :195275" to 665" .095 TYP. 14 2" x 2" x 0.05" TUBE F -TRACK SCALE : HALF SIZE O i SCALE: 3" = 1' - 0" SIZE o� 0_ 90" 11 4" 0'1 OC -TRACK (FINISH) SCALE : HALF SIZE .890" f00 i :750" 1.0. .630" 0.D. -.N=460" .060" 1.00" MIN., 5.00" MAX. 12 ANGLE SCALE: 3" = 1' c ff .380" 195" 1 E,275» 095" TYP. Jr2.000" J, 16 E -TRACK SCALE: 3" = 1' - 0" 12.000" O'hh' HEADER SCALE: 3" = 1' - 0" OSLIDE C -TRACK SCALE : HALF SIZE 1/4" -20 x 3/4" S.S. MACHINE SCREW STUD PUNCHED INTO ANGLE @12.0" OR 12.5" O.C. (STUD DIRECTION MAY BE REVERSED) 0 .625" N .125" TYP. 1,2.00"j, i- STUD ANGLE SCALE: 3" = 1' - 0" 0 in r rn , 3.375" 3.00" .090" (TYP.) .165" �.0 In 1 --'1-'`- 320" 375" OBU LD -OUT F -TRACK 1 T SCALE : HALF SIZE Approved as complying with the Florida Said* Cod Date 0 9 /3 0 Cod; NOAH o2 - e6V1.nI Miaml Dade Product Control VJ. KNEZEVICH PROFESSION�1. GINEER FL Lkenst,N : 0010983 tg 1. uG ._ 1OQ a • 9 z 0 a 2 U GENERAL REVISION a • • 6 0 0 a 0 a • (dare 06/25/2002 scats drawn by AS NOTED MCR design by JAP Checked by V JK, drawing nu 02 -267 sheet 1 of 6 08/30/02 12:38 • N 0 0 0 00 0 N N >O \CADD \Codd02 \HurstAwningCo \02- 267 \R2— prg \02- 267- 02.dwg 0 0 E O TYPICAL SECTIONS m J III I 111111 u IFiTJ� Fw N EC 0 ion ' r tflu 111111111 i TYP. TOP AND Borrom .3125-0 Al 0 75" :.625"0 WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) OPANEL ELEVATION SCALE: 1/4" = 1' - 0" j___ MINIMUM SHUTTER OVERLAP SHALL BE 1.5 TIMES BUILD OUT DISTANCE 1/4" MAX. ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. 0 W BUILD OUT DISTANCE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) O D BUILD -OUT MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" 1/4 -20 S.S. BOLT & WINGNUT @ 24" O.C. (TYP.) 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063 -T6 ALLOY) EXITING WINDOW MAX. D CORNER CLOSURE DETAIL l�J SCALE: 1 -1/2" = 1' - 0" 1" OVERLAP EXISTING BAY WINDOW 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063-T6 ALLOY) 1/4 -20 S.S. BOLT & WINGNUT (a 24" O.C. (TYP. 1" OVERLAP 4" MAX. OCORNER CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" EXISTING GLAZING TYPICAL SECTIONS 0 I— W w w CC X E wQ J F.. mZ <0 1-1.4 I E2 Lao JI 0° Ct w = J U N Z I— ct N W > °° W DTH UNLIM TED _ (PERPENDICULAR TO �, PANEL SPAN) NOTE: FOR DIRECT MOUNT APPLICATION ONLY. GROUND PANEL ELEVATION SCALE: 1/4" = 1' - 0" FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) z E EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYPICAL) EMBED. 3" MA/ 4, 1/4" MAX. 1/2" MIN. OVERLAP ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. OTRAP MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SPAN SCHEDULE - TABLE 1) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE: 3" = 1' - 0" TYPICAL SECTIONS 0 I- a: w IL w a: X to E J WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) 00 PLAN VIEW OMITER PANEL ELEVATION SCALE: 1/4" = 1' - 0" 1/4" MAX. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. MAX. OWALL MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" Approved as camptyisj with the Florida Bold Cud Zo 0 2 (Date 0: o NOAH o Mod Dade Product Control U0 z Zf N ^r �r w Q U � 0. Q W z ois— W UI, N � W vt Zz 0 N a v 0 iet a z i! W z Y 0 0 N 0 a 0 a H e: as dti 3E °35 VJ. KNEZEVICH PROFESSIONALE NEER a Chins* No• • • 10983 11 11 C 0 N :: III III I _1111 8 ©I111IUUU 2002, date 06/25/2002 jIscale ' tlrawn by l AS NOTED L_PICR design by JAP checked by WPC drawing no 02 -267 sheet 2 of 6J 08/30/02 12:40 D. CD N azquez 08/30/2002 0 \CADD \Codd02 \HurstAwningCo \02- 267 \R2— prg \02- 267- 03.dwg A 0 E SEE TABLE 2 — EXISTING GLAZING [--00 O 1/4" MAX. in II X rg E - J EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C5 CONNECTION TYPE WITH PIECE (i?i LEG OUT C1 CONNECTION TYPE WITH PIECE LEG IN REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FINIS1/8" ATERIAL - 3/4" PLYWOOD EXISTING 2" x 4" x 1/8" CONT. GLAZING ALUM. TUBE (6063 -T6) i- -1/4 "0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW tT 6" O.C. WITH 7/B" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW f 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 1/2 "0 THRU BOLT W/ LOCKNUT (al 6" O.C. 1/4 "0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW Cal 12" O.C. WITH 7/B" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW Cal 20" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER )2" x 2" x 1 /8" CONT. ALUM. ANGLE (6063 -T6 ALLOY) E EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE- i-J.5 /8 MAX. EXISTING GLAZING (MAX. DESIGN LOAD ± 73 PSF) / "PASS THRU" DETAIL 2. SCALE: 3" = 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING J w z 4 0 F- 0 w w 0 X r0 E J w J m 4 I- 1 w J 0 w U N z 4 0 U) SEE TABLE 2 C5 CONNECTIOJI TYPE WITH PIECE LEG OUT Cl CONNECTIQI1 TYPE WITH PIECE pT2J} LEG IN REFERENCE A CHOR SCHEDULE FOR MAX SPACING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER Cal 6" O.C. OR 6 -1/4" O.C. OR Cal 12" OR 12 -1/2" O.C. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. O"F" TRACK/DIRECT MOUNT SECTION N SCALE: 3 " =1' -0" J W z 4 a O U) w w x r0 E J `-02 W J m 4 I- 1 W J 3 0 w I U U) z 4 a U) OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. EE TABLE 2 -- EXISTING GLAZING J W z 4 a 0 F- V) w W U) X m E J W J tD 4 F- w J 3 0 w u In z 4 0 In #14 x 3/4" TEK SCREW (al 16" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT (la 16" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) 1/4" MAX. (OPTIONAL) ' -1/4" MAX. C4 CONNECTION TYPE \REFERENCE ANCHOR SCHEDULE FOR MAX. L:1\ SCHEDULE O CEILING / FLOOR MOUNT SECTION SCALE: 3 " =1' -0" Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING nil 2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SPAN SCHEDULE - TABLE 1) #14 x 3/4" TEK SCREW Cal 16" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 16" O.C. Cl CONNECTION TYPE REFERENCE ANCHOR - SCHEDULE FOR MAX. SPACING OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) SPAN SCHEDULE - TABLE 1) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OFINISH TRACK / PRE- STUCCO TRACK SCALE: 3" =1' -0" 1/4" MAX. Approved as complying with the Florida c Cod Date O 20 01. : • NORM 0 o •1. • Miami Dade Prodlret Control Divisto By , • z Z N — W `I- N I- W I— _O u°� O, VI ✓ I c Q z 2z uw W F N � W Vl Z z 0 NEZEVICH & ASSOCIATES, INC: N 0 N U A A g 8 35 0 VJ. KNEZEVICH PROFESSIONAL ENGINEER FL license No•' ' 10983 revisions G.3 e z O N a It •Z "U UI '. V m _a a a_ e " date 06/25/2002 scale dr.wn by LAS NOTED,) MCR, design by checked by JAP](____VJK, drawing no GENERAL REVISION D. 2002 02-267 sheet 3 of 6-1 08/30/02 12:44 E t1 n dd N N 0 0 0 0 to 0 w a N >° Print Information: J: \CADD \Codd02 \HurstAwningCo \02 - 267 \R2— prg \02- 267- 04.dwg EXISTING GLAZING HI N MAX. DESIGN LOAD = 47.9 P.S.F. OCEILING MOUNT SECTION SCALE: 3" = 1' - 0" EXISTING WOOD ROOF JOIST OR FRAMING MEMBERS SHALL BE PERPENDICULAR TO THE PANEL FACE TWO 1/4 "0 LAGS SCREW W/ 2 -1/2" MIN. EMB. INTO WOOD MEMBER @26." 0.C. MAX. z-1/4" MAX. 4" x 1/4" x CONT. 6063 -T6 ALUM. PLATE #14x 3/4" TEK SCREWS @ 12" 0.C. BETWEEN TRUSSES THREE - 1/4 "45 W000 LAG SCREW W/ 2 -1/2" MIN. EMB. INTO WOOD MEMBER (al 24" 0.C. MAX. L PUNCH 3/8" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE —, TYP.- PM NUT (TYP.) 1 -1/2" x 1 -1/2" NOTCHES (TYP. BOTH SIDES) 5" LONG HANDLE RIVETED TO PANEL FLOOR OR WALL MOUNTED 2" x 2" x 1/8" CONT. STUDDED ANGLE OR WALL MOUNTED SLIDE C -TRACK 0 OR 10 (SEE DETAILS J, P, W OR Z FOR BOTTOM MOUNTING CONDITIONS) DETAIL V NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. REFERENCE DETAILS J, P, R OR 5 FOR TOP MOUNTING CONDITIONS. MAX. PANEL HEIGHT = 8' - 8" — — AND MAX. DESIGN LOAD = ± 72.00 P.S.F. OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. EXISTING GLAZING ,.1/4 -20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) NUT WASHER ON JF OUTSIDE FACE (TYP) 1- w z a EXISTING WOOD ROOF JOIST SHALL BE PERPENDICULAR TO THE PANEL FACE 1/2" EXISTING PLYWOOD SOFFIT AND /OR STUCCO 1/4" MAX. EXISTING GLAZING -- ,,SEE TABLE 2� 0 CEILING /FLOOR MOUNT SECTION ��// SCALE : 33 = EE TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (TYP. TOP & BOTTOM) EMBED. 5/8" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 1/4" MAX. w L) 0 w EXISTING }_I GLAZING yyyppp II SEE TABLE 2 n EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (TYP. TOP & BOTTOM) TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT TAP DRILL #7 1/4 -20 NC THREAD 1/4 -20 x 3/4" MACHINE SCREW W/ TUDDED STRAP SEE DETAIL Z . -e ` ..' ..' 5/16" I.D. AND 1/2" 0.0. Z ,' x 3/16" MINIMUM NY aco BUSHING OR 1/4 -20 F NUT(GALVANIZED) E • I 1/16" O w MIN. w o O 3/4" SLIDE TRACK ASSEMBLY(BLow UP) W -DETAIL Y w SCALE: HALF SIZE to � 0Q to p W J _ X ▪ Z W USA J -Ja zo : ,,.:,:2,' ,,,,_.; LG C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT QSLIDE TRACK ASSEMBLY - INSIDE MOUNT W SCALE: 3" = 1' - 0" STORM PANEL w J w J W O w W x Z m E a J 0_ --1/4" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING U WALL MOUNT SECTION SCALE : 3" = 1' -0" 1/4" MAX. 13 Approved as complying with the Florida t o ' e Date 0 O 'L NOM • — • 11697/%1 Miami Dade Product Control DIvbsloq I / A / By 1/4 -20 x 3/4" MACHINE SCREW STUD @ 12. 0.C. OR 12.5" 0.C. 1/4 -20 HEX HEAD NUT. 5/16" I.D. AND 1/2" 0.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) FINAL LOCATION/ OF STUD OSTUDED STRAP ASSEMBLY (ISOMETRIC VIEW) SCALE: 3" = 1' - 0" W UJ i- V1 N< wa H� 0 V.J. KNEZEVICH PROFESSIONAL ENGINEER FL License No: ' . 10983 :I:-... II i : U' 3 0 2002 c O 9 data 06/25/2002 scat. d w ran by AS NOTED, MCR d•sign by JAP ch.ck•d by VIA drawing no 02 -267 sheet 4 of 6 08/30/02 12:48 E In N u') N 0 0 CN 0 CO 0 N 0 v Print Information: J: \CADD \Codd02 \HurstAwningCo \02 - 267 \R2— prg \02- 267- 05.dwg ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3. EDGE DISTANCE SPANS UP TO S. -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12._0.. (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 6' -7" (SEE NOTE 1) SPANS UP TO - 12' -0'• (SEE NOTE 1) CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION -- -(SEE C4 -C2 NOTE C3 TYPE 3) C4 C5 11 HK„ 1�HN„ l,Ht,Nt: 1/4 "0 ITW BUILDER TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3.145 P.S.I. CONCRETE) 35.3 16 16 16 16 16 16 16 13 11 16 16 16 10 8 16 16 16 16 16 16 16 16 16 14 16 16 16 12 10 16 47.2 16 16 16 14 16 16 16 10 8 16 16 12 7 6 16 16 16 16 16 16 16 16 13 10 16 16 13 9 7 16 62.2 16 16 13 11 16 16 14 7 .25 16 15 8 6.25 5 15 16 16 16 14 16 16 16 10 8 16 "7-16 16 710 8 6.25 16 72.0 16 16 11 9 16 15 9 .2 5 15 15 8 6.25 5 15 16 16 15 12 16 16 10 8 7 16 16 10 8 6.25 16 122.0 16 9 6.25 5 16 15 8 2 5 15 15 8 6.25 5 15 16 10 8 7 16 16 10 8 6.25 16 16 10 8 6.25 16 (MIN. 35.3 16 16 16 16 16 16 16 16 12 16 16 16 11 9 16 16 16 16 16 16 '16 16 16 15 16 16 16 14 11 16 47.2 16 16 16 16 16 16 16 11 9 16 16 11 8 6.2516 16 16 16 16 16 16 16 14 11 16 16 14 10 8 16 1/4' ELCO MAX 1-3 4 N " MIN. EMBEDMENT 3,320 P.S.I. CONCRETE) 62.2 16 16 15 12 16 16 13 9 7 16 14 8 7 6 14 16 16 16 15 16 16 16 11 8 16 16 10 9 7 16 72.0 16 16 13 10 16 14 8 7 6 14 14 8 7 6 14 16 16 16 13 16 16 10 9 7 16 16 10 9 7 16 122.0 15 9 8 6.25 15 14 8 7 6 14 14 8 7 6 14 16 11 10 7 16 16 10 9 7 16 16 10 9 7 16 5k1' * glijQmnn 1/4•'0 FEMALE 1 -3/4 (MIN. 35.3 16 16 16 16 16 16 16 15 12 16 16 16 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 13 11 16 ELCO MALE/ "PANELMATE" W/ MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 3,000 P.S.I. CONCRETE) 47.2 16 16 16 16 16 16 16 11 9 16 16 12 8 6.25 16 16 16 16 16 16 16 16 14 11 16 16 15 10 8 16 62.2 16 16 15 12 16 16 15 8 7 16 16 9 7 6 16 16 16 16 15 16 16 16 10 8 16 6-711 9 7 16 72.0 16 16 12 10 16 16 9 7 6 16 16 9 7 6 16 16 16 16 13 16 16 12 9 7 16 16 11 9 7 16 122 0 16 10 7 6.25 16 16 9 7 6 16 16 9 7 6 16 16 12 9 7 16 16 11 9 7 16 16 11 9 7 16 * &MA 1/4 "0 POWERS & 1 /7/8" 0ESTAINILESS STEEL MACHINE (MIN. 3,000 P.S.I. CALK SCREW CONCRETE) -IN 35.3 16 16 16 16 16 16 16 11 10 16 16 16 8 7 16 16 16 16 16 16 16 16 16 16 16 16 16 14 11 16 47.2 16 16 15 13 16 16 16 8 7 16 16 12 6.25 5 16 16 16 16 16 16 16 16 14 12 16 16 15 10 8 16 6Z.2 16 16 11 9 16 16 14 6.25 5 16 16 9 5 4 15 16 16 16 15 16 16 16 11 9 16 16.711 9 7 16 72.0 16 16 10 8 16 16 9 5 4 16 16 9 5 4 15 16 16 16 13 16 16 11 9 7 16 16 11 9 7 16 122.0 16 9 5 5 16 16 9 5 4 15 16 9 5 4 15 16 12 10 8 16 16 11 9 7 16 16 11 9 7 16 35.3 16 16 16 16 16 16 16 16 16 16 16 16 15 12 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 16 t /4 "W/ ELCO 1 -3/4" MIN. EMBEDMENT (MIN. 3,350 P.S.I. CONCRETE) 47.2 16 16 16 16 16 16 16 16 12 16 16 15 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 14 11 16 62.2 16 16 16 16 16 16 16 12 9 16 16 11 10 8 16 16 16 16 16 16 16 16 15 11 16 16 13 12 10 16 72.0 16 16 16 14 16 16 11 10 8 16 16 11 10 8 16 16 16 16 16 16 16 13 13 10 16 16 13 12 10 16 122.0 16 12 10 8 16 16 11 10 8 16 16 11 10 8 16 16 14 13 10 16 16 13 12 10 16 16 13 12 10 16 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO S' -0•' (SEE NOTE 1) SPANS UP TO 8' -7•• (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CI 0 ® 35.3 16 16 16 16 16 16 16 12 11 16 16 16 9 8 16 1/4 "0 x MIN. 1 -3/4" LONG LAG SCREW W/ MIN. 1 -3/4" EMBEDMENT SHEAR PARA OR PERPEND CULAR TO W000 GRAIN 47.2 16 16 16 14 16 16 16 9 8 16 16 16 6.25 6 16 62.2 16 16 12 11 16 16 16 7 6.25 16 16 14 6 5 16 72.0 16 16 10 9 16 16 14 6 5 16 16 14 6 5 16 122.0 16 15 6.25 5 16 16 14 6 5 16 16 14 6 5 16 *IMEMZ03=Z> 35.3 16 16 16 16 16 16 16 16 14 16 16 16 11 10 16 * MENUMI›- 47 2 16 16 16 16 16 16 16 12 10 16 16 16 8 7 16 1/4 "0 ELCO MALE/ FEMALE •'PANELMATE" W/ 1 & 8 4- 20 MACH NENT SCREW WITH NUT 62.2 16 16 16 13 16 16 16 9 8 16 16 14 7 6.25 16 72.0 16 16 13 11 16 16 14 8 6.25 16 16 14 7 6.25 16 122.0 16 15 8 7 16 16 14 7 6.25 16 16 14 7 6.2516 1. ANCHOR NOTES: SPANS AND DESIGN LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN Ofd EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMEN- DATIONS. MINIMUM EMBEDMENT LENGTHS AND EDGE DISTANCES SHALL BE AS NOTED AND SHALL NOT INCLUDE STUCCO OR OTHER WALL FINISHES. MINIMUM EMBEDMENT DEPTH FOR LAG SCREWS SHALL ONLY INCLUDE THE THREADED PORTION. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) AND WITH OPTIONAL KEYHOLE WASHER FOR DIRECT MOUNT CONDITIONS, U.O.N. 9. / DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (nl 6 ", 6- 1/4• ", 12" OR 12 -1/2" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. Approved as complying with tats Florida Butd Cod Date O 02,0 01. NOJW O Mismt-"`i ds 'Watt Control r KNEZEVICH IONAL GINEER e • P ..10989 ZOOZ 0 0 1. Fig13 1111 1 date Is AS NOTED MCR, checked by VJK 06/25/2002 design by JAP I drawing no 02 -267 sheet 5 of 6 1 08/30/02 12:52 C 0. CO N 144 In N N 0 0 0 0 0 0 N v N : \CADD \Codd02 \HurstAwningCo \02- 267 \R2— prg \02- 267- 06.dwg v C ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD IW1 P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO S' -0" (SEE NOTE 1) SPANS UP TO 8' -7" + (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO -5` -0" (SEE NOTE 1) ,,SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12 " -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION _ _-(SEE CC-1- C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS - HOLLOW CONCRETE BLOCK t����`l"`1�11,111111�1i 35.3 16 16 11 8 16 10 10 6.25 5 10 7 7 4 3 7 16 16 14 10 16 12 12 8 6 12 8 8 5 4 8 1/4"41 1 - 1 / ITW BUILDEX 4 " 47.2 13 13 8 6.25 13 8 8 5 3 8 5 4 3 5 15 15 10 7 15 9 9 6 4 9 6.2 4 4 3 6.25 -2:2 10 10 6.25 5 10 6 4 3% 6 5 %/ 3 511 8 6 11 6.25 5 4 3 6.25 5 3 4 4/ 4/ j 5 5 5 72.0 9 9 5 4 / / 9 S 5 5 3 3 3 / 5 5 5 5' 3 3 5 S 10 6 10 3 7 4 5 3 10 6 5 5 3 3 4 4 3 5 S 5 5 3 3 122.0 5 3 3 35.3 16 16 16 12 16 13 13 9 7 13 9 9 6.2 5 9 16 16 16 15 16 16 16 12 8 16 12 12 8 6.25 12 ( 47 2 16 16 12 9 16 10 10 7 5 10 7 5 5 3 7 16 16 15 11 16 12 12 8 6.25 12 9 6.256.25 4 9 1/4" ELCO MAWX15E/4 AMI ON EMBEDMENT 62.2 13 13 9 7 13 7 6 S 4 7 6.25 3 4 3 ..25 16 16 11 8 16 9 7 6.25 5 9 8 4 S 4 8 72 0 11 11 8 6 11 6.25 3 4 3 6.2%.25 3 4 3 ..25 14 14 10 7 14 8 4 S 4 8 8 4 5 4 8 122.0 6.25 4 4 3 6.256 -25 3 4 3 6.256.25 3 4 3 ..25 8 5 6 4 8 8 4 5 4 8 8 4 5 4 8 * LI111111111LM1a 35.3 16 16 16 13 16 16 16 9 7 16 14 14 6.2 5 14 16 16 16 14 16 16 16 10 8 16 15 15 7 6 15 * iinzn D› 47.2 16 16 12 9 16 15 15 7 5 15 11 7 5 4 11 16 16 14 11 16 16 16 8 6.25 16 11 8 5 4 11 W/ 1/4"0 ELCO MALE/ FEMALE "PANELMATE" 1-1/4 1/4- NT 20 MACHINE SCREW WITH NUT T6 16 9 7 16 11 9 S 4 11 9 5 4 3 9 Liii 1 �6 10 8 16 12 9 6 4 .12 10 S S 4 10 , 62_2 72.0 16 16 7 6.25 16 10 5 4 3 10 9 5 4 3 9 16 16 9 7 16 10 6 5 4 10 10 5 5 4 10 122.0 10 6 4 3 10 9 5 4 3 9 9 5 4 3 9 10 6.25 5 4 10 10 5 5 4 10 10 5 5 4 10 1/4"m & 1/4-20 STEEL %%1 1� POWERS CALK STA NLESS MACHINE SCREW -IN 35.3 16 16 12 9 16 13 13 7 5 13 9 9 5 4 9 16 16 16 14 16 16 16 11 8 16 12 12 8 6 12 47.2 16 16 9 7 16 10 10 5 4 10 7 5 3 3 7 16 16 14 11 16 12 12 8 6.25 12 9 6.25 6 4 9 .2.-i. -'13 13 7 5 13 7 6 4 3 7 5.2 3 3 •.25-1-,..-716 11 8 16 9 7 6.25 4 9 8 4 S 4 8 72.0 11 5.25 11 4 6 4 11 3 j��6.25 6.25 3 .25 3 3% 3 .256.2 .256.2 3 3 3 0..25 3 •.25 14 8 14 5 9 5 7 4 14 8 8 8 4 4 5 S 4 4 8 8 8 4 8 4 5 5 4 4 8 8 122.0 35.3 16 16 16 16 16 16 16 12 10 16 16 16 9 7 16 16 16 16 16 16 16 16 13 10 16 16 16 9 7 16 1/4"0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 47.2 16 16 16 13 16 16 16 9 7 16 12 8 7 5 12 16 16 16 13 16 16 16 9 7 16 12 8 7 5 12 62.2 16 16 12 9 16 12 10 7 5 12 11 .256.2 4 11 16 16 13 10 16 13 10 7 5 13 11 6.256.25 5 11 72.0 16 16 11 8 16 11 6.256.2 4 11 11 .256.2 4 11 16 16 11 8 16 11 6.256.25 5 11 11 6.256.25 5 11 122.0 11 6.256.25 5 11 11 6.2516.2 4 11 11 .2516.2 4 11 12 7 6.25 S 12 11 6.256.25 5 11 11 6.256 25 5 11 08/30/02 12:57 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. T A B L E 1 TABLE 1 NOTE: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. Approved as complying with the Florida Date : 0 1,001. NOAH Mimi Dade Product Control DlvWopl BY MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE DESIGN r -L-OAD (P.S.F.) SPAN (FT - IN) 30.0 12 - 0 33.0 11 - 10 35.0 11 - 7 40.0 11 - 3 40.7 11 - 2 45.0 10 - 11 50.0 10 - 5 55.0 9 - 11 x'23 -- 9 - 7 60.0 9 - 6 62.0 9 - 4 65.0 9 - 2 70.0 8 - 10 72.0 8 - 8 75.0 7 - 11 80.0 7 - 8 90.0 7 - 0 100.0 6 - 3 105.0 6 - 0 110.0 5 - 8 120.0 5 - 3 122.0 5 - 2 T A BL L E 2 - MlNIMU M -STO RM PANEL SEPARATION FROM GLASS POSITIVE ACTUAL .. S -PN (L) A (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL I STAtt- ATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) LOAD (W) v tP.S.F.) 30.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -5/8 12' -0" 3 -3/8 3 40.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -3/4 11' -3" 3 -•3/8 3 6' -0" 2 -3/4 1 -3/8 050.0-_ /;.8'- 8 "_-:> Z-3/4 2 10' -4" 3 -3/8 2 -7/8 60.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1/8 9' -6" 3 -3/8 2 -1/2 70.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1/4 8' -10" 3 -3/8 2 -3/8 80.0 5•-0" 2 -3/4 1 -1/4 6' -0" 2 -3/4 1 -1/2 7' -8" 2 -3/4 2 u" z Z f. N W V F- <( _o U .cc .. ON 111 re Q z o- w = z V � W ~ J N � LLJ In Zz Y z N I- U 0 a a1J X us U N W z N 0 0 VJ KNEZE ICH PROFESSIO INEER FL License 10983 ( ), J _G_3 2002 revisions z s o • N M W u a 9 e a RENAL REVISION u m ka`a 06/25/2002, drawn by MCRJ scale AS NOTED design by 1 Checked b1 JAP� VJK drawmng no 02 -267 sheet 6 of 6 E N N 0 0 N 0 0 c m N C7' N Print Information: J: \CADD \Codd02 \HurstAwningCo \02 - 267 \R2— prg \02- 267- 01.dwg 2.00" PRODUCT MARKING LOCATION 750" / \ / \ .750'° 4,1.50 ",1, 12.50" COVERAGE 14.875" = .0312" MIN. 25j, 0 0 N GALVANIZED STEEL OSTORM PANEL SCALE: 3" = 1' - 0" :750" / X .750'- ■ (/-4 = .0312" MIN. 504 6.25" COVERAGE 1 / 8.75" / ONE HALF PANEL PER OPENING MAYBE USED AS REQUIRED TO COVER OPENING. GALVANIZED STEEL ® HALF STORM PANEL 2 SCALE: 3" =1' - 0" GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISIONS SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND NON -HIGH VELOCITY HURRICANE ZONE SECTIONS OF THE FLORIDA BUILDING CODE. 2. A 33% INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH. THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: HURST AWNING CO., INC. - MIAMI , FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS'SHALL BE GALVANIZED STEEL CONFORMING TO A.S.T.M. A653 SQ. GRADE 80 G = 90 GALVANIZED COATING AND WITH THE FOLLOWING BARE METAL AND GALVANIZED THICKNESSES, AND MECHANICAL PROPERTIES: 0.0297" MIN. BARE METAL THICKNESS (B.M.T.) WITH A MIN. Fy= 80.0 KSI 0.0312" MIN. THICKNESS (AFTER GALVANIZING) 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. .313 "0 .625"0 (1/16 GALVANIZED STEEL) KEYEIOLE WASHER (OPTIONAL) SCALE : HALF SIZE 375" O "U" HEADER 6 SCALE: 3" = 1' - 0" 1.625" .375" R .980" .800" I � lii[:jYi�aT �'`_I 1.3591 L� `0-" 6..0" L 090TYP. .120" SLIDE C -TRACK 10 (FINISH) SCALE : HALF SIZE .315" F' .375" m N 2" .05" O .090" SYM .700 OC -TRACK 7 SCALE : HALF SIZE .375" .215" 7OSO" 0" 865" (ZAMAC 3 ALLOY) 4 OWASHERED WINGNUT SCALE : HALF SIZE �1/4 -20 STUD x 3/4" LONG p12.0" OR 2.5" O.C. 4125" TYP. { 750"1 0 STUDDED STRAP (SLIDER) SCALE : HALF SIZE .'h in w r .665" ,•x.095 TYP. 380" x195• 75" 0 14 2" x 2" x 0.05" TUBE OF -TRACK SCALE : HALF SIZE 15 SCALE: 3" = 1' - 0" R9n" :750" 1.0. .630" O.D. - +7460" an .090" ISYM 1.700 6.-1C-TRACK (FINISH) 8 SCALE : HALF SIZE .060" 1.00" MIN.), 5.00" MAX: 12 ANGLE SCALE:3 " =1' -0" in N s0 ff380" 195" x•,275" ‘-.665" .095" TYP. .2.000" ,I, 16 E -TRACK SCALE: 3" = 1' - 0" 0 0 In N m N .063 "T 2.250" 4.06,,7" ,2000 "k ®"h" HEADER 5 SCALE: 3" = 1' - 0" L375" SLIDE C -TRACK SCALE : HALF SIZE 1/4 " -20 x 3/4" S.S. MACHINE SCREW STUD PUNCHED INTO ANGLE 12.0" OR 12.5" O.C. (STUD DIRECTION MAY 0 BE REVERSED) 0 .625" c" .125" TYP. 1, 2.00" j, -7 STUD ANGLE SCALE:3 " =1' -0" 0 .0 in N m If ft 3.375" 3.00" .090" (TYP.), f1 111 LI4375" I320" .165" I` V BU LD -OUT F -TRACK 17 SCALE : HALF SIZE Approved as complying with the Florida Bold Cod Date 0 R o Cody o2,- n 627. rT Miami Dade Product Control emirrimrm e d^ q o r 0. ¢g1.0:7, O = v M G h0 :4• v = �•- ow Art=,; • t W vi V1 J W NQ W 0. H� 0 VJ. KNEZEVICH PROFES1c rzic010983 t� t.�rff �:yy��ooTO9ea ffb UG IG 00Z 0 N lti s O z 0 a u GENERAL REVISION a 11 Q R 0 a data 06/25/2002) • scale drawn by AS NOTEO MCR design by 1 JAP rchackad by l VJK, drawing no 02 -267 sheet 1 of 6 08/30/02 12:38 li emirrimrm e d^ q o r 0. ¢g1.0:7, O = v M G h0 :4• v = �•- ow Art=,; • t W vi V1 J W NQ W 0. H� 0 VJ. KNEZEVICH PROFES1c rzic010983 t� t.�rff �:yy��ooTO9ea ffb UG IG 00Z 0 N lti s O z 0 a u GENERAL REVISION a 11 Q R 0 a data 06/25/2002) • scale drawn by AS NOTEO MCR design by 1 JAP rchackad by l VJK, drawing no 02 -267 sheet 1 of 6 08/30/02 12:38 E a M 0 0 0 CO M co 0 N c >° \CADD \Codd02 \HurstAwningCo \02- 267 \R2— prg \02- 267- 02.dwg rint Information TYPICAL SECTIONS — J W Q m < O • F' N rEi O J Occ 00 W U Q VIu Z I- cW tan > C 1- 0 LL LL LL 0 PLAN VIEW WIDTH UNLIMITED , (PERPENDICULAR TO PANEL SPAN) ® PANEL ELEVATION SCALE: 1/4" = 1' - 0" MINIMUM SHUTTER OVERLAP SHALL BE 1.5 TIMES BUILD OUT DISTANCE :.625 "O 1/4" MAX. ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. w m BUILD OUT DISTANCE /375" .3125"0 TYP. TOP AND BOTTOM 125 " FASTENER (al 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (al 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) O D BUILD -OUT MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" 1/4 -20 S.S. BOLT & WINGNUT (al 24" O.C. (TYP.) - 20 GAGE GALV. STEEL BENT PLATE OR 2"x2" x .125" ALUM. ANGLE (6063 -T6 ALLOY) EXITING WINDOW 4" MAX. OCORNER CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" 1" OVERLAP EXISTING BAY WINDOW 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063 -T6 ALLOY) 1/4 -20 S.S. BOLT & WINGNUT (al 24" O.C. (TYP. 1" OVERLAP 4" MAX: OCORNER CLOSURE DETAIL SCALE 1 -1/2" = 1' - 0" EXISTING GLAZING TYPICAL SECTIONS W Q mZ <0 N I fl- J O CC W O = J U Q Nu Z I— Qw n> WIDTH UNLIM TED _ (PERPENDICULAR TO, PANEL SPAN) NOTE: FOR DIRECT ♦ MOUNT APPLICATION ONLY. ® ROUND PANEL ELEVATION B SCALE: 1/4" = 1' - 0" FASTENER © 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (a 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) z. ` - EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYPICAL) EMBED. MA/ 1/4" MAX J,1/2" MIN. OVERLAP ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. TRAP MOUNT CLOSURE DETAIL VE SCALE: 1 -1/2" = 1' - 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. J ro w z a O 0 w w i x E -J EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE: 3" = 1' - 0" w J m I- r w J J 0 w Z a a -1/4" MAX. TYPICAL SECTIONS 4 J O I- L W Q a0 N J Z CC WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) 00 PLAN VIEW O C MITER PANEL ELEVATION SCALE: 1/4" = 1' - 0" 1/4' MAX. 00 MAX \__/4(---\_);AAA• EXISTING CONCRETE HOLLOW BLOCK W000 FRAMING. OWALL MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" Approved as complying with lb* Florida &tiding C0d pate 0 $3 o,Zo 0 2 PNOArt - 0 6 L1. 0I MI�►I Dade Product control TVJ. KNEZEVICH PROFESS ONAL E NEER R. Liam* No. . , 10983 ii %r1 e.. c 0 i6 1:.. __ 8 ONE .1002i dare 06/25/2002 IScalr drown by AS NOTED town design by JAP checked by Y lK drawunq no 02 -267 J sheet 2 of 6J OB/30/02 12:40 r TVJ. KNEZEVICH PROFESS ONAL E NEER R. Liam* No. . , 10983 ii %r1 e.. c 0 i6 1:.. __ 8 ONE .1002i dare 06/25/2002 IScalr drown by AS NOTED town design by JAP checked by Y lK drawunq no 02 -267 J sheet 2 of 6J OB/30/02 12:40 n. to 0 0 J: \CADD \Codd02 \HurstAwningCo \02 - 267 \R2— prg \02- 267- 03.dwg AVozquez 08/30/2002 0 E SEE TABLE 2 — EXISTING GLAZING ) O —1/4" MAX. :o in n x N E J EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C5 CONNECTIO WITH PIECE C1 CONNECTIO WITH PIECE 0 TYPE LEG OUT TYPE LEG IN REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/4" PLYWOOD 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) i'- -1/4 "0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW i 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW p 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 1/2 "0 THRU BOLT W/ LOCKNUT @ 6" O.C. 1/4"0 POWERS CALK -IN AND 1/4 -20 S.S. MACHINE SCREW (a 12" O.C. WITH 7/B" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW [al 20" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER 12" x 2" x 1/8" CONT. ALUM. ANGLE (6063 -T6 ALLOY) C5 CONNECTION TYPE WITH PIECE LEG OUT C1 CONNECTION TYPE WITH PIECE LEG IN REFERENCE A CHOR SCHEDULE FOR MAX SPACING MAX. 1/8" TILE FINISH MATERIAL EXISTING GLAZING EQ. #14 x 3/4" TEK SCREW / @ 16" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT © 16" O.C. (TYP. TOP & BOTTOM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE- J }5/8 MAX. EXISTING GLAZING (MAX. DESIGN LOAD ± 73 PSF) "PASS THRU" DETAIL K SCALE: 3 " =1' -0" MB. SEE TABLE 2 -- EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING J w z 4 0 O 0 I-- tn W W X to E J W J m 4 I- I w J W u N Z 4 a in Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER © 6" O.C. OR 6 -1/4" O.C. OR © 12" OR 12 -1/2" O.C. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. O N "F" TRACK/DIRECT MOUNT SECTION SCALE: 3" = 1' - 0" SEE TABLE 2 SPAN SCHEDULE - TABLE 1) 1/4" MAX. BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. '-- EXISTING GLAZING J W z 4 a 0 F- w w W X m E J \ W J CO 4 F- W J D 0 DJ u V) z 4 0 Ln EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) 1/4" MAX. (OPTIONAL) MAX. C4 CONNECTION TYPE REFERENCE ANCHOR \SCHEDULE FOR MAX. SPACING OCEILING / FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 J w Z 4 a 0 F- Ln w W Ln X (D E J w -J 0 m 4 F- I w J w u U) z 4 a tfl #14 x 3/4" TEK SCRE @ 16" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT @ 16" O.C. Cl CONNECTION TYPE REFERENCE ANCHOR `-`l SCHEDULE FOR MAX. SPACING OBUILD -OUT MOUNT SECTION SCALE: 3 " =1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) SPAN SCHEDULE - TABLE 1) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OFINISH TRACK / PRE - STUCCO TRACK SCALE: 3" = 1' - 0" 1/4" MAX. Approved as complying with the Florida : Cod'2o01. Date 0 • NOAIY O 'O •' Miami Dade Product Control Divbio By ;t9 • z - - v. �r �r Lu E-� Q � —o V � 0• rd In Q W z CZ ED 2 W V e, LW I J N W N Zz Y 0o KNEZEVICH & ASSOCIATES, INC.: N 0 0 N 0 VJ. IWEZEVICH PROFESSIONAL ENGINEER FL Ucense No• 10933 N C 0 d L. G 3 0.2002 m date 06/25/2002 LAST NOTED,(d•w" MCP design by checkd by JAP][_..— _eVJK, drawing no 02-267 sheet 3 of 67 08/30/02 12:44 E 6d a• (■l 0 0 CV 0 CO 0 0 w a 0 >° \CADD \Cadd02 \HurstAwningCo \02 - 267 \R2— prg \02- 267- 04.dwg 0 EXISTING GLAZING -- EXISTING W000 ROOF JOIST OR FRAMING MEMBERS SHALL BE PERPENDICULAR TO THE PANEL FACE TWO 1/4"0 LAGS SCREW W/ 2 -1/2" MIN. EMB. INTO WOOD MEMBER (a24" O.C. MAX. 1/4" MAX. 4" x 1/4" x CONT. 6063 -T6 ALUM. PLATE #14x 3/4" TEK SCREWS @ 12" O.C. BETWEEN TRUSSES THREE - 1/4 "0 WOOD LAG SCREW W/ 2 -1/2" MIN. EMB. INTO W000 MEMBER @ 24" 0.C. MAX. I= o: w z 0 EXISTING WOOD ROOF JOIST SHALL BE PERPENDICULAR TO THE PANEL FACE 1/2" EXISTING PLYWOOD SOFFIT AND /OR STUCCO 1/4" MAX. MAX. DESIGN LOAD = 47.9 P.S.F. OCEILING MOUNT SECTION SCALE: 3" = 1' - 0" PUNCH 3/8" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 5" LONG HANDLE RIVETED TO PANEL PM NUT (TYP.) 1 -1/2" x 1 -1/2" NOTCHES (TYP. BOTH SIDES) FLOOR OR WALL MOUNTED 2" x 2" x 1/8" CONT. STUDDED ANGLE 0 OR WALL MOUNTED SLIDE C -TRACK 09 OR I[� (SEE DETAILS J, P, W OR Z FOR BOTTOM MOUNTING CONDITIONS) DETAIL V NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. REFERENCE DETAILS J, P, R OR S FOR TOP MOUNTING CONDITIONS. MAX. PANEL HEIGHT = 8' - 8" AND MAX. DESIGN LOAD = t 72.00 P.S.F. OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N 7.5 08/30/02 12:48 EXISTING GLAZING EXISTING GLAZING — /SEE TABLE 2 ww ZJ Qm Q cc Ow ~ J 14 w0 ww N X — v x ,oZ E< -I a 0 CEILING /FLOOR MOUNT SECTION SCALE : 3" = 1' -0" EE TABLE 2 1/4 -20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) NUT WASHER ON OUTSIDE FACE (TYP) DETAIL Y J w z 0_ 0 w w x E J EMBED. 5 /B" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 1/4" MAX. w 0 w EXISTING •[1, GLAZING SEE TABLE 2 r L4 J 03 f- I w J 0 L.1.4 u I) Z a to EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP & BOTTOM) TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT TAP DRILL #7 1/4 -20 NC THREAD 1/4 -20 x 3/4" MACHINE SCREW W/ TUDDED STRAP SEE DETAIL(?). 1/16" 5/16" I.D. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) w MIN. 3/4" SLIDE TRACK ASSEMBLY(BLow UP) 0 . SCALE: HALF SIZE w u In z a Ul EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT OSLIDE TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" t7 0 z w e7 z C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE : 3" = 1' -0" Approved as complying with the B i t Date V o o Z- NOAI • — =Y EM Miami Dide nodal Control Dlvblo By 1/4 -20 x 3/4" MACHINE SCREW STUD @ 12" 0.C. OR 12.5" 0.C. 1/4 -20 HEX HEAD NUT 5/16" I.D. AND 1/2" 0.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) FINAL LOCATION/ OF STUD OSTUDED STRAP ASSEMBLY (ISOM RIC VIEW) SCALE: 3" = 1' - 0" e V.I. KNEZEVICH PROFESSIONAL ENGINEER 7 '10983 '30 U revisions 2002 da f 06/25/2002 scal• drawn by AS NOTED] MCR design by JAP checked by VJK drawing no 02 -267 sheet 4 of 6 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4° EDGE DISTANCE SPANS UP TO 5. -0" (SEE NOTE 1) SPANS UP TO B' -7" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 0 O 0 NOTE C3 35.3 16 16 16 16 16 16 16 12 11 16 16 16 9 8 16 C5 1/4 "0 x MIN. 1 -3/4" LONG LAG SCREW W/ MIN. 1 -3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICAR WOOD GRAIN TO 47.2 16 16 16 14 16 16 16 9 8 16 16 16 6.25 6 16 62.2 16 16 12 11 16 16 16 7 6.25 16 16 14 6 5 16 72.0 16 16 10 9 16 16 14 6 5 16 16 14 6 5 16 122.0 16 15 6.25 S 16 16 14 6 5 16 16 14 6 5 16 35.3 16 16 16 16 16 16 16 16 14 16 16 16 11 10 16 * ataz * t 1111MM1qM1� 4 7.2 16 16 16 16 16 16 16 12 10 16 16 16 8 7 16 1 /4 "o ELCO MALE/ FEMALE "PANELMATE" W/ 1 -7/8 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 62.2 16 16 16 13 16 16 16 9 8 16 16 14 7 6.25 16 72.0 16 16 13 11 16 16 14 8 6.25 16 16 14 7 6.25 16 122.0 16 15 8 7 16 16 14 7 6.25 16 16 14 7 6.25 16 1. ANCHOR NOTES: SPANS AND DESIGN LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMEN- DATIONS. MINIMUM EMBEDMENT LENGTHS AND EDGE DISTANCES SHALL BE AS NOTED AND SHALL NOT INCLUDE STUCCO OR OTHER WALL FINISHES. MINIMUM EMBEDMENT DEPTH FOR LAG SCREWS SHALL ONLY INCLUDE THE THREADED PORTION. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) AND WITH OPTIONAL KEYHOLE WASHER FOR DIRECT MOUNT CONDITIONS, U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 6 ", 6 -1/4", 12" OR 12 -1/2" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. Approved as complying with tilt Florida Bail Cod Date v� 0�20dZ. NOAY o Miami! Yiodnet Control E a In N In N N 0 0 N 0 CO CO 0 N v N O Print Information: J:\CADD\Cadd02\HurstAwningCo\02-267\R2—prg\02-267-05.dwg ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3° EDGE DISTANCE SPANS UP TO 5. -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO S' -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12. -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION ,C1,?C2 (SEE NOTE C3 TYPE 3) C4 C5 CONCRETE 7 h111 \11t\1H \iHN11N�tN> 1/4 "'A ITW BUILDER APCON TM N. EMBEDMENT (MIN. 3,145 P.S.I. CONCRETE) 35.3 16 16 16 16 16 16 16 13 11 16 16 16 10 8 16 16 16 16 16 16 16 16 16 14 16 16 16 12 10 16 47.2 16 16 16 14 16 16 16 10 B 16 16 12 7 6 16 16 16 16 16 16 16 16 13 10 16 16 13 9 7 16 62.2 i 16 16 13 11 16 16 14 7 .25 16 15 8 6.25 5 15 16 16 16 14 16 16 16 10 B 16 16 -710 8 6.25 16 72.0 16 16 11 9 16 15 9 .2 5 15 15 8 6.25 5 15 16 16 15 12 16 16 10 8 7 16 16 10 8 6.25 16 122.0 16 9 .25 5 16 15 8 2 5 15 15 8 6.25 5 15 16 10 8 7 16 16 10 8 6.25 16 16 10 B 6.25 16 (MIN. 35.3 16 16 16 16 16 16 16 16 12 16 16 16 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 14 11 16 47.2 16 16 16 16 16 16 16 11 9 16 16 11 8 6.25 16 16 16 16 16 16 16 16 14 11 16 16 14 10 8 16 MW 3,320 1/4~ ELCO /IS 3/4AMI MIN. EMBEDMENT P.S.I. CONCRETE) 62.2 16 16 15 12 16 16 13 9 7 16 14 8 7 6 14 16 16 16 15 16 16 16 11 8 16 16 10 9 7 16 72.0 16 16 13 10 16 14 8 7 6 14 14 B 7 6 14 16 16 16 13 16 16 10 9 7 16 16 10 9 7 16 122.0 15 9 8 6.25 15 14 8 7 6 14 14 8 7 6 14 16 11 10 7 16 16 10 9 7 16 16 10 9 7 16 *'a1t' 35.3 16 16 16 16 16 16 16 15 12 16 16 16 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 13 11 16 * --EWON 47.2 16 16 16 16 16 16 16 11 9 16 16 12 8 6.25 16 16 16 16 16 16 16 16 14 11 16 16 15 10 8 16 16.. W/ 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" 1 -3/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 62.2 -- -_ 16 16 15 12 16 16 15 8 7 7 6 16 16 16 16 15 16 16 16 10 8 16': 16 211 9 7 72.0 16 16 12 10 16 16 9 7 6 16 16 9 7 6 16 16 16 16 13 16 16 12 9 7 16 16 11 9 7 16 122.0 16 10 7 '6.25 16 16 9 7 6 16 16 9 7 6 16 16 12 9 7 16 16 11 9 7 16 16 11 9 7 16 * 1/4 "0 W/ 7/8" & 1/4 STEEL (MIN. 3,000 1 !! 1,‘'`'11'■II POWERS CALK EMBEDMENT -20 STAINLESS MACHINE SCREW P.S.I. CONCRETE) -IN 35.3 16 16 16 16 16 16 16 11 10 16 16 16 8 7 16 16 16 16 16 16 16 16 16 16 16 16 16 14 11 16 47.2 16 16 15 13 16 16 16 8 7 16 16 12 ..25 5 16 16 16 16 16 16 16 16 14 12 16 16 15 10 8 16 62.2 16 16 11 9 16 16 14 ..2 5 16 16 9 5 4 15 16 16 16 15 16 16 16 11 9 16 16, 11 9 7 16 72.0 16 16 10 8 16 16 9 5 4 16 16 9 5 4 15 16 16 16 13 16 16 11 9 7 16 16 11 9 7 16 122.0 16 9 5 5 16 16 9 5 4 15 16 9 5 4 15 16 12 10 8 16 16 11 9 7 16 16 11 9 7 16 35.3 16 16 16 16 16 16 16 16 16 16 16 16 15 12 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 16 1 /4 "wELCO -3/4" MI FLEX N. EMBEDMENT (MIN. 3,350 P.S.I. CONCRETE) 47.2 16 16 16 16 16 16 16 16 12 16 16 15 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 14 11 16 62.2 16 16 16 16 16 16 16 12 9 16 16 11 10 8 16 16 16 16 16 16 16 16 15 11 16 16 13 12 10 16 72.0 16 16 16 14 16 16 11 10 8 16 16 11 10 8 16 16 16 16 16 16 16 13 13 10 16 16 13 12 10 16 122.0 16 12 10 B 16 16 11 10 8 16 16 11 10 8 16 16 14 13 10 16 16 13 12 10 16 16 13 12 10 16 08/30/02 1 2: 52 CC W= I-� I/I -1 Net W0. I-2 OG 0 I- In V.J. KNEZEVICH [.LkenseN. ROFESSIONAL GINEER • ''10983 2.002 N C is m .. 13 MINIM date 05/2S/2002j AS NOTED scale (drawn by NCR, check•d by V JK design by JAP drawing no 02 -267 sheet S of 6 Ft. N N U) N 0 0 0 0 0 N U 0 0 0' 0 t0 0 N 0 O, a. ce N t0 N 0 U 0+ C N It L ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3" EDGE DISTANCE ' SPANS UP TO 5. -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12._0" (SEE NOTE 1) SPANS UP TO 5,-0" (SEE NOTE 1) ° SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 TYPE (SEE NOTE 3) C2 JC3 C4J CS CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION `(SEE ,Z1--t2 1 -3/4 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 CS HOLLOW CONCRETE BLOCK �1111�1p1 \l \ \111H111111�> 1/4 "0 ITW BUILDER W/ 1 MIN. EMIBEDMENDMENT 35.3 16 16 11 8 16 10 10 .25 5 10 7 7 4 3 7 16 16 14 10 16 12 12 8 6 12 8 8 5 4 8 47.2 13 13 8 6.25 13 8 8 5 3 8 5 4 3% S 15 15 10 7 15 9 9 6 4 9 5 25 4 4 4% 4/ 4/ 3 6.25 S S 5 x62.2 10 10 6.25 S 10 b 4 3 6 S j 3 % 5 ,..11711 8 6 11 6.25 S 4 3 6.25 5 3 72.0 9 9 5 4 9 5 3 3 5 S 3 5 10 10 7 5 10 5 5 3 3 4 4% 3 5 5 5 5 3 3 122.0 5 3 3 � 7, 5 5 3 / / 5 5/ 3/ 5 6 3 4 3 6 35.3 16 16 16 12 16 13 13 9 7 13 9 9 6.25 5 9 16 16 16 15 16 16 16 12 8 16 12 12 8 6.25 12 4 7 2 16 16 12 9 16 10 10 7 5 10 7 5 5 3 7 16 16 15 11 16 12 12 8 6.25 12 9 6.256.25 4 9 "( 1/4" ELCO MWXI; E' /4 AMIN.N EMBEDMENT 62.2 13 13 9 7 13 7 6 5 4 7 5.25 3 4 3 6.25 16 16 11 8 16 9 7 6.25 5 9 8 4 5 4 8 72.0 11 11 B 6 11 6.25 3 4 3 6.2 %.25 3 4 3 6.25 14 14 10 7 14 8 4 5 4 8 8 4 5 4 8 122.0 F1.25 4 4 3 6.256 25 3 4 3 ..2 56.25 3 4 3 6.25 8 5 6 4 8 8 4 5 4 8 8 4 5 4 8 111 1 1 111►.-- * W/ NT 35.3 16 16 16 13 16 16 16 9 7 16 14 146.25 5 14 16 16 16 14 16 16 16 10 8 16 15 15 7 6 15 47.2 16 16 12 9 16 15 15 7 5 15 11 7 5 4 11 16 16 14 11 16 16 16 8 6.25 16 11 8 5 4 11 1/4"0 ELCO MALE/ FEMALE "PANELMATE" 1-1/4 11, 1/4I 20 MACH NE SCREW WITH NUT �2 2 -.16 � 16 9 7 16 11 9 5 4 11 9 5 4 3 9 (1T6) _ 16 10 8 16 12 9 6 4 .12 10 5 S 4 10 72.0 16 16 7 6.25 16 10 5 4 3 10 9 5 4 3 9 16 16 9 7 16 10 6 5 4 10 10 5 5 4 10 122.0 10 6 4 3 10 9 5 4 3 9 9 5 4 3 9 10 6.25 5 4 10 10 5 5 4 10 10 5 5 4 10 * 1/4 "0 WI ia STEEL n11111t■II POWERS CALK 20 S $ A NLtE55 MACHINE SCREW -IN 35.3 16 16 12 9 16 13 13 7 5 13 9 9 5 4 9 16 16 16 14 16 16 16 11 8 16 12 12 8 6 12 47.2 16 16 9 7 16 10 10 5 4 10 7 5 3 3 7 16 16 14 11 16 12 12 8 6.2512 9 6.25 6 4 9 ■2_ 13 13 7 5 13 7 6 4 3 7 5.25 3 3 3 3 3 3 %%6.25,16. j 25 t' 6.25 14 8 (6 14 5 11 9 5 8 7 4 16 14 8 9 8 8 7 4 4 6.25 5 5 4 9 4 8 4 8 8 8 8 4 4 4 5 5 5 4 4 4 8 8 8 72.0 11 11 5.2 4 6 4 11 3 76.256.25 6.25 3 3 3/ 3 .256.25 .2 96.25 122.0 35.3 16 16 16 16 16 16 16 12 10 16 16 16 9 7 16 16 16 16 16 16 16 16 13 10 16 16 16 9 7 16 k 1/4 "0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 47.2 16 16 16 13 16 16 16 9 7 16 12 8 7 5 12 16 16 16 13 16 16 16 9 7 16 12 8 7 5 12 62.2 16 16 12 9 16 12 10 7 5 12 11 6.2 .25 4 11 16 16 13 10 16 13 10 7 5 13 11 6.256.25 5 11 72.0 16 16 11 8 16 11 .2 2 4 11 11 6.2 .25 4 11 16 16 11 8 16 11 6.256.25 5 11 - 11 6.256.25 5 11 122.0 11 6.256.25 5 11 11 2516.2 1. 11 11 6.25 ,.25 4 11 12 7 6.25 5 12 11 6.256.25 5 11 11 6.256 25 5 11 08/30/02 12:57 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. T A B L E 1 TABLE 1 NOTE: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. Approved as complying with the Florida Bu C' Date O . 0 `LOO NOAH Miami - o . 0 oi Dade Prodtut Conttd Divwapl By MAX. ALLOWABITE STORM PANEL SPAN SCHEDULE DESIGN LOAD (P.S.F.) . SPAN (FT - IN) 30.0 12 - 0 33.0 11 - 10 35.0 11 - 7 40.0 11 - 3 40.7 11 - 2 45.0 10 - 11 50.0 10 - 5 55.0 - 11 59.3 9 7 60.0 9 - 6 62.0 9 - 4 65.0 9 - 2 70.0 8 - 10 72.0 8 - 8 75.0 7 - 11 80.0 7 - 8 90.0 7 - 0 100.0 6 - 3 105.0 6 - 0 110.0 5 - 8 120.0 5 - 3 122.0 5 - 2 T A B L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE D €`tGN LOAD _LW) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP, FOR ALL -_ INS 'TALATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -5/8 12' -0" 3 -3/8 3 40.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -3/4 1V -3" 3 -3/8 3 6' -0" 2-3J_4_ _ 1 -3/8 1 50.0 '' - =$'- c -'� 2--3 /-4- 2 10' -4" 3 -3/8 2 -7/8 60.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1/8 9' -6" 3 -3/8 2 -1/2 70.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1/4 8' -10" 3 -3/8 2 -3/8 80.0 5' -0" 2 -3/4 1 -1/4 6' -0" 2 -3/4 1 -1/2 7' -8" 2 -3/4 2 JD WI Wyl I1J wW aZ N Wa cc 0 I- V.J KNEZE ICH PROFESSION INEER FL License 10983 revisions 2002 I E CHI Loa 06/25/200z scale drawn by AS NOTE] MCR design by )(checked by JAP VJK drawing no 02 -267 sheet 6 of 6 JOB N?E ADDRESS MIAMI SHORES VILLAGE AIR CONDITION REPLACEMENT A 5 tetf e rZ ,V e" 1(0 St Different location than above? EXISTING CONDITIONS 1. HOUSE MAIN ELECTRIC SIZE AMPS J/150 2. COMPRESSOR BRANCH CIRCUIT: WIRE SIZE /0 AIR HANDLER BRANCH CIRCUIT:WIRE SIZE WIRE SIZE & CIR. ERR. & CIR. BRR. SIZEN'b FUSE SIZE 50 FUSE 3. SIZE OF EXISTING COMPRESSOR DISCONNECT AMPS. TYPE: FUSE . 3CIR. SIZE OF EXISTING AIR HANDLER DISCONNECT: AMPS. TYPE: FUSE CIR. 4. IS DISCONNECT WITHIN SIGHT AND READILY AOCESSIBLE? YES 5. EXISTING UNIT TO BE REPLACED OR RELOCATED SIZE SW SIZE SW BXR.,./0!".' NO NAME PLATE INFORMATION FROM EXISTING UNIT MAKE er PACKAGE MODEL # CONDENSOR MODEL # 31 D c) 3 4' A.H.U. MODES, # 6781:0-c236 o HEAT PUMP TYPE YES NO KW HEAT STRIP SIZE ) 0 k1;66.../ CONDENSOR MINIMUM CIRCUITS AMPS / A.H.U. MINIMUM CIRCUIT AMPS 0 fly" - MAXIMUM OVERCURRENT 'PROTECTION SIZE AND TYPE: AMP SIZE 30 AMP SIZE CONDENSOR AIR HANDLER EER FUSE ___„155 HACR CIR. BKR. FUSE HACK CIR. BRA. MAKE NAME PLATE INFORMATION FROM NEW UNIT BEING INSTALLED lit /�� PACKAGE MODEL # CONDENSOR MODEL # 2 / 1 p 2-o 3 � /cYZGV i .3.17. MODEL # 11".1 4-e- 46 3 C P HEAT PUMP TYPE YES NO ✓ KW HEAT STRIP SIZE k W CONDENSOR MINIMUM CIRCUITS AMPS 2= % A.E.U. MINIMUM CIRCUIT AMPS • MAXIMUM OVERCURRENT PROTECTION SIZE AND TYPE: CONDENSOR AMP SIZE AIR HANDLER AMP SIZE EER �3- FUSE HACR CIR. SKR. FUSE HACK CIR. BRR. CERTIFICATE Z. PEST CONTROL, INC. NOTICE OF 'TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 DATE OF TREATMEN 2. / (1 I ! �j TIME OF TREATMENT: � APPLICATOR: AC___f _ BUILDER NAME: (ir ! u . CMS k- TREATMENT ADDRESS: b tj,re' 1(S 'r MAN JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP Y SPRAY # KIE:74,L COMMERCIAL ADDITION CHEMICAL: i % ge) GALLONS MONOLITHIC S/F STEMWALL SF LIF feaszi- otiiy CHEMICAL: DATE OF TREATMENT: PERIMETER TREATMENT LIF GALLONS TIME OF TREATMENT: APPLICATOR: 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954-5 14OO -749 8 FAx: 954-584-6117 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508 • NORTH MIAMI. FLORIDA, 33181 • PH. NO. (305) 891 -5049. FAX : 891 -0504 PROJECT NAME : VL, 14i 4aS L, 1 4 %Z- CONTRACT NO. : DATE OCC /O .1.7 0 S TIME • 1 1 j ` 1 S A1I\ WEATHER FAIR V CLOUDY GENERAL CONTRACTOR • REMARKS REPORT NO. : RAIN C37 ctf t2JJaj f3 y.Q79 3y sue 5 i 'tE 1 -r rLJe, CJv 12, %.% Fo -riwv c� L .s t-t-Et +cab voNrr Jen_ fk-S 1>w-1as rv..eav L.F.0 pt-Acr.‘s Act. a- 'n 1 0 ACCEPTED m00% REINSPECTION NECESSARY Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 8/18/2005 Applicant: VILLAGE Owner: DEL MAR JOB ADDRESS: 1200 ST NE Contractor SECURITY ROOFING SYSTEAMS, INC Local Phone: 954- 252 -9010 Parcel # 1122320270110 Building Permit Permit Number: BP2004 -1202 DEL MAR VILLAGE 105 Contractor's Address: 4361 PETER RD Legal Description: Page 1 of 1 Fees: FEE2004 -9932 FEE2004 -9933 FEE2004 -9934 FEE2004 -9935 FEE2004 -9936 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $450.00 $10.20 $3.40 $11.25 $21.00 $495.85 Total Fees: $495.85 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 7/26/2006 Construction Value: $17,000.00 Work: ROOFING ON A 3 STORY CONDOMINIUM BUILDING AUG 19 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 RED ENEED AUG 1 7 2905 Permit No. 2R)4— 1202- Master Permit No. g e- v 3 v/ S` Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) i/' I LA-A4-6 ® n 2 p6-v &, ,...gArPhone # Owner's Address fe 6 e. City r r i srem S Moa -6-1 xiC. f o5 State A Tenant/Lessee Name -$g93 Zip 1. 1, 3 Phone # Job Address (where the work is being done) f ao 6 jE 10S 5'70-6-6-1— City Miami Shores Villa a County Miami -Dade Zip 3 tie Is Building Historically Designated YES NO X Contractor's Company Name "),(4.----r. I, t 0:`1 g r -c n , ft , tT- 1�Phone # r'l'J , , Contractor's Address �� ��, PP'--1°P r 5 i` City p t ��-,,�- ,, °c: ,c,,,----% State c D- Zip ? _ � l r Qualifier c;-id i ci 1 c c .t 9(.21 c State Certificate or Registration No. noe c5)6,e7=s;:„(-:99 Certificate of Competency No. Architect /Engineer's Name (if applicable) pi r6,2 114- Cahree-Ar- Phone # 305- 93e -Sa-ffr$ $ Value of Work For this Permit t 1 °CO Square Footage Of Work: Type of Work: ❑Addition ['Alteration New ❑ Repair/Replace ❑Demolition Describe Work: A1C -L.i getap&F -F- 77Lk - ****************************Fees****************************** * * ** * ** ** * * * * * ** * *** * * ** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ CO /CC Total Fee Now Due $ (Continued on opposite side) Bonding company's Nasie lif applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absen oy notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner ent Contractor The fore '. strument was knowledged before me this 17 The foregoing instrument was acknowledged before merthhis day of i _? Z , by , day of !47 ,20 US, by C C> let I' l/ who is persona y known to me or who has produced who is personally known to me or who has produced NO Sign Print: My Co ' , ission Expires As identification " ,did take an oath. NOTARY PUBLIC: Sign: Print: * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 R `eo' `W *************'************************** * ** * * * ** * *** * * * * * *** * ** * * * * ** ** at identification and who did take an oath. MIHAI C. POLEAC MY COMMISSION # DD 112160 EXPIRES: Apn125, 2006 ppptP° Bonded Thru Budget Notary Services My Commission Expires: Plans Examiner Engineer Zoning Miami Shores Village Building Department Change of Contractor Permit No. Owner's Name (Fee Simple Titleholder) Vi t Le1'6 t &.. r hone # Owner's Address /ao o A /6S- Sr, City ry) ow. + SAS State FL Zip 337 38' Tenant/Lessee Name Phone # 2 or =9`S- '8'Z3 Job Address (of where the work is being done) 406 /1/4,3& / 3 ,,$'s s— City r'Y1,s-w -1 Shea& County rvv Mvvo mbe Legal Description AAIC0 S tke; a �-- .(3 Zip 3.3i3� Contractor's Company Name eekA �f i ; il-e Phone # 1'` S LA) 696 �; '`l(° 1 e Contractor's Address �3i, ? (� 9�1 City 9 ‘�y4* „� "16 --,� State I Zip " d Qualifier G c —r i�� I ( 1 Describe Work: lam' , ¢ 774, ovi4.!$4t I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature Signatur Owner or Agent The foregoing ' : ' us ent was acknowledged before me this this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Contracto The foregoing instrument was acknowl- . ged before me day of r 14106 3 by 61.4titg who is personally own to me or who has produced 1, as identification and who did take an oath. t. 4trao !pi' ,,, „Q„ NOTARY P Sign: Print: MIHAIC.POLEAC MY COMMISSION # DD 112160 EXPIRES:025,2006 Bonded Thru Budget Natary Service,' My Commission expires: *********************** *** *** * * **r * ** * *,* * **** ** **** *> ter************************** * * * **,***r * * * * ** ** *** ** * * * * * *** Rev. 09/19/03) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/23/2006 Inspector: LevraCk, James Owner: Del Mar, Village Job Address: 1200 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: SECURITY ROOFING SYSTEMS, INC Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: <NONE> Phone Number Parcel Number 1122320270110 Lot: Phone: 954- 252 -9010 Building Department Comments Friday, January 20, 2006 Page 1 of 2 Passed pJ Inspector Comments P�"" c 40a • Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, January 20, 2006 Page 1 of 2 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date \kiA Type Insp' n \\I\ CdA \ \mob Permit No. IST Ito4 Name VU 'S QX 1k“ Address (W) a W5 5T Company SQ.UZ ■P-RUpi Phone # (V t( Inspection Date Approved Correction Re- Insp'n Fee ❑ ENGINEERING & TESTING, INC. Phone: (954) 781 -6889 • (561) 998 -7002 (772) 785 -8667 • Fax: (954) 784 -8550 250 S.W. 13th Avenue Pompano Beach, FL 33069 January 20, 2006 Job Order No.: 06 -403MI Security Roofing Systems 4361 Peters Road Plantation, Florida 33317 RE: TAS -106 TILE UPLIFT TESTS Proposed Roof Village Del Mar 1200 N.E. 105th Street Miami, Florida Dear Sir or Madam: In accordance with your authorization, Florida Engineering & Testing Inc , has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on January 18, 2006, at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Concrete S Tile Set. The pitch of the subject roof is 4/12. Our field engineer visited the site and conducted 10 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using a Humboldt scale model H -4620. The following is a summary of results: Field Test Results Member National Association of Women In Construction (N.A.W.I.C.) WBE Test Number Test Location Field Uplift Pull Test Test Result 1 - 6 Corner See Attached Diagram > 40 pounds Passed 7 - 8 Perimeter See Attached Diagr. > 40 pounds Passed 9 - 10 Field See Attached Di. ii., : ■ > 40 pounds Passed Member National Association of Women In Construction (N.A.W.I.C.) WBE Page 2 1/20/06 Security Roofing Systems: All test results were found to be in compliance with TAS -106 and the Florida Building Code. ,The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Allen Witt, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 39681 TAS -106 TILE UPLIFT TEST RESULTS Client: Security Roofing Systems Date: 1/18/06 Project: Proposed Roof Address: 1200 N.E. 105th Street Miami, Florida Tile Description: Concrete "S" Shaped Tile Set Test Number Test Type Test Location Field Uplift Pull Test 1 Corner See Attached Diagram Greater Than 40 lbs 2 Corner See Attached Diagram Greater Than 40 lbs 3 Corner See Attached Diagram Greater Than 40 lbs 4 Corner See Attached Diagram Greater Than 40 lbs 5 Corner See Attached Diagram Greater Than 40 lbs 6 Corner See Attached Diagram Greater Than 40 lbs 7 Perimeter See Attached Diagram Greater Than 40 lbs 8 Perimeter See Attached Diagram Greater Than 40 lbs 9 Field See Attached Diagram Greater Than 40 lbs 10 Field See Attached Diagram Greater Than 40 lbs Existing Roof +9 +7 10 +6 8 5 $ + a =0.1 W =0.1 x 7= 0.7' a= 0.4H =0.4 x 60= 24' Perimeter Dimensions= 1.0' 55' 55' 7' Field Sketch Not to Scale 1200 N.E. 105th St. Miami, Florida Security Roofing Systems E=-lost += 7:77- _NE Copyright ®1988 -2006 Microsoft Corp. and/or its suppliers. M rights reserved. httpJ/warw.microsoft.com/streets/ 0 mi 0.2 0.4 0 2004 NAVTEQ. All rights reserved. This data includes information taken with permission from Canadian authorities 0 Her Majesty the Queen in Right of Canada. 0 Copyright 2004 by TeleAtias North America, Inc. All rights reserved. 0.6 0.8 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Section A (General Information) Process No. Contractor's Nat'l-0 00 +9 Job Address /6.53— /ide 6 , //5 , / /2 Low Slope ❑ . Asphaltic Shingles ROOF CATEGORY mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes r f hh criptive BUR -RAS 150 d14441 rapt Air14414E New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) v o cg o 0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Monti dimensions of elevated . ressure z es and location of Tara • ets. ■ N N ■■■ ■r■■0a■■■■■ ■c!■■ [Axa� ■ rpm= ■ �� M■■ ■Mr■■■■■■■■■■4iiraN 0100000000011000000111.191 titil t■ �. 1■ ■rii ■ iM ■ ■00000■■ 11 ■ ■r ■01■41 0000■ ■■0 0000■ ■■ ■,000000 ■1■ ■■i:■i■ ■00101 t 1 ■ ■■ :1■ 0:1 I {s w.-. � . _ _.. ■ 5 ■ ■mummiP,/001 0000 ■ ■ mi 0000 ■■■ p■■ ■ ■ ■ ■IMMOOr ■ ■ ■ykdi ■ ■■r ■EM ■I ■ ■ ■ ■■ ■ ■■■■ ■■ 4 ■� a■■a ■ 0■ ■ ■ ■■■ 0 ■■■■ m ■ pI ■ ■00000000. ■u ■ ■■ ■ 00100000000 ■■■� ii ii ■ IImn .u■ ■ 0000 ■lIr■limisiP0■ ■ ai 11 Mia ■■■ IM■■rri iiiiiiiiiiirill 0000■ ■i ■ ■■■ 6 { ; 1� _p.. 1 ..1. .... _. III.... • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof Systeml Fill in Specific Roof Assembly Components and Identify Manufacturer Of a component is not . idenUya_s'NA") System �� I NOA No.: — (5 0/. C)? Design Wind Pressures, From RAS 128 or Calculations: Pmax1; f Pmux2 -575-3 Pmax / G/ Max. Design ►m Prase, dilecific NOA SYste • Deck G /C/f7 -4436/G,rii' GaugaRhidmess; slope; ) M u 12 Fastener Spacing forAnchorBase Sheet Attachment Reid . ;oc a Lap, # Rows ©Z' oc P e r i m e t e r . 6 . 0 0 , Lap, # Rowal @ G • 00 ComerL'oc © Lap, #Roan ! ( L "oc Number of Fasteners Per Insulation Board Field Perimeter _,Corner Illustrate Components Noted and TYPE Gaixt'E Details as Applicable: Woodbloddng, Gutter, Edge Termination. Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate; Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. '7-e-e2 sg4,a. AO? A , Siva.° S to p tp Top � �� . Layer • aM Top Insulation Size and Thickness; 0 -LR 'TL 11 /*.4 Insulation Fastener/Bonding Mateilak r Base Sheet(s) & No. of Ply(sPS Base Sheet Fastener/Bonding Materiak f , 9s-6 irlye a� FT. Parapet Helpht FT.. Ply Sheet(s).& No. of Ply(s); .. e Ply Sheet Fastener/Bonding Maieriak atii • Top 134, A /`149b / 70 TohhccF= oni 7-ypppK B — r is A-LT AS 7,1 Surfacing... ftt Mean Roof Height Florida Building Code Edition 2002 High Velocity Hunicane Zone Uniform Permit Application Form. Section D (Steep. Sloped Roof System) Roof System Manufacturer/ 7441045041 P-CDP 7766 j)(j/ Vio' Notice.ofAcceptance Number: 0A09'1.6. 1/ ' Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: 6 -3 / P2: z `)? P3: 7°7 `)/ Maximum Design Pressure • (From the NOA Specific System):, Method of tile attachment: " D Po ),r/ /E A14-1 Roof Slope: :12 Steep Sloped Roof System Description Deck Type: Underiayment: nsulation: AV672-ff , 7e2 . 6-e,1 Ire Barrier: Ridge yen latl ? F 1 • ,A? astener Type & Spacing: dhesive Type Mean Roof Height y 1)Xf 415 viva 6 op Cihe3 vA.G pe Cap Sheet: Ore. A177-7' oof Covering: Type & Size Drip dge: 3 1 owe, nevil un q -oc Wit 16Lv Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from Mi. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. qr. Method 1 "Mom nt Based T e Calculations Per RAS 127" fir.. (p3:1071— P3• £M%. Lm 27.+lt )— Mg:(o� RI: )- Mg:' =Zit • J NOA Mr (P3: GI C. f z 7� © �=2? • ir)- mg: • ,C 1 = 0 79' NOA Mr--�'�fY .r NOA Mri_r Method 2 "Simplified Tile Calculation Tv/Table Below" Required Moment of Resistance (Mr) Front Table Below 3 ' I NOA Mr y 'Sr" r Mr Required Moment Resistance* Mean Roof Height — Roof Slope 15' 20' 25' 30' '1111111 -111111aii- «, L 31.8 29.4 *Must be used in conjunction with a list of moment based tale systems endorsed by the Broward County Board of Rolm and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for P. If the F values are greater than or equal to the F, values, for each area of the'roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi: zI: z w: ) —W: cos 0: = Fr,: NOAF (P3: i1: ,_ ,z w:_) —W: cos 0: = F : NOAF' (P3: zl: z w:= ) —W: z cos 9: = Fry NOAF Description Symbol re to Obtain Information P Where to find 13eeignpnessue P1 or P2 or P3 RAS 127 Table 1 why anenglnocring analysis pt, ed by PE bend onASCII 7 width All calculations must be submitted to the Building ob' Job jfitt NOA A NOA :�sr "Mo., NOA NOA • attbetime of perogt991katiam MlAM IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SOtn 1603 MIANII, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product. Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or marprial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid ®. Modified Bitumen Roof System for LWC Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA ##02- 0605.04 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA Na 034)501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 1 of 32 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Roofing APP /SBS Modified Bitumen Lightweight Insulating Concrete -1123 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Rmulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Mat rixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 Ultima1m Base Sheet GAFGLAS Flex PlyTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® Flashing Dimensions 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" meter) Wide 39.37" (1 meter) Wide various Test Specification ASTM D 41 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 . Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated glass fiber mat flashing sheet available in three sizes. No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 2 of 32 Product GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - WeldTM Smooth RUBEROID® SBS Heat - WeldTM Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat- Weld TM PLUS RUBEROID® SBS Heat- Weld PLUS FR Dim ensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide Test Specification ASTM D3672 ASTM D 4897 ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D-6164 1 meter (39.37") ASTM D-6164 wide 1 meter (39.37") ASTM D-6164 wide 1 meter (39.37") ASTM D-6164 wide RUBEROID Modified Base 39.37" (1 meter) Sheet Wide RUBEROID® SBS Heat- Weld TM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth ASTM D4601, Type II, UL Type G2 BUR 1 meter (39.37") ASTM D-6164 wide 39.37" (1 meter) Wide 1 meter (39.37") wide RUBEROID MOP PLUS 39.37" (1 meter) Wide RUBEROID -MOP 170FR 39.37" (1 meter) Wide RUBEROID MOP FR 39.37" (1 meter) Wide ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 Product Description Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coaling with factory perforations. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules . embedded in asphaltic coating. Non Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated . with polymer modified asphalt and surfaced with mineral granules. Non-woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 3 of 32 Product RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P TopCoat® Surface Seal SB (Matrix 602 SB Coating) Dimensions 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide 39.3T' (1 meter) Wide 5 gallons 5 gallons 100 lb. cartons, bulk 60 lb. kegs 5 gallons Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types I, II, III and IV Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built- up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 4 of 32 Product GAF WeatherCote® MB-1-(Matrix 715 MB Coating) TopCoat 114334-(Matrix 715 MB Coating) WeatherCoteTM (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201.System Pro SBS Flashing (RuberoideMB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non- Fibered RUBEROID® Modified Bitumen Adhesive Dimensions 5 gallons APPROVED INSULATIONS: Product Name 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons GAFTEMP Isotherm R, RA, RN & EnergyGuard RA GAFTEMP® Composite, Composite RA & RN (BMCA)GAFTEMP® Fiberboard GAFT EMP® Permalite GAFTEMP GAFCANTTM Test Specification Surface mineral ASTM D3019 ASTM D3019 Surface mineral Surface mineral Product Description coating for smooth surfaced roofs. coating for smooth surfaced roofs. coating for smooth surfaced roofs. surfaced and surfaced and surfaced and Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEES Asphalt Adhesive Cold Applied Modified SEES Asphalt Adhesive — Flashing Grade. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type I ASTM D 3019 Type Ill Non-fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive TABLE 2 Product Description Manufacturer (With Current NOA) GAF Materials Corp. Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. NOA No: 03- 050L03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 5 of 32 APPROVED INSULATIONS: TABLE 2 Product Name Product Description GAFTEMP Permalite Recover Board Perlite recover board GAFTEMP GAFEDGETM Tapered Tapered perlite board Edge Strip (BMCA) GAFIE P® High Density High density wood fiberboard insulation. Fiberboard BMCA EnergyGuard, RA Polyisocynurate foam insulation BMCA Composite EnergyGuard, RA Polyisocynurate /wood fiberboard or perlite composite PYROX ACFoam I, II ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ENRGY -2, Plus, UltraGard Gold, PSI-25 FiberGlass Roof Insulation ISORoc Structodek Paroc Base Board Paroc Cap Board Multi -Max, FA APPROVED FASTENERS: Fastener Number Product Name Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mtneral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Rockwool insulation Polyisocyanurate foam insulation TABLE 3 Product Description Manufacturer nth Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G-P Gypsum Corp. Johns Manville Johns Manville. Johns Manville Masonite. Partek, Inc. Rmax, Inc. Manufacturer Dimensions (With Current NOA) NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 6 of 32 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. Product Name GAFnm® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill-Tec (D) ASAP GAFTITE® (Drill -Tec ®) CR Base Sheet Fastener and Plate Galvalume Plates (Drill- Tec® Metal) Polypropylene Plates (Drill -Tec® Plastic) NTB Fasteners 7. FM -30, FM-60, FM -90 Fasteners and Twin -Loc 8. Olympic CR Base Sheet Fastener and Plate EVIDENCE.SUBMI I TED: Test Agency/Identifier Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Independent Roof Testing & Consulting of South Florida Exterior Research & Design, LLC Underwriters Laboratories, Inc. TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre- assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Base ply fastening systems for lightweight concrete decks. Base sheet fastening assembly. Name . Current Insulation Attachment Requirements FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 PA 114, Appendix "J" PA 114 Fire Resistance Classification UL790 -PA 114 Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 1" GAF Materials Corp. 3" and 31" GAF Materials Corp. GAF Materials Corp. ES Products, Inc. Olympic Manufacturing Group, Inc. Report FMRC 1996 J.I.ODOA8.AM J.L 2B8A4.AM J.L 3005640 J.L 3006845 J.L 3005175 J.L 3005177 LL 3007500 J.I. 3008178 IRT Reference No.00001, No.00002 #4483.04.97 -1 R1306, O0NK07638 Date 01.01.96 07.09.97 07.02.97 11.09.00 10.17.00 05.23.00 05.19.00 06.15.00 12.27.00 03.30.00 06-06 -97 07.17.00 NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 7 of 32 Test Agency/Identifier Name Report Date Exterior Research & Design, LLC 4674.11.01 -1 TAS 114 11.21.01 NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23103 Page 8 of 32 Membrane Type: Deck Type: Deck- Description: System Type E(1): SBS — Hot Asphalt Applied or Cold Applied Matrix Adhesive Lightweight Concrete, Non - insulated (See System Limitation) Cellular or aggregate lightweight concrete Base sheet mechanically attached. All General and System Limitations shall apply. Base Sheet: Fastening Options: Ply Sheet Membrane: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS #80 Ultimamf Base Sheet, GAFGLAS Stratavent® RliminarorT'm Nailable or RUBEROID 20 mechanically fastened as described below. GAFTTTE (Drill Tec) assembled (:1D base ply fasteners, FM -90 fasteners, FM-60 fasteners with FM -30 disks or Olympic CR Base Felt Fasteners at a fastener spacing of 9" o.c. at the 2" wide sidelaps and 9" o.c. in two equally spaced rows in the field of the base sheet. (Maximum Design Pressure - 45psf, See General Limitation #7) GAFgTTE (Drill -Tec) assembled CID base ply fasteners, FM -90 fasteners, FM-60 fasteners with FM -30 disks or Olympic CR Base Felt Fasteners at a fastener spacing of 12" o.c. at the 2" wide sidelaps and 9" o.c. in three equally spaced rows in the field of the base sheet. (Maximum Design Pressure - 45psf, See General Limitation #7) ES Products Twin Loc -Nail at a fastener spacing of 9" o.c. at the 4" wide sidelaps and 9" o.c. in two equally spaced rows in the field of the base sheet (Maximum Design Pressure -60, See General limitation #7) GAF ITE (Drill Tee) assembled CID base ply fasteners, FM -90 fasteners, FM-60 fasteners with FM -30 disks or Olympic CR Base Felt Fasteners at a.fastener spacing of 7.5" o.c. at the 3" wide sidelaps and 7.5" o.c. in two equally spaced rows in the field of the base sheet. (Maximum Design Pressure - 75psf, See General Limitation #7) (Optional) one or more plies of Ruberoid 20, GAFGLAS ® PLY 4 ®, GAFGLAS FlexPly 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. or Matrix 101 Pro SBS Adhesive or Matrix 102 Select SBS Adhesive at 1 to 2 galJsq. One or more plies of Ruberoid MOP Smooth, Ruberoid® Mop 170 FR, Ruberoido Mop Granule, Ruberoid 20, Ruberoid® Mop Plus Granule, - Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid+? Mop FR or ( Ruberoid Ultra.CladTM SBS adhered in hot asphalt only) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or with Matrix 101 Pro SBS Adhesive or Matrix 102 Select SBS Adhesive at 1 to 2 gal./sq. NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 21 of 32 Surfacing: (Optional, required if Ruberoid MOP Smooth or Ruberoid 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 IbJsq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25lb. /sq. ± 15 %. 3. GAF Weathercote® MB+ (Matrix 715 MB Coating), Applied at 1 to 1.5 gal./sq. 4. Top Coat® Surface Seal SB (Matrix 602 SB Coating), Applied at 1 to 1.5 galJsq. Maximum Design Pressure: See Fastening Options Above NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 22 of 32 LIGHTWEIGHT INSULATING CONCRETE SYSTEM LIlVIITATIONS 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c. 3. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be a minimum of 250 psi. NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 31 of 32 _GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq., or mechanically attached using the fastening pattern of the top layer 3.. All standard panel sizes are acceptable for • mechanical attachment, When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a. revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall nrilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 32 of 32 2003 ROOFING MATERIALS AND SYSTEMS DIRECTORY 190 ROOF COVERING MATERIALS (TEVT) Roofing Systems: (TGFU)7Continued Insulation: One or more layers perlite, glass fiber, isocyanurate ure- thane, perlite / isocyanurate- composite, perlite /urethane composite, phe- nolic, 1-1/2 in. min thickness (offset from plywood joints 6 in.). - Base Sheet One or more-layers Type G2 or G31 :. :: Ply Sheet (Optional): One or more layers Type Gl. - Membrane: ='One ormore layers "Ruberoid Torch" (Smooth.or Granule); "Ruberoid Torch Granule Plus ", "Ruberoid. Mop ". (Smooth or Granule) or "Ruberoid Mop Plus Granule ". . Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck NC Incline: 1/2 • . - Base Sheet (Optional): On. ne or more layers Type Gi, G2 or G3. Membrane:: One or more layers "Ruberoid Torch ":(Smooth or Granule), "Ruberoid _Torch Granule Plus ". Surfacing (Optional): Karnak No..97" or 16.9" at 173 :gal /sq or Grundy Ind. "20 F Emulsion at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation One or more.layers perlite,. glass fiber, 3/4, innun,isocya- nurate; `urethane, perlite/isocyanurate composite, perlite /urethane com- posite, 14/2 in: min; ' Base Sheet (Optional): One or more layers Type Gl, G2 or G3: Membrane: ' One of layers 'Ruberoid Torch"-(Smooth or Granule), "Ruberoid Torch Granule` Phis" , 'Ruberoid Mop " - (Smooth or Granule) or "Ruberoid Mop Plus Granule ". - Surfacing: Gravel Deck: 0457-32' Incline 1/2 Insulation (Optional): One or more layers perlite; wood' finer, glass fiber, isocyanurate, Urethane perlite /isocyanivate composite, perlite/ urethane composite, wood fiber /isocyanurate composite.: Base Sheet Two or More layers Type G2 or G3. -_ Ply Sheet (Optional):- One or more layers Type G1. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), - : "mJ oid Torch Granule-Phis'', 'Ruberoid mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". ' Surfacing: Karnak No. -97, 14/2 - 3 gal/sq =or gravel. 8. Deck NC Incline '1/2 ' Insulation One or more layers perlite, glass fiber, 3/4 in. mitt, isocya, 'nurate, urethane, perlite / isocyanurate composite,•perlite /urethane com- posite, 1 -1/2 in. min . Base Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers 'Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", 'Ruberoid Mop " (Smooth or :Granule) or "Ruberoid Mop Plus Granule ". ' Surfacing: 'Grundy "AL MB Aluminum Roof Coating at 1 -2 gal /sq. 9. Deck C -15/32 Incline: '1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in- : isocyanurate, urethane- perlite/iso'cyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. ' Base Sheet One or more layers Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet • One or more layers Type Cl "GAFGLAS Ply.4",:hot mopped in place Membrane: 'Ruberoid Mop 170 FR Surfacing (Optional): "GAF Fibered Aluminum Coating: at.1 -1/2 gal/sq or "GAF Weather Coatlmulsion" at 3 gal /sq. 10. Deleted 11. Deleted .. 12. Deleted 13_ Deleted 14. Deleted Deck C -15/32 Incline: 1/2 V Insulation. (Optional): Perlite, fiber glass, isocyanurate; urethane or perlite / isocyanurate composite. . • :.Base Sheet One or more layers Type G2 or. G3 -base Sheet hot mopped or mechanically fastened. _ Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. - - Membrane: "Ruberoid Mop 170 FR ".. • 16. Deck C -15/32 Incline: 1/2 Insulation (Optional): Perlite, finer glass, isocyanurate,: urethane or perlite / isocyanurate composite, offset 6 in from joints.. Base Sheet One or more layers -Type G2. or G-3 base sheet, hot mopped or mechanically fastened. • - Ply Sheet (Optional): One. or: more layers Type. G1; hot mopped in place, : . ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Membrane: One layer 'Ruberoid Torch Smooth. or `Ruberoid Mop Smooth". - Membrane: One layer "RnhProid Mop 170 FR". ' Deck: NC Incline: 1 Insulation.- (Optional):. Perlite, fiber glass, wood fiber, isocyanurate urethane or perlite/isocyanurate composite. • ;�;. Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped oY-mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: Oite:layer 'Ruberoid Mop 170 FR" 18. Deck NC • - Incline: 1/2 : Insulation (Optionali: Perlite, fiber glass,::wood "fiber, isocyanurate, urethane or perlite / isocyanurate composite. Base Sheet(Optional): One or More layers Type G2 or G-3 base sheet, hot mopped or mechanically fastened. , Ply Sheet (Optional): One or more layers Type Gi; hot mopped in place. - Membrane: � One layer 'Ruberoid Torch Smooth" (smooth), 'Ruberoid Mop Smooth ";:. Membrane: One.layer "Ruberoid Mop 170 FR" (granule). Deck NC ,Incline 1/2. , :Insulation (Optional): One or :more layers perlite,; glass .fiber, isocya- nurate, urethane or perlite/isocyanurate composite, any thickness. Base Sheet One or more plies Type G1 or G2, hot mopped: or-adhered with Karnak Chemical "No. 81" or Gibson- Homan '_ "No ' 6160" cold applied adhesive at1-1/2- gal/sq. ... • Membrane: One-layer 'Ruberoid Mop 170 FR ",hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No: 6160" cold -applied-adhesive'at 1 -1/2 gal /sq. Deleted - . 21. Deck: C -15/32 Incline: 1/2. 1' Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastene Base Sheet O d. ne or more plies Type G2 "GAFGLAS #75" base sheets, hot mopped or mechacally fastened. • . Membrane One or . more plies "Ruberoidl 30 FR ",hot mopped' in place. 22. Deck: C -15/32 Incline;4 Insulation (Optional): Polyisocyanurate, wood fiber; perlite, .or fiber any thickness,. hot mopped or mechanically fastened.. - Base Sheet One or more plies Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. ' - : Ply Sheet One or more plies "Ruberoid 20 ", hot mopped in place. Membrane: One or more plies 'Ruberoid 30 PR "; loot inopped in place. • 23. Deck•C -15/32 Incline: 1/2 Insulation (Optional):. Fiber glass or perlite; mechanically fastened. Base Sheet One or more layers Type G2, hot mopped or mechanically fastened. Ply Sheet Two or more layers Type Cl, hot mopped or mechanically fastened. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap' Sheet 601", hot mopped in place. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No 97 Asbestos Free.Aluminum Roof Coating" at 1 t 2 gal /sq. 24. Deck: NC Incline: 1/4. Insulation .(Optional)s Polyisocyanurate, perlite, glass fiber or wood fiber, 2 in max Base Sheet Type 15 asphalt organic felt or Type: G2,- mechanically fastened or adhered with hot roofing asphalt. Membrane: 'Ruberoid Torch Granule 1" (modified bitumen): Surfacing: Karnak Chemical "Karnak No. 97 Filtrated Aluminum Asphalt Roof Coating" or "Karnak No: 97 Asbestos Free Altnnifium Roof Coating" at 1 to 2 gal /sq. ' 25. Deck C -15/32 Incline: 1/4 " Insulation:.. Two: layers glass fiber (staggered' joints),' 1 in each. Base Sheet Type G2, mechanically fastened or adhered' with hot roofing asphalt Membrane: 'Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Alumin Asphalt Roof Coating" at 1 to 2 gal /sq. • 26. Deck NC Incline: 1/4 - Membrane: "Ruberoid Torch Granule 1 ". (modified bitum, LOOK- OOK: FOR THE UL MARK ON PRODUCT 4 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code DESCRIPTION: Palema Double Roll and Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERiMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02 -0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tile Concrete 1. SCOPE This renews a roofing system using Hanson `Palema Double Roll and HaciendalRoof Tile, as manufactured Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Palema Double Roll Tile Hanson "Hacienda" Trim Pieces Dimensions Length: 161A" Width: 13" 'A" thick Length: 17%4" Width: 13" /2" thick Length: varies Width: varies Varying thickness Test Specifications TAS 112 TAS 112 TAS 112 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Wood Battens Tile Nails Dimensions Vertical Min. 1 "x 4" Horizontal Min. 1"x 4" for use with vertical battens or Min. 1"x 2" for use alone Min. 10dx 3" Test Specifications Product Description Manufacturer Wood Preservers Salt pressure treated Generic Institute LP — 2 or decay resistant (With current NOA) lumber battens TAS 114 Appendix E Corrosion resistant screw or smooth Generic shank nails (With current NOA) NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 Product Tile Screws Hurricane Clip & Fasteners Dimensions #8x 2 Y2" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. %2 "width Min. 0.060" thick Clip Fasteners Min. 8d x 1 Y4" 3. LIMITATIONS Test Specifications TAS 114 Appendix E TAS 114 Appendix E Product Description Manufacturer Corrosion resistant, coated, square drive, Generic galvanized, coarse (With current NOA) thread wood screws Corrosion resistant clips with corrosion Generic resistant nails. (With current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson 'Palema Double Roll and Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multipliers - X (ft3) Tile X (ft3) . (ft3) Profile Batten Application Direct Deck Application Hanson Palema. Double Roll and 0.267 0.289 Hacienda Tile NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 Table 2: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" or greater Hanson Palema Double Roll and Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 y 6.69 5.70 6.55 5.56 6.39 5.41 6.22 Table 3: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Palema Double Roll and Hacienda Tile • 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 - 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 Installation with a 4"-tile headlap and fasteners are located a min. of 2W from head of tile. NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment Mf (ft-lbf) For Two Patty Adhesive Set Systems • Tile Application Tile Profile Hanson Palema Double Roll and Hacienda Tile 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileSond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average Weight per patty 8 grams. Adhesive Minimum Attachment Resistance 26.1' 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02- 0916.11 Expiration Date: 12 /16/07 Approval Date: 12/19/02 Page 5 of 6 Table 4A: Attachment Resistance Expressed as a Moment - M, (ft-lbf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Polyfoam PolyProm' 86.614 Polyfoam PolyProM 45.5 4 Large paddy placement of 54grams of PolyProM. 5 Medium paddy placement of 24grams of PolyProN. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02- 0916.11 Expiration Date: 12 /16/07 Approval Date: 12/19/02 Page 5 of 6 Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Mortar Set Systems Tile • Profile Tile Application Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02- 0916.11 Expiration Date: 12 /16/07 Approval Date: 12/19/02 Page 5 of 6 PROFILE DRAWINGS HANSON PALEMA DOUBLE ROLL ROOF TILE FASTENER HOLES OVERLOOK UNDERLOCK HANSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES OVERLOCK UNDERLOCK END OF THIS ACCEPTANCE NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 Rx Date/Time SEP- 28- 2004(TUE) 11:09 89/28/2004 10:06 3058058488 954 :,7rt 3,04 t'► I i < 9t3 5i . i 4 • lZ•'t.'n:'J.....TtE —I4'S' f °�, -, Mt•AMi•O' ADE 3058058488 P.001 M ROMERO ROOFING PAGE 01 rOLYFOA't PROttittt ;TS, INC. ri2t�T�UCT CON Tl L NOTICE or ACCEIT ,NC;IG Polyfoain Products, inc. 24O() Spring- Stucbner Road Spring ,TX 773834132 MIAMI -OADE COUNTY. FL©tirpA. METRO-DAM': FLAGLER butLOtNO nt)ILotr.c CODE, COMPLIANCE OFFICt ti,tt:TRO- r7Aot; rt.AOLr;R t'wn.r)tNG i•s:r u *t;cT r i,AGLLIt srrtrxr. St/r'rt uni N•IIA14.M1. FLORIDA 33t30..1S4i t3ai) 373 -2`Ini r AN (3C5) CONTRA C7l'O14 1.1 C 1".N r'i (N t30:43115-20.7 rt,tx tans) )7S :33N c'UN rr:.iG rOti t :Nr7JtioE.Nietkrt 11tV1SION (M))75-1940 FAX t.303I 375-2-tats raotiuC -1 COi'a'rtC1t•, otY15ION 00513)3.2'M t'AX (JOS) 373- 633') Your :application for Notice of Acceptance (NOA) of: •I -w'rr Component 1'oiyurcthcnc Foam Adhesive :t�sd r Chapter S of the Code of Miami -Dade County governing the use of Alternate Mat'ritt(5 and Types bt' Construction. and completely described hereio, has been reeon; mended for acecpta.nce by the Mi;1n1i -Dude Coot-17,y Bt.:tiding Code Compliance Office (BCCO) under the conditions specified herein his NOA shall not be valid after the expiration date stared below BCCO reserves the right to secure this pro;(tict or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved mariner. BCCO may revoke, modify. or suspend the use: of such product or material immediately. BCCO reserves the righ: to revoke this approval, if it is determined by BCCO that this product or material fails 'to meet the requirements of the South Florida lidding Cede, 'l'Itc expense of such testing will be incurred by the manufacturer. ' ACCEPTANCI'. NO.: 014S2t.02 ExPirtES: 05/M120OG R::I Rodriguez Calk( rentfuct Cr'al'tai Div,sto�t /27/7/4---0 THIS IS THE COVF.RSNEFT SEE; ADDITIONAL PAGES FOR SPECIFIC AND GENER.tt. CONDITIONS BUILDING CODE Sc PRODUCT RF,VIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building tbdti and Product Review Committee to be used in •Miami -Dade County, Florida under the conditions Set Roth above, .iPPROvED: Ot'r/1 t rrluiciseo J Qttt,t :ann, R. \, Dtreetor Miami-On& County nodding Code Compliance Office Rx Rte /Time SEP- 28- 2004(TUE) 11:09 09/'28/2004 10:06 3058058488 1::' 10/02 TUE 14:57 FAA, 954 578 1042 3058058488 M ROMERO ROOFING POLYFOAM FRODI,'CTS , I NC . Products. Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMrit,y APPROVAL . c:t tera rY: Roofing Snti- C^atci orr Roof Tile Adhesive Materials: Polyurethane Approval Daly: June 14 2001 Expiration Date: Min, 16, 2006 P.002 PAGE 02 2002 ' L SCOPE This approves PolyproQ A11160 as manufactured by Poiyfuurn Products, inc. as described in Section 2 ol'this Notice of Acceptance, For the locations where the design pressure requirements, as determined by applicable building code. does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, tow, and high profile roof tiles system using Polyproit API 160. Where the attachment calculations are done as a moment based system • for singly: patty placement, and as an uplift based system for double putty systems 2. PRODUCT DESCRIPTION Manufactured by , Test Product Applicant Dimensions Snecificatioehs poseri,Ptioa Polypro0 AI.1160 N/A • PA 101 Two component polyurethane l'oarnpro® RV! 000 N/A l)i•pcnsing E'quipmen ProPnck® 30 & 100 N/A Dispensing Egtiipmaot 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepts:d•i/mofTils: Numbly having a current NOA which list uplift resistance values with the use or Polypro A11160 roof ti . Rx Date /Time SEP- 28- 2si4(TUE) 11:09 09/28/2004 10:06 3058058488 i2/FO /02 TUE 14:55 FAX 954 578 1o42 3058058488 M ROMERO ROOFING POLYF'raA)i P ODUCTS, INC. P. 003 PAGE 03 Q40U3 Polyfoam Products,. inc. ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed aibovc are presented us typical average values as determined by accepted ASTIVI test methods and arc subject to normal manufacturing variation. E ' 3. LIMITATIONS 3.1 Fire classification is not part ofihis acceptance. Refer to the Prepared Roof Tilt: Assembly for lire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Rooting Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AI -1160 roof tile adhesive with their tile assemblies shall rest in accordance with PA 101 and with section 10 4 as modified) herein. 1-w F.2? MS INSTALLATION 4.1 Polypro® A1-1160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Poiyproe AH160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The root tile assembly's adhesive attachment with the use of Polypro® A1-1160 shall provide sufficient attachment resistancc, expressed as an uplift based system. to rnec or exceed the uplift resistance determined in compliance with Miami -Dade County Abating Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polyps® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products; Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products. Inc. Polyfoamn Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between E0-1,15 (A) : 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. Na other settings shall be approved. 4.6 Polypro® Al-1160 shall be applied with Foarnpso RTF 1000 or Prof ack® 30 & 1 00 dispensing equipment only. 4,7 Polypro® Al-1160 shall not be exposed permanently to suns: Rx Date /Time SEP- 28- 2004(TUE) 11:09 • 09/28/2004 10:06 3058058488 '12/1h/02 TLE 14 :55 FAX 984 578 1042 Po1yfonrit Products, Inc. 3058058488 M ROMERO ROOFING POLYFOAM a • „•,.• . P. 004 PAGE 04 ACCEPTANCE No.: 01 -t1 521„02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® Ali I60 has been dispensed. 4.9 Polypro® Al-1160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. I.: Adhesive Placement For Each Generic "t'ile Pr[tliic� • TitaPr* iic Placement Single Paddy Weigtht Two Paddy Weight Detail Mitt. (trams) per paddy Min. _(trams) t"•I:ti, Low. Hitt i'roftlCs ! N1 High Profile (2 Piece Barrel) FlaFla�_High Profiles ti? C i:tew, Hilt Prt)ftlrs N3 01 35 I7 /side on cnp and 34 /pan 2 -t WA N/A N/A 8 5. LABELING All Polypro® A1-1160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6,1 As required by the Building.Offficial or applicable Building Code in order to properly evaluate the installation of this system. Rx Date /Time SEP- 28- 2104(TUE) 11:09 3058058488 09/28/2004 10:06 3058058488 M ROMERO ROOFING • •2/10/02 TUE 14:58 FAX 954 578 1042 POLITOAK PRQDUCTS.INc. PoR foatn Products. Inc. K.wt mY1A Oloc cemot >Jl.eett,ro,,. P.005 PAGE 05 4005 ACCEPTANCE No.: OI -O--- ?2! .0.. ADHESIVE PLACEMENT DETAIL I SINGLE PATTY P,ttdt Gene*, Ix Ma (mop plate c .nen i°de(lefine \ 1. V ,e2 to Wal 14.ev�0 plastic washy t;Pius t»Iwspt aaver.t se achieve it to i) u:" tat G semi adds to WWI ',Kilt rt000'rlro t,ee,itW wit .441 1eJ �.00QhOlattliOMM.t 2) tom wean apYk oa.n 9laa .aR s*c la \ t. Ilk ben eviSh Air 44 CoatIlk. d. lot 410 'S. . :Nib *My. 146; MKS,. tOftoa,tl Fam .tt3Nw R 110•a W Oro oM COWS, acme fit' AbultkOmiami40 wr1a. boo q.I•ta1Mal so 14 gylw444; # lto,Aaetntk w t7Aton /7140/4 fa.4, plow, ate 5a40'4.p Fsirtio waw setiooklvdhai • Inca dNt r.rsnk 2Vosia . RRc'•: ;; t'r'otluct CQn 0 • Rx Date /Time SEP- 28- 2004(TUE) 11:09 09/28/2004 10:06 3058058488 Y:`10/02 Tt'E 14:58 RI 854 578 1042 PoIyfci uti Products. Inc. 3058058488 M ROMERO ROOFING FOLVFOAM PRODVCTS.INC ACCEPTANCE Nn.: 01- 052.1.02 AUNL"SIVI; PLACEMENT DETAIi.. 2 SI NGLe PATTY N it iturop9t 0.414 urasnl s.eey ($ct tA Ti weiviarita P. 006 PAGE 06 vndabg•tpt E.ra Comm ` F »(JM lomdmige Dript t throvQA p *Uc CCfncrl Eki Cbsu's - Rx Qate /Time SEP- 28- 2004(TUE) 11:09 09,28/2004 10:06 3058058488 2110/02 TUE 14:59 FAX 954 576 1U1z iti) vfoa jj od(1Cts2 It1C. Me h through plastic cement Play ( between tile) / Pad; f (under 11la) 3058058488 P.007 M ROMERO ROOFING PAGE 07 POLPFOAM PRODUCTS. INC. ii1007 ACCEPTANCE No. 01- 0521.02 ADttESW1 PLACEMEe1T DETAIL 3 Douu ,c PATTY 0a Sinyk paddy 131:<. u .4 t the 3 in. Single ;eddy on under- lament Single Potty colder Iii. gk paddy between bile Lc a tin. rhediion eke paddy ewe count enly Ern toms Sielte faddy on top or life Fads WeepScle flee cloem prep edge Nail through ptas lc cerium Single paddy belween tile e ];r►.t31n. Single paddy on undeitamelt Single .paddy on top of tllo `ii ntrof E = I �Ifc�; Rx gate /Time SEP- 28- 2004(TUE) 11 :09 091`28/2004 10:06 ♦ ►, •••• 3058058488 305;1058488 M ROMERO ROOFING aua: ar...e <++a 044 310 11)4_ ruL2t'UAtt FRUDUCTS. I,NC. P. 008 PAGE 08 (?1008 t'otvfo:trrt Prodints, Inc. ACCEPTANCE No. : QI <0521.0Z I. R.cncww►: of this Acceptance (approval) shall bc considered :tact a renewal application has beeit.Glcd and thc original submitted docum.:rits, includitt4 test - supporting data. engineering documents, are no older than .sight (8) years. 2. Any and all approved products shalt be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami Dade County Product Control Approval ", or a specifically stated in the specific conditions of this Acceptance. 3 • Renewals of Acccptartee •will not be considered if a. There; has been a change in the South Florida Building Cock affecting the evaluation of this product and the product is not in compliance with the code change$ b, The product is no longer the sante product (identical) as the one originally approved. c. if the Acceptance !older has not complied with all the requirements of this ac cptance, including thc correct installation or the product. d. The engineer who originally prepared, signed and sealed the required documentation ir+itillty Submitted. is rto longer practicing the engineering profession 4• Any revision or change in the materials, use, and or manufacture of tlx: product or process shall automatically be cause for termination of this Aeeeptzace, unless prior written approval has been fequested (through the l•ilinl; of a rcvisiaa application with appropriate fee) and granted by this 3 Any of tiic. following shall also bc grounds for removal Of this Acceptance: a. Unsatisfactory perforrrtance,of this product or process. b, of this Acceptance as an sndorsc•rntnnt of any product. for sales, advertising or any other purposes, 6, The Notice orAccuptancc number preceded by the words Miami- Dade; County, Florida, and fblto.wcd by the expiration date may be displayed in .advertising literature. 1t' ant portion of the Notice of Acceptance is displayctf, thin it shall be done in its entirety, 7. A copy of this Aceeptance as well as approved drawings and other does :Wiens, where it applies, shall bc provided to the user by the manufacturer Or its distributors and shalt bc available far inspection it die e job site at all ti,ut:. The engineer need not reseal the copicS. Failure to comply with any section of this Acceptance shall be cause. for termination and removal of Acceptance This Notice of Acceptance Consists of pages 1 through 8. END OF THIS ACCEPTANCE Prank Zuloaga. RRC • Product•Controt Examiner nesday, June 16, 2004 7:06 PM To: Frank Adrian From: Wilfredo Gonzalez, 227 4256 Page: 2 of 2 AICORQ, CERTIFICATE OF LIABILITY INSURANCE CATEtiva20{74 eRc,r:woca Serial# 101ea3 A S A UNDERWRITERS, INC, PABLO IA. Qi)NCfi AA82e6T 873111w, 35T. MIAMI, FL. 33174 Iv;lu wt eERSEY EL ECTAIO 30IRP, e41 SW 143 AMC MIAMI, FL 33178 'v.csPr 16 FICATE zz/ -"i - T = ROF IN ONLY AND CONFERS NO !TIC*HTS UPON •I HE HOLDER THIS CERTIFICATE DOES NOT AMEND, ALTER .; •VERACi6 AFFORDED -Y FOLIC 0 M I CERTIFICATE EXTEND t7R ES BE IN. INSURERS APPORDIN0 COVBAAGE a4SuRZA A DJAPFRE INSURANC =CO. NAIL. IMMIIIIIi FoLi8EM n. ASSQCPATEDINDUSTRIES INS. 00 1 ^,• MUNr, =: OVERAOi T46 POLICIF8 ca- INt;URANCS -WED ri I QW (RAVE BEEN ISSUFCI 1 t: !tip:. INSJA501441401 ABO1E FOR T145 PM Cy PER6CD INCIICA'I to. NOTW r 9 tANQB.ta ANY REOUlrCAMIT.- ERMOncotNDITION OF ANY OCNT PACT OP OTHER DOGUNIENTwerrH RESPECT TO WHICH 711/6 GCRTIFICATB MAY BE M EUCCI CR MA: PBR`AIN, TUC BiaurANC& AFFORDED BY VIC t CUC63 0sscRIeeD HCRCPN tS eUe.leCT TO ALL THETE IVES EXCLUSIONS AND CONDITIONS OF SUCH E C UCILJ• ,NOCIF EOM E :..MARS CI I¢WN MAY HAVE E'EN REOUCEC $Y PAID CLAIMS. 'IC t13 1 TYPE OF INDUflAN06 P0LI6T HUMBER iNit4 J j i I . j ClUilica .... LIMITS I �■ aenSRAL in .-',Lams U U4BRITYi' UCMMER,'IA! arNIVAL LIAEUr. NADE -Q.. OGCJH GL 013205 -4 05!21104 05I21JD5 1,000,000 I" `. 'j R0,0 �0 MSU d8+ 4n • ,- 'owJ', �p�- a Ea3ONAL u (SW N1, Ji'. 1,O60,000 0 1.000,000 1 0+ + 000 O' n^ 4csrnCQAYC _tMArAPN.,:$'L•R �II�i'i' AUTOMOBILE In ii Ili: il LIABILITY AN. A A : LavN LII Aunt rED AU7:Nt: '_. COME d FAME L A " aR EOM r Ccuslr IMO -.Hoero iviAmAtsk. 9 U -... _.. _... AU'G OVL ° -CA A9006N1' a)l'r16M IHAN aAACG r of {'US :LANS WOE II L: a.:LCrIV� F �. RC !Of LNN S ... Emmunin I tillilliMill .._ . ._. MIIIIIIMINIMEIMION � Eclat—Mora -.. I{ If/011%M O P8NSCT1tNN AM BNFt<WEflT LNAd31LNTY AhYPIII' 1pTQwPAFTNEIVaXEWTWC :b•bCI• -f Mi:r- 1- kGU,I. tip ii h , w.r:a I : the :.F r- Jlit •UNV Maw .... 2002331241 I2/I 41D3 .. 12ri 410t1 IIKEIMEIsms 100 000 C :0ECAA'•I'AChaff Y•_' 500,000 100,000 CFINSR .. _ ... IIIII . -. 082C8119n 1 08 din84471,411PLCCAT Paldad5HICLNYEXC V3c$Is ACOBC ON ERROR SG N N AI --. AL PROVISIONS ..,.. C5frtifICATE HOLDER CANCELLATION MIAMI SHORESVILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES, FL 33138 SI- Ot.4 UANYC3= TFF• A]3V L0,78Gi$ i6UPC- c ,Pseecnro.CLLC50L:r0= 6T -1sb/CNi,A CAS UA a I kt•hF;it'.T'•t NJINA IN1U-11 H All,t TNCEAVO'1 TO mfriL 30 • IMd314'RT171.1 NonzaTea Tr,. t:hMT Pru,"'Fw^c C$A 'OWED-0 Irla -II•T, n,.7 rAq,,,R$-OOO GO tatV+L! N-scx NO0311RRA- IONO RLIAS tI••1.0- AU? <NOCRON THE NM. 6R.I $Ael, Nip' r,:$ = PRFAF.�IAr4•C3 AU/NORM RGNA33EREM ° NEI. e•4 aP C.. •FMrno(E RT PROS.PPs 4040 1:13044ATION leap mum•iltl:,w,.w This fax was sent wIM GFI FAXm €kst fax server. For mONe .nformalon, VISit: http;# w w.gfl.com M ::ay, September 06. 2094 7:08 PM To: Frain Adrian License EC 13001614 DATE 6 -05 -04 NAME Frank Ad rain ADDRESS Village Del Mar From: Wilfredo Gonzalez, 227 4256 Page: 2 of 2 JERSEY ELECTRIC CORP. 5461 S:W. 143 Ave. Miami, FL 33175 (305) 227 -4256 PROPOSAL PHONE We hereby submit specifications and estimates for Electrical as per plans. Wiring for apartments in romex. Commen area wiring as been installed in emt,ent,or INC condiut. Service to FPL t$100.00 per linear foot. Burglar alarm at ($400.00 per unit ) ($550 00 for a completed system }optional. JERSEY ELECTRIC IS RESPCNSIBLE FOR: _x_Receptacles _x_Permlt Fees _x Switches _x Temporary Power _Decora Receptacles Pod Wring Decora Switches _Door Bell x Panel _intercom _x_Meter _Alarm Telephone _Light Fixtures _x Cable TV Electrical Appliances Title to the above merchandise remains with the vendor until paid for in full. In case of any defaut in any terms of this Order - Contract the Seller shall have the right to take Immediate possession of such merchandise and the full amount of the purchase price then unpaid shall become Immediately due and payable at the Seller's option without notice or dement:. At monies paid shell remain a nth the vendor as liquidated damages. In the event of default under the terms of tnis Contract, requiring the services of an attorney to protect the Interest of the Seller, the Purchaser agrees to pay reasonable attorney fees together with Interest thereon at the rate of 18% per annum, payable monthly, plus all costs incident thereto. The seller shall not be liable for delays in delivery or Installation resulting from strikes, embargoes, fires, floods, Hurricanes, Acts of God, terrorism acts, labor troubles or other causes beyond the control of the Seller. This proposal to the Purchaser is an offer and is subject to acceptance by the Seller. That in the case the Purchaser repudiates the Contract after execution and refuses to allow the Seller to commence work under Contract provisions, then and in that event, the Purchaser shall pay to and be responsible to the Seller in the amount of 10% of the Contract prices and for liquidated and agreed damages and not as a penalty. `"The electrical contractor has the right to lien the property In the case of non - payment. All monies are due net 30 days. WARRANTY: Service will be provided for a period of one (1) year from the date of start-up, during regular working days and hours. We hereby propose to furnish labor and materials completely in accordance with the above specifications for the sum of Sixty Thousand Dollars. Purchaser is responsible for all materials and equipment delivered to the job site. My alteration or deviation from the above specifications Involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate, This Proposal is subject to acceptance within thirty (30) days and Is void thereafter at the option of the undersign. JERSEY ELECTRIC CORP. Wilfredo Gonzalez, President REPORT OF SUBSURFACE SOIL EXPLORATION & GEOTECHNICAL ENGINEERING EVALUATION OF SUBSURFACE CONDITIONS PROPOSED TOWNHOUSES & CONDOMINIUMS Biscayne Boulevard & NE 105th Street Miami Shores, Florida OCTOBER 2002 Prepared For: VILLAGE DEL MAR DEVELOPMENT GROUP, L.L.C. 1655 NE 15th Street, Suite No. 12 Miami, Florida 33181 WINGERTER LABORATORIES, INC. 1820 NE 144th Street North Miami, Florida 33181 • WINGERTER LABORATORIES INC. Engineering Testing and Inspection Service Established 1949 Village Del Mar Development Group, L.L.C. 1655 NE 15th Street, Suite No. 12 Miami, Florida 33181 Attn.: Mr. Brian Scheinblum October 25, 2002 RE: Report of Subsurface Soil Exploration and Geotechnical .: Evaluation of Subsurface Conditions Proposed Townhouses and Condominium, Biscayne Boulevard & NE 105th Street,.`. WLI Order 'No. 02 -1696 Dear Mr. Scheinblum: eering We are pleased to present ,this report of 'our su engineering evaluation for the subject site These s with the scope of services outlined in our proposal ds evaluation and specific recommendations for the propo loration and geotechnical led in general accordance 002. This report presents our on together with the field data. We appreciate this opportunity to be of service to you have any questions or comments regarding the informatio. (305) 944:3401 s phase of the project. If you this report, please call us at Respectftilly;submitted, WINGER LABORATORIES, INC. Rafael M. Pina, P.E. Florida Registration No. 50771 01/1200 Enc: Report P -114 /Time Charges: Engineering - 4.0 Hrs. Lab. No. 390: Test Borings Lab. No. 391 & 392: Permeability Tests The original of this report was signed and sealed by the above referenced Florida Registered Professional Engineer in accordance with Rule 61 G15- 18.011 of the Florida Administrative Code. 1820 N.E. 144th St. • P.O. Box 611450 • North Miami, FL 33261 -1450 •1305) 944 -3401 • 1 -800- 345 -SOIL • Fax: (305) 949 -8698 Broward: (954) 764-0472 • Dispatch Fax: (305) 949 -1328 S1'LEL • CEMENT • CONCRETE • PAVEMENT INSPECTIONS • TEST BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate # F -614 TABLE OF CONTENTS Page LETTER OF TRANSMITTAL i TABLE OF CONTENTS ii INTRODUCTION 1 PROJECT INFORMATION 1 TESTING PROGRAM 2 SUBSURFACE CONDITIONS 3 GEOTECHNICAL ENGINEERING EVALUATION 4 ENGINEERING RECOMMENDATIONS 5 1. Site Preparation 5 2. Spread Footings 5 3. Fill and Compaction 6 4. Geotechnical Inspector 7 SPECIAL REMARKS & ANNOTATIONS 8 APPENDIX A. TEST BORING LOGS B. SOIL PERMEABILITY TEST REPORTS C. TEST LOCATION MAP & SKETCH INTRODUCTION Wingerter Laboratories, Inc. (WLI) is pleased to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. The purpose of this investigation was to obtain specific subsurface data in order to provide an engineering evaluation of the subsurface conditions including recommendations for foundation design for support of the proposed Townhouses and Condominium Buildings Our subsurface exploration consisted of a total of seven (7) Standard Penetration Test Borings and two (2) Soil Permeability Tests performed throughout the subject site as shown on Appendix C of this report. The following presents a review of the project information provided to us, a discussion of the subsurface conditions encountered, detailed geotechnical engineering recommendations, our Report of Test Boring Numbers B -1 through B -7 and our Report of Soil Permeability Test Numbers P -1 and P- 2. PROJECT INFORMATION Documents provided to us for the purposes of this project consisted of a small site plan sent to us via electronic mail by Mr. Brian Scheinblum on September 11, 2002. Based on our review of this document, it is our understanding that the proposed project will consist of the construction of a 20 unit townhouse complex and a four (4) story condominium building at the sites located at Biscayne Boulevard and NE 105th Street, in the City of Miami Shores, Florida. The proposed condominium building is to be constructed at the site located at the southeast corner of Biscayne Boulevard and NE 105th Street. It is our understanding that the proposed condominium building will consist of a three (3) apartment levels over a ground floor parking level. It is estimated that the proposed structure will have a ground floor foot print of approximately 70 feet by 150 feet. The proposed townhouse complex will consist of two (2), 10 unit buildings to be constructed • at the site located at the northeast corner of Biscayne Boulevard and NE 105th Street. It is anticipated that each 10 unit building will be 2 stories in height, and will have an approximate footprint of 50 feet by 210 feet. The two buildings will be separated by a courtyard with a proposed swimming pool. At the time of our exploration, the site of the proposed condominium building (southeast corner of Biscayne Boulevard and NE 105th Street) was found to consist of a vacant lot, approximately 100 deep by 200 feet long. The property is bordered along the south by the Biscayne Canal and along the east by a one (1) story building. The site was found to have a relatively flat topography, with surface elevations observed to be approximately the same as the crown elevation of NE 105th Street, and 6 to 18 inches lower than the crown elevation of Biscayne Boulevard. Vegetation throughout this area was found to consist of a well maintained grass lawn, a large cluster of trees and brush in the northwest portion of the property, and some pine trees and brush along the southern property line. 1 Similarly, the site of the proposed townhouse complex (northeast corner of Biscayne Boulevard and NE 105th Street) was found to consist of another vacant property, approximately 100 feet deep by 480 feet long. The property is bordered along the west by existing two (2) story apartments, and along the north by a privacy wall and the tennis courts for the Towers of Quayside Condominium. The site was observed to have a relatively flat topography with surface elevations throughout the site observed to be approximately the same as the crown elevation of NE 1051 Street, and only a few inches lower than the crown elevation of Biscayne Boulevard. Vegetation was found to consist only of a grass lawn, and a few small pine trees and bushes along the east end of the property. TESTING PROGRAM Our subsurface investigation consisted of seven (7) Standard Penetration Test Borings, conforming to the requirements of ASTM D 1586, and two (2) FDOT /SFWMD Type Soil Permeability Tests performed at the site on October 18 and 21, 2002. Please see Appendix A for our Report of Test Boring Number B -1 through B -7 for detailed description of the materials encountered and the depth intervals at which they were encountered. Please refer to Appendix B for Soil Permeability Test Results. The test boring and soil permeability test locations are shown in Appendix C of this report. The number, location and depth of the test borings were determined by WLI, taking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions, opinions and recommendations contained in this report are based upon the conditions revealed in the referenced test boring. Test borings were staked in the field by WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, but no degree of accuracy is stated or implied. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned • that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assume responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. Soil samples will be retained by WLI for a period of thirty (30) days only unless specifically requested otherwise by the client. Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 utilizing a 2 -foot long, 2 -inch diameter split spoon sampler which is advanced by successive blows of a 140 pound hammer free - falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the "N" Value: 2 SOIL CONSISTENCY vs. "N VALUE" Cohesionless Soils Cohesive Soils Rock and Gravels "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation "N Value" (blows /ft) Consistency Designation 0 to 4 Very Loose 0 to 2 Very Soft 0 to 25 Loose or Soft 5 to 10 Loose 3 to 4 Soft 26 to 50 Medium Dense 11 to 30 Medium Dense 5 to 8 Medium 51 to 90 Dense 31 to 50 Dense 9 to 15 Stiff - - 50 or More Very Dense 16 to 30 Very Stiff - - - - 31 or More . Hard - - The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. The graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. SUBSURFACE CONDITIONS Test boring numbers B -1 and B -2 were performed in the area of the proposed condominium building which is to be located at the site at the southeast corner of Biscayne Boulevard and NE 105th Street. These test borings indicated the presence of medium dense, light to dark colored sands with some traces of roots and limerock fill present in the first 2 feet of depth, underlain by loose to medium dense, light colored sands with scattered traces of limestone fragments, extending to a depth of 6 feet. Beneath these soils, a soft to medium dense, native limestone rock formation was found extending throughout the maximum explored depth of 25 feet below the existing land surface. Test boring numbers B -3 through B -7 were performed throughout the site of the proposed townhouses at the northeast corner of Biscayne Boulevard and NE 105th Street. These test borings indicate that the site is generally mantled by loose to medium dense, dark colored sands with some limerock fill present in the first 2 to 4 feet of depth, followed by loose to medium dense sands with occasional pinnacles of soft limestone and pockets of silt extending to depths varying from 4 to 6 feet. These soils were found to be mantled by a soft to medium dense native limestone rock formation extending throughout the maximum explored depth of 15 feet below the existing land surface. 3 • The ground water level at the time of our investigation was encountered at depth of 7 feet at the site at the southeast corner of Biscayne Boulevard and NE 105th Street, and at depths ranging from 4.5 to 5.5 feet, throughout the site at the southeast corner. Fluctuations in the ground water level should be expected due to seasonal climatic changes, tidal action, rainfall variation, surface runoff, construction activity and other site specific factors. Metropolitan Dade County Public Works Department records indicate that average yearly highest groundwater levels in the project is approximately +3.0 ft. MSL, while average yearly lowest ground water levels is at approximately +1.0 ft. MSL. Flood criteria elevation in the project area is estimated at +5.0 feet MSL. GEOTECHNICAL ENGINEERING EVALUATION Evaluation of the subsurface data obtained from the test boring logs, using accepted geotechnical engineering criteria, indicates that the existing subsurface soil conditions are generally suitable, and will allow for the proposed townhouse and condominium buildings to be supported upon a shallow foundation system. Townhouse Buildings: Our review of the test boring logs and analysis of the subsurface data obtained indicates that the proposed two (2) story townhouse buildings may be supported upon a shallow type foundation placed directly upon the existing soils, provided that they are properly compacted. The proposed townhouse buildings shall be supported upon a shallow foundations system, consisting of either shallow spread footings and a floating slab on grade, or a monolithic slab on grade with thickened edge footings. Shallow foundations for the proposed townhouse buildings shall be proportioned for a maximum allowable soil bearing capacity of 2,500 pounds per square foot (psf). At this bearing pressure, the anticipated total settlements are expected to be less than 3 inch, with differential settlements approaching 'A inch across the area, provided that the following recommendations are adhered to. The area of the proposed buildings shall be cleared and grubbed to remove all vegetation, • topsoil and debris. The cleared surface shall be compacted to 95 % minimum relative compaction as compared to the "Modified Proctor Test" (ASTM D- 1557). Any additional fill required to raise the area to its final bottom of slab elevation shall be placed in 12 inch loose lifts, each lift compacted to 95 % minimum relative compaction. Bottom of footings shall be placed at a minimum depth of 1.5 feet below the final grade. Footings shall have a minimum width of 24 inches for square or rectangular footings, and a minimum width of 18 inches for continuous footings. Condominium Building: Test borings performed at the southeast property, revealed the presence of generally clean, suitable soils. However, unlike the proposed townhouse building, the proposed condominium will be a multi-story structure, and since it will have ground floor parking, it is likely to consist of reinforced concrete frame structure, supported mainly by columns, and shear walls. Due to their higher building loads, these types of structures require higher allowable design soil bearing pressures, and are more susceptible to settlements. 4 It is our recommendation that the proposed condominium building be supported upon a shallow foundation system consisting of shallow spread footings. However, we recommend that the footings providing support for the main load bearing members of the structure (columns and shear walls) be placed directly upon the native limestone formation, which was encountered at a depth 6 feet below the existing grade. Footings placed directly upon the native limestone formation may be proportioned for a maximum allowable soil bearing capacity of 4,000 psf. At this bearing pressure, the anticipated total settlements are expected to be less than 1 inch, with differential settlements approaching 1/4 to %z inch across the area, provided that our recommendations are adhered to. ENGINEERING RECOMMENDATIONS 1. Site Preparation 1.1. Site area shall be cleared and grubbed to remove and dispose of all vegetation, topsoil and debris. 1.2. The cleared surface shall be compacted to requirement of Section: Fill and Compaction. 1.3 Building area shall be raised to appropriate bottom of slab elevation by placing fill in accordance with Section: Fill and Compaction. 2. Spread Footings 2.1. Townhouse Buildings: Shallow foundations shall consist of either a monolithic slab on grade with thickened edge footings or stem wall and column pad footings with a floating slab on grade. Foundations shall be proportioned for an allowable design bearing capacity of 2,500 pounds per square foot (psf). At this recommended bearing capacity the minimum footing dimensions to prevent punching shear shall be 24 inches for square or rectangular footings, and a minimum width of 18 inches for continuous footings. . 2.1.1 Bottom of footings shall be placed at a depth of at least 1.5 feet below final exterior grade Bottom of footing excavation shall be tamp compacted to a minimum of 95% relative compaction prior to placing reinforcing steel or concrete. Relative compaction must be verified by randomly testing at least 15 percent of the column footing pads. The wall footings shall be tested for verification of density at a frequency of one test for every 60 linear feet of wall footing. 2.1.2. Evaluation of materials at founding level and below using accepted geotechnical criteria indicates that the materials will support the stated bearing capacity without failure and with anticipated maximum settlement of less than % inch, with differential settlement across the site approaching 1/4, provided that the recommendations included in this report are adhere to. 2.2. Condominium Building: Foundations shall consist of shallow spread footings, placed directly upon the native limestone foundation which was encountered at a depth of approximately 5 feet below the existing land surface. Foundations shall be proportioned for a maximum allowable design bearing capacity of 4,000 pounds per square foot (psi). At this recommended bearing capacity the minimum footing dimensions to prevent punching shear shall be 24 inches for square, rectangular or continuous footings. 2.2.1. Bottom of footing excavation shall be clean and free of loose soil and rock debris. Final cleaning shall be performed immediately prior to placement of reinforcing steel and concrete. 2.2.2. Any cavity, solution pipe, or sand pocket greater than 8 inches in diameter, shall be cleaned to a depth of twice their diameter and backfilled with lean concrete. 2.2.3. Footing excavations and lean concrete repair shall be inspected by the geotechnical inspector to verify the competence of the limestone and the acceptability of the excavation. 2.2.4. Evaluation of materials at founding level and below using accepted geotechnical criteria indicates that the materials will support the stated bearing capacity without failure and with anticipated maximum settlement of less than 1 inch, with differential settlement across the site ranging from 1/4 to 1/2 inch, provided that the recommendations included in this report are adhere to. 2.3. The grade floor slab shall be supported upon compacted fill material placed in accordance with Section: Fill and Compaction. 3. Fill and Compaction 3.1. Placing fill: 3.1.1. Fill shall be placed in lifts not greater than 12- inches loose thickness for material compacted by heavy compaction equipment, and not more than 6 inches loose thickness for material compacted by hand - operated tampers. 3.1.2. Suitable fill material is defined for the engineering purposes of this report to be a clean select material, containing no more than 5 percent by weight organic matter, no more than 10 percent by weight passing the No. 200 Sieve and no man-made debris of any description, which meets the requirement of ASTM D 2487 Unified Classifications GW, GP, GP -GM or SW. 3.1.3. Since large size particles interfere with compaction of the finer soil fraction, all backfill and fill materials shall be free of rock or gravel larger than 3 inches Or 50 percent of the compacted layer thickness, whichever is the lesser. 3.2. Compaction: 3.2.1. The cleared surface and each fill lift shall be compacted to a minimum relative compaction of 95 percent. Relative compaction is defined as the ratio, expressed as a percent, of the dry soil density as determined in the field by ASTM D 2922 (nuclear method) with a probe depth of 12- inches, divided by the maximum dry soil density as determined in the laboratory by ASTM D 1557 ( "Modified Proctor "). Compaction shall be verified by the geotechnical inspector who shall also confirm that the fill material being placed is the same material as tested in the laboratory. To avoid delay during compaction operations, candidate fill material should be supplied to the geotechnical inspector a minimum 72 hours in advance of placement. 3.2.2. Compaction of suitable fill as defined herein is most readily achieved by the use of vibratory rollers when space allows. For small restricted areas, mechanical hand - operated tampers usually perform satisfactorily. Prior to commencing compaction, the moisture content of the fill material shall be adjusted to within plus /minus 2 percent of the optimum moisture determined by ASTM D 1557; by so wetting or drying the fill material, the amount of compactive energy required to attain compaction is minimized. Attempting compaction of fill material which is more than 5 percent below or 3 percent above optimum moisture will generally yield unsatisfactory results. 3.2.3. A minimum of one in place field density test shall be performed for each 2500 square feet, or fraction thereof, for each lift of compacted soil for building pad or slab area. 4. Geotechnical Inspector 4.1. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechnical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases of the proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. 4.2. The geotechnical inspector as referenced hereinbefore shall be a Registered Professional Engineer licensed in the State of Florida and experienced in the practice of geotechnical engineering, or his designated field agent. The results of all inspections by the geotechnical inspector shall be submitted on report or log forms duly signed and sealed in accordance with Rule 61G15- 18.011 of the Florida Administrative Code. 4.3. The geotechnical inspector shall be retained by the owner, the project architect, or the project structural engineer. SPECIAL REMARKS & ANNOTATIONS In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Furthermore, WLI assumes no responsibility for the accuracy of the reported depths should any excavation, filling or alteration of the site grade - occur, subsequent to the date of the drilling operation, without surveying the existing conditions. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. 8 • • APPENDIX A TEST BORING LOGS • DEPTH (feet) 0 5 10 15 20 - 25 Page A- 1 B -1 1•140111E 11111111141 111171111 rcnnon h ULI �aooac rY16iaa 11rYrar RIM1 M 111111 M 111 o uaeloo 6z°os ruaia� 11rYrar rrr1RR ■11114141!! can*nr cc°oat YfiZRaY ,N.r1" 11IM114/F rn7lrr rcnRm atitE1151113 h z°o�UAL 1c ruali� arYrw 111 1411111 anICI r cc°eat z °s1a= 1Z °OQ Yu :vu !WHOM I1fM11171 nn4�r rcnnoe os =moo 1.gorasc rriYi 11111111 111111111111101 01111Mr11" 11OMIC =°slag 1Z1101i YiiialY 11111114E 17Mir1F 174 =lr1 4a°oar MULTIPLE BORING PROFILE(SUMMARY) Proposed Townhouses & Condominiums B -2 27 11 10 20 16 27 18 laruriM 1MOa7F 9 winwirr minim os1MAC haCILMAL rY11a i YYYrY 114 111111114 141114 L113 MEMO/ aaccvLlh YYrariiY 1aYli4ii 1IIMfr74 rnwlr77 rinworr minim ElriaMIL Moo= ruaiii Yrurir MMIMRYF 110NM1111 an *or �lcooat E=Ec Ylarurr rYirli 11irrYw crnn>r onzot 2YJZ L ilOZ1Cc Ya°ouu HMOM VIY O WHOM" MO MOM"! oalre11 1111:1Z SAL uozlac Y1YYY1i IiYiYli 1 11111111« wafrlR vozoe ouacau aYZ`c Ya°ouu 1iY1irYY 1*1ln Iruroo uminwur B -3 22 1.;.* 16 61Yi1MIL munmia minnow 'norm• mom., nmwmc nmemm sammat YaYYra iriYli 10101110 aMOMOR carne= onaIat JOILILMU aorazuc Manaa MAMMY ncn• n innrr o shoo a :°sm uozalc NAMOMO cannO vozot 3on[iaor 14 13 1 1 B -4 10 • • �; 14 •. .4.4 16 20 12 16 26 22 20 • • DEPTH (feet) 0 5 10 15 20 25 Page A- 2 B-5 MP. 1.• 0;h1 1.1131.1136 PAYAMil 111114163111, P11111.1111. rirmirr ricrirscon mune= MUM= 111111111.111: 1111.1311N. 1.11.111•1 LIN:11931E 11131111:113113C 1311AZILIIN 341113.114.1 .1140.111. PIP1.1171. 11111.111.. 'Erin= MIMI= MAMMY Id IMMO. 1131611iii 111111111.11111 NNW. Llt1311Z 3 MULTIPLE BORING PROFILE(SUMMARY) Proposed Townhouses & Condominiums 19 12 12 19 B-6 ;•-• MIJI PELNIA4111 1.14.1111114 ON11111.1111. .13.111.1113. rcrInno 13121CMEI WM:1E3AL 11113.1.11., PildallY14 111111111APINI 111111111.11. IIlIIEINE3137Z3 31131GEM 131MILL MINNOW !WNW. [MINI= MIME. MAMMY NIMMAA 1103.3111114 IMPLIANIR 121111.11. mon am 30 B-7 */:%:..? • vy. • 10 YIELMAIL WIM311111.1 INN111•11114 11111111111•11 NNW. G.11311131. IMEILILL 3111:11111114111 PINYON.. 11911.111PIP arms= 111111.13111 1M113131AL 315311166.3i 1111131.110 1110111111Y. 111111113111011 11111111.11. ENO131131. Z1131C131i MACAW PIINM11. P111.111111. .111.MIF ccrincie LIELICIAIL 1111131111.116, 10 1 1 18 18 10 .12 17 22 16 16 0 5 10 -15 20 - 25 (1.994) Hld3a ,WINGERTER LABORATORIES INC. ' Professional Engineering & Testing TEST BORING LOG CLIENT: Village Del Mar Development Group, L.L. C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability DRILLER: J. Cooper DRILL RIG: Simco DEPTH TO WATER: 7.0' BORING NO.: B -1 location sketch ELEVATION: - DATE STARTED: 10 -18 -02 DATE COMPLETED: 10 -18 -02 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 1— 2 — 3 4 — 5 6 — 7 8— 9 — 10 — 11- 12 — 13- 14 _ 15 — 16 17 — 18 — 19 20— 21 — 22 — 23 — 24 — 25 — 26 — 27 — 28 29 — 30 — 31 32 — 33 — I I I MOLTEN C iOO1`QI u h rooms: 1 wal�Ql 7zuMmY �YUiYYI grit Yl ewIPiswiRi .zwnw. nl CCQOZYQI uauun r� o0 oI . .i1la•MUi sn .11 wAwl ••R l w1 zonmu CY[YZYQ1 Y +rrrr1 r11�fwIR1 wINPFl ...MOSSO . oI flr MYI' 1rw.1Nf'M rfiiinRn IGIsl LINzoomY CYLIiYQI 4 10 17 7 — 6 5 6 2 3 3 3 4 6 4 4 12 12 8 7 7 7 8 12 10 12 8 8 10 7 5 6 3 7 Dark gray to brown silica SAND with trace '..fragmented limestone with trace roots Tan LIMESAND with some fragmented limestone (fill) Tan to light brown silica SAND Dark tan to light brown LIMESTONE with trace limesand Tan to light gray LIMESTONE with trace limesand Boring terminated at 25.0' 1 2 3 4 5 6 7 8 9 10 0.0 -1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 15.0 -17.0 20.0 -22.0 23.0 -25.0 27 11 6 10 20 15 27 18 9 N -value CURVE 10 30 50 70 90 4 • This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. (305) 944-3 01h 1-800-345-SOIL Miami, FL 33181 WINGERTER LABORATORIES, INC. Page A -3 • • WiNGERTER: Professional Engineering & Testing CLIENT: Village Del Mar Development Group, L.L.C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability location sketch DRILLER: J. Cooper ELEVATION: - DRILL RIG: Simco DATE STARTED: 10-18-02 DEPTH TO WATER: 7.0' DATE COMPLETED: 10 -18 -02 TEST BORING LOG BORING NO.: B -2 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 1— 2 — 3 — 4 — 5 — 6 — 7 • • MLf MMIfM 8 — 9 — 10 — 11 — 12 — 13 — 14 — 15 — 16 —_ 17 18 — 19 20 — 21 — 22 — 23 — 24 — 25 — 26- 27 — 28 — 29 30 — 31 — 32 — 33 — 'TM. IILi iiu¢O cf+YZLIY1 iiYYLa.1Y .nM.nw TRW% Tr PI rinnlvwroi .n Om cL OWICO MMUMMU onn mmono 4 enf -n", io'°iesi CYYZYQI x..:� ? MIONIEWM a.un iaioou.. .NYZRYI MIWWWWM MVMMVPVI nail gal YaNm 4if YYiY WOYYN.Y R:.nfrf 10 15 7 7 7 6 6 5 5 5 4 5 4 3 5 4 4 4 4 7 7 7 9 8 6 7 7 8 7 6 7 8 4 5 6 7 Brown silica SAND with some fragmented limestone (fill) Light brown silica SAND with trace fragmented limestone Light brown silica SAND Dark tan to light brown LIMESTONE with trace limesand Tan to light gray LIMESTONE with trace limesand Boring terminated at 25.0' 1 2 3 4 5 6 7 8 9 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 15.0 -17.0 20.0 -22.0 23.0 -25.0 22 12 9 8 8 16 14 13 11 N -value CURVE 10 30 50 70 90 r a This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street, * North Miami, FL 33181 WINGERTER LABORATORIES, INC. • (305) 944 -3401 1- 800 - 345 -SOIL Page A -4 • • WINGERTER LABORATORIES INC. Professional Engineering & Testing TEST BORING LOG BORING NO.: B -3 CLIENT: Village Del Mar Development Group, L.L.C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability location sketch DRILLER: J. Cooper ELEVATION: - DRILL RIG: Simco DATE STARTED: 10 -18 -02 DEPTH TO WATER: 4.5' DATE COMPLETED: 10 -18 -02 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 1 2 3 _ 4 — 5 —' 6 — 7 — 8 - 12 13 — 14 — 15— 16 — 17— 18 — 19— 20 — 21 — 22 — 23—� 24 — 25 — 26 — 27 — 28 — 29 — 30 — 31 — 32 — 33 — I r�rrr.r wl•• sri [OIO :iOQI NOMiO] WO o7invl M o=Mal 1411114 .1.1 rlrrr.r newnwmem MWOMMMVI MMWMMI YOZW.1 MINIM M.1 IIMIMMMAdmed MMIPWRI muncamm mruurvo WOMWMFM MIWWWWWW 4 5 5 5 5 9 8 6 2 1 1 5 5 6 10 8 7 10 10 12 6 5 7 7 7 8 8 10 Gray SAND with some fragmented limestone (fill) Brown silica SAND Tan SANDY LIMESILT Tan LIMESTONE with trace limesand Boring terminated at 15.0' 1 2 3 4 5 6 7 8 0.0 -2.0 2.0 -4.0 4.0 -5.5 5.5 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 10 17 2 16 20 12 16 N -value CURVE 10 30 50 70 90 • This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 144th Street, Miami, FL 33181 • (305 944-3401 800 345 Of WINGERTER LABORATORIES, INC. Page A -5 WINGERTER LABORATORIES INC. Professional Engineering fa Testing TEST BORING LOG BORING NO.: B -4 CLIENT: Village Del Mar Development Group, L.L. C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability location sketch DRILLER: J. Cooper ELEVATION: - DRILL RIG: Simco DATE STARTED: 10 -18-02 DEPTH TO WATER: 4.5' DATE COMPLETED: 10 -18 -02 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL 0 — 1 2 — 3 _ 4 — 5 _ 6 — 7 _ 8 — 9 10 — 11 — 12 — 13 — 14 — 15 — 16 17 — 18 — 19 — 20 — 21— 22 — 23 24 — 25 26 — 27 — 28 — 29 — 30 31 — 32 — 33 — 4 6 8 7 4 2 3 4 2 1 1 3 4 2 3 5 8 12 14 17 12 10 12 17 Q10 8 12 12 Gray SAND with some fragmented limestone (fill) Dark brown silica SAND Dark tan silica SAND Tan to brown silica SAND and LIMESTONE Tan to light gray LIMESTONE with trace limesand Boring terminated at 15.0' 1 2 3 4 5 6 7 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0-10.0 10.0 -12.0 13.0 -15.0 14 5 2 5 26 22 20 N -value CURVE 10 30 50 70 90 t This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. 144th Street,* North Miami, FL 33181 (305) 944-3401 1- 800 -345 -SOIL WINGERTER LABORATORIES, INC. Page A -6 • • W1NGERTER RIES INC. TEST BORING LOG BORING NO.: B -5 Professional Engineering & Testing CLIENT: Village Del Mar Development Group, L.L. C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability location sketch DRILLER: J. Cooper ELEVATION: - DRILL RIG: Simco DATE STARTED: 10 -21 -02 DEPTH TO WATER: 5.0' DATE COMPLETED: 10 -21 -02 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 1 — 2 — 3 — 4 — 5 6 — 7 — 8 — 9 — 10 — 11 — 12 — 13 — 14- 15 — 16 — 17 — 18 — 19 — 20 21 — 22 — 23 — 24 — 25 26 27 28 — 29 — 30 — 31 — 32 — 33 — Ai Ai ighlTIA lit ad4 vaoo¢a GMMIMUW Waruwr innwrirsw MOOMMOMI MOMMMM MMMWTM a.rvozo .MMMMM WYrVYr MMooMMM MI OMMM M MWMORWM ncroozo osom MACIUMM Y6MM Yl ++nnnrrw McwnMIn a.00Mo MMUMMOU MIrMM MN Qiooiti uocou. �sar�wr 2 1 2 3 5 3 2 1 2 1 2 1 6 7 12 15 5 5 7 9 7 6 6 6 7 10 8 Dark brown silica SAND with trace fragmented limestone (fill) with trace roots Dark tan to light brown LIMESTONE and LIMESAND Dark tan to light brown LIMESTONE and SILTY LIMESAND Tan LIMESTONE with trace limesand Boring terminated at 15.0' 1 2 3 4 5 6 7 0.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 3 5 3 19 12 12 19 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 N.E. (305) 944 -3401 1-800, -345-SOIL - Miami, FL 33181 S (30 WINGERTER LABORATORIES, INC. Page A -7 • • WINGERTER tamoemamnam Professional Engineering & Testing TEST BORING LOG BORING NO.: B -6 CLIENT: Village Del Mar Development Group, L.L. C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability location sketch DRILLER: J. Cooper ELEVATION: - DRILL RIG: Simco DATE STARTED: 10 -21 -02 DEPTH TO WATER: 5.5' DATE COMPLETED: 10 -21 -02 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 4 _ 12 10 6 5 4 1 1 2 2 3 7 10 10 5 6 6 6 9 9 10 6 8 10 7 ...Black SAND and ROOTS (topsoil) Tan LIMESAND and fragmented '..LIMESTONE (fill) Tan to gray LIMESAND and fragmented LIMESTONE (fill) Dark tan to light brown SILT and LIMESTONE Tan to light gray LIMESTONE with trace limesand Boring terminated at 15.0' 2 3 4 5 6 7 8 0.0 -0.5 0.5 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 30 9 3 10 11 18 18 N -value CURVE 10 30 50 70 90 a This information pertains only to this boring and should not be interpreted as being indicative of the site. 1820 944-3 01h 1-800-345-SOIL Miami, FL 33181 WINGERTER LABORATORIES, INC. • Page A -8 Nat WINGERTER LABORATORIES BM Professional Engineering 8c Testing TEST BORING LOG CLIENT: Village Del Mar Development Group, L.L.C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability DRILLER: J. Cooper DRILL RIG: Simco DEPTH TO WATER: 5.5' BORING NO.: B -7 location sketch ELEVATION: - DATE STARTED: 10 -21 -02 DATE COMPLETED: 10 -21 -02 DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL N 0 — 1- 2 — 3 — 4-- 5 — 6 — 7 — 8 — 9 — 10 13 — 14 — 15 — 16 17 — 18 — 19 20 — 21 — 22 — 23 — 24 — 25 — 26 — 27 28 — 29 — 30 — 31 — 32 33 �• i.i.i gaV bdiSdb -Il .4.1.11411.01 !SMO'ozo v Z•2o¢o iiYH4ilr AM.rn.r1 T•■nR• ileum a.00io YYY_YYI .rrurrrH 1..H•I.H .00—Q aroo =v LIaoc vzoo L �o .1.11.11W1.1 '- nwnrrn rinr.or.rt R .nz asooaa iirurru 1..HMI.H nn•nwl 1s.00zo ><o>al vir]p60 r Xr ^salr - n --I—n rr.mr•r l n tciffItiri 3 7 6 3 5 2 4 8 7 5 6 10 7 10 10 10 1•2 10 8 5 7 8 8 8 7 9 s Dark tan to brown silica SAND with trace '..roots ...Tan LIMESTONE and LIMESAND Light brown LIMESTONE and SILTY LIMESAND Tan LIMESTONE with trace limesand Boring terminated at 15.0' 1 2 3 4 5 6 7 8 0.0 -1.0 1.0 -2.0 2.0 -4.0 4.0 -6.0 6.0 -8.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 10 7 12 17 22 15 16 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. reet 3o i N944-3401 .E. 144th 944 -3401h 1t800 -3 5 SOIMiami, FL 33181 WINGERTER LABORATORIES, INC. Page A -9 • • • Symbol Description Soil symbols >•� ;4i Ili Ai ,it* r y•7 v is is :> ; LEGEND Sand with trace fragmented limestone and organics Sand with some to trace limestone Sand Limestone with some to trace sand Sandy limesilt Fragmented limestone and sand Fragmented limestone and sand with some to trace silt Sand with some to trace organics Sily and limestone Misc. Symbols Water table at boring completion Soil Samplers 0 Standard penetration test 1820 N.E. 144th • (305) 944-3401 1-800-345-SOIL Street Miami, FL 33181 0 WINGERTER LABORATORIES, INC. Page A -10 r APPENDIX B SOIL PERMEABILITY TEST REPORTS No. 1 REPORT: CLIENT: PROJECT: PROJECT LOCATION: TEST LOCATION: REPORTED TO: WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144th Street, North Miami, FL 33181 Telephone (305) 944 -3401 - Fax. No. 949 -8698 10 -2402 ko Lab. No. 391 SOIL PERMEABILITY TEST S.F.W.M.DJD.O.T. PERCOLATION EXFILTRATION USUAL CONDITION TEST METHOD Village Del Mar Development Group, L.L.C. Proposed Townhouses & Condominiums Biscayne Blvd. & N.E. 105th Street, Miami Shores, Florida As shown on boring & soil permeability location sketch Village Del Mar Development Group, L.L.C. 1655 N.E. 15t Street - Suite 12 Miami, Florida 33181- Attn: Brian Scheinblum DATE: 10 -18 -02 TEST NO: P -1 Permeability test was performed by initially drilling the test hole to a depth of 15 feet. Water was added to the test hole at an average stabilized rate of 0.3 gallons per minute (gpm) for a period of 45 minutes in order to maintain a constant head at the ground surface level. Test hole was subsequently redrilled to a depth of 20 feet and test was repeated, but no apparent improvement in the permeability rate was observed. The Hydraulic Conductivity was calculated as follows: Q = Average Stabilized Rate: 0.3 gpm H = Depth to Ground Water Level: 7.0 ft. Ds = Saturated Depth: 8.0 ft. d = Diameter of Test Hole: 6 in. K = Hydraulic Conductivity = 4Q Depth nd(2H2 + 4HDs +dH) = 5.2 x 10-6 cfs /ft 2 per ft. of head SUBSURFACE DATA Soil Description 0' -2' Gray SAND with some fragmented LIMESTONE 2' -6' Tan silica SAND 6-20' Tan LIMESTONE with trace limesand Field Tech: JCI F No. 2 REPORT: CLIENT: PROJECT: PROJECT LOCATION: TEST LOCATION: REPORTED TO: WINGERTER LABORATORIES, INC. Engineering Testing & T *spection Services 1820 NE 144th Street, North Miami, FL 33181 Telephone (305) 944 -3401 - Fax. No. 949 -8698 10 -24 -02 ko Lab. No. 392 SOIL PERMEABILITY TEST S.F.W.M.D./D.O.T. PERCOLATION EXFILTRATION USUAL CONDITION TEST METHOD Village Del Mar Development Group, L.L.C. Proposed Townhouses & Condominiums Biscayne Blvd. & N.E. 105th Street, Miami Shores, Florida As shown on boring & soil permeability location sketch Village Del Mar Development Group, L.L.C. 1655 N.E. 15th Street - Suite 12 Miami, Florida 33181- Attn: Brian Scheinblum DATE: 10-21-02 TEST NO: P -2 Permeability test was performed by initially drilling the test hole to a depth of 15 feet. Water was added to the test hole at an average stabilized rate of 0.3 gallons per minute (gpm) for a period of 45 minutes in order to maintain a constant head at the ground surface level. Test hole was subsequently redrilled to a depth of 20 feet and test was repeated, but no apparent improvement in the permeability rate was observed. The Hydraulic Conductivity was calculated as follows: Q = Average Stabilized Rate: 0.3 gpm H = Depth to Ground Water Level: 5.5 ft. Ds = Saturated Depth: 9.5 ft. d = Diameter of Test Hole: 6 in. K = Hydraulic Conductivity = 4Q Depth 0' -2' 2'-4' 4' -20' rd(2H2 + 4HDs +dH) = 6.2 x 10-6 cfs /ft 2 per ft. of head SUBSURFACE DATA Soil Description Gray SAND with some fragmented LIMESTONE Tan silty SAND and LIMESTONE Tan LIMESTONE with trace limesand Field Tech: JC/1VIF Page: B -2 • APPENDIX C TEST LOCATION MAP & SKETCH SITE LOCATION MAP PREPARED BY: �A—z, DATE: ,./2,02 VOWINGERTER LABORATORIES INC. i Drawer L. North Miami. Florida 3326 1 -1 529 Village Del Mar Development Group, L.L.C. Proposed Townhouses & Condominiums Biscayne Blvd. & NE 105 Street, Miami Shores, FL Page: C -1 11 i:^7 '�° ` 9Q9 11 al -.tz I t e e'' ° i rr I ;�.yi. NE � r �� ®Iii! ITi3L.. IR�C'•i m r1.a er' 1 a - o NE m ME i l Ta' 1 St 'I • ti � EMVAMERIFEMIIIINIM F1 W , / Ter? t 1 MU FRIEBEFRENEVAPECEFlril. 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L ' t.� ` 1 1 I I, `tS7 .:t mil Mf #�A1 ..' z a a c / ,` NE NE 1 1 T ^5 4 NE1 4, 5�) • y 5 / ®i ©1: YNE a4Y- S SEAPMNEBASG- :. t, I —M�}E�E.�,, . $! «y ) li yv���� ,t, � � �..+ NE ' d' -"fi° ' _,,•-= * � .a' gGU>Eae, - . c , 'ii N�fO�tli� >St o u,d `iii 1 m Mia i r th Ar SITE' c Shor tellial, ...L - Go! Co rseiS..1 �• _ 110214#112 Pkr: M aUEHOUSE •.ot 0 `"s; -+"'% � •� Y. A Thimai PREPARED BY: �A—z, DATE: ,./2,02 VOWINGERTER LABORATORIES INC. i Drawer L. North Miami. Florida 3326 1 -1 529 Village Del Mar Development Group, L.L.C. Proposed Townhouses & Condominiums Biscayne Blvd. & NE 105 Street, Miami Shores, FL Page: C -1 SOIL BORING AND SOIL PERMEARH,ITY TEST LOCATION SKETCH z- -11I•■- ISOIL PERMEABILITY TEST LOCATION SOIL BORING TEST LOCATION PREPARED BY: • DATE: lc. jay %® Village Del Mar Development Group, L.L.C. Proposed Townhouses & Condominiums Biscayne Blvd. & NE 105 Street, Miami Shores, FL Page: C -2 Project: 14 UNIT CONDOMINUM at VILLAGE DEL MAR NW Corner of Biscayne Blvd. & NE 105th. Street Miami Shores, Florida Project No.: 021180 Architect: Roger Piper Architect, Inc. Date: 8/15/2003 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 NORTH MIAMI,. FLORIDA 33181 PHONE NO. (305) 891 -5049 FAX. NO. (305) 891 -0504 EB NUMBER: 0007488 PE NO. 35460 DESIGNED BY: ALIAKBAR ARBAB FL RE. NO. 35460 • ► ARBAD ENGINEERING, INC. 1 of rZi/ 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER ROGER PIPER ARCHITEC, INC. JOB NUMBER VLLLAGE DEL MAR MIAMI SHORES(„3 /rotz. (1 DESCRIPTION : WIND LOAD WALL PAGE1 J .ti WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt _ GUST FACTOR = BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z = ROOF SLOPE _ WALL WIND LOADS * ** DESIGN WIND LOADS _ ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** 146 MPH C 2 1.00 1.00 0.85 NORMAL TO WIND DIRECTION = 185.7 FT PARALLEL TO WIND DIRECTION = 64.0 FT 31.6 FT Kh = 0.993 31.6 FT Kz = 0.993 0.00 : 12 (.00 DEG) WINDWARD WALL : Cp = 0.80 P = 27.1 PSF, GCpi = 0.18 P = 46.6 PSF, GCpi = -0.18 . Cp = -0.50 P = -32.8 PSF, GCpi = 0.18 P = -13.3 PSF, GCpi = -0.18 SIDE WALLS : Cp = -0.70 P = -42.0 PSF, GCpi = 0.18 P = =22.5 PSF, GCpi = -0.18 LEEWARD WALL DATE : 6/19/03 qh = 54.2 'SF qz = 54.2 PSF Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. ARBAD ENGINEERING, INC. /2.4.1 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ROGER PIPER ARCHITEC, INC 411 JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES DESCRIPTION : WIND LOAD ROOF PAGE2 DATE 8/18/03 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** WIND VELOCITY EXPOSURE CATEGORY = C BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt _ GUST FACTOR = = 146 MPH BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z = ROOF SLOPE _ ROOF WIND LOADS 2 1.00 1.00 0.85 NORMAL TO WIND DIRECTION = 185.7 FT PARALLEL TO WIND DIRECTION = 64.0 FT 31.6 FT Kh = 0.993 31.6 FT Kz = 0.993 0.00 : 12 (.00 DEG) NORMAL / PARALLEL TO RIDGE - HORIZ. DISTANCE FROM WINDWARD EDGE qh = 54.2 PSF qz = 54.2 PSF 0 TO H/2 : Cp = -0.90 P = -51.2 PSF; GCpi = 0.18 P = -31.7 PSF, GCpi = -0.18 H/2 TO H : Cp = -0.90 P = -51.2 PSF, GCpi = 0.18 P = -31.7 PSF, GCpi = -0.18 H TO 2H : Cp = -0.50 P = -32.8 PSF, GCpi = 0.18 P = -13.3 PSF, GCpi = -0.18 : Cp = -0.30 P = -23.6 PSF, GCpi = 0.18 P = -4.1 PSF, GCpi = -0.18 > 2H Some of the above values may be reduced due to the. applicable area. Refer to ASCE 7 -98 Figure 6 -3. Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. ARBAD ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, (a, lorida g. Tampa, Florida CUSTOMER : ROGER PIPER ARCHITEC,.INC JOB NUMBER : VLLLAGE DEL MAR, MIAMI SHORES DESCRIPTION : WIND LOAD ROOF PAGE3 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 0.00 : 12 (.00 DEG) TRIBUTARY AREA = 10596.0 FT2 MEAN ROOF HEIGHT = 31.6 FT DISTANCE, Z = 31.6 FT Kh = 0.993 Kz = 0.993 * * * DATE : 8/18/03 qh = 54.2 PSF qz = 54.2 PSF GABLE /HIP ROOF WIND LOADS 1 ROOF AREA 2 3 GCp ( +) 0.200 0.200 0.200 GCp ( -) PRESSURE (psf ) VERT. COMP. HORIZ. COMP. SUCTION (psf) VERT. COMP. HORIZ. COMP. -0.900 -1.100 -1.100 20.6 20.6 0.0 -58.5 -58.5 0.0 20.6 20.6 0.0 -69.3 -69.3 0.0 20.6 20.6 0.0 -69.3 -69.3 0.0 a 2 1 a 2 P = gh[(GCp) - (GCpi)] GCp1 = ± 0.18 BUILDING WIDTH = 64.0 FT CORNER DISTANCE, a = 6.4 FT ARBAD ENGINEERING, INC.. 6.1- 1Z 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : ROGER PIPER ARCHITEC, INC 411 JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES DESCRIPTION : WIND LOAD WALL PAGE4 DATE : 8/18/03 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 ICzt = 1.00 ROOF SLOPE = 0.00 : 12 (.00 DEG) TRIBUTARY AREA = 10596.0 FT2 MEAN ROOF HEIGHT = 31.6 FT DISTANCE, Z = 31.6 FT GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) Kh = 0.993 Kz = 0.993 WIND LOADS WALL AREA 4 0.630 -0.720 43.9 -48.8 a 5 0.630 -0.720 4 43.9 -48.8 b * ** qh = 54.2 PSF qz = 54.2 PSF P = gh((GCp) - (GCpi)7 GCpi = ± 0.18 BUILDING WIDTH = 64.0 FT CORNER DISTANCE, a = 6.4 FT • ARBAD ENGINEERING, INC. S oI /Zi/ 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER: ROGER PIPER ARCHITEC, INC JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES DESCRIPTION : WINDON A FIRST FLOOR DATE : 6 /19/03 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 0.00 : 12 (.00 DEG) TRIBUTARY AREA = 7.0 FT2 MEAN ROOF HEIGHT = 31.6 FT � DISTANCE, Z •= 0.993 qh = 54.2 P{SF 7.5 FT Kz = 0.849 qz = 46.3 PSO WIND LOADS WALL AREA 4 5 GCp ( +) 0.900 0.900 GCp (-) -0.990 -1.260 PRESSURE 58.5 58.5 (psf) SUCTION -63.4 -78.0 (psf) a 4 b P = qh f (GCp) - (G :pi) l GCpi. = t 0.18 BUILDING WIDTH = 64.0 FT CORNER DISTANCE, * = 6.4 FT ARBAD ENGINEERING, INC. ¢r - /z £7/ 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 40 CUSTOMER : ROGER PIPER ARCHITEC, INC JOB NUMBER : VLLLAGE DEL MAR. MIAMI SHORES DESCRIPTION : WINDON B FIRST FLOOR WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z • * ** DESIGN WIND.LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** = 146 MPH = C = 2 = 1.00 = 1.00 = 0.00 : 12 (.00 DEG) = 10.5 FT2 = 31.6 FT = 7.5 FT GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) Kh = 0.993 Kz = 0.849 WIND LOADS WALL AREA 4 0.897 -0.987 58.3 -63.2 5 0.897 -1.253 58.3 -77.6 a b DATE : 6/19/03 qh = 54.2 PSF qz = 46.3 P5' P = qh [ (GCp) - (Gtpi) GCpi = f 0.18 BUILDING WIDTH .= 64.0 FT CORNER DISTANCE, = 6.4 FT ARBAD ENGINEERING, INC. i o4=/2_41 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, (a, lorida g, Tampa, Florida CUSTOMER : ROGER PIPER ARCHITEC, INC 0 JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES DESCRIPTION : WINDON D FIRST FLOOR * ** DESIGN WIND LOADS - ASCE 7 -98 * ** WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z • * ** COMPONENTS AND CLADDING = 146 MPH C = 2 = 1.00 = 1.00 = 0.00 : 12 (.00 DEG) = 12.0 FT2 = 31.6 FT = 8.0 FT GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) Kh = 0.993 Kz = 0.849 WIND LOADS WALL AREA 4 0.887 - 0.977 57.8 -62.7 5 0.887 -1.235 57.8 -76.6 a 4 b * ** DATE : 6/20/03 qh = 54.2 PSF qz = 46.3 PSF P = gh[(GCp) - (Gcpi)] GCpi = t 0.18 BUILDING WIDTH = 64.0 FT CORNER DISTANCE, 4 = 6.4 FT ARBAD ENGINEERING, INC. $ a-F �ZCI 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, P.A. Tampa, 05Florida4g CUSTOMER : ROGER PIPER ARCHITEC, INC 41) JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES DESCRIPTION : DOOR 1 FIRST FLOOR WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING = 146 MPH C = 2 = 1.00 = 1.00 = 0.00 : 12 (.00 DEG) = 39.0 FT2 = 31.6 FT = 7.5 FT GCp ( +) GCp ( -) PRESSURE (psf ) SUCTION (psf) Kh = 0.993 Kz = 0.849 WIND LOADS WALL AREA 4 0.806 -0.896 53.4 -58.3 5 0.806 -1.072 4 53.4 -67.8 * * * DATE : 6/19/03 qh = 54.2 POF qz = 46.3 PSG' P = gh [ (GCp) - (GOpi) ] GCpi = ± 0.18 BUILDING WIDTH = 64.0 FT CORNER DISTANCE, 4 = 6.4 FT ARBAD ENGINEERING, INC. 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 (305)891 -5049 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 411 CUSTOMER : ROGER PIPER ARCHITEC, INC JOB NUMBER VLLLAGE DEL MAR MIAMI SHORES DESCRIPTION : WINDON A SECOND FLOOR *** DESIGN WIND LOADS - ASCE 7 -9$ * ** 9 04 WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt ROOF SLOPE TRIBUTARY ARRA MEAN ROOF HEIGHT DISTANCE, Z * ** COMPONENTS AND CLADDING 146 MPH C 2 1.00 1.00 = 0.00 : 12 = 7.0 FT2 = 31.6 FT = 17.3 FT GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) (.00 DEG) Kh = 0.993 Kz = 0.874 WIND LOADS WALL AREA 4 0.900 -0.990 58.5 -63.4 0.900 -1.260 58.5 -78.0 a 4 b * * * 1 2-4( DATE : 6/19/03 qh = 54.2 P$F qz = 47.7 PSF P = qh [ (GCp) - (G4:pi) ] GCpi = ± 0.18 BUILDING WIDTH : = 64.0 FT CORNER DISTANCE, a = 6.4 FT ARBAD ENGINEERING, INC. to oeF-' /z-41 11.900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, P.A. Tampa05Florida49 CUSTOMER : ROGER PIPER ARCHITEC, INC 411JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES DESCRIPTION WINDON B SECOND FLOOR * ** DESIGN WIND LOADS ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 0.00 : 12 (.00 DEG) TRIBUTARY AREA = 10.5 FT2 MEAN ROOF HEIGHT = 31.6 FT DISTANCE, Z = 17.3 FT • GCp ( +) GCp ( -) PRESSURE (psf) SUCTION (psf) Kh = 0.993 Kz = 0.874 WIND LOADS WALL AREA 4 0.897 -0.987 58.3 -63.2 a 5 0.897 -1.253 4 58.3 -77.6 b DATE : 6/19/03 qh = 54.2 PSF qz = 47.7 PSF P = gh[(Gcp) - (G pi)] GCpi = ± 0.18 BUILDING WIDTH 64.0 FT CORNER DISTANCE, 4 = 6.4 FT 11900 BISCAYNE BLVD. A#R5.B08 NORTH MIAMI, FL 33181 % °� Z Copyright 2000 by Tondelli Engineering, .A. (305)891-5049 l ida g Tampa, Florida CUSTOMER : ROGER PIPER ARCHITEC, INC DOB NUMBER VWINDON DELSEMA'OR MIAMI SHORES FLOOR DATE : 6/19/03 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA = 0.00 : 12 (.00 DEG) MEAN ROOF HEIGHT = 31.6 FT Kh = 0.993 DISTANCE, Z = 17.3 FT Kz = 0.874 WIND LOADS WALL AREA 4 5 GCp ( +) 0.854 0.854 GCp ( -) -0.944 -1.168 PRESSURE 56.0 56.0 (pelf) SUCTION -60.9 -73.0 (psf) a 4 b qh = 54.2 P$F qz = 47.7 P F P = qh f (GCp) - (GC$pi) l GCpi = # 0.18 BUILDING WIDTH = 64.0 FT CORNER DISTANCE, a. = 6.4 FT ARBAD ENGINEERING, INC. 1 Z ®.-F I Z L( 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, .A. (a, lorida49 g Tampa, Florida CUSTOMER ROGER PIPER ARCHITEC, INC •JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES DESCRIPTION : DOOR' SECOND FLOOR DATE 6/19/03 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.Q0 Kzt = 1.00 * * * ROOF SLOPE TRIBUTARY AREA = 3 . 0 : 12 (.00 DEG) MEAN ROOF HEIGHT 3. FT2 DISTANCE, Z = 31.6 6 FT Kh = 0.993 qh = 54.2 P F = 17.3 FT Kz = 0.874 qz = 47.7 P F WIND LOADS WALL AREA 4 5 GCp ( +) 0.806 0.806 GCp ( -) -0.896 -1.072 PRESSURE 53.4 53.4 (psf) SUCTION -58,3 -67.8 (pal!) a 4 b P = ghf(GCp) (GCpi)] GCpi = f 0.18 BUILDING WIDTH ' = 64.0 FT CORNER DISTANCE, a� = 6.4 FT • 11900 0 0 BISCAYNE $L� . ARBAD ENGINEERING, INC. /1 04' a.-14 #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, .A. Xa, lori a g Tampa, Florida CUSTOMER : ROGER PIPER ARCHITEC, INC 410JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES DESCRIPTION : DOOR 2 SECOND FLOOR DATE : 6/19/03 * ** DE31GN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 ICzt 1.00 ROOF SLOPE TRIBUTARY AREA = 2..0 : 12 (.00 DEG) MEAN ROOF HEIGHT _ 26'0 FT2 DISTANCE, Z = 31.6 FT Kh = 0.993 = 17.3 FT Kz = 0.874 WIND LOADS WALL AREA 4 5 GCp ( +) 0.834 0.834 GCp ( -) -0.924 -1.128 PRESSURE 54.9 54.9 (psf) SUCTION -59,8 -70.9 (psf) a b qh = 54.2 P$F qz = 47.7 P$F P = gh[(GCp) - (GCti)l GCp- = t 0.18 BUILDING WIDTH = 64.0 FT CORNER DISTANCE, al= 6.4 FT 11900 BISCA ``D ENGINEERING, INC. /11 eW /2.1.t YNE BLVD. #508 NORTH MIAMI, FL 33181 q9 Copyright 2000 by Tondelli Engineering, a P.A. PA Tampaa, , Florida CUSTOMER : ROGER PIPER ARCHITEC, INC JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES 410DESCRIPTION : WINDOW A THIRD FLOOR DATE 6/19/03 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA _= 7.0 FT2 0.00 : 12 (.00 DEG) MEAN ROOF HEIGHT = 7.0 DISTANCE, Z = 31.6 FT Kh 0.993 26.9 FT Kz = 0.96 • GCp (+) GCp ( -) PRESSURE (psf) WIND LOADS WALL AREA 4 5 0.900 0.900 -0.990 1.260 58.5, 58.5 SUCTION -63.4 ✓ -78.0 (psf) 4 b qh = 54.2 PF qz = 52.4 PS P = gh[(GCp) - (GCli)] GCpi = t 0.18 BUILDING WIDTH CORNER DISTANCE, a = 64.0 FT = 6.4 FT 11900 BISCAYNE BLVD. ARBAD ENGINEERING, INC. BLVD. �� °� d� #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, (305)891-5049 CUSTOMER g P.A. Tampa, Florida ROGER PIPER ARCHITEC, INC •JOBCI NUMBER VLLLAGE DEL MAR MIAMI SHORES : WINDOW B THIRD FLOOR DATE 6/19/03 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY _ EXPOSURE CATEGORY = 146 MPH BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 0.00 : 12 TRIBUTARY AREA __ (.00 DEG) MEAN ROOF HEIGHT 31.6 FT2 = DISTANCE, Z : 26. FT = 26.9 FT • Kh = 0.993 Kz = 0.96 qh = 54.2 P$F qz = 52.4 PSG' P = qh [ (GCp) - (G GCpi = f 0.18 i)l BUILDING WIDTH = 64.0 FT CORNER DISTANCE, al= 6.4 FT 11900 BISCAYNE BLVD. ARBAD ENGINEERING, INC. 16' r.�.� / Z c1 Copyright NE by #508 NORTH MIAMI, FL 33181 y Tondelli Engineering, P.A. (3, lor;da CUSTOMER : ROGER PIPER Tampa, Florida JOB NUMBER VLLLAGE DELRCHIT_EC, INC •DESCRIPTION i'�LLAGE C MAR MIAMI SHORES TRIRD FLOOR DATE 6/19/03 * * * DES/ON WIND LOADS ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA = 1.00 : 12 (.00 DEG) MEAN ROOF HEIGHT 19'6 FT2 DISTANCE, Z = 21.9 FT = 26.9 FT • Kh = 0.993 Kz = 0.96 qh = 54.2 PF qz = 52.4 PS GCpiq= [ ±Gp 18 (GC�i) l BUILDING WIDTH = 64.0 FT CORNER DISTANCE, a(_ 6.4 FT 11900 BI SCAYNE BLVD .`D ENGINEERING, INC. i -7 e►c 1 Z L( #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, a, FloCUSTOMER � P.A. P•A• Tampa, da : ROGER PIPER ARCHITEC, INC JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES II1DESCRIPTION : DOOR 1 THIRD FLOOR DATE 6/19/03 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * * * "—ROOF—SLOPE— TRIBUTARY AREA _= 0.00 : 12 (.00 DEG) 39'0 FT2 = MEAN ROOF HEIGHT DISTANCE, Z 31.6 FT Kh = 0.993 K 26.9 FT z = 0.96 qh 54.2 PF • WIND LOADS WALL AREA 4 5 GCp (+) 0.806 0.806 GCp ( -) -0.896 -1.072 PRESSURE 53.4 53.4 (psf) SUCTION -58,3 -67.8 (psf) a 4 b qz = 52.4 PS P = qh [ (GCp) - (Gdpi) l GCpi = ± 0.18 i BUILDING WIDTH = 64.0 FT CORNER DISTANCE, al = 6.4 FT ARBAD ENGINEERING, INC. ®` 1 Z �! F 11900 BISCAYNE BLVD. #508 NORTH MIAMI, FL 33181 Copyright 2000 by Tondelli Engineering, , lorida49 9' P.A. PA Tampa, Florida CUSTOMER : ROGER PIPER ARCHITEC, INC .JOB NUMBER : VLLLAGE DEL MAR MIAMI SHORES DESCRIPTION : DOOR 2 TRIRD FLOOR DATE 6/19/03 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE TRIBUTARY AREA 0.00 : 12 (.00 DEG) MEAN ROOF HEIGHT 26.0 FT2 DISTANCE, Z = 31.6 FT Kh = 0.993 26.9 FT qh = 54.2 PSF Kz = 0.96 WIND LOADS WALL AREA 4 5 GCp ( +) 0.834 0.834 GCp ( -) - 0.924 - 1.128 PRESSURE 54.9 54.9 (psf) SUCTION -59.8 -70.9 (psf) a 4 b qz = 52.4 PSG' P = gh [ (GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 64.0 FT CORNER DISTANCE, a = 6.4 FT Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/23/2006 Inspector: Devaney, Michael Owner: Del Mar, Village Job Address: 1200 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: SANSON ELECTRICAL PLUS INC Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number 305 - 758 -8193 Parcel Number 1122320270110 Lot: Phone: 305-443 -8808 Building Department Comments Wednesday, March 22, 2006 Page 1 of 2 Passed / Inspector Comments peA,„,e /9'./.6r,t P //6/1" p Woo,i2/2-1-1-11-"-7-- _ cl/ff G, , /" Failed Correction Needed J �S Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, March 22, 2006 Page 1 of 2 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 EL2004 -253 Imported Permit Project: <NONE> Owner: Village Del Mar Phone: 305 - 758 -8193 Job Address: 1200 105 Street NE Parcel: 1122320270110 Miami Shores Village, FL 33138- Block: Lot: Scheduled Insp # Inspection Tyne 12/09/2004 INSP2004 -4895 Electrical Inspection Status Inspector Date Completed APPROVED None None partial approval 3 units on east side of 2nd floor ok. 3rd floor hallway ok 03/15/2005 INSP2005 -977 Electrical APPROVED None None 2ND FLOOR SLAB OK 04/28/2005 INSP2005 -1764 Electrical APPROVED None None SLAB AND ROUGH 06/07/2005 INSP2005 -2370 Electrical APPROVED None None ROOF DECK OK 08/16/2005 INSP2005 -3460 Electrical APPROVED None None partial approval 3 units on east side of 2nd floor ok. 3rd floor hallway ok 08/17/2005 INSP2005 -3512 Electrical APPROVED None None lobby only 08/23/2005 INSP2005 -3561 Electrical DENIED None None SLAB AND ROUGH 09/07/2005 INSP2005 -3808 Electrical APPROVED None None rough ducts 2 & 3 11/17/2005 INSP2005 -4673 Electrical APPROVED None None lobby only 03/09/2006 INSP -11688 Electrical DENIED please state what inspection this is ? ARC FAULT PROTECTION OF BEDROOM CHECK GFI PROTECTED REC IN KITCHEN 12/9/2004 3/15/2005 4/28/2005 6/7/2005 8/16/2005 8/17/2005 8/23/2005 9/7/2005 11/17/2005 Michael Devaney 3/9/2006 03/23/2006 INSP -12955 Final Pending Inspection Michael Devaney Not Complete Wednesday, March 22, 2006 Page 1 of 2 SEP 0 3 2003 6------ PERMIT APPLICATION Master Permit No. 'mE t3-CO - I C l Subsidiary Permit No. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the pro y owner and q au. lifter Both signatures must be notarize Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application, with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Address Apt Folio Number Lot Block Subdivision PB PG Current Use of Property /.IDEek.T` , Proposed Use of Property E Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other City State Description of Work E061° C/ ��� Ottr ��y� '#' Zoning Linear Feet Square Feet Units Floors Value of Work/ Zip ltd Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) . Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name Address Iklep . + e PROPERTY OWNER Name 3' c /fGidA',/2. rz J 6 .L e—yer Address 3z 9 J6 / /L r .m /Sm-i 2/7-e 6 ° Home Telephone ��6 _— e, 75 !al 9 Business Telephone Fax )2 TYPE OF MANAGEMENT (✓ ) New Construction License No. d �/ Enclosure Teleph96 _ t 4,_6 / Fax Alteration Exterior Repair )2 Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other CONTRACTOR Name R E ,g, 4/N de/vo_.----/x)(-- License No. d �/ , Address 73§7? Via 7 "R" Teleph96 _ t 4,_6 / Fax Qualifier Name Rl a) Aet/E7TC-- ia so ,00 c .� Page„2 tia PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6 ::00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERIVE) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is pp required for applications involving sewers. • • AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. • WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 14 Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. . STATE OF FLORIDA, CO OF MIAMI -DADE (17(1.- 1-- Signature Signature otwner 0 L64 Print Name Sworn to gnd subscribed before me this day of C2®° • Signature�tary Public - to SEAL: Personally known Type of Identification Produced: Pb r 5`r0 (� /AD. CP Identification Produced: 0 Florida ST : • • �'10; it -/�� -DADE Print Name S 001 • and subscribed before me this, day o �•1G Signature of Notary Pu SEAL: PATRICIA S. HANEY MY COMMISSION # CC 979589 EXPIRES: Dec 7, 2004 1.eaoa•NOTARY R. Notary Service & Bonding, Inc. Personally known OR, Produced Identification PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPI; Minimum Fee QT.'. TVPI; Dryer QTV. TVPI•, Outlet, Appliance Q I I. I•} PI., Service Repair Q I.1, A/C Central 1 -3 Ton A/C Central, Tons Fan Cooling Tower Outlet, Wall Heating Strips, each Service, Temporary Vent Hood, Cost. A/C Central 4-7 Ton A/C Wall/Win. Tons Fire Pump Dryer Vents, Number of Outlet, Switch Paint Booth. Signs Ventilation, Cost A/C Central 8-15 Ton Mr Handier, Tons Fixture - Fluorescent Ductwork, Cost of Oven Piping, Flammable Liquid Space Heater (kw) Periodic inspections A/C Central 16-20 Ton Barbecue Fixture Light _ Fire Sprinkler System. Parking Lot Lights Process/Pressure Piping Spas/Hot Tabs A/C Central 20+ Ton Bath Fan - Vented, # Flood Lights Fireplaces, Number of Plugmold/Strip • Pressure Vessel Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Di&posai Range/Range Top Dental Chair Swim Pool, Residential Grease Tra Chiller Pum : Sprinkler Generators, etc. U t ' -Sewer Receptacles Disch < ; e Well Switchboards Ice Maker Clear Violations Pum s Sum s Heat Recovery Utili • - Water Refrigerator, Comm. (p/PH) Dishwasher Temp Serv., Construction Indirect Wastes Compactor Relay Repair Low -volt, Burglar Vacuum Pump Refrigerator, Domestic Disposal Temp for Test - 30 days Interceptor Deep Freezer Roof Inlet Low -volt, Fire Water Closet Renew - Temp Service Domestic Well Laundry Tray Demolition Septic Connection Low -volt, Intercom/Teleph. Water Heater Repair Circuits Draintield, 4" Tile/Res. Lavatory Dishwasher Septic Tank Low -volt, Television Water Heater New Service, Number of Amps Area Meter Set (Gas) 0 _ l Sewer Connection Water Re -pipe — MECHANICAL 1 I PI, Minimum Fee Q Y. ®.. • .. [ • • o ....,,---'- TVPi', Condensate Drain 1C QT\. 0 %mod Tl PI, Generator Q I. 'I i.PC Refrigeration, Tons Q,I,I Bath Tub A/C Central, Tons Drinking Fountain Cooling Tower NBsc ellaneous Repairs Heating Strips, each / Vent Hood, Cost. Bidet A/C Wall/Win. Tons Filter Replace Dryer Vents, Number of Pool Piping Paint Booth. Sprinkler Repair Ventilation, Cost Cap - Fixture Mr Handier, Tons ° Ductwork, Cost of Pump and Abandon Piping, Flammable Liquid Sprinkler System Periodic inspections Cap - Water Barbecue Gas - Appliance _ Fire Sprinkler System. Pump, Domestic Process/Pressure Piping Supply, AC Well Cap - Sewer Bath Fan - Vented, # Gas - Natural Fireplaces, Number of Pump, Fire Stand Pressure Vessel Temporary Toilet Catch Basin Gas - Propane PLUMBING TV PI; A/C Condensate Q'rV. TYPI; Drains, Roof Q V. TVP4 Miscellaneous Fixture Q'I'V. TYPI. Soakage Pit QTN. Bath Tub Drinking Fountain NBsc ellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pomp, Re- circulate Temporary Water Closet Urinal Clothes Washer Gas Piping Pump, Replace - Pool Dental Chair Grease Tra Pum : Sprinkler . U t ' -Sewer Disch < ; e Well Ice Maker Pum s Sum s Utili • - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Draintield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Nllscellaneous Equipment Sink Well, Supply , CONDITION OF APPROVAL PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / 'multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES _ $3.00 per page (Scanning Fee) Miami Shores Village • Bond $ 75 r Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review 2 ,gO (sq.ft. = x/1000 x 0.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical fe& ly C-' F ie1 Plumbing Fire Public Works Structural Building Official Revised July 2001 10050 N.E. 2'''D AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http :/ /www.miamishoresvillage.com Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. Master Permit No. / P O3 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) Ut it Aj-.Q 'De ( wMrt v" Phone # 3c S Ts( - (-7 0-2_ Owner's Address !& SS MS. 11 S S? t 1-2. City State Zip Tenant/Lessee Name Phone # Mechanical Roofing Job Address (where the work is being done) 1 ZO 0 N G 1 0 S sr City Miami Shores Village County Mimi-Dade Zip 3313 8 Is Building Historically Designated YES NO Contractor's Company Name 341y t(P€4 k ecvay Contractor's Address $`4'(1 5 w i q 3 CIA" City rn isebovve A State ` � Qualifier (A ,hz..4 6itt ZE'`r �1 Phone # 76-9S-14z Zip 33113 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 0 , 00 0 • 0 © Square Footage Of Work: Type of Work: ['Addition e ❑Alteration [ew ❑ Repair/Replace ❑ Demolition Describe Work: eleC ( W t n AS 1401 &its AO asibei Orvieto v 4u 1d t ****************************Fees****************************** Submittal Fee $ Permit Fee $ ./ dDe ' 4=2 g" CCF $ 3 4 Notary $ Training/Education Fee $ / e s Technology Fee $ 5-.9. Scanning $ Radon $ `' Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 0, a17-'" (Continued on opposite side) OE/11/2004 11:5'3 3053801847 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if appli ably) Mortgage Leader's Address City Rr : *< ADRIAN PAGE 03 State Zip Zip Application is herriy made to obtain "{ permit to do the work and installations as indicat:d. 1 certify that no work or installation has commenced pri:,r to the issuance Vl' a permit and that all work will be performed to meet the standards of all laws regulating cxxnstructin *: in this jurisdiction. 1 understand that a separate permit most be secured for ELECTRICAL WORK, P' .UMBING, SIGNS, WELI.,, POOLS, FURNACES, BOILERS, HEATERS, TANKS said AIR CONDITIONERS. ETC,.... OWNER'S AFFIDAVIT. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laa a regutati;•ig construction and zoning. "WARDING TO OWNER: YOUR FAILURE TO RECORD A IVOTIC>E OF COMMENCEMENT MAY RESULT IN YOUR PAYTNC: TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COa4IJMENCEMENT.' Ar01lee 1,4 Applicant: Aa a cnnc*tion to the issuance of a building permit with an estimated value curetting 52500, the appllant Must prwni . in good faith that a copy of the notice of commencement and Cccrn.rtrt c•iion lien lava brochure will be delivered to the person »leo; . property is subject to attachment. Also, a certified copy of the recorded notice of con:mencenment'num be posted al the job site ,Tor ,he first inspection which occurs seven 17) date after the building permit is issued In the absence al such posted notice, the inypertion will not be approved and a rein,spection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC; Sign: Print: My Commission Expires! Signature The foregoing instrument was ackmowiedgeddd before me this day of , 20, by , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLI Sign: Print My Coattnitsi **********• * **** * * • *le* * ****** *yr • ** * e k *+e*fs **it*** *** ** * ** •*** ** * * * ****ink it** (Certificate of Competency Holder) State Certificate or Registration NoEC 13O o ! 6 1 4 Certificate of Competency No.CC 1 2 2) 2 APPLICATION APPROVED 1Y chc iOil 4ft)a 1** * * ***4****Q+* * *. *P *P ** * *3* * * *** *w* **** ** .4 .'ngine r Zonis: g Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Permit No. o `l - 2 S 3 Master Permit No. $P - /6p., Plumbing Mechanical Roofmg %t._�z' ►zr�> 9S13 Owner's Name (Fee Simple Titleholder) l/lu -� �� ,, Phone # Owner's Address / 2ero E / ST- City yvw 41.r. r S tiote-s State daZ Tenant/Lessee Name Zip ? ? /3$" Phone # Job Address (where the work is being done) igaao Ate /t)S .ra-C -c-- City Miami Shores Village County Miami -Dade Zip 3 /.3ge Is Building Historically Designated YES NO 1)4 Contractor's Company Name -5 /-1- Contractor's Address 3 l */J City re, -(‘ .6 0 Qualifier ,‘C /` ) Phone #(.3tS % 3���G�'i ��� 2,((2 /7 State s Zip 3 _7( • State Certificate or Registration No. (3o t 3 () (, Architect/Engineer's Name (if applicable) %20 6-44 Pi P .&. $ Value of Work For this Permit Type of Work: ❑Addition Certificate of Competency No. q4--E6 000.54 Phone # ?o5- 232 -S2. ['Alteration Describe Work: , r_ Submittal Fee $ Notary $ Scanning $ Code Enforcement $ * * * * * * * * * * * * * * ** Permit Fee Training/Education F $ Radon $ [lew Square Footage Of Work: ❑ Repair/Replace ❑ Demolition * * * * * _** A Total Fee Now Due $ * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Technology Fee $ Zoning Bond $ Structural Plan Review. $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent Signature/ Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was�ac know ged before me this 1 day of , 20 , by , day o (..51. 20W , by it C\ O who is personally known to me or who has produced who i ersona y kno • : . e or who has produced As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Co ssion Expires: My Commission Expires: APPLICATION APPROVED B Chc 05/13/03 fication and who did take an oath. habe _k 2-As sion .2319V i Expires: Ju onded Ti * :'"W nM My f °() 4e< %€ Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: EL2004 -253 Printed: 7/5/2005 Applicant: VILLAGE DEL MAR Owner: DEL MAR VILLAGE JOB ADDRESS: 1200 ST NE 105 Electrical Permit Contractor SANSON ELECTRICAL PLUS INC Contractor's Address: 3995 SW 4 ST Local Phone: 305 -443 -8808 Parcel # 1122320270110 Legal Description: Page 1 of 1 Fees: Description Amount FEE2004 -9922 Building Fee $2,100.00 FEE2004 -9923 CCF $36.00 FEE2004 -9924 Training and Education Fee $12.00 FEE2004 -9925 Technology Fee $52.50 FEE2005 -9184 Change of Contractor $75.00 Total Fees: $2,275.50 Total Fee432,275.50 Total Receipt*2,200.50 Permit Status: APPROVED Permit Expiration: 12/4/2005 Construction Value: $60,000.00 Work: ELECTRICAL WIRING AS PER PLANS FOR A 3 STORY CONDOMINIUM BUILDING Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Wog MIAMI SHORES VILLA BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date t 1 u (05 Type Insp'n I`I1J�k Permit No. 2-0 Z-53 Name \It 11e, ILA Ikvr Address 17-00 It /05 )CIA ELTnr; , l ' k s, -1-21 e,. Company // Phone # �L�I -1L r 7 Inspection Date q I 1 105 Approved Correction Re- Insp'n Fee ate. 4W,t,V 3561 i MIAMI SHORES VILLAGE �tl BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date /J 410" - 2 P -r Type Insp'n X4,47/ Permit No. , L • e:2, e1 ` 73-3 Name 1✓!`1.0440"1g 27`0I Aota A Address zee, P "3 V7 Company .5":02 ,X6 2 />1 Phone # Inspection Date Approved Correction Re- Insp'n Fee Pe--.44,"97 7-e° e Miami Shores Village Building Department yrs Change of Contractor Permit No. El-014— Owner's Name (Fee Simple Titleholder) V • Li_ .- k6.6- be g__ . vwM_ Phone # ),CS'- ? 6 S 3 Owner's Address tilioto ,S& / es- 5 &Cr City PYtt 4,4 ,1 S 04, A4-3 State AZ..- Zip `331.q* Tenant/Lessee Name Phone # Job Address (of where the work is being done) ( P-8-0 5711,06-1- City yv i4 • S PAS County mt •L- D*D - Zip 23L Legal Description 14.1C-15 S-u� Contractor's Company Name-S71/q.506.1 E7;cY`Tzr "e„,il P t r - % / ' C Phone # LDul L -.3 %Qe /, ( 21. -'2 Contractor's Address —3773- -57 W S/ City State Zip 33/3 Qualifier 7- ()Nov C O N` 0 f- l ti Describe Work: At. I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature Owner or Agent Signature Contractor The foregoin( instrument was acknowledged before me this -77 The foregoing instrument was acknowledged before me this Uk day , by Sc Yd day o 200 b �. �. . _ C� cliend who ispersonall . o ' to me or who has produced who ' rso own o me or who has pro entification and who did take an oath. As identification and who did take an oath. NOTARY Sign: ►�.,�► Print: -1` En My Co • • ssion Exp' Rev. 09/19/03) NOTARY Sign: Print: My Co i i i 'ssion expires: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 7/5/2005 Electrical Permit Permit Number: EL2004 -253 Applicant: VILLAGE DEL MAR Owner: DEL MAR VILLAGE JOB ADDRESS: 1200 ST NE 105 Contractor SANSON ELECTRICAL PLUS INC Contractor's Address: 3995 SW 4 ST Local Phone: 305 -443 -8808 Parcel # 1122320270110 Legal Description: Page 1 of 1 Fees: Description Amount FEE2004 -9922 Building Fee $2,100.00 FEE2004 -9923 CCF $36.00 FEE2004 -9924 Training and Education Fee $12.00 FEE2004 -9925 Technology Fee $52.50 FEE2005 -9184 Change of Contractor $75.00 Total Fees: $2,275.50 Total Feet$2,275.50 Total Receipt$2,200.50 Permit Status: APPROVED Permit Expiration: 12/4/2005 Construction Value: $60,000.00 Work: ELECTRICAL WRING AS PER PLANS FOR A 3 STORY CONDOMINIUM BUILDING Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. `7C ".E!< '�. �.I3.E����6 1010 MC401 034507 CHARGE $;.i,110 Signed: (Contractor or Builder) BY: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph • e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/20/2006 Inspector: Devaney, Michael Owner: Del Mar, Village Job Address: 1200 105 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SANSON ELECTRICAL PLUS INC Block: Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Test Phone Number 305 - 758 -8193 Parcel Number 1122320270110 Lot: Phone: 305-443 -8808 Building Department Comments Thursday, January 19, 2006 Page 1 of 2 Passed Inspector Comments //j/1/1 / ' - ' 6 r / � Y /c/��> >/ td `° 7' /71--4,4/.0 e- 7® m®,v,� , e Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 19, 2006 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 204(0-(5if 7 X106! 4 Permit No. aster Permit No. 6 q Permit Type (circle): Building Electric , Plum i mg Mechanical Roofing Owner's Name (Fee Simple Titleholder)'/1 L—LACIE MAR. Phone # ( ) 421 C •c13, Owner's Address 4 1'4 E 1 1 s"i City M t AP-4 U State Zip 331 8 1 Tenant/Lessee Name Phone # (3o ) Job Address (where the work is being done) 1 Z.. 1\-.1-E. 1 u `5 S T City Miami Shores Village County Miami-Dade Zip 33138 Is Building Historically Designated YES NO X Contractor's Company Name NCSC N.1 ts- __C" r i cAL e # (06 ) 44 3 a 5 06 Contractor's Address 39cr5- ca-A--2 4 .S 7° City 1 A t1 1 State R L. Zip 134 QualifierR 4?- 1 C _i Q State Certificate or Registration No R 1 3 t 13 12- C Certificate of Competency No. °"1 4 E 0000 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: ['Addition ['Alteration Describe Work: P ❑New Square Footage Of Work: 1 C> cp®x..D ❑ Repair/Replace ❑ Demolition * * ** * ** * **** * * * * *** **** ** * ** Fees ** ** * * * * * * ** ** *** *** * * * * * * * *** Submittal Fee $ 4 Permit Fee $ 42 ®e.'i 010 CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AIkIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of S ,2006, by P ,L, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this day of , 20 byir , , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Engineer Zoning 1 EIVCD JAW 052"6 BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756 -8972 A + +IDAVIT FOR 30 DAY TEMPORARY- ELECTRIC SERVICE (To be manned by Owner and/or Tenant, Binifing & Electric' Contractor) NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WTTHOUT NOTICE" UPON 30 DAY TERMINATION �ti LESS APPLICATION IS RENEWED It is understood that the temporary- electrical approval by the Mlnmi Shores Village, Biding & Zoning Department given in connection with the building being constructed under. Building Permit No. P — 0 3 " /4 3-9 Electrical Permit No. E L.. C 6 — 34 at address: ) a. o b 1JE /PS- for owners: V 1 LL 4-6- Z 6/61.4, v r- is being given only for construction purposes or for testing the following installations being made in said structure: NCB e itomi Sub - paragraph 45013 (d) (3) of the South Florida Budding Code provides for a 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, humidity control, emergency power and lighting, such as for testing or construction purposes, provided the Electrical Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner that there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called for and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary- electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Budding and Zoning Department and will be disconnected if the building concerned is occupied before final inspections are approved and occupancy permit obtained. I, �► 5 , being rust duly sworn, depose and say that I am the owner of the above described property, and that t agree that the structure covered in this agreement shall not be occupied until the building contractor has obtained of final inspections. Sworn and subscribed before me this -S day ofj A'LIV , Notary Pub ' State of Florida at Large My Yorleny Hernandez Commission #DD476455 Bonded fes: SEP 27, 2009 Thru Atlantic Banding Co., Inc. iPo tux Sf% ."7 SIG A ' OF OWNER GNATURE OF N O• c ic • 30 DAY TEMPOR?iTtY- ELECTRIC SERVICE (confirm' le) Z, 6 4 L1 ® • ,being first duly sworn, depose and say that I am + e Electrical Contractor for the above described property and that the electrical installations as now existing will not create a safety hazard if temporary- service is connected. Sworn and subscribed before me this S day o --4-WA y-, 2JC:;16 Notary Public, State of Florida at Large My commission expires: S 2:7 I 2s:e7 °% SIGNATURE OF ELECTRICAL CONTRACTOR SIB' ATURE OF NO NOTARY PUBLIC -STATE OF FLORIDA Yorleny Hernandez Commission # DD476455 Expires: SEP 27, 2009 Bonded Thro Atlantic Bonding Co., Inc. B a— t , being first duly sworn, depose and said that I am the Building Contractor of the above described property and that I will not permit occupancy of this building until final division obtained and That I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such final inspections are obtained. Sworn and subscribed before me this -s day ofJA*4L Aex, zcZ Notary Public, State of Florida at Large My Commission Espires- SIGNATURE OF ELECTRICAL INSPECTOR GNATURE OF BL'ILDLIG CONTRACTOR A 'RE OF NOT. NOTARY PUBLIC.. TATE OP F,ORtbA Yorleny Hernandez • Commission # DD476455 Bonded Expires: SEP. 27, 2009 7�tru Atlantic Bonding Co., Inc. Release to FLORIDA POWER & LIGHT CO. Date: by: ( mane) Page 2 of 2 Date: Tai: (name) 3054605261 BUILDING & ZONING • tI -5 cat (24.5s3 IAMI SHORES VILLAGE' BUILDDING DEPARTMENT • s?e) 305-795-2204 spas Building Inspection Request Date, {{{{� Type Insp'nILr Permit Ni ` . 14 () -1 if'!t} Name U I RO* MO Address 1,100 46 1O Company OCtC e, neri i Phone # — 5p'-7g N25 it-Arne5 Z#14 Inspection Date Approved Correction ❑ Re- Insp'n Pee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 7/22/2005 Applicant: VILLAGE Owner: DEL MAR JOB ADDRESS: 1200 ST NE Contractor J M ARCE SERVICE Local Phone: 305 - 262 -3589 Parcel # 1122320270110 Mechanical Permit Permit Number: MC2004 -168 DEL MAR VI LLAGE 105 Contractor's Address: 6030 SW 22 ND ST Legal Description: Page 1 of 1 Fees: FEE2004 -9907 FEE2004 -9908 FEE2004 -9909 FEE2004 -9912 FEE2005 -10066 Description Building Fee CCF Training and Education Fee Technology Fee Change of Contractor Total Fees: Amount $1,800.00 $36.00 $12.00 $45.00 $75.00 $1,968.00 Total Fee411,968.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/26/2006 Construction Value: $59,326.00 Work: NC FOR CONDOMINIUM BUILDING - MASTER PERMIT BP2003 -1659 JUL 26PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: t ei Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho (305)795 -2204 Fax: (305)756 -897 Inspection Date: 02/22/2006 Inspector: Perez, JanPierre Owner: DEVELOPMENT, VILLAGE DEL MAR Job Address: 1200 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: J M ARCE SERVICE Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number 305 -694 -1118 Parcel Number 1122320270110 Lot: Phone: 305 - 262 -3589 Building Department Comments Tuesday, February 21, 2006 Page 2 of 2 Passed] Inspector Comments (/'1 / ‘")1 ) & Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, February 21, 2006 Page 2 of 2 Miami Shores Village Building Department 10050 N.E Shores, Florida 33138 Tel: 56.8972 BUILDING PERMIT APPLICATION FBC 2001 It04- i 68 Permit No. WIG j 6? aster Permit No. 13P -03 /t Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 014444+ b Gc, w4/t., p ,Phone # Owner's Address / Z o0 AfF /t S- g t' City hi (/Am, ► S /44,0 State Tenant/Lessee Name Roofing 3 ,& - 9ts� -si3 Zip 3)��' Phone # Job Address (where the work is being done) / 2.O 0 AIL= %O& City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name („...„, , IA. Contrac o 's Address City Phone # -Cp Z -��� Qualifier t State Certificate or Registration No. e_A a L') 5 1 6 . Certificate of Competency No. Architect/Engineer's Name (if applicable) p z_ Fuca_ Phone # y —9 7 s "00 $ Value of Work For this Permit Type of Work: DAddition EAlteration ew Square Footage Of Work: El Repair/Replace El Demolition * * * * * * * * * * * * * * * * * * * * * * * *_ *FP * * * * * * * * * * * ** * * *** * * * * * * * * * * ** Submittal Fee $ Permit Fee $ • Notary $ Scanning $ Radon $ Code Enforcement $ Training/Education Fee $ CCF $ Technology Fee $ Zoning Bond $ CO /CC Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Stag Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this `a IAN Sim. , „ - /-4,21°11 ContracptoA o `- e1 .3 I �'Z /--,5 The foregoing instrument was acknowledged before me this Z day of 7uy-N , , 20,3 S , by a( ;.3,...v1 Cc (4Q 'on 12)1 LAJA`� , day of .�j LA- v\ 20�JS , by �� =\(C who is personally known to me or who has produced 6A ^g..� As identification and who did take an oath. NOTARY Dante Fuentes y, Expires: Juts 0$, 2007 9o? °� Bonded Thru 4n t 1 �„ Atlantic Bonding Co., inc. My Commission Expires: * * * * * * * * * * ** who is personally known to me or who has produced 71,,, as identification and who did take an oath. ,••ksd , Dante Fuentes '< Commission #DD220720 07 My Commission Expires: 74' .� • • • •0*. Bonded Thru ',,,9Pf Atlantic Bonding Co., Inc. * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** * * * * * * * * * * * * * * ** ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Plans Examiner Engineer Zoning 0511112004 14 :49 3053991847 FRANK ADRIAN Miami Shores Village Building Department fo050 N,E.2nd Avenue, Miami Shares, Florida 33138 Tel: (305) 793.2204 Fain (303) 735.5972 BUILDING PL T APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plu Owner's Nance (Fee Simple Titleholder) Owner's Address `lo Jac ' %[/�' // sila 4,2 City "(1.2- »7 C State l� l {' PAGE 02 Permit No. ( (`) " ), p Master Permit No. P o b a S Wag Mechnalcd Rooting Phone #_3E2 /- Q7b2 Zip 33/P/ Tenant/Lessee Name Phone # Job Address; (where the wade is being clone) loi Qe) X F / 06' e.9 City Miami Shares yll,�a Cat uty , Aunt-Dade Is Building :'starieal1y Designated YES NO Contractor's Company Name , d .2 a0',p Contractor's Address City - Sjete _�- Qualifier .2 - /Po e° Ce2 e2 3 Zip Phone # aokr c)-/v/ ^ 76- ArebttecVEngineer's Name (if applicable) Phone # $ Yalaa of Work For this Permltet-P• 6r o-1v — Square Rasp Of Work: Type of Work: ❑Addition Alteration New sir/Rcplace [] Demolition Deseribe Work: l2l ?Ga , © �''6 . ca l ®i,s "' .6 .2 % `Tom Submittal Fee $ Permit Fee $ /�5 d ° CO 'S 3 & Tactmoingy Foe S lJ� Bonds Scanning $ Radon $ _ Code Enforcement $ Structural Plan Review, $ Total Fee Now Due $ (Continued on opposite site) 06/1112004 14 :49 3053801847 FRANK ADRIAN PAGE 03 Bonding Company's Name (if applicable) Bonding Company's Address C State ,., Zip Mortgage Lender's Name (i f applicabic) " Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as Indicated, I certify diet no work or installation has commtnced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL 'WORK, PLUMBING, SIGN WELLS. POOLS, FURNACES, BOILERS. HEATERS, TANKS and MR CONDITIONERS. ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will le done is compliance with all applicable laws regulating consuvetion and zoning. "WARNING TO OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT RC YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ItECORDINC: YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the Lsreewm a q/' building permit xtlth an estimated value exceed4rfg 52500, the applicant muse pmml se in good ffalih that a copy of the notice of commencement and c,onsGu .1I n lien law brochure will be delivered to the parson whose property t4 subject to attachment. ALe ,, a certified copy of the recorded notice t4 COmmencemeni must be posted at the jab site far the first intipection w/rith =CUM seven (7) days gfier the building permit is Isni , the absence of such posted notke, the inspection will not be approved and o rein,spectlon jet will he charged. Signature c1� Owner or Agent Contractor • The foregoing instrument was acknowledged before me this __- The foregoing instrument was acknowledged before me this day of ,20,by . day or ,20_,by_ who ill personally known tome or who has produced wbo is personally known to me or who has produced, identi ;. on and , ,bo did take an oath. as tifi and did take an oath. NOTARY PUBLIC kp I 1' Sign; r Prin _ Ara . NOTARY PU IC i Sign; Print My Commission Expires: s- - My Commission Expires: (C teary Holder) /,n. Auntie Bonding ?o„ ing State Ce t1flc>ate or Registration No Cestif cats or Competency No. ,1e 0971326 s**s * *s.*s **** ** *** * *s * *b * *4, Fro**+.********** w********** **** * * * *** * **e** * ******** **** *s 04444rW**urw*** ***assn APPLICATION APPROVED BY cbc 14/14101 Plane Examine Engineer Zoning FROM :,0C RIR CONDITION CORP. PHONE N0. : 305+261+7541 A ?ORib CERTIFICATE OF LIABILITY INSURANCE iNc00t:6[R f THt3 CERT11iIGATE 13 I33VEP AS r1 MATTER OF INFORMAT1OV - -� ONLY AND CONP S NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFOR Di.0 BY TMs? POLICIES BELOW. INSURER$ AFFORDFNO COVERAGE J NAIL rrtsvr<CD IHR_UFMA• N NarrIMEEd Casua :.t7( CCmianY 1 IN$L ,i TraVelt►rt Iniw:snee Co w+y�r G Jun. 05 2004 08:58AM P1 u. s . insurance UInderyvti texas 6600 NW 17 Street, Suite 110 sis:ai !'L 33126 7rone :305 '.219 -4799 tax:305 -276-6126 rektri otionieq Corp. 1 sue IN`iLRE? 0 m$LRE'z i' COVERAGES *sag a t i:!IE<, Gs IkSAPAN:r L 1.7fri DEL GW may! Am Sae') TO TFF :.euRE0 . 'YV E BOO °*t? POLICY G$ IW MICAT'ED NC a40 PEOUPEr g"r t$Av O.T •:::vD TCr: Avf CGN-RI,' ,R CN R =ow .trin-$,:ispecT r0 +k+KSon t+Si FROM,: OC AIR CONDITION CORP. PHONE NO. : 305 +261 +7541 Aug. 28 2004 09:04RM P1 Mr Conditioning, Corp. Liconeed es !mired CAW ZOO P R O P O S A L September 7 2004 VILLAGE DEL M SOUTHEAST CORNER O r BISC. BLVD & N.E. 105th St Miami Shores Fl. Included in our proposal are the following: Installation of 42 Tons A/C System make Rheam 12:00 Seer. Model: RAMCO24TBZ /RBHC14J06SFH 2 unit MEW "A" Model: RAMC042JBZ /RBBC21J11 SFG 8 Unit Model "B" Model: RAMC030JBZ /RBHC17J11 SFG 2 Unit Model "C" Model: P.MBO30J3Z /RBBC17J11SFG 2 Urat Model "C3" Warranty: 10 Years on Compressor 5 Years Parts 1 year labor. Duct work and refrigeration as plans Note: Free service labor for period of one (1) year from date of start -up. Service will be performed during normal working days and hours only unless authorized by purcharser at additional charge. If during this one year another company or a ect anic works on the units our free service labor is voided. Not include in our proposal are the followings: 1. Kitchen Hood Exhouat Duct 2. The testing and balance. We thank you for the opportunity to quote you. Please call me if you need any additional information. Total Price: Frank Adrian Construction Corp. 219 N.W. 66 Avenue, Miami. Florida 33126, Phone (305) 261 -7541 • • •. .. • • • • • • • • • ••• . • • • • • • • • •• • • • ••• • • • . ••• •• .. • • • • • • • • • • • • ••• • • • •. • • • • • • • • • • • • • • • • . • • • • • • • ••• ••• • .. • • • . • • • • • • • • FOR THE BENEFIT OF: Village Del Mar •• Dever:op: c n;, LL B .. • • • ••• •. Notes: EDSci 23A40. 3fz3 04! 1. No underground installations or improvements have been located. 2. No instruments of record reflecting easements, right of way, and or ownership were furnished to this surveyor except as shown. 3. Unless otherwise noted record and measured`data are in substantial agreement. 4. The Street Right -of -Way abutting this property are physically open unless otherwise noted. 5. Fence ownership, if any, was established by visual means only, but legal ownership has not been determined. 6. Set Iron Pipe or Pin with cap #5443 (18" in length by 0.2 square inches, minimum) at all corners unless otherwise noted. 7. Not valid without the signature and the original raised seal of a Florida licensed Surveyor & Mapper. Legend: A complete list of abbreviations used in this survey are shown on the back of this sheet. Address: 1200 NE. 105 St. Miami Shores, Florida 33138 Legal Description: That remaining portion of Tract "B" of "ANCO SUBDIVISION" according to the Plat thereof, as recorded in Plat Book 53, as recorded in Plat Book 53, Page 54 of the Public Records of Miami -Dade County, Florida. LESS: A 1.00 foot wide strip of land lying in Tract "B" of "ANCO SUBDIVISION" according to the Plat thereof, as recorded in Plat Book 53, Page 54 of the Public Records of Miami -Dade County, Florida; the center line of which is more particularly described as follows. Commence at the Northeast comer of said Tract "B "; thence S00 °11'53'W as a basis of bearings (assumed meridian) along the East line of said Tract "B" for 129.17 feet to the Point of Beginning; thence S87 °59'22'W for 3.93 feet; thence S02 °00'46 "E for 9.80 feet; thence N87 °51'22"W for 121.05 feet; thence N88 °08'26' W for 162.71 feet; thence N77 °27'12"W for 8.53 feet to its intersection with the west line of said Tract "B ", also being the Easterly Right -of -Way line of Biscayne Boulevard and Point of Termination. Said Point of Termination being 151.46 feet as measured along the Westerly line of said Tract "B" from a point of curvature of a 25.00 feet radius curve at the Northwest comer of said Tract "B" side lines of said 1.00 foot wide strip to be shortened of extended to meet at angle points and to terminate at the westerly line of said Tract "B ". by: Field Survey #06 -73 PREPARED Pedro L. Martinez Reg. Surveyor & Mapper #5443 State of Florida Date: 02 -21 -2006 BY: Pedro L. Martinez 5600 W. 9 Lane. Hialeah, Florida 33012 TEL. (305) 362 -1127 Signature / Seal Dat7 SHEET 1 OF 2 SHEETS ••• • • • ••• • • • 00 •• • • • 00 • • • • • • • • • • • •• • • • ••• • • • •r• • • • • 000 • • 00 • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • Legend of•'Sisi'vey A&6v v i at i ons A Arc Length AC Air Conditioner ADON Addition ALUM Aluminum APPROX Approxleate ASPH AVE BC BL Asphalt Avenue Broward County Base Line BLDG Building BLK Block BLVD Boulevard BN Bench-Mark BNDY Boundary BOTT Bottom CME Canal Maintenance C /Calc Calculated CO Catch Basin CD Chord Distance CHB Chord Bearing C/B Concrete Block CgG Curb S Gutter CL Center Line CLF Chain Link Fence CM Concrete Monument CMP Corrugated Metal Pipe CO Cleanout COL Colune CONC Concrete CONST Construction COORD Coordinate CDR Corner COV Covered CR County Road CS Concrete Slab CT Court CULV Culvert 0 Deed DB ! -ed Book DC Dade County OCR Dade County Record DEFL Deflect or Deflection DIA Olaseter DIST Distance DR Drive DRA Drainage Retention Area DE Drainage Easement DWG Drawing DAY Driveway E East ENC Encroach ELECT Electrical EL Elevation ENCL Enclosure ESNT Easement EOM Edge of Water EXIST Exlstinq FCM Found Cuncrete Monument FND Found FEMA Federal Emergency Management Agency FIRM National Flood Insurance Program FF Finish Floor FFE Finish Floor Elevation FH Fire Hydrant Easement •• ••• •• • • • •• • RIP � sl :F4Oh • 1rQn pl e�tPln FL Frow1 I n8 FN Found Nall • FT Feet or Foot FE Flowage Easement GAR Garage GR Guard Rail GO Grade GND Ground GOVT Government GPS Global Positioning System GM Guy Wire HORIZ Horizontal HP High Point HT Height HA Head Wall HWL High Water Line' IP Iron Pipe IV Invert LME Lake Maintenance Easement L Length LP Light Pole LT Left MAINT Maintenance RAS Masonry MAX Maximus MH Man Hole M Field Measured MIN Minimum NKR Marker MN Mean MON Monument MSL Mean Sea Level N North N6D Nall r Disk NAD 83 North American Datum of 1983 NE Northeast. NO Number N. Rad Not Radial NTS Not to Scale NGVD National Geodetic Vertical Datum NW Northwest NFIP National Flood Insurance Program OHC Overhead Cable ORB Official Record Book P Plat PAR Parcel PAT Patio PAY Pavement PB Plat Book PC Point of Curvature PCP Permanent Control Point FED Pedestal Pi Page PI Point of Intersection PK Parker Kalon Nall PL Property Line PLTR Planter PCB Point of Beginning PP Power Pole PRM Permanent Reference Monument PROJ Project R Record by Plat /Deed RAD Radial /Radius REF Reference RES Residence RET Retention /Retaining RNG Range RP Radius Point RR Railroad RD Road R/W Right -of -Way S South SAN Sanitary SCN Set Concrete Monument SCN Screen SE Southeast SEC Section SEW Sewer SIP Set Iron Plpe /Pin SN Set Nall SP Screen Porch SPEC Specification SO FT Square Foot or SF SR State Road ST Street STD Standard STA Station STN Store STRUC Structure STY Story SUB Subdivision SW Southwest SWK Sidewalk T Tangent TBM Temporary Bench Nark TEL Telephone TEMP Temporary T0B Top of Bank TOP Top of Pipe TR Tract /Trall TRANS Transformer TAP Township TYP Typical UE Utility Easement UGD Underground USGS US Geological Survey UTIL Utilities US Utilities Box Y Vertical VAR Varies VC Vertical Curve VOL Muse use W West WD Mood WM Water Meter WMN Water Main WT Water Table WY Water Valve SYMBOLS A Delta Angle 0• Degrees 0' Minutes 00 Seconds • Feet When Used In Distance. • Inches When Used In Distance i0.0 Existing Elevation x10.0 Proposed Elevation Proposed Surface Flow 0 Set Iron Pipe or Pin with Cap 05443. unless otherwise shown +/- More or Less x Distance Not Supported by Field Measurement • • ••• • • • • •.. •• .. .• • • • • • • • • • • • • BOUNDA' Y.SURV,J,Y ■ 0 v— z TELEPHONE SLAB 25.00' P.O.0 N.E. Comer Tract "B" PAVEMENT 6' O U SCALE: 1" = 30' • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • NORTH • • • • • • • • • Lot 1B •• • • • •• ••• •• • • • • • . • • 53il . •• • • • •.• 3O 11'V! 12.17 ,_• P.0.B S87'59'22 W 3.93' �� CATCH BASIN (TYPICAL) m FIRE SPRINKLER V 0 .4 10.33' 51.00' CONCRETE 7.00' 38.00' 0 THREE STORY N 1.00' m m :) MANHOLE R =25.00' D51'15'25. A =22.37' 441‘., TRAFFIC SIGNAL \BOX (TYPICAL) N ANCHOR FOUND NAIL 17.33 BUILDING # 1200 MANHOLE \4N, • \ \0, 0.. N N% s0, i�0' // \ w gs Tp y \ \ 1. A'P_ e. bof\ N 9 \ 4, N72129. W 8.53' Ay 1q 9 ifr \ c 7a �Q NOT SID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SO2 . .'461 I 1 9.80' 0.50' 0.50' I} III III I t II I� 0.50' 0.50' STEPS 0.50' 0.50' 3' CONCRETE SEAWALL STORM SEWER MANHOLE 0 O 0.50' JL__ pp �I 0.50' \ --� O.50' r \4� 0.50' aa¢x \a 1.0' WOOD PILE (TYPICAL) Point of Termination LEGEND is,' =Existing Elevations — OH — Overhead Wire Line ® =Water Meter — — Wood Fence =Fire Hydrant — x —Steel Guard Rail 'n,, =Power Pole F.DH. =Found Drill Hole F.N&D. =Found Nail & Disc. FIR. =Found Iron Reber Sheet 2 of 2 iAiRiAiAiAiRiAjRiAjAiRjAiAiRiAjRtRjRiRjAiRjRiAIAiAiRiAiAiAiAiRIRjAiAiAiRiRiRiAIAiAiRiRiAjii�iRjAiAjAiAjAjAjAiAjA 111A1A1A1A11A1R1 11A1A1A1A1A1A1A1 A1(yA1A1A11A1A111A11A1A1. 111110 11114111 11A1A {A1A1A1A1A1Af111A1A1A1A1A1A1A ea 3 ail 11.1!1 Emu 1111111111 JIJIIf11i11111111 =�cu •#..vrrx.f.s.o.$ r. mar tscs,w.,.•.t:K 7� o• maw I10111li ■11I‘ ircqmoku u : ' ,-: ;�, -4,:;- rs3 '= ' a�.i '*—' 'fix`' iii. �w� . , �,. ff;?, ;• _�it; L��"�•�rl?A;:�i� � .'r,'�!�'��j'l�w.�i.�•r't� -"�'� t)'� }43. ±58.5 6'* i�� t'ire► •�i it lI 5a5 'Eppi 1111 IR ■� !03.4 111111111 IIfi11111IIIJIIJIII !!) ii mum 15215 —63.4 t5 'S - 43.4 Ap pi<pA�ipA�ApApAiApApA�ipApApflt p #pApA�lp•lfATAB t36Q 1� 1111 111111111111111111,111111111 111111111111111111111111111 - 111111111111111111111111111 L�:�,`.'(4;r�;�4t`.'{�aY.�1 ��s•?+;.'f` #�?h 4�ofs •a�„ti: � i .y *' 111111111111111111111111111 Iiiiii g limmommillimonimumemmo Lan nil lia miminglimi11111111llullimmili11111 1,31 Am • Mr/ r-,rivr- illimiliquill1111111110011111 11111011 mull Vr 1, la 41,1:fag I I T 01 10 0 iiiiii:Ianoll111111111111111141'1'1111111numi !I!I!!III/III!1!ll/ll!!I!II/I!!;IJJ;hIiiI;I!,I/i,i inn ilillllll iiilllllillllll {III iIIIIIIII;RIIIIIII lllllllll 58. i/Illllllllll!ll!J/I/!inhiiinhiiii/:uiiiiiiiijii llllllllH!!fflllIllflIuuiniiiuiJ#Iiiiii,!!,;1j1, 1111111111111111111111111111111111111111111111111111111 111111111 111111111111111111 ,11IIII111111111111111111111 ,t I I IIIIIIIII IIIIIIIIIillililllllllil lllllillllllfllllllil IIIIIIIIII!l IIIIlillllllllllll lllllllllllllillll LW OOMDOMINIU 1 VILLAGE DEL MAR slab 2 .411-- slab 3 slab ro slab- 4 slab 5 slab 1 29' -1' 25' -6' 25' -6' 25' -6' SLAB TRIRD LEVEL 25'-6' 25' -6' ARIJAB ENGINEERING, INC. CONSULTING ENGINEERS +aao mem WO., SAME See ken' AS" FUMES 33ASI MS EL ELLS ES-sr FAL Q. CEPS a-Egw Sheet No. 1 OF; 2 Project CERDOMMUM AT. - VIU...a DEL ww SOUTHEAST =HER OF Elscaw Drown By. II Deter May 9 2003 F1e: XO1040.UtAR • • Output ] <CONDOMINIUN VILLAGE DEL MAR. SLAB1> ZS c4= / ZLj Page 1 of 3 PROJECT: CONDOMINIIIN VILLAGE DEL MAR. SLAB1 ** *BASIC DATA * ** ALT NO BMS FC FY GAM FCT (ksi) (ksi) (pcf) (poi) 9 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 29.1 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 5 25.5 12.0 8.0 6 25.5 12.0 8.0 7 25.5 12.0 8.0 8 29.1 12.0 8.0 * * *UNIF. LOADS * ** 29: I BM TYPE LOAD START END WIDTH (psf) ( feet ) 2 DL 36.0 0.0 29.1 1.0 3 DL 36.0 0.0 25.5 1.0 4 DL 36.0 0.0 25.5 1.0 5 DL 36.0 0.0 25.5 1.0 6 DL 36.0 0.0 25.5 1.0 7 DL 36.0 0.0 29.1 1.0 2 LL 40.0 0.0 29.1 1.0 3 LL 40.0 0.0 25.5 1.0 4 LL 40.0 0.0 25.5 1.0 5 LL 40.0 0.0 25.5 1.0 6 LL 40.0 0.0 25.5 1.0 7 LL 40.0 0.0 29.1 1.0 * * *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (mm) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 5 1.50 1.50 1.50 6 1.50 1.50 1.50 7 1.50 1.50 1.50 8. 1.50 1.50 1.50 25'600 25' 611 2$161t 6 25'6" 25'6" 2Y» ** *MOMENT ENVELOPE & SHEARS @ 1 /10TH POINTS * ** (kip- feet,kips) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: MT: 0.0 5.1 8.8 11.0 11.8 11.0 8.9 5.2 0.2 -4.9 • Output ] <CONDOMINIUM VILLAGE DEL MAR. SLAB1> zq / Zt/ Page 2 of 3 MB: 0.0 3.9 1.9 1.5 BEAM NO. 3: MT: -11.1 -6.7 MB: -14.4 -8.7 V: 2.4 2.0 BEAM NO. 4: MT: V: BEAM NO. 5: MT: MB: V: BEAM NO. 6: MT: MB: V: BEAM NO. 7: MT: MB: V: 6.8 8.5 9.0 8.5 6.8 4.0 0.1 -6.4 1.0 0.5 0.0 0.5 1.0 1.5 2.0 2.5 -3.2 -0.5 1.6 2.8 2.9 1.9 -0.2 -2.8 -4.1 -0.7 1.2 2.2 2.2 1.4 -0.3 -3.6 1.6 1.1 0.7 0.3 0.2 0.6 1.1 1.5 -6.2 -2.4 0.6 -8.0 -3.1 0.5 2.0 1.7 1.3 -7.4 -3.5 -0.5 -9.7 -4.6 -0.6 2.1 1.8 1.3 -7.2 -3.3 -0.2 -9.3 -4.2 -0.3 2.1 1.8 1.3 -6.7 -3.1 -0.3 -9.3 -4.3 -0.4 2.1 1.7 1.3 BEAM NO. 8: MT: -8.9 MB: -9.8 V: 1.7 ** *REACTIONS * ** (kips) COL R D/T 1 2.0 0.77 2 5.5 0.77 3 4.1 0.77 4 4.5 0.77 5 4.4 0.77 6 4.4 0.77 7 4.0 0.86 8 1.1 1.00 -4.3 -0.6 -5.2 -1.3 1.5 1.2 ** *DEFLECTIONS * ** (inches) BM DEFL. 2 0.91 3 -0.06 4 0.25 5 0.19 6 0.21 7 0.19 8 0.47 COMPUTING GOVERNING 3.3 4.8 5.2 4.4 2.6 -0.3 -3.4 2.5 3.7 4.0 3.4 2.0 -0.4 -4.5 0.8 0.4 0.1 0.5 0.9 1.4 1.8 2.2 3.9 4.5 4.0 2.4 -0.4 -3.4 1.7 3.0 3.4 3.0 1.8 -0.4 -4.3 0.9 0.5 0.0 0.4 0.9 1.3 1.7 2.5 4.2 4.8 4.2 2.5 0.1 -2.9 2.0 3.3 3.8 3.4 2.2 -0.3 -4.2 0.9 0.4 0.0 0.4 0.9 1.3 1.8 2.4 4.0 4.5 3.9 2.1 -0.7 -4.7 1.7 2.7 3.0 2.3 0.8 -1.6 -4.8 0.9 0.4 0.1 0.5 0.9 1.3 1.8 2.3 4.5 5.8 6.2 5.9 4.8 2.8 1.7 3.9 5.3 5.9 5.6 4.6 2.7 0.9 0.6 0.3 0.1 0.3 0.5 0.8 gc�!c41(OM oniTcdliph 9- 0, 96 - 0•v5 - 0. 5 - 0.05 - 0. Pjrj -_ 0.95 - 0.36 ULTIMATE SHEARS & MOMENTS * ** DESIGN MOMENTS * ** (kip -feet) M -1 EFT M-MXD M -RITE BEAM NO. 2: WG 0.00 11.76 -14.41 WKG 0.00 0.12 -11.07 ULT 0.00 17.28 -21.18 ULT 0.00 0.16 -15.50 BEAM NO. 3: ?MG -14.41 2.91 -8.01 • C Output ] . CONDOMINIIIN VILLAGE DEL .MAR... SLAM.> 3D ' : izA1 Page 3 of 3 wxa ULT ULT - 11.07 - 21.17 -15.50 -4.15 4.27 -6.09 -6.16 -11.76 -8.62 BEAM NO. 4: WKG -8.00 5.18 -9.71 WKG -6.16 -0.39 -7.43 ULT -11.76 7.61 -14.28 ULT -8.62 -0.57 -10.41 BEAM NO. 5: WKG -9.71 4.53 -9.29 WKG -7.43 -0.64 -7.24 ULT -14.28 6.67 -13.63 ULT -10.41 -0.95 -10.13 BEAM NO. 6: WKG -9.29 4.76 -9.25 WEG -7.24 -0.30 -6.75 ULT -13.63 6.96 -13.70 ULT -10.13 -0.47 -9.45 BEAM NO. 7: WKG -9.25 4.49 -9.83 WKG -6.75 -1.57 -8.90 ULT -13.71 6.75 -14.05 ULT -9.45 -2.20 -12.46 BEAM NO. 8: WLG -9.84 6.25 0.00 WEG -8.91 -1.34 0.00 ULT -14.06 8.74 0.00 ULT -12.47 -2.09 0.00 * ** REINFORCING STEEL * * * (square inches, inches) BM ASL UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN 2 0.00 0.00 0.00 0.66 0.66 0.00 0.83 0.83 0.00 6.5 6.5 6.5 0.17 3 0.83 0.83 0.00 0.15 0.15 0.22 0.43 0.43 0.00 6.5 6.5 6.5 0.17 4 0.43 0.43 0.00 0.27 0.27 0.02 0.53 0.53 0.00 6.5 6.5 6.5 0.17 5 0.53 0.53 0.00 0.24 0.24 0.03 0.50 0.50 0.00 6.5 6.5 6.5 0.17 6 0.50 0.50 0.00 0.25 0.25 0.02 0.51 0.51 0.00 6.5 6.5 6.5 0.17 7 0.51 0.51 0.00 0.24 0.24 0.08 0.52 0.52 0.00 6.5 6.5 6.5 0.17 8 0.52 0.52 0.00 0.31 0.31 0.07 0.00 0.00 0.00 6.5 6.5 6.5 0.17 0.93/ / 0. "9i End of CONSLAB r Output l <CONDOMINIJM VILLAGE DEL MAR. SLA82> . PROJECT: CONDOMINIIIM VILLAGE DEL MAR. SLAB2 ** *BASIC DATA * ** ALT NO BMS FC FY GAM FCT (ksi) (ksi) (pcf) (psi) 9 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 6.0 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 5 25.5 12.0 8.0 6 25.5 12.0 8.0 7 25.5 12.0 8.0 8 6.0 12.0 8.0 * * *F• LOADS * ** BM TYPE LOAD START END WIDTH 2 DL (psf) ( feet 36.0 0.0 6.0 1.0 3 DL 36.0 0.0 25.5 1.0 4 DL 36.0 0.0 25.5 1.0 5 DL 36.0 0.0 25.5 1.0 6 DL 36.0 0.0 25.5 1.0 7 DL 36.0 0.0 25.5 1.0 8 DL 36.0 0.0 6.0 1.0 2 LL 40.0 0.0 6.0 1.0 3 LL 40.0 0.0 25.5 1.0 4. LL 40.0 0.0 25.5 1.0 5 LL 40.0 0.0 25.5 1.0 6 LL 40.0 0.0 25.5 1.0 7 LL 40.0 0.0 25.5 1.0 8 LL 40.0 0.0 6.0 1.0 * * *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** () BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 5 1.50 1.50 1.50 6 1.50 1.50 1.50 7 1.50 1.50 1.50 8 1.50 1.50 1.50 ** *MOMENT ENVELOPE & SHEARS @ 1 /10TH POINTS * ** (kip- feet,kips) POINT; .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 3/Q4 /Z-41 Page 1 of 3 at 25 ' G" Z5' 61i 25'6" 25' 6" 25' 6' I [Output ] <CONDOMINIUM VILLAGE DEL MAR. SLAB2> Page 2 of 3 BEAM NO. 2: MT: 0.0 -0.4 -0.8 MB: 0.0 -1.2 -1.7 -2.3 -2.9 -3.5 -4.2 V: -0.5 -1.0 -1.6 -2.3 -3.0 -3.8 -5.0 0.8 -0 0.8 0.8 0.8 0.8 0.8 -4.6 -5.5 -6.5 BEAM NO. 3: 0.8 0.8 0.8 0.8 MT: -5.8 -2.1 1.0 MB: _ _ 3.6 5.0 5.4 4.6 V: 2.0 1.7 2.6 -0.3 0.8 2.7 3.9 4.1 3.5 -3.5 1.2 0.8 0.3 2.0 -0.4 -4.6 BEAM NO. 4: 0.1 0.5 1.0 1.4 1.9 MT: -7.6 -3.6 MB: -4.7 -9.8 -0.7 1.6 3.0 4.5 4.0 2.4 -0.3 -3.3 2.1 1.8 1.3 0.9 05 0.0 3.1 1.8 -0.4 -4.3 . BEAM NO. 5: 0.4 0.9 1.3 1.7 MT: -7.1 -3.2 -0.2 MB: -9.3 -4.2 -0.3 1.9 3.2 4.8. 4.2 2.5 -0.2 -3.2 2.1 1.8 1.3 0.9 0.4 0.0 3.2 1.9 -0.3 -4.2 0.4 0.9 1.3 1.8 0 tht BEAM NO. 6: MT: -7.1 -3.3 -0.3 2.4 MB: -9.3 -4.3 -0.4 4.0 4.5 3.9 2.1 -0.6 -3.6 1 V: 2.1 1.8 3.1 3.4 3.0 1.6 -0.7 -4.7 1.7 1.3 0.9 0.4 0.0 0.5 0.9 1.3 1.8 BEAM NO. 7: MT: -7.6 -35 MB: -9.8 -4.6 -0.4 . -0.3 2.6 4.6 5.4 5.0 3.6 1.0 -2.1 2.0 V: 2.2 1.9 1.4 1.0 3.5 4.1 3.9 2.7 0.8 -2.7 0.5 0.1 0.3 0.8 1.2 1.7 BEAM NO. 8: MT: -5.8 -5.0 MB: -4.2 -3.5 -2.9 -2.3 -1.7 -1.2 -0.8 -0.4 -7.5 -6.5 -5.5 -4.6 -3.8 -3.0 V: 0.8 0.8 0.8 0.8 -2.3 -1.6 -1.0 -0.5 0.8 0.8 0.8 0.8 0.8 0.8 ** *REACTIONS * ** (kips) COL R D/T 1 -0.7 0.77 2 3.9 0.77 3 4.5 0.77 4 4.4 0.77 5 4.4 0.77 6 4.5 0.77 7 3.9 0.77 8 -0.7 0.77 ** *DEFLECTIONS * ** (inches) BM DEFL, t i m Tgli on -/30) 2 -0.02 0-20 3 0.26 4 0.19 U.S5 5 0.21 -- O5 0,K , 6 0.19 -- 6 5 7 0.26 -- O.gJS 8-0.02 - 0(,)•'2) 5 COMPUTING GOVERN/NG ULTIMATE SHEARS & MOMENTA' 2 0 * ** DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE 41/1BEAM NO. 2: 111= 0.00 -0.77 -7.53 WKG 0.00 -5.52 -5.78 ULT 0.00 -1.08 -11.06 ULT 0.00 -8.12 -8.10 C output ] %conDoximium `TILLAGE DEL MAR. SLAB2> BEAM NO. 3: WKG -7.53 5.35 WKG -5.78 -9.84 -0 ULT -11.06 . .39 -7.56 ULT 7.86 -14.46 -8.10 -0.58 -10.58 BEAM NO. 4: EKG -9.84 pK0 4.49 -9.26 ULT -7.56 -0.74 -7.11 ULT -14.46 6.59 -13.61 -10.58 -1.09 -9.96 BEAM NO. 5: WKG -9.26 yea 4.77 -9.26 ULT -7.11 -0.28 -7.11 -13.61 7.02 -13.61 ULT -9.96 -0.41 -9.96 BEAM NO. 6: WKG -9.26 y�0 4.49 -9.84 ULT -7.11 -0.74 -7.56 -13.61 6.59 -14.46 ULT -9.96 -1.09 -10.58 BEAN NO. 7: WRa -9.84 5.35 WKG -7.56 -7.53 ULT -14.46 -0.39 -5.78 ULT 7.86 -11.06 -10.58 -0.58 -8.10 BEAM NO. 8: KG -7.53 -0.77 WRQ -5.78 0.00 ULT -5.52 0.00 ULT -11.06 -1.08 0.00 -8.10 -8.12 0.00 * ** REINFORCING STEEL * ** (square inches,inches) BM ASL UL REVL ABM UM 2 0.00 0.00 0.00 0.00 0.00 0.29M 0.40 0.40 0..00 6.5 6.5 6.5 0AS17N 0.7i/ 3 0.40 0.40 0.00 0.28 0.28 0.02 0.54 0.54 0.00 6.5 6.5 6.5 0.17 4 0.54 0.54 0.00 0.23 0.23 0.04 0.50 0.50 0.00 6.5 6.5 6.5 0.17 5 0.50 0.50 0.00 0.25 0.25 0.01 0.50 0.50 0.00 6.5 6.5 6.5 0.17 6 0.50 0.50 0.00 0.23 0.23 0.04 0.54 0.54 0.00 6.5 6.5 6.5 7 0.54 0.54 0.00 0.28 0.28 0.02 0.40 0.40 0.00 6.5 6.5 6.5 0.17 8 0.40 0.40 0.00 0.00 0.00 0.29 0.00 0.00 0.00 6.5 6.5 6.5 0.17 039/ 09J1 0 `��} 0.17 End of CONSLAB v -° °r /IL lf Page 3 of 3 • [ output 3 < CONDOMINIUM VILLAGE DEL MAR. SLAB3> PROJECT: CONDOMINIUM VILLAGE DEL MAR. SLAB3 ** *BASIC DATA * ** ALT NO BMS FC FY GAM FCT (ksi) (ksi) (pcf) (psi) 5 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 6.0 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH (paf) ( feet 2 DL 36.0 0.0 6.0 1.0 3 DL 36.0 0.0 25.5 1.0 4 DL 36.0 0.0 25.5 1.0 2 LL 40.0 0.0 6.0 1.0 3 LL 40.0 0.0 25.5 1.0 4 LL 40.0 0.0 25.5 1.0 * * *CONC. LOADS * ** BM TYPE p LOC (kips) (feet) 2 DL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (noo) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 Page 1 of 2 * * *MOMENT ENVELOPE & SHEARS @ 1 /10TH POINTS * ** (kip- feet,kips) POINT; .0 .1 .2 _3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: MT: 0.0 -0.3 -0.6 0.0 -0.4 V: 0.7 0.7 -0.8 -1.3 -1.8 -2.5 -3.1 -3.9 -3.6 0.7 0.7 0.7 0.7 0.7 7 0.7 -4.7 7 0.7 BEAM NO. 3: MT: -5.0 MB: -6.5 -2.0 1.3 3.5 4.6 4.6 3.4 1.2 -1.7 V: 1.9 1.5 1.1 0.6 0.2 0.2 2.6 0.9 -2.2 0.7 1.1 1.6 BEAM NO. 4: MT: -9.5 -4.7 -0.7 MB: -12.4 -6.1 -0.9 2.4 6.0 7.8 8.5 8.1 6.5 2.6 2.2 1.8 1.4 4.6 6.0 6.5 6.2 5.0 0.9 0.5 0.0 0.4 0.8 ** *REACTIONS * ** (kips) - 4.3 - 5.6 0.7 -5.2 -6.8 2.0 3.8 2.9 1.3 • [ output ] %cora:mm=1M' VILLAGE DEL MAR. SLAB3> COL R D/T 1 -0.6 0.77 2 3.6 0.77 3 5.1 0.77 4 1.7 0.77 ** *DEFLECTIONS * ** (inches) Di c Oil BM DEFL. LimfToTf04 2 -0.01 0.20 3 0.20 4 0.48 0.85 0,K - COMPUTING GOVERN/NU T TIMATE SHEARS S aEARS & Mo�Trrs * ** DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE BEAM NO. 2: WKG 0.00 WRGWKG -0.61 -6.48 0.00 -4.69 -4.98 ULT 0.00 -0.86 -9.53 0.00 -6.89 -6.98 BEAM NO. 3: WKG -6.48 4.62 -12.41 WKG -4.98 -2.25 -9.54 ULT -9.53 6.78 -18.24 ULT -6.98 -3.30 -13.35 BEAM NO. 4: •WKG -12.41 8.51 0.00 WKG -9.54 -0.95 ULT -18.24 0.00 ULT -13.35 0.00 -13.35 -1.39 0.00 * ** REINFORCING STEEL * ** (square inches,inches) BM ASL UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN 2 0.00 0.00 0.00 0.00 0.00 0.24 0.34 0.34 0.00 6.5 6.5 6.5 0.17 0.25/ 3 0.34 0.34 0.00 0.24 0.24 0.11 0.70 0.70 0.00 6.5 6.5 6.5 0.17 4 0.70 0.70 0.00 0.46 0.46 0.05 0.00 0.00 0.00 6.5 6.5 6.5 0.17 ?3 ' 0.9L 0 A End of CONSLAB • Output ] < CONDOMINIUM VILLAGE DEL MAR. SLAB4> 25-4 047 lz-k Page 1 of 2 PROJECT: CONDOMINIUM VILLAGE DEL MAR. SLAB4 ** *BASIC DATA * ** ALT NO BMS FC FY GAM FCT (ksi) (ksi) (pcf) (psi) 6 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 19.0 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 5 11.0 12.0 8.0 * * *UNTF. LOADS * ** BM TYPE LOAD START END WIDTH (psf) ( feet ) 2 DL 36.0 0.0 19.0 1.0 3 DL 36.0 0.0 25.5 1.0 4 DL 36.0 0.0 25.5 1.0 5 DL 36.0 0.0 11.0 1.0 2 LL 40.0 0.0 19.0 1.0 3 LL 40.0 0.0 25.5 1.0 4 LL 40.0 0.0 25.5 1.0 5 LL 40.0 0.0 11.0 1.0 ** *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (n) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 5 1.50 1.50 1.50 19' ' 25' G" 26' 6.1 ** *MOMENT ENVELOPE & SHEARS @ 1 /10TH POINTS * ** (kip- feet,kips) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: MT: 0.0 2.0 3.3 4.0 MB. 0.0 1.5 2.5 3.1 4.1 3.6 2.4 0.6 -1.4 -3.7 2.7 1.8 0.5 V: 1.1 0.9 0.5 0.2 0.1 0.4 0.8 1.1 -1.8 -4.8 1.4 1.8 BEAM NO. 3: MT: MB: -6.5 -2.7 0.2 2.8 4.3 4.7 4.0 2.1 -0.6 -3.8 -8.5 _ V : 2.0 1.7 0.1 2.2 3.3 3.6 3.1 1.6 -0.8 -4.9 0.8 0.4 0.1 0.5 0.9 1.4 1.8 BEAM NO. 4: MT: -7.8 -3.7 -0.4 2.6 4.6 5.4 5.2 3.8. 1.3 -1.8 • • • ( Output ] <CONDOMINIIIN VILLAGE DEL MAR. SLAB4> MB: -10.2 -4.8 -0.6 V: 2.2 1.9 1.4 1.0 0.6 0.1 4.0 2.9 0.3 0.8 BEAM NO. 5: MT: -5.4 -4.1 -3.0 -2.1 MB: -7.0 -5.4 -4.0 -1.3 -0.7 -0.2 0.1 V: 1.5 1.4 1.2 1.0 0.8 0.6 0.5 0.3 ** *REACTIONS * ** (kips) COL R D/T 1 1.2 0.77 2 4.2 0.77 3 4.6 0.77 4 3.7 0.77 5 0.3 0.77 ** *DEFLECTIONS * ** (inches) BM DEFL. 2 0.12 3 0.21 4 0.27 5 -0.03 COMPUTING G411(c7 ipn Li ma lalijn 0•G3 _ (i. (6s _- p• ?.5 GOVERNING ULTIMATE SHEARS & MOMENTS 36 * ** DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE BEAM N0. 2: WRG 0.00 4.10 -8.46 WKG 0.00 -1.78 -6.50 ULT 0.00 6.02 -12.43 ULT 0.00 -2.62 -9.10 BEAM NO. 3: WKG -8.46 4.73 -10.16 WKG -6.50 -0.84 -7.81 ULT -12.43 6.94 -14.93 ULT -9.10 -1.23 -10.93 BEAM NO. 4: WKG -10.16 5.43 -7.04 WKG -7.81 -0.55 -5.41 ULT -14.93 7.98 -10.35 ULT -10.93 -0.81 -7.58 BEAM NO. 5: WKG -7.04 0.26 0.00 WKG -5.41 -3.96 0.00 ULT -10.35 0.39 ULT -7.58 0.00 -5.82 0.00 * ** REINFORCING STEEL * ** (square inches,inches) BM ASL UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN 2 0.00 0.00 0.00 0.21 0.21 0.09 0.46 0.46 0.00 6.5 6.5 6.5 0.17 0.290 3 0.46 0.46 0.00 0.25 0.25 0.04 0.56 0.56 0.00 6.5 6.5 6.5 0.17 4 0.56 0.56 0.00 0.29 0.29 0.03 0.38 0.38 0.00 6.5 6.5 6.5 0.17 5 0.38 0.38 0.00 0.01 0.01 0.21 0.00 0.00 0.00 6.5 6.5 6.5 0.17 End of CONSLAB ere-- 1� [ Page 2 of 2 1.0 -2.3 1.2 1.6 0.3 0.2 0.2 0.2 0.1 0.1 • [•Output ] <CONDOMINIUN VILLAGE DEL MAR. SLAB5> PROJECT: CONDOMINIUM VILLAGE DEL MAR. SLAB5 ** *BASIC DATA * ** ALT NO BMS FC FY FCT GAM (ksi) (ksi) (paf) (psi) 7 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 25.5 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 5 25.5 12.0 8.0 6 25.5 12.0 8.0 * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH (paf) ( feet 2 DL 36.0 0.0 25.5 1.0 3 DL 36.0 0.0 25.5 1.0 4 DL 36.0 0.0 25.5 1.0 5 DL 36.0 0.0 25.5 1.0 6 DL 36.0 0.0 25.5 1.0 2 LL 40.0 0.0 25.5 1.0 3 LL 40.0 0.0 25.5 1.0 4 LL 40.0 0.0 25.5 1.0 5 LL 40.0 0.0 25.5 1.0 6 LL 40.0 0.0 25.5 1.0 ** *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (yam) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 5 1.50 1.50 1.50 6 1.50 1.50 1.50 3g e Page 1 of 3 ** *MOAT ENVELOPE & SHEARS @ 1 /10TH POINTS * ** (kip- feet,kipe) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: MT: 0.0 3.9 6.6 8.2 8.7 MB: 0.0 3.0 5.1 63 8.1 6.4 3.5 -0.4 -4.3 1.6 1.3 0.9 . V: 6.7 6.2 4.9 2.7 -0.5 -5.6 0.4 0.0 0.5 0.9 1.3 1.8 2.2 BEAM NO. 3: MT: -9.1 -5.0 -1.7 0.9 2.8 MB: -11.8 -6.5 -2.2 0.7 3.7 3.4 2.0 -0.4 -3.2 2.2 2.8 2.6 1.6 -0.5 -4.1 [ Output ) <CONDOMINIUM VILLAGE DEL MAR. SLAB5> 3c1 0-F r ./L( Page 2 of 3 v: 2.2 1.9 1.4 1.0 0.6 0.1 0.3 0.8 1.2 1.6 BEAM NO. 4: MT: -6.8 -2.9 0.1 2.9 4.6 5.2 4.6 2.9 0.1 -2.9 MB: -8.9 -3.8 0.1 2.2 3.5 4.0 3.5 2.2 0.1 -3.8 V: 2.1 1.8 1.3 0.9 0.4 0.0 0.4 0.9 1.3 1.8 BEAM NO. 5: MT: -6.8 -3.2 -0.4 2.0 3.4 3.7 2.8 0.9 -1.7 -5.0 MB: -8.9 -4.1 -0.5 1.6 2.6 2.8 2.2 0.7 -2.2 -6.5 V: 2.0 1.6 1.2 0.8 0.3 0.1 0.6 1.0 1,4 1.9 BEAM NO. 6: MT: -9.1 -4.3 -0.4 3.5 6.4 8.1 8.7 8.2 6.6 3.9 MB: -11.8 -5.6 -0.5 2.7 4.9 6.2 6.7 6.3 5.1 3.0 `%: 2.6 2.2 1.8 1.3 0.9 0.5 0.0 0.4 0.9 1.3 ** *REACTIONS * ** (kips) COL R D/T 1 1.7 0.77 2 5.0 0.77 3 4.3 0.77 4 4.3 0.77 5 5.0 0.77 6 1.7 0.77 ** *DEFLECTIONS * ** (inches) BM DEFL. 2 0.51 3 0.12 4 0.25 5 0.12 6 0.51 COMPUTING GOVERNING ULTIMATE DJ L c_iNOn Li 1 Tx1+'On -. 0. - G '5 0-t5 '- Q.$j - 0.g SHEARS & MOMENTS * ** DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE BEAM NO. 2: KG 0.00 8.75 -11.82 WKG 0.00 -0.47 -9.08 ULT 0.00 12.85 -17.37 ULT 0.00 -0.69 -12.71 BEAM NO. 3: Witt -11.82 3.69 -8.86 WKG -9.08 -2.25 -6.81 ULT -17.37 5.43 -13.03 ULT -12.71 -3.30 -9.53 BEAM NO. 4: WKG -8.86 5.17 -8.86 WKG -6.81 0.09 -6.81 ULT -13.03 7.60 -13.03 ULT -9.53 0.13 -9.53 BEAM NO. 54 WKG -8.86 3.69 -11.82 WKG -6.81 -2.25 -9.08 ULT -13.03 5.43 -17.37 ULT -9.53 -3.30 -12.71 BEAM NO. 6: WKG -11.82 8.75 0.00 WKG -9.08 -0.47 0.00 ULT -17.37 12.85 0.00 (1--./3‘o) { e4- [ Output ] <CONDOMINIUN VILLAGE DEL MAR. SLAB5> Page 3 of 3 ULT -12.71 -0.69 0.00 * ** REINFORCING STEEL * ** (square inchee,inchee) BM ASL UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN 2 0.00 0.00 0.00 0.47 0.47 0.02 0.66 0.66 0.00 6.5 6.5 6.5 0.17 3 0.66 0.66 0.00 0.19 0.19 0.11 0.48 0.48 0.00 6.5 6.5 6.5 0.17 4 0.48 0.48 0.00 0.27 0.27 0.00 0.48 0.48 0.00 6.5 6.5 6.5 0.17 5 0.48 0.48 0.00 0.19 0.19 0.11 0.66 0.66 0.00 6.5 6.5 6.5 0.17 6 0.66 0.66 0.00 0.47 0.47 0.02 0.00 0.00 0.00 6.5 6.5 6.5 0.17 End of CONSLAB • • [ Output ] < CONDOMINIUM VILLAGE DEL MAR. SLAB 6> Lj/ a4=' Zy Page 1 of 2 PROJECT: CONDOMINIUM VILLAGE DEL MAR. SLAB 6 ** *BASIC DATA * ** ALT NO EMS FC FY GAM FCT (ksi) (ksi) (pcf) (psi) 6 3.0 60. 145. 40.0 f ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 19.0 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 5 6.0 12.0 8.0 ** *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH (paf) ( feet ) 2 DL 36.0 0.0 19.0 1.0 3 DL 36.0 0.0 25.5 1.0 4 DL 36.0 0.0 25.5 1.0 5 DL 36.0 0.0 6.0 1.0 2 LL 40.0 0.0 19.0 1.0 3 LL 40.0 0.0 25.5 1.0 4 LL 40.0 0.0 25.5 1.0 5 LL 40.0 0.0 6.0 1.0 ** *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (mm) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 5 1.50 1.50 1.50 ** *MOMENT ENVELOPE & SHEARS @ 1 /10TH POINTS * ** (kip- feet,kipa) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: MT: 0.0 2.0 3.3 4.0 4.1 3.5 2.4 0.6 -1.4 -3.7 MB: 0.0 1.5 2.5 3.1 3.1 2.7 1.8 0.5 -1.8 -4.8 V: 1.1 0.9 0.5 0.2 0.1 0.4 0.8 1.1 1.4 1.8 BEAM NO. 3: MT: -6.5 -2.8 0.2 2.8 4.4 4.8 4.0 2.2 -0.6 -3.7 MB: -8.5 -3.6 0.1 2.2 3.3 3.7 3.1 1.7 -0.8 -4.8 V: 2.0 1.7 1.3 0.8 0.4 0.1 0.5 0.9 1.4 1.8 BEAM NO. 4: MT: -7.7 -3.6 -0.4 : 2.5 4.5 5.3 5.0, 3.6 1.0 -2.0 • • Output ] <CONDOMINIUM VILLAGE DEL MAR. SLAB 6> V: BEAM NO. 5: MT: MB: -10.1 2.2 -4.7 -0.5 1.9 3.4 4.1 3.8 1.9 1.4 1.0 0.5 0.1 0.3 -5.7 -7.4 -4.9 -4.2 -3.5 -2.9 -2.3 -1.7 0.8 -6.4 -5.5 -4.6 -3.7 -2.9 -2.2 0.8 0.8 0.8 0.8 0.8 0.8 ** *REACTIONS * ** (kips) COL R D/T 1 1.2 0.77 2 4.2 0.77 3 4.6 0.77 4 3.9 0.77 5 -0.7 0.77 ** *DEFLECTIONS * ** (inches) BM DEFL. 2 0.11 3 0.21 4 0.26 5 -0.02 COMPUTING GOVERNING ULTIMATE 13 1.44Tions LiAi i7ulton -- 0.G3 - 0.95 O. K. - 0.55 SHEARS & MOMENTS 2 0 * ** DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE BEAM NO. WKG WKG ULT ULT BEAM NO. WKG WKG ULT ULT BEAM WKG WKG ULT TILT BEAM NO. WKG WKG ULT ULT 2: 0.00 0.00 0.00 0.00 3: -8.49 -6.52 -12.47 -9.13 NO. 4: -10.05 -7.72 - 14.77 -10.81 * * * 5: -7.44 -5.72 -10.93 -8.00 REINFORCING STEEL BM ASL UL 2 0.00 0.00 Q.791 3 0.46 0.46 4 0.55 0.55 5 0.40 0.40 0.99 / End of CONSLAB 4.08 -1.80 6.00 -2.65 4.76 -0.76 7.00 -1.11 5.29 -0.55 7.77 -0.80 -0.76 -5.46 - 1.07 - 8.02 * ** -8.49 -6.52 -12.47 -9.13 -10.05 -7.72 -14.77 -10.81 -7.44 -5.72 -10.93 -8.00 0.00 0.00 0.00 0.00 (square inches, inches) REVL ABM OK REVM ASR UR REVR DL DM DR ASMIN 0.00 0.21 0.21 0.09 0.46 0.46 0.00 6.5 6.5 6.5 0.17 0.00 0.25 0.25 0.04 0.55 0.55 0.00 6.5 6.5 6.5 0.17 0.00 0.28 0.28 0.03 0.40 0.40 0.00 6.5 6.5 6.5 0.17 0.00 0.00 0.00 0.29 0.00 0.00 0.00 6.5 6.5 6.5 0.17 0 9.1 ./ J 39 / 2.7 0.8 -1.2 -1.6 0.8 Page 2 of 2 0.8 -2.6 1.2 1.7 -0.8 -0.4 -1.0 -0.5 0.8 0.8 3• A 0 a COMDOMINItUI VILLAGE DEL MAR t � TYPE 6 t--- -1- TYPE 3 H TYPE 1 TYPE 4 29' -1' 25 " -6' 25' -6' SLAt3 ROOF 25'-61 25' -6' 25' -6' ARAB ENGINEERING, INC. CONSULTING ENGINEERS MOO MUM We. SAN Dee MIN WIN; R OIIDA 33 — o pa) as-sr rec sea octo aoti -amt Sheet No 2 OF: 2 Project: CONDOMINIUM AT.– VILLAGE OEL MAR SOUTHEAST CORNER CF swam Oran 8s LL Dots Yoy 9, 2003 FHe XO1OVI.WAR • Li Li D4 1Z...L-/ [ Output ] <CONDOMINIUN VILLAGE DEL MAR. ROOF SLAB..> Page 1 of 3 PROJECT: CONDOMINIIIN VILLAGE DEL MAR. ROOF SLAB TYPE 1 ** *BASIC DATA * ** ALT NO HMS FC FY GAM FCT (ksi) (ksi) (pef) (psi) 9 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 29.1 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 5 25.5 12.0 8.0 6 25.5 12.0 8.0 7 25.5 12.0 8.0 8 29.1 12.0 8.0 * * *UNIF. LOADS * ** 29= 1" BM TYPE LOAD START END WIDTH (paf) ( feet ) 2 DL 26.0 0.0 29.1 1.0 3 DL 26.0 0.0 25.5 1.0 4 DL 26.0 0.0 25.5 1.0 5 DL 26.0 0.0 25.5 1.0 6 DL 26.0 0.0 25.5 1.0 7 DL 26.0 0.0 25.5 1.0 8 DL 26.0 0.0 29.1 1.0 2 LL 30.0 0.0 29.1 1.0 3 LL 30.0 0.0 25.5 1.0 4 LL 30.0 0.0 25.5 1.0 5 LL 30.0 0.0 25.5 1.0 6 LL 30.0 0.0 25.5 1.0 7 LL 30.0 0.0 25.5 1.0 8 LL 30.0. 0.0 29.1 1.0 ** *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (mm) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 5 1.50 1.50 1.50 6 1.50 1.50 1.50 7 1.50 1.50 1.50 8. 1.50 1.50 1.50 25)-61, ' 251-Cu 76.6" 7.5' -6" ** *MOMENT ENVELOPE & SHEARS 6t 1 /10TH POINTS * ** (kip- feet,kipa) POINT: 2$' -6 7Y- t" .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 • E Output ] <CONDOMINIUM VILLAGE DEL MAR. ROOF SLAB..> yf /t Page 2 of 3 BEAM NO. 2: MT: 0.0 4.5 7.8 9.7 10.4 9.8 7.8 4.6 0.1 -4.5 MB: 0.0 3.6 6.3 7.8 8.4 7.8 6.3 3.7 0.1 -5.7 V: 1.7 1.3 0.9 0.4 0.0 0.4 0.9 1.3 1.8 2.2 BEAM NO. 3: MT: -10.2 -6.2 -2.9 -0.5 1.4 2.5 2.6 1.6 -0.2 -2.6 MB: -12.7 -7.7 -3.7 -0.6 1.2 2.0 2.1 1.3 -0.3 -3.2 V: 2.1 1.8 1.4 1.0 0.6 0.2 0.2 0.6 0.9 1.3 BEAM NO. 4: MT: -5.7 -2.2 0.6 2.9 4.3 4.6 4.0 2.3 -0.2 -3.1 MB: -7.1 -2.8 0.5 2.3 3.4 3.7 3.2 1.9 -0.3 -3.9 V: 1.8 1.5 1.1 0.7 0.3 0.1 0.4 0.8 1.2 1.6 BEAM NO. 5: MT: -6.8 -3.2 -0.5 1.9 3.4 3.9 3.4 1.9 -0.5 -3.2 MB: -8.5 -4.0 -0.6 1.5 2.7 3.1 2.7 1.5 -0.6 -4.0 V: 1.9 1.6 1.2 0.8 0.4 0.0 0.4 0.8 1.2 1.6 BEAM NO. 6: MT: -6.8 -3.1 -0.2 2.3 4.0 4.6 4.3 2.9 0.6 -2.2 MB: -8.5 -3.9 -0.3 1.9 3.2 3.7 3.4 2.3 0.5 -2.8 V: 1.9 1.6 1.2 0.8 0.4 0.1 0.3 0.7 1.1 1.5 BEAM NO. 7: NT: -5.7 -2.6 -0.2 1.6 2.6 2.5 1.4 -0.5 -2.9 -6.2 MB: -7.1 -3.2 -0.3 1.3 2.1 2.0 1.2 -0.6 -3.7 -7.7 V: 1.6 1.3 0.9 0.6 0.2 0.2 0.6 1.0 1.4 1.8 BEAM NO. 8: MT: -10.2 -4.5 0.1 4.6 7.8 9.8 10.4 9.7 7.8 4.5 MB: -12.7 -5.7 0.1 3.7 6.3 7.8 8.4 7.8 6.3 3.6 V: 2.6 2.2 1.8 1.3 0.9 0.4 0.0 0.4 0.9 1.3 ** *REACTIONS * ** (kips) COL R D/T 1 1.8 0.80 2 4.8 0.80 3 3.6 0.80 4 3.9 0.80 5 3.9 0.80 6 3.6 0.80 7 4.8 0.80 8 1.8 0.80 ** *DEFLECTIONS * ** (inches) BM DEFL. 2 0.80 3 -0.05 4 0.22 5 0.16 6 0.22 7 -0.05 8 0.80 COMPUTING 04 RE dot\ Li walion -- 0.96 - o.,} 5 - C1. cb 5 -- o.'3 5 - 0.'&S - v�5 GOVERNING ULTIMATE SHEARS & MOMEN'S 9(� * ** DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE BEAM NO. 2: WKG 0.00 10.40 -12.74 NRG 0.00 0.11 -10.24 ULT 0.00 15.17 - 18.59 ULT 0.00 0.15 14.33. �-/36o) 0.K. • Output ] <FQNDOMINIDN VILLAGE DEL MAR. ROOF SLAB..> L14o4tzy Page 3 of 3 BEAM NO. 3: MEG -12.73 2.56 -7.10 MG -10.23 -3.66 -5.70 ULT -18.58 3.73 -10.36 ULT -14.32 -5.35 -7.99 BEAM NO. 4: MG -7.10 4.61 -8.51 EKG -5.70 -0.28 -6.84 ULT -10.36 6.72 -12.41 ULT -7.98 -0.41 -9.57 BEAM NO. 5: WKG -8.51 3.90 -8.51 NRG -6.84 -0.57 -6.84 ULT -12.41 5.69 -12.41 ULT -9.57 -0.83 -9.57 BEAM NO. 6: MEG -8.51 4.61 -7.10 WKG -6.84 -0.28 -5.70 ULT =12.41 6.72 -10.36 ULT -9.57 -0.41 -7.98 BEAM NO. 7: WKG -7.10 2.56 -12.73 WRG -5.71 -3.66 -10.23 ULT -10.36 3.73 -18.58 ULT -7.99 -5.35 -14.32 BEAM NO. 8: MG -12.74 10.40 0.00 MG -10.24 0.11 0.00 ULT -18.59 15.17 0.00 ULT -14.33 0.15 0.00 REINFORCING STEEL *** (square inches,inches) BM ASL UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN 2 0.00 0.00 0.00 0.57/0.57 0.00 0.71 0.71 0.00 6.5 6.5 6.5 0.17 0.29v 1.23 3 0.71 0.71 0.00 0.13 0.13 0.19 0.38 0.38 0.00 6.5 6.5 6.5 0.17 4 0.38 0.38 0.00 0.24 0.24 0.01 0.46 0.46 0.00 6.5 6.5 6.5 0.17 5 0.46 0.46 0.00 0.20 0.20 0.03 0.46 0.46 0.00 6.5 6.5 6.5 0.17 6 0.46 0.46 0.00 0.24 0.24 0.01 0.38 0.38 0.00 6.5 6.5 6.5 0.17 7 0.38 0.38 0.00 0.13 0.13 0.19 0.71 0.71, 0.00 6.5 6.5 6.5 0.17 1.2 3 8 0.71 0.71 0.00 0.57'0.57 0.00 0.00 0.00 0.00 6.5 6.5 6.5 0.17 0 9-9 / 0.99 ✓ 9) End of CONSLAB [ Output ] <CONDOMINIUN VILLAGE DEL MAR. ROOF SLA..> • PROJECT: CONDOMINIUN VILLAGE DEL MAR. ROOF SLAB TYPE 2 ** *BASIC DATA * ** • ALT NO BMS FC FY GAM FCT (ksi) (ksi) (pcf) (psi) 9 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 14.7 12.0 8.0 3 25.5 12.0 8.0 4 25.5 .12.0 8.0 5 25.5 12.0 8.0 6 25.5 12.0 8.0 7 25.5 12.0 8.0 8 14.7 12.0 8.0 1-7147--(r? 15'76' ZS'- " Z5'- 6 • _ 75' G y * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH (paf) ( feet ) 2 DL 26.0 0.0 14.7 1.0 3 DL 26.0 0.0 25.5 1.0 4 DL 26.0 0.0 25.5 1.0 5 DL 26.0 0.0 25.5 1.0 6 DL 26.0 0.0 25.5 1.0 7 DL 26.0 0.0 25.5 1.0 8 DL 26.0 0.0 14.7 1.0 2 LL 30.0 0.0 14.7 1.0 3 LL 30.0 0..0 25.5 1.0 4 LL 30.0 0.0 25.5 1.0 5 LL 30.0 0.0 25.5 1.0 6 LL 30.0 0.0 25.5 1.0 7 LL 30.0 0.0 25.5 1.0 8 LL 30.0 0.0 14.7 1.0 * * *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** ( =) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 5 1.50 1.50 1.50 6 1.50 1.50 1.50 7 1.50 1.50 1.50 8 1.50 1.50 1.50 11 7 or4 / Page 1 of 3 75= 1G'- b" ** *MOMENT ENVELOPE & SHEARS @ 1 10TH * ** / POINTS (kip- feet,kipa) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 • • • [ Output ] <CONDOMINIUN VILLAGE DEL MAR. ROOF SLA..> 8' erIP Page 2 of 3 BEAM NO. 2: MT: 0.0 0.8 1.3 MB: 0.0 0.7 1.5 1.3 0.8 0.0 -0.9 -2.1 V: 0.6 0.4 0.2 1.2 1.0 0.6 0.61 -1.2 -2.7 0.0 0.2 0.5 0.7 0.9 1.1 BEAM NO. 3: MT: -5.3 -1.9 0.9 3.2 MB: -6.6 -2.4 0.7 2.6 4.5 4.7 4.0 2.3 -0.3 V: 1.8 1.5 1.1 0.7 3.6 3.8 3.2 1.9 -0.3 0.3 0.1 0.5 0.9 1.3 BEAM NO. 4: MT: -7.0 -3.4 -0.5 1.9 3.4 MB: -8.7 -4.2 -0.7 1.5 4.0 3.5 2.1 V: 1.9 1.6 1.2 2.7 3.2 2.8 1.7 0.8 0.4 0.0 0.4 0.8 BEAM NO. 5: MT: -6.6 -3.0 MB: -0.2 2.2 3.7 4.2 3.7 2.2 -0.2 -8.2 -3.7 -0.2 1.8 3.0 3.4 3.0 1.8 -0.2 V: 1.9 1.6 1.2 0.8 0.4 0.0 0.4 0.8 1.2 BEAM NO. 6: MT: -6.6 -3.0 -0.3 2.1 MB: -8.2 -3.8 -0.3 1.8 17 3.5 4.0 3.4 1.9 -0.5 V: 2.8 3.2 2.7 1.5 -0.7 .8 1.5 1.1 .0.8 0.4 0.0 0.4 0.8 1.2 -3.6 -4.5 1.3 -3.2 -4.0 1.6 -0.3 -3.0 -9.3 -3.8 .1 1.5 BEAM NO. 7: MT: MB: V BEAM NO. 8: MT: MB: -3.0 -3.7 1.6 -3.4 -4.2 1.6 -7.0 -3.2 -0.3 2.3 4.0 4.7 4.5 3.2 0.9 -1.9 -8.7 -4.0 -0.3 1.9 1.6 1.9 3.2 3.8 3.6 2.6 0.7 -2.4 1.3 0.9 0.5 0.1 0.3 0.7 1.1 1.5 -5.3 -3.6 -2.1 -0.9 0.0 0.8 1.3 1.5 1.3 0.8 -6.6 -4.5 -2.7 -1.2 0.0 0.6 1.0 1.2 1.0 0.7 1.5 1.3 1.1 0.9 0.7 0.5 0.2 0.0 0.2 0.4 ** *REACTIONS * ** (kips) COL R D/T 1 0.7 0.80 2 3.4 0.80 3 4.0 0.80 4 3.9 0.80 5 3.9 0.80 6 4.0 0.80 7 3.4 0.80 8 0.7 0.80 ** *DEFLECTIONS * ** (inches) BM DEFL. 2 -0.01 3 0.23 4 0.16 5 0.19 6 0.16 7 0.23 8 -0.01 COMPUTING GOVERNING ULTIMATE * * * DC Ce On .9 L i 7aTiop - o.49 - v .535 - 0.55 - o.95 -- 0,85 o,4a6 - SHEARS & MOMENTS DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE BEAM NO. 2: WKG 0.00 1.47 -6.61 WKG 0.00 -2.66 -5.31 ULT 0.00 2.14 -9.65 ULT 0.00 -3.88 - 7.44 0-/360) • [ Output ] <CONDOMINIUN VILLAGE DEL MAR. ROOF SLA..> Page 3 of 3 BRAM NO 3: EKG -6.61 4.75 -8.71 WKG -5.31 -0.35 -7.00 ULT -9.65 6.93 -12.71 ULT -7.44 -0.51 -9.80 BEAM NO. 4: WKG -8.71 3.96 -8.19 WKG -7.00 -0.66 -6.58 ULT -12.71 5.78 -11.94 ULT -9.80 -0.97 -9.21 BEAM NO. 5: WKG -8.19 4.22 -8.19 WKG -6.58 -0.24 -6.58 ULT -11.94 6.16 -11.94 ULT -9.21 -0.36 -9.21 BEAM NO. 6: WKG -8.19 3.96 -8.71 WKG -6.58 -0.66 -7.00 ULT -11.94 5.78 -12.71 ULT -9.21 -0.97 -9.80 BEAM NO. 7: EKG -8.71 4.75 -6.61 WKG -7.00 -0.35 -5.31 ULT - 12.71 6.93 -9.65 ULT -9.80 -0.51 -7.44 BEAM NO. 8: WKG -6.61 1.47 0.00 WKG -5.31 -2.66 0.00 ULT -9.65 2.14 0.00 ULT -7.44 -3.88 0.00 REINFORCING STEEL * ** (aware inches,inches) BM ASL UL REVL ASM UN REM ASR UR REVR DL DM DR ASMIN 2 0.00 0.00 0.00 0.07 0.07 0.14 0.35 0.35 0.00 6.5 6.5 6.5 0.17 U.?) 3 0.35 0.35. 0.00 0.25 0.25 0.02 0.47 0.47 0.00 6.5 6.5 6.5 0.17 4 0.47 0.47 0.00 0.20 0.20 0.03 0.44 0.44 0.00 6.5 6.5 6.5 0.17 5 0.44 0,44 0.00 0.22 0.22 0.01 0.44 0.44 0.00 6.5 6.5 6.5 0.17 6 0.44 0.44 0.00 0.20 0.20 0.03 0.47 0.47 0.00 6.5 6.5 6.5 0.17 7 0.47 0.47 0.00 0.25 0.25 0.02 0.35 0.35 0.00 6.5 6.5 6.5 0.17 8 0.35 0.35 0.00 0.07 0.07 0.14 0.000.00 0.00 6.5 6.5 6.5 0.17 o.9 . 099.E 039 Bud of CONSLAB Output 3 < CONDOMINIUN VILLAGE DEL MAR. ROOF SLA..> fro er'`F. t 'z--'i Page 1 of 2 PROJECT: CONDOMINIUM VILLAGE DEL MAR. ROOF SLAB TYPE 3 ** *BASIC DATA * ** ALT NO BMS FC FY GAM FCT (ksi) (ksi) (pcf) (psi) 5 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 14.7 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH (psi) ( feet ) 2 DL 26.0 0.0 14.7 1.0 3 DL 26.0 0.0 25.5 1.0 4 DL 26.0 0.0 25.5 1.0 2 LL 30.0 0.0 14.7 1.0 3 LL 30.0 0.0 25.5 1.0 4 LL 30.0 0.0 25.5 1.0 ** *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 DL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** 4m1) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 251- 6" 15'- 6" ** *MOMENT ENVELOPE & SHEARS @ 1 /10TE POINTS * ** (kip- feet,kips) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: MT: 0.0 0.9 1.4 1.7 1.6 1.2 0.4 -0.6 -1.7 -3.1 MB: 0.0 0.7 1.2 1.3 1.3 0.9 0.3 -0.7 -2.1 -3.8 V: 0.6 0.5 0.3 0.0 0.2 0.4 0.6 0.9 1.1 1.3 BEAM NO. 3: MT: -4.7 -1.6 1.0 3.0 4.0 4.0 3.0 1.0 -1.6 -4.8 MB: -5.9 -1.9 0.8 2.4 3.2 3.2 2.4 0.8 -2.0 -6.0 V: 1.7 1.4 1.0 0.6 0.2 0.2 0.6 1.0 1.4 1.8 BEAM NO. 4: MT: -8.8 -4.3 -0.6 2.8 5.4 6.9 7.5 7.1 5.8 3.4 MB: -10.9 -5.4 -0.8 2.2 4.3 5.6 6.1 5.7 4.6 2.7 V: 2.3 2.0 1.6 1.2 0.8 0.4 0.0 0.3 0.7 1.1 ** *REACTIONS * ** (kips) • [ Output ] <CONDOMINIUN VILLAGE DEL MAR. ROOF SLA..> 2/ c4 /Z1i Page 2 of 2 COL R D/T 1 0.7 0.80 2 3.3 0.80 3 4.5 0.80 4 1.5 0.80 ** *DEFLECTIONS * ** (inches) BM DEFL. 2 0.02 3 0.17 4 0.43 COMPUTING GOVERNING ULTIMATE DcliccijoAs Lim( toiton - O. /49 - 0.b5 - 0 .i35 SHEARS & MOMENTS * ** DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE BEAM NO. 2: WKG 0.00 1.68 -5.91 WKG 0.00 -2.10 -4.75 ULT 0.00 2.45 -8.62 ULT 0.00 -3.06 -6.64 BEAM NO. 3: WKG -5.91 4.00 -10.93 WKG -4.75 -1.99 -8.78 ULT -8.62 5.83 -15.95 ULT -6.64 -2.90 - 12.30 BEAM NO. 4: WKG -10.93 7.54 0.00 WKG -8.78 -0.80 0.00 ULT -15.95 11.00 0.00 ULT -12.30 -1.17 0.00 * ** REINFORCING STEEL * ** (square inches,inches) BM ASL UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN 2 0.00 0.00 0.00 0.08 0.08 0.11 0.31 0.31 0.00 6.5 6.5 6.5 0.17 © 29/ 3 0.31 0.31 0.00 0.21 0.21 0.10 0.60- -0.60 0.00 6.5 6.5 6.5 0.17 4 0.60 0.60 0.00 0.40 0.40 0.04 0.00 0.00 0.00 6.5 6.5 6.5 0.17 �. t. c� 99 0..9.E 0)9 End of CONSLAB • Output ] <CONDOMINIUN VILLAGE DEL MAR. ROOF SLA..> b t ts, Ze Page 1 of 2 PROJECT: CONDOMINIUM VILLAGE DEL MAR. ROOF SLAB TYPE 4 ** *BASIC DATA * ** ALT NO BMS FC FY GAM FCT (ksi) (ksi) (pcf) (psi) 6 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 19.0 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 5, 14.7 12.0 8.0 * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH (pad) ( feet ) 2 DL 26.0 0.0 19.0 1.0 3 DL 26.0 0.0 25.5 1.0 4 DL 26.0 0.0 25.5 1.0 5 DL 26.0 0.0 14.7 1.0 2 LL 30.0 0.0 19.0 1.0 3 LL 30.0 0.0 25.5 1.0 4 LL 30.0 0.0 25.5 1.0 5 LL 30.0 0.0 14.7 1.0 * * *CONC. LOADS * ** BM TYPE P LOC (kips) (fest) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (mmt) BM LEFT MID RIGHT 2 1.50 1.50 1.5.0 3 1.50 1.50 1.50 4 1.50 1.50 1.50 5 1.50 1.50 1.50 t9' 1 ZS' -6" 1 ** *MOMENT ENVELOPE & SHEARS @ 1 /10TH POINTS * ** (kip- feet,kipe) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: NT: 0.0 1.7 2.9 3.5 3.6 3.1 2.1 0.5 -1.3 -3.4 MB: 0.0 1.4 2.3 2.8 2.9 2.5 1.7 0.4 -1.6 -4.3 V: 1.0 0.8 0.5 0.2 0.1 0.4 0.7 1.0 1.3 1.6 BEAM NO. 3: MT: -6.0 -2.6 0.2 2.5 3.9 4.2 3.6 1.9 -0.5 -3.4 MB: • -7.5 -3.2 0.1 2.0 3.1 3.4 2.9 1.6 -0.7 -4.3 V: 1.8 1.5 1.1 0.7 0.3 0.1 0.4 0.8 1.2 1.6 BEAM NO. 4: MT: -7.1 -3.4 -0.4 2.2 4.0 4.7 4.4 3.2 0.9 -1.9 • [ Output ] <CONDOMINIUN VILLAGE DEL MAR. ROOF SLA..> .53 /Zit Page 2 of 2 MB: -8.9 -4.2 -0.5 1.8 3.2 3.8 3.6 2.5 0.7 -2.3 V: 2.0 1.6 1.3 0.9 0.5 0.1 0.3 0.7 1.1 1.5 BEAM NO. 5: MT: -5.3 -3.6 -2.1 -0.9 0.0 0.8 1.3 1.5 1.3 0.8 MB: -6.6 -4.4 -2.6 -1.1 0.0 0.7 1.1 1.2 1.1 0.7 V: 1.5 1.3 1.1 0.9 0.7 0.4 0.2 0.0 0.2 0.4 ** *REACTIONS * ** (kips) COL R D/T 1 1.1 0.80 2 3.7 0.80 3 4.0 0.80 4 3.4 0.80 5 0.7 0.80 ** *DEFLECTIONS * ** (inches) D. rt. (C1104 BM DEFL. Li Mi iQ�101! 2 0.10 --- 0.6/1 3 0.19 - 0.55 4 0.23 - 0.85 5 -0.01 -- 0.49 COMPUTING GOVERNING ULTIMATE SHEARS & MOMENTS * ** DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE BEAM NO. 2: WKG 0.00 3.61 -7.50 WIG 0.00 -1.59 -6.03 LT 0.00 5.27 -10.95 ULT 0.00 -2.33 -8.44 BEAN ' NO. 3: WKG -7.50 4.21 -8.89 WKG -6.03 -0.67 -7.15 ULT -10.95 6.14 -12.98 ULT -8.44 -0.98 -10.01 BEAM NO. 4: WKG -8.89 4.68 -6.55 WKG -7.15 -0.48 -5.27 ULT -12.98 6.83 -9.56 ULT - 10.01 -0.71 -7.37 1/360, 0, , BEAM NO. 5: WKG -6.55 1.48 0.00 WKG -5.27 -2.61 0.00 ULT -9.56 2.16 0.00 ULT -7.37 -3.81 0.00 * ** REINFORCING STEEL * ** (square inches,inches) BM ASL UL REV'L ASM UM REVM ASR UR REVR DL DM DR ASMIN 2 0.0 0.00 0.00 0.19 0.19 0.08 0.40 0.40 0.00 6.5 6.5 6.5 0.17 0.2. d 561r 0.56 3 0.40 0.40 0.00 0.22 0.22 0.03 0.48 0.48 0.00 6.5 6.5 6.5 0.17 4 0.48 0.48 0.00 0.24 0.24 0.02 0.34 0.34 0.00 6.5 6.5 6.5 0.17 5 0.34 0.34 0.00 0.07 0.07 0.13 0.00 0.00 0.00 6.5 6.5 6.5 0.17 0,99i c? 0.59�� 91 End of CONSLAB •'y ©f <zL-/ [ Output ] <CONDOMINIQN VILLAGE DEL MAR. ROOF SLAB..> Page 1 of 2 • PROJECT: CONDOMINIIIN VILLAGE DEL MAR. ROOF SLAB TYPE 5° ** *BASIC DATA * ** ALT NO EMS FC FY GAM FCT (ksi) (ksi) (pcf) (psi) 6 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 19.0 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 5 11.0 12.0 8.0 * * *t7 F. LOADS * ** BM TYPE LOAD START END WIDTH (Paf) ( feet ) 2 DL 26.0 0.0 19.0 1.0 3 DL 26.0 0.0 25.5 1.0 4 DL 26.0 0.0 25.5 1.0 5 DL 26.0 0.0 11.0 1.0 2 LL 30.0 0.0 19.0 1.0 3 LL 30.0 0.0 25.5 1.0 4 LL 30.0 0.0 25.5 1.0 5 LL 30.0 0.0 11.0 1.0 * * *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (mm) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 5 1.50 1.50 1.50 19' 2V-6" I :4516" 11 ** *MOMENT ENVELOPE & SHEARS @ 1 /10TH POINTS * ** (kip- feet,kipa) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: MT: 0.0 1.7 2.9 3.5 3.6 3.1 2.1 0.6 -1.3 -3.4 MB: 0.0 1.4 2.3 2.8 2.9 2.5 1.7 0.4 -1.6 -4.3 V: 1.0 0.8 0.5 0.2 0.1 0.4 0.7 1.0 1.3 1.6 BEAM NO. 3: MT: -6.0 -2.5 0.2 2.5 3.8 4.2 3.5 1.9 -0.6 -3.5 MB: -7.5 -3.2 0.1 2.0 3.1 3.4 2.8 1.5 -0.7 -4.4 V: 1.8 1.5 1.1 0.7 0.3 0.1 0.4 0.8 1.2 1.6 BEAM NO. 4: MT: -7.2 -3.4 -0.4 2.3 4.0 4.8 4.6 3.4 1.2 -1.6 .J5csCJz.y [ Output ] <CONDOMINIIIN VILLAGE DEL MAR. ROOF SLAB..> Page 2 of 2 MB: V: BEAM NO. 5: MT: -5.0 -3.8 -2.8 -1.9 -1.2 -0.6 -0.2 0.1 0.2 0.2 MB: -6.2 -4.8 -3.5 -2.4 -1.5 -0.8 -0.3 0.1 0.2 0.2 V: 1.3 1.2 1.1 0.9 0.7 0.6 0.4 0.2 0.1 0.1 -9.0 2.0 -4.2 -0.5 1.8 3.2 3.9 3.7 2.7 1.7 1.3 0.9 0.5 0.1 0.3 0.7 0.9 -2.0 1.1 1.4 ** *REACTIONS * ** (kips) COL R D/T 1 1.1 0.80 2 3.7 0.80 3 4.1 0.80 4 3.2 0.80 5 0.3 0.80 ** *DEFLECTIONS * ** (inches) DEElccl;Jn BM DEFL. 0.10 - 0•G4 3 0.18 " 0-165 4 0.24 _ fl B5 5 -0.02 - 0.31 COMPUTING GOVERNING ULTIMATE SHEARS & MOMENTS * ** DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE BEAM NO. 2: WKG 0.00 3.62 -7.48 WKG 0.00 -1.57 -6.01 LT 0.00 5.28 -10.91 ULT 0.00 -2.30 -8.41 BEAM NO. 3: WKG -7.48 4.18 -8.98 WKG -6.01 -0.74 -7.22 ULT - 10.91. 6.10 -13.10 ULT -8.41 -1.08 -10.10 BEAM NO. 4: WKG -8.98 4.80 -6.23 WKG -7.22 -0.49 -5.00 ULT -13.10 7.01 -9.09 LT -10.10 -0.71 -7.01 BEAM NO. 5: WKG -6.23 0.23 0.00 WKG -5.00 -3.50 0.00 ULT -9.09 0.34 0.00 ULT -7.01 -5.11 0.00 * * * REINFORCING STEEL * ** (square inches,inches) BM ASL UL MIL ASM / UM REVM ASR UR R DL DM DR 2 0.00/0.00 MIL 0.00 0.00 0.19 /0.19 0.08 0.40/0.40 0.00 6.5 6.5 6.5 0.17N 02. U•54 0.50 3 0.40 0.40 0.00 0.22 0.22 0.04 0.48 0.48 0.00 6.5 6.5 6.5 0.17 4 0.48 0.48 0.00 0.25 0.25 0.02 0.33 0.33 0.00 6.5 6.5 6.5 0.17 5 0.33 0.33 0.00 0.01 0.01 0.18 0.00 0.00 0.00 6.5 6.5 6.5 0.17 09.E 09�. 0.3.9 / End of CONSLAB 0.K. • ( Output ] <CONDOMINIUN VILLAGE DEL MAR. ROOF SLA..> 56- moV la-11 Page 1 of 2 PROJECT: CONDOMINIUN VILLAGE DEL MAR. ROOF SLAB TYPE 6 ** *BASIC DATA * ** ALT NO BMS FC FY GAM FCT (ksi) (ksi) (pcf) (psi) 5 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 6.0 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH (psf) ( feet ) 2 DL 26.0 0.0 6.0 1.0 3 DL 26.0 0.0 25.5 1.0 4 DL 26.0 0.0 25.5 1.0 2 LL 30.0 0.0 6.0 1.0 3 LL 30.0 0.0 25.5 1.0 4 LL 30.0 0.0 25.5 1.0 ** *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (mm) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 6, 25.5 25.5 ** *MOMENT ENVELOPE & SHEARS @ 1 /10TH POINTS * ** (kip - feet,kips) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: MT: 0.0 -0.3 -0.6 -0.9 -1.3 -1.8 -2.2 -2.8 -3.3 -3.9 MB: 0.0 -0.3 -0.7 -1.1 -1.6 -2.2 -2.8 -3.4 -4.1 -4.9 V: 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 BEAM NO. 3: MT: -4.6 -1.4 1.2 3.1 4.1 4.1 3.0 1.0 -1.6 -4.8 MB: -5.7 -1.8 0.9 2.5 3.3 3.3 2.4 0.8 -2.0 -6.0 V: 1.7 1.4 1.0 0.6 0.2 0.2. 0.6 1.0 1.4 1.8 BEAM NO. 4: MT: -8.8 -4.3 -0.7 2.7 5.3 6.9 7.5 7.1 5.7 3.4 MB: -11.0 -5.4 -0.8 2.2 4.3 5.6 6.0 5.7 4.6 2.7 V: 2.3 2.0 1.6 1.2 0.8 0.4 0.0 0.3 0.7 1.1 ** *REACTIONS * ** (kips) • • [ Output ] <CONDOMINIUN VILLAGE DEL MAR. ROOF SLA..> 57 csc tz.( Page 2 of 2 COL R D/T 1 -0.5 0.80 2 3.2 0.80 3 4.5 0.80 4 1.5 0.80 ** *DEFLECTIONS * ** (inches) BM DEFL. 2 -0.01 3 0.17 4 0.43 COMPUTING GOVERNING ULTIMATE * ** Dc ('L6rlian Limila1ioi - 0.207 - o .g5 - 0.55 SHEARS & MOMENTS DESIGN MOMENTS * ** (kip -feet) M -LEFT M -MID M -RITE BEAM NO. 2: WKG 0.00 -0.57 -5.73 WKG 0.00 -4.15 -4.61 ULT 0.00 -0.80 -8.37 ULT 0.00 -6.05 -6.45 BEAM NO. 3: WKG -5.73 4.08 - 10.98 WKG -4.61 -1.99 -8.82 ULT -8.37 5.96 -16.01 ULT -6.45 -2.90 -12.35 BEAM NO. 4: WKG -10.98 7.52 0.00 WKG -8.82 -0.84 0.00 ULT -16.01 10.97 0.00 ULT -12.35 -1.22 0.00 * ** REINFORCING STEEL * ** (square inches, inches) L %36©) 0-K. BM ASL UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN 2 0.00 0.00 0.00 0.00 0.00 0.21 0.30 0.30 0.00 6.5 6.5 6.5 0.17 0.2..91 3 0.30 0.30 0.00 0.21 0.21 0.10 0.60 0.60 0.00 6.5 6.5 6.5 0.17 4 0.60 0.60 0.00 0.40 0.40 0.04 0.00 0.00 0.00 6.5 6.5 6.5 0.17 0'5) 0.9..9/ p.59, End of CONSLAB • [ Output 1 <CONDOMINIUM VILLAGE DEL MAR. ROOF SLAB..> .55.F 04:: /7-14 Page 1 of 2 PROJECT: CONDOMINIUM VILLAGE DEL MAR. ROOF SLAB TYPE 7 ** *BASIC DATA * ** ALT NO BMS FC FY GAM FCT (kai) (kai) (pcf) (psi) 6 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN 3 D (feet) (inches) 2 19.0 12.0 8.0 3 25.5 12.0 8.0 4 25.5 12.0 8.0 5 6.0 12.0 8.0 * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH (psf) ( feet ) 2 DL 26.0 0.0 19.0 1.0 3 DL 26.0 0.0 25.5 1.0 4 DL 26.0 0.0 25.5 1.0 5 DL 26.0 0.0 6.0 1.0 2 LL 30.0 0.0 19.0 1.0 3 LL 30.0 0.0 25.5 1.0 4 LL 30.0 0.0 25.5 1.0 5 LL 30.0 0.0 6.0 1.0 ** *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (mm) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 5 1.50 1.50 1.50 19' 251.C" 25'-0 G it ** *MOMENT ENVELOPE & SHEARS 8! 1 /10TH POINTS * ** (kip- feet,kipa) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: MT: 0.0 1.7 2.9 3.5 3.6 3.1 2.1 0.5 -1.3 -3.4 MD: 0.0 1.4 2.3 2.8 2.9 2.5 1.7 0.4 -1.6 -4.3 V: 1.0 0.8 0.5 0.2 0.1 0.4 0.7 1.0 1.3 1.6 BEAM NO. 3: MT: -6.0 -2.6 0.2 2.5 3.9 4.2 3.6 2.0 -0.5 -3.4 MB: -7.5 -3.2 0.1 2.0 3.1 3.4 2.9 1.6 -0.7 -4.3 V: 1.8 1.5 1.1 0.7 0.3 0.1 0.4 0.8 1.2 1.6 BEAM NO. 4: MT: -7.1 -3.4 -0.4 2.2 3.9 4.7 4.4 3.2 0.9 -1.9 • • • Output ] <CONDOMINIGM VILLAGE DEL MAR. ROOF SLAB..> 5 ?DP/2.Lf Page 2 of 2 MB: V: BEAM NO. 5: MT: MB: V: -8.9 -4.2 -0.5 1.8 3.2 3.8 3.5 2.5 0.7 -2.3 2.0 1.6 1.3 0.9 0.5 0.1 0.3 0.7 1.1 1.5 -5.3 -4.6 -3.9 -3.2 -2.6 -2.1 -1.6 -1.1 -0.7 -0.3 -6.6 -5.7 -4.8 -4.0 -3.3 -2.6 -2.0 -1.4 -0.9 -0.4 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 ** *REACTIONS * ** (kips) COL R 0/T 1 1.1 0.80 2 3.7 0.80 3 4.0 0.80 4 3.4 0.80 5 -0.6 0.80 ** *DEFLECTIONS * ** (inches) BM DEFL. 2 0.10 3 0.19 4 0.23 5 -0.01 COMPUTING GOVERNING ULTIMATE SHEARS * ** DESIGN MOMENTS * ** (kip -feet) BEAM NO. WKG WKG ULT ULT BEAM NO. WKG WKG ULT ULT BEAM NO. WKG WKG ULT ULT BEAM NO. WKG WKG ULT ULT * ** M -LEFT M -MID M -RITE 2: 0.00 0.00 0.00 0.00 3: -7.51 -6.03 - 10.95 -8.44 4: -8.89 -7.14 - 12.97 - 10.00 5: -6.58 -5.29 -9.60 -7.40 3.61 -1.60 5.27 -2.33 4.21 -0.67 6.15 -0.98 4.68 -0.48 6.82 -0.71 -0.70 -4.82 -0.99 -7.04 -7.51 -6.03 - 10.95 -8.44 -8.89 -7.14 -12.97 - 10.00 -6.58 -5.29 -9.60 -7.40 0.00 0.00 0.00 0.00 Oc4'(c<1+0113 t M; 71:1011 - 0, G4 - o.$5 - 0.55 - 0.20 & MOMENTS REINFORCING STEEL * ** (square inches,inches) BM ASL UL REVL ASM UM REVM ASR UR 0 2 0.00.00 0.00 0.19`0.19 0.08 0.40/0.40 0. 9" 0 4 -ski 3 0.40 0.40 0.00 0.22 0.22 0.03 0.48 0.48 4 0.48 0.48 0.00 0.24 0.24 0.02 5 0.35 0.35 0.00 0.00 0.00 0.25 End of CONSLAB 0.35 0.35 0.00 0.00 CL/3 60 REVR DL 0.00 6.5 0.00 6.5 0.00 6.5 0.00 6.5 DM DR ASMIN 6.5 6.5 0.17 6.5 6.5 0.17 6.5 6.5 0.17 6.5 6.5 0.17 • • Output ] <CONDOMINIUM VILLAGE DEL MAR. ROOF SLAB..> 610 aP /2-41 Page 1 of 2 PROJECT: CONDOMINIUM VILLAGE DEL MAR. ROOF SLAB TYPES ** *BASIC DATA * ** ALT NO BMS FC FY GAM FCT (ksi) (ksi) (pcf) (psi) 3 3.0 60. 145. 40.0 ** *SPAN DATA * ** BM SPAN B D (feet) (inches) 2 25.5 12.0 8.0 * * *UNIF. LOADS * ** BM TYPE LOAD START END WIDTH (paf) ( feet 2 DL 26.0 0.0 25.5 1.0 2 LL 30.0 0.0 25.5 1.0 ** *CONC. LOADS * ** BM TYPE P LOC (kips) (feet) 2 LL 0.0 0.0 ** *EFFECTIVE COVER * ** (inches) ** *EFFECTIVE COVER * ** (mm) BM LEFT MID RIGHT 2 1.50 1.50 1.50 ** *MOMENT ENVELOPE & SHEAR$ ® 1 /10TH POINTS * ** (kip- feet,kipa) POINT: .0 .1 .2 .3 .4 .5 .6 .7 .8 .9 BEAM NO. 2: MT: 0.0 4.5 7.9 10.4 11.9 12.4 11.9 10.4 7.9 4.5 MB: 0.0 3.6 6.4 8.4 9.6 10.0 9.6 8.4 6.4 3.6 V: 1.9 1.6 1.2 0.8 0.4 0.0 0.4 0.8 1.2 1.6 ** *REACTIONS * ** (kips) COL R D/T 1 1.9 0.80 2 1.9 0.80 ** *DEFLECTIONS * ** (inches) BM DEFL. Q• K. 2 0.90 - 0-85 COMPUTING GOVERNING ULTIMATE SHEARS & MOMENTS * ** DESIGN MOMENTS * ** (kip -feat) M -LEFT M -MID M -RITE Lk(441fOnS ( L ta� Li Milu1Lon f 36 BEAM NO. 2: WKG 0.00 12.41 0.00 WKG 0.00 6.38 0.00 • ( Output ] <CONDOMINIUM VILLAGE DEL MAR. ROOF SLAB..> Page 2 of 2 ULT ULT 0.00 0.00 18.10 '0.00 8.93 0.00 * ** REINFORCING STEEL * ** (square inches,inches) BM ASL UL REVL ASK, UM REVM ASR UR REVR DL DM DR ASMIN 2 0.00 0.00 0.00 0.690.69 0.00 0.00 0.00 0.00 6.5 6.5 6.5 0.17 0.29 0.99 0.29 End of CONSLAB ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891 -5049 ma Ii.titaz4E gro#21) SHEET NO. 6 2 OF 4 Z,ty CALCULATED BY ` DATE 5/24/p 3 CHECKED BY DATE SCALE , . X111 m•..yi H � �. �� is � �� °_ t fi i, : ,,,. r ‘ MEM M ME• N 1 J „MIMI I II I MIIIMINAll 3 Romp MS I IIIRWGIMIIIIIIMNINII I IF. 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MIAMI, FLORIDA 33181 (305) 891 -5049 JOS U t CL.-1A e A4 SHEETNO. 70 OF n.A CALCULATED BY CHECKED BY SCALE DATE l 1 z110.3 DATE f • r �! E i 1 -- -�-- -F I ; } i 4 f f t i ill s) '1 A 1-$f —F— , .a_ ° e k ! 1 { ,,c !r I I °: . '' F ' _ ' )to rf 0OpO Z' r1,-' i 1 (� i ilIMIE iV ZI • .' f - T ! { e al , Y V i f { ..nw N ! f f9 1 t 1 i f�. { S 3,r2- • .I 4 { 1 2 3—i/8-1 by + f { I:q0 '2. I 4 t _ 1 1 1 If ( , 1 I ! ' i i ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 JOB V te to A C4 .t SHEET NO. t1/14//—. ..17-03c 71) CALCULATED BY CHECKED BY SCALE OF DATE DATE .17-41 2/ 27/.23 i I 1 I • 1 I ..... . ._..,.. • , •ff • It •i ; • , • . ; : ! ! I 1 1 V- . , ' Y •A i 4" I '"..L'. L . ..- ....-. jaminumw , . .'7# -14f----'-41,--teL46- -8 1----- i 1 i 1 li ., . tA) : = „, 344..1'4, i *Z, • i 1 ,. i 1 i' 1 . , ' I 1 i ' ! I . , 1 I ; r ( . "77?., r...,.4 11101111111111W .... 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CALCULATED BY 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 CHECKED BY SCALE fln4q V; 4) OF 124/ DATE DATE i 1 * I I - - - 1 . . 1 111 } : i.r.---16-11-‘5: • I- 1 : . 1 • i 1 ir-1 , , 1 a I ' • 1 , t L. I ; r , ir . • , ! , : .. 1 ;:- 1 , , 1 • i ! ! : : 1 1 ; : :, • : : ! . ' • 1 ! i : • I 1 I i . : ! 1 1 ; L : • 1 1 i . , I f ; i —1 1- _. • • • 1 0..4.414 1 ! f JOB P.._ k, t e ■ e ARBAB ENGINEERING, BIC. SHEETNO. Pi '.'' OF CONSULTING ENGINEERS CALCULATED BY k___............. DATE 7/2.4/Q 3 CHECKED BY DATE SCALE 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 I I I L., $' • I , 1 % ' I li r — i 4a1 4 1 ; t ` . Pa 3 • ' I i ; I I ?! i • 1.............. 1 f I 10121 Ks : f , 3 ' I 1 1 ! 1 , i 1 1 j 1 or a . . ,,t.... f ... . 41 i 1 .. ! f , ',.. ' 'IrEill111111111111 t, . , -- ..._...... 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MIAMI, FLORIDA 33181 (305) 891-5049 cHtcKED BY 11900 BISCAYNE BLVD., SUITE 50E1 • SCALE DATE 4--- • ; Xicse • L.— i . 1 I1...........4. T.. . ' 4 -4--- - - ..-i- 4- 1.**1■4......1...../....16......... I ' : 1 t , IR'. .. O..... 4I .......... • 0, • 1.1.6....4,,........., . ..., ....**40.4.**L.......41.......g• 1...................t.,.....,* • •••••1* . ".■ ...... ••••■■■•• 4 I1 i '. iO.NNI• .01.......11........0.•:, ,...—....L. , I , , -r i , _..........__. i„...........r. , , I , . i • i . .... , — • -..........1,-......14---... --r- • ...; t 1............r..................._........_[...........,................1...._..i... ,....._ , ,. : • . , 4 , .• ___t. I _. ..., _ .. . _ ; r 1 -, , , 1 1 r ; I 1 • 1 1 • 1 1 —.4- • 1 , • • ; , i 1 : • 4 ; AIBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891 -5049 JOB SHEET NO. -73 OF /Z:4( CALCULATED BY. CHECKEDSY SA qv 3 DAATE TE SCALE ARBAB ENGINEERING, INC. CONSULTING ENGINEERS 11900 BISCAYNE BLVD„ SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 JOB V Ike A4c. pg4 „, Aeg. SHEET NO. 76 OF /Z-A1 • CALCULATED BY CHECKED BY SCALE DATE G 0 3 DATE 4 . - . ... 1 t . . . 1. tt. . • . . ; . . . . .. _ .... .. . .. .. . ..... .. . .e...... ; • i , i I . , , I , . ,--- '. ■ ■ 1. I 11 i i t I t ! ,...- . . • .. . .. . .. . _ ; 1 . . 1 . ..,........ .......... ......... i 1 '; ""'. 4. • I I i I ef " dimi " , ■ I . tA • . L ! , ,....... , • . • I , 1 - - , I , , , ; • ......, • ..... •............-......... ,,................---,...---„,--.—...„--...-,..- •-••••.• 1 . : . ; 1 ...- • 1 1 1 : , '• , , r— I . , i-- • ; -!-- , 1 ; I :i 4— r— , ' • . ; -;',,. ! • —I ; a • 1 • ; ; I ,, . ! . i ;,. ! ! i-- -; 1— • ; • , ; , ' ' ' ; • ' • • ! • • • . s-• 1 1 k ' ! • 1 : i 1 g---,-,• .1...... I ; • . L..._ 41.0.1* ; • • ' 1. 1 r i I i ! • 1-1 1 JOB ARBAB ENGINEERING, INC. SHEET NO, -7 CONSULTING ENGINEERS . CALCULATED BY 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891-5049 CHECKED BY SCALE OF 2A-t DATE Sy- DATE 3 ; r- I-- • i i , 1 t r 1 , . r . . • 1 •. - • .---.4... ,............ .• I i ; •• ' : 1.......,—.., 1........ 1 ------; ' i . .• ; : i , , , . . , . 3 11"--1FRZ, • ) • • • 1 ; ! • • - • ; i • . ■ : I : 4 i I 1 • , ; 1— ....1•• - 4 • ' . ; • ... . , , - , ' • , ii -4— -- ' I- • . • j , . , i • • ' i ' • i / , . • E.,- • Li 1 g i i [ ' 1 I iiIIIIMININ.....1. 14!IUM.M_F__IMIEM!! -. filIl . 1 „....._ , • ,... • ,_ 1 J P AMP& ,, ' MINI.. L j 0 4 , . F. f.--J---1- -., ). • ti...—' -.. ; — r ---7 — I . ,. • i I ..4......-1 . • . 4 • • e • ' 1..----_ • . 1 i 4 S 07 t- J 6 1 • ! -1-----4.=F- r r•--- i 1 : , • : . i i i • . Q 1 400, ...e4k......A.a... • ' . , I-1- . tlI>'.4 , r r..1... 1 I 1 i 1 , I 1-- ' 1 I A Aar, ■■•• iii N ••• • t. t , - 0 . I . • • i • . • ; 1 I --7--- ■ . ir • , 1 i 1 . . ! : 1 . .......4._. , Jpc i . .... i . • ., . • . . 1 1 1 -144 I 1 • . . ._ .... , , ! 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' ‘. • , :110.1■111.04. !•• Q FOUNDATION S C H E D U L E SIZ E F.2 •x 143;" REINFORCING REMARKS 34.5- 14V114Ligti. �o 4r 4@ °c. c, s.c F- .1j 3 S totirD4 000 S /34;1- 1) 4 @ 3e e. c. s.0. 5 4.S Cod j i it o vi i 4 4. s. - r-4 Lo Z" 5 j G it T--)A/t/0 VS RI sJ-. 5 t o X S IA --0 )(rz i G Cc Airwth /s ViaT .s .* v' d 411 : G e *4)C4 - -o`' x141 it*, ELote Y 1 'or, 8' -0' )1/44--o' 4Q� C4 J eaU4 43./ ?le o"x22 g t 6 k ativt te4/ f3 of (o $ WoeT I 7 E4 C Bc,T. Q *8 g c-117 B&7 F- f Z t zj CyfzJ &i.x $ _ $ -, 7 AT: • oft /A - E biSI- opt - j3. oa- V2k103 FOUNDATION S C H ED U L E M.64k SIZE REINFORCING REMARKS F-13 P3 -' C` )() 3' -4, ' x3 a tz +) Ede- V &err +14 5X-E- I>STAJA- Fol - stzE 1k ‘G S" c.c. FA.c -14- wok 'PIP 4 - &JEN/ j A o i . Fe 0 rim &- ` , r I i VI L-1- 11)& t_ mail_ 3 S � - Mt 03 SIZE MARK INCHES Z3- 1 g, "Y BEAM SCHEDULE ELEV. REINFORCING TOP A B D C 1 o r 3r 2�Z z -j 2 -7 PI 244 I°L zdy 33' 2-� 4 -g 4 a'°„k a ze.33` F°`- Zt z y 33' GQt -31' --10 -11 -12 ?" X 33.' I8 _V ?JD" ./Z j4'—f 2.4413i U14131 JO 3r 144`1, ip -N -3" .`?N3.3 ) c 3, 200 ?c33 101- 3 7s4v 33' 2- 7 2471 2 -6 Z-7 #3 STIRRUPS E. END NO. SPACING INCH REMARKS M 1� Z #7 2,x-7 2 -7 2 27 "10$7. 1,0'- 3'' 1,,'X33 J°`- 3° .2e-y/33' ti -7 z -7 1 -? ) 2-�` L• L C.• L r'L'` C•4 It L - c.. •' 2 C.• C. j2~C L' " /E 4 )ilC45Se u3 - 6,7 q $ SFEI£ L 45/EALivl 4,ti-ea D )9) COQ x'1475 r �M t rn!'es- .o is Cony. S Pc.6 3 teA S-to 1 ccive71,LriE. 43le NOTE; PROVIDE 43 STIRRUPS 4 • 12' AT BEAMS AND COWERS AND 45' C.C. FOR REMAINING LENGTH CF THE TIE SEAM. PROVIDE 2 15 AT MIDDEPTH CONE EACH FACE) FOR 30' TO 42' DEEP BEAMS. 4 15 (2 EACH FACE) AT 1i3 FROM THE TOP AND BOTTOM FOR SEAMS ISETUJE1 42' TO 54'. • • BEAM SCHEDULE SIZE ELEV. REINFORCING MARK INCHES TOP #3 STIRRUPS E. END A B DC NO. SPACING INCH REMARKS �S_J1 ��Lr- ' l�'` 3� s-? `y~ Z 7 -20 '`act IQ ` 3" 2-7 - `Z` Tost7f 3 2 -7 z-7 -2? _erg -39 20 " 3' zov1i3.~ sL 3a IQt- 3" to t_V 4 :) Z +7 � ' C J r 2=0, z.J , STS ac... 8c 41 9 5 'A/ tsp,776. ttn/'S AA c.. a 44 Peg' (;: 4"c <- e01 -kZJ F- 1 froLe4 24 Pr-''` C, .. L-. JZ" L.L. rz.,^ L. ) «32 1-33 e"x *s3 .. T/,c33' (4' tor- 19 " ,!7 S .i2 i13 Lerttea....- FF -' )cgE taco niriA I 'Z.63 - 3,3 1140-.7 a3, 6 NOTE: PROVIDE "3 STIRRUPS 4 • 12' AT BEAMS AND COMERS AND 48' C.C. FOR REMAINING LENGTH OF THE TIE BEAM. PROVIDE 2 5 AT M1DDEPTH (ONE EACH FACE). FOR 30' TO 42' DEEP BEAMS. 4 5 (2 EACH FACE) AT Ira FROM THE TOP AND 80TTOM FOR SEAMS SETUEEN 42' TO 54'. • 3 57-0..4) v-2.6(03 BEAM SCHEDULE N MARK INCHES TOP SIZE ELEV. REINFORCING #3 STIRRUPS E. END A B DC NO. SPACING INCH REMARKS 38 —) 8"xt7, ti r' -tC' z— T z —j 2 -7 3 R —1V —/1 1J LIty 2- x&4.161 / Q " c-. td -7 -1z- "X3c 119' - /1. Lv$ /3 ex4 2,8 1 '7, g —1 tp -17 8 .too " -till lit z $ 6-7 b z -8 z- !a C� 3 i t c . (SCE_ 42,12 $S SSEci 44) Ia "C. c.., - ---- 10•• C • C . $ jri TM Iv U /3*-,6 Co 3 'i /c (' cri to (;Gu 12'f /0" C.c, $A6"4par 6, c. E'er- ";4' e 7141-0 3'6 -10 7 1410448o$'"4 12- "(. . itt c, c. OH L•G- s - "b4 74 - Z• B 8 4 GK - be cj. L. XT eA' - 744,11 36 -) 4 2 -7 1 oc@4; F (a riff/t G.c. z..6 c'r$to" c• c• gjcT` A 4'D4 T4.I7-u 38 -I-8 C , (D 3 j 1 Q is 4.11. roP e'f f {Z' c• • for c.c.- t iJ 4 1-Ay ( "c c.) NOTE: PROVIDE 3 STIRRUPS 4.12' AT BEAMS AND COWERS AND 48' CC. FOR REMAINING LE/.WI-1 OF THE TIE BEAM. PROVIDE 2 '5 AT MIDDEPT1 -I (ONE EAC14 FACE) FOR 30' TO 42' DEEP BEAMS. 4 5 (2 EACH FACE) AT i/3 FROM THE TOP AND BOTTOM FOR BEAMS E ETU EEN 42' TO 54'. • D1sAM8CN • • lr f 1A-41-C4 E tEL- C $ 7 - ) (4) BEAM SCHEDULE ;b MARK en 3 AM —, .. 2Z. SIZE INCHES e/40" kIV tt" z -g ,A , t)Vop 41 Q -L(" 8"x.24,4 re ow ELEV. TOP A Z -G REINFORCING Z -G C #3 STIRRUPS E. END E NO. SPACING INCH REMARKS t, gx > )o" C.. c . Weir )4Qq f0 4giic•c 101'6.4.• EKE - ris►' 4 `D' '0+w 3.e- 21 ik `-e 1 F3A'z.S )r Tido 1.06 i (nS 2,1427" till- ? z -5- Z -7 • 1 • $G V4 • v at 4. 4 6� c 1 • • f- • .r• z ' Q' ) N 4.4`{ (2S (lie" 4-' co ) ) AI '-'% C z x d= cA) NOTE: PROVIDE '3 STIRRUPS 4 * 12' AT BEAMS AND CORNERS AND 48' CC. FOR REMAINING LENGTH OF TI-E TIE BEAM. PROVIDE 2 "S AT MIDDEPTI-4 CONE EACH FACE) FOR 30' TO 42' DEEP BEAMS. 4 5 (2 EAC14 FACE) AT 13 FROM TI-E TOP AND BOTTOM FOR BEAMS BETWEEN 42' TO 54'. ellArfeCH • A vq 4 ( -t Amoaz.. -C ` BEAM SCHEDULE SIZE MARK INCHES to —/° —11 ELEV. REINFORCING TOP #3 STIRRUPS E. END D E NO. SPACING INCH REMARKS • -- 12 1q 1.17 -2I -24 2S NOTE= PROVIDE 3 STIRRUPS 4.* 12' AT SEAMS AND CORNERS AND 48' C.C. FOR REMAINING LENGTH OF THE TIE BEAM PROVIDE 2 '5 AT MIDPEf'TH CONE EACH FACE) FOR 30' TO 42' DEEP BEAMS. 4 5 C2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR BEAMS SETUEEN 42' TO 54'. • • II--" s ctC DLL- M 2,2 x12616.3 BEAM SCHEDULE SIZE MARK INCHES %1-6— ELEV. TOP 2 -5 REINFORCING #3 STIRRUPS E. END NO. SPACING INCH REMARKS perri ice sc . o F 8i 48ovE IfrOMMau) , SEE TV. D'116,1(--` TA- SAY fZ4 4 )z'"44B'"L'C.- NOTE: PROVIDE 03 STIRRUPS 4 • 12' AT SEAMS AND CORNERS AND 48' C.C. FOR REMAINING LENC T1-4 CF TI-E TIE BEAM. PROVIDE 2 5 AT MIDDEPTI4 CONE EACF4 FACE) FOR 30' TO 42' DEEP BEAMS. 4 03 C2 EACI4 FACE) AT 13 FROM TF E TOP AND BOTTOM FOR BEAMS BETWEEN 42' TO 84'. • • JOB, V 11044V4 ARBAB ENGINEERING, INC. sHEETNo. of CONSULTING ENGINEERS • CALCULATED BY DATE Q /po t-1 11900 BISCAYNE BLVD., SUITE 508 N. MIAMI, FLORIDA 33181 (305) 891 -5049 CHECKED BY DATE SCALE • mor marommmisionammumummosam mUPRN NN N "` M! 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IMMINIMMMENIMINEUMMINEMOMMINIMOINUMMIll 111111111111111111111111111111111111111111111111111MINIMEMIN 1111111111101111.1111111111111111111111111MEMMINIMMI 111111111111111111111111111111111101111111MMINUMMINIONIN rrrrrrrrrrrrrrrrrrrrrrrrrrir rNrr rrrrrrrrlrrrrrrrrrrr rrrrrrr rrr INNI NrrrNrrrrrrrrrr ENIMMI rrr rrrrrrrrrrr' RIMMINEMIMINIIIMMEMEMOMMINNIIMMEMINEHI errrrrrrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrr IMMIMMEMINEMIMINIONNINIUMMINEMEMIONNE 1111111111111111110111111111111111111111111111111111111111111MMIMMI rrrrrrr MIEM rrrrrr OMMIN rrrrr rrrrr r rrrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrr rrlrrrrrrrrrrrrrrrrrrrrrrrrrr ME rrrrrrrrr rrrrrrrrrrrrrrrrrrrrr rrrrrrrrrr rrrrrrrrrrrrrrrrrrrrrr IMENNOMMIIMMINIMMIIMMOMMENUMMINIMEMINI rrrrr r rrrrrrrrrrrrrrrrrrrrrr rrr r rrrrrrrrrrrrrrrrrrrrrrrrrr IMEMMINIMUMNIMMIMMEMIUMMEMENEENEMMIE IIEIIIIIIIIIIIII!!!I!EII!!I!I rrrrrr IU r rr rrrr rrr MI rrrrrrrr 11111111111011111111111111111111111011111111111111111111111111 :rrrrr rrrrrrrrr rrr rrrrrrrrr IMMIU rrr rrrrr rrrrr NIMIMrrrrrrr Nr NM N INI rrrrrrrr r UMMI rN IMMIN rrrrr INUI 1Ml D t 4 �■1� r• . of ` MIAMI -DADE COUNTY, FLORID, METRO -DADE FLAGLER BUILDIN' PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) Montgomery ,MN 56069 Your application for Notice of Acceptance (NOA) of: USP Lumber Connectors BUILDING CODE COMPLIANCE OFFIC METRO -DADE MAULER DUILDLN 140 WEST FLAGLER STREET, SUITE IGC MIAMI, FLORIDA 33130 -15C (305) 375 -2901 FAX (305) 375 -29C CONTRACTOR uceNsINc si c rte (305) 375.2527 FAX (305)375.25! CONTRACTOR ENFORCEMl NT DIVISIO (305) 375.2966 FAX (305) 375.29C I'RODUCr CONTROL DIVISIO (305) 375.2902 FAX (305) 372.633 under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi product or material at any time from a jobsite or manufacturer's plant for quality control testing. If thi product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend th. use of such product or material immediately, BCCO reserves the right to revoke this approval; if it i determined by BCCO that this product or material fails to meet the requirements of the South Florid; Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0912.05 EXPIRES: 10/09/2008 Raut tcoartgucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEEO This application for Product Approval has been reviewed by the BCCO and .approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 11s04500011pc200011templateslnotice acceptance cover page:dot Internet mail address: postmasterabuiidingcodconline .com Francisco J. Quintana, R.A. Director Miarni-Dadc County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com United Steel Products Company. ACCEPTANCE NO: 01- 0912.05 APPROVED: NOV 0 2E1 EXPIRES: 10/09/2008 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 1 SCOPE 1.1 This renews and revises the Notice of Acceptance No. 00- 0913.07, which was issued on 12/07/2000. It apprc wood'connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFI3C), 1994 Edition for Miami -Dade County. For the locations where the actual loo as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents Drawing No. MDADE and sheets 1 of 1, titled "RT AND TA SERIES ", prepared by United Steel Products Company, dated 10/06/00 with no revisions. The drawings shall bear the Miami -Dade County Product Contr Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Contr Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content 19% or less. • •3.2 Allowable loads are based on testing per ASTM D1761 and calculations per National Design Specifications Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with the approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent•labcl with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for. Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. Candido Font, PE, Sr. Product Control Examine Product Control Division 2 • United Stccel Products Comnan 6 ACCEPTANCE NO: 01- 0912.05 API'ROVED: NOV 0 1 2001 EXPIRES: 10/00/2008 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has b submitted documentation, including test supporting data, engineering documents, are no older than filed and the original 2. Any and all approved products shall be permanently labeled with the manufacturer's tan ctbht (8) years. following statement: "Miami -Dade County Product Control Approved "or as pec specifically slated in the sr ecil conditions of this Acceptance. specific 3. Renewals of Acceptance will not be.considered it a) There has been a change in the South Florida Building Code affecting the evaluation of this rods is not in compliance with the code changes; p ►ct and the product b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including installation of the product; n�, the correct d) The engineer who originally prepared, signed and scaled the required documentation initially submitted practicing the engineering profession. Y is no longer Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be b cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a r • revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal adds Acceptance: n) Unsatisfactory performance of this product or process. b) lvtisusc of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed o p expiration date may bc•displayed in advertising literature. If any portion of tltc Notice ofAcce Acceptance is then it shall be done in its entirety. by the 7. A copy of this Acceptance as well as approved drawings and outer documents where p displayed, the user by the manufacturer or its distributors and shall be available for inspection tt applies, shall be me. The to • engineer need not reseal the copies. spcction at the Job site at all time. The 8. Failure to comply with any section of this Acceptance shall be cause for 9. This Notice of Acceptance consists of pages 1, 2 and this last page termination and removal of Acceptance. 3. Cnndido Font, Pr, Sr, Product Control Examiner END OF T111S ACCEPTANCE l'roduct Control Division 3 1� J —It- RT RAFTER TIE SERIES 14 GAUGE Product Code Dimension 1 Fasteners 16d Allowable Load Down 100% Uplift 133% RT8 8" 6 340 --- RT10 10" 8 455 --- RT12 12" 8 455 — RT14 14" 10 565 755 RT16 18" 12 680 . 905 RT18 18" _ 14 795 1020 316., RT20 20" 16 90 1020 -. RT22 22" 18 1020 1020 RT24 24" 18 1020 1020 RT28 28" 18 1020 1020 1020 RT30 30" 18 1020 RT32 32" 18 1020 1020 RT34. 34" 18 1020 1020 RT36 36" 18 1020 1020 RT38 38" - 18 1020 1020 RT40 40" 18 1020 1020 RT44 44" 18 1020 1020 RT48 _ 48" - 18 1020 1020 TA /TAR TRUSS ANCHOR SERIES 14 GAUGE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTH A653 STRUCTURAL GRADE 331 AND A MINIMM GALVANIZED COATING OF 090 2) FASTENERS ARE COMMON VIRE NAILS UNLESS OTHERVISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR Of 332 FOR VIND LOAD CONDITION, NO FURTHER- INCREASE IS. ALLOYED 4) ALLOVABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR 5) ALLOVABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR V000 CONSTRUCTION 1991 EDITION L 1993 ERRATA. FOR SOUTHERN YELLOW PINE CG 0.55 OR BETTER) 1. TEST PERFORMED IN ACCORDANCE WITH ASTH D1761 Product Code Dimension Length . -Fastener 104 x 1.5" Allowable Load Uplift L.1 1.2 TAI2ITA12R 12" 5 — 215 245 TA14ITA14R ' 14" 6 830 215 245 TA16/TA16R 18" 6 • 830 215 245 TA181TA18R 18" 7 970 215 345 TA201TA2DR 20" 9 1040 215 345 TA221TA22R 22" 10 1155 255 345 TA24ITA24R 24" 11 1270 255 '. 345 Notes' 1) 2) 39 4) 5} 1) Number of fasteners shall be equally divided between rafter and stud 2) Penetration is assumed to be 1 112" into wood r S 1.1 are loads applied parallel to bearing wall 12 are loads applied perpendicular to bearing wall Mnimum embedment of ties 4" Allowable loads for uplift L1 and L2 are not to be combined Mnimum nail penetration 1.5" APPME3 ti CC 41111 :6V110111: SOUTH 110200 H5 J9e ta3E DATE 001 DT PRODUC}t6tT1 t WSW arum CODE commJCE ACCfPTAICE ao.p,—ogi2.OS TA R TA UNITED STEPL PRODUCTS COMPANY 703 ROGERS IRK. MONTGDtRT. M 34049 PNINC C3071 3.. -7333 RT AND TA SERIES LTC. 10/06/00 THOMAS ALLEN ImL DEN 1 momsSU MI. LNCICCCR <CIVIL) FLORDIA REG. NO. 30699 HDADE (3g4y2 -- 2.040 \7,14 73't 0S1rz = %Po )w73 * . 0 t r •M1,AI l' iTR �' NOTICE United Steel 'Products Company 703 Rogers Drive (P, 0. Box 80) Montgomery 4111‘t 56069 Your application .for Notice ofAcceptance (•OA) of: 'food Connectors under Chapter 8 of the Code of Miami- Dade•County governing the u.se of Alternate Materials or Construction, and'cprnplctely described herein, has been recommended .for acceptance by and Types e County .Bui'd.ing Crude. Compliance OBiee (BCCO) under the conditions specified y the Miami-Dude F herein. • This ' 4A stl,:a11 not be'valid °fftcrtltc expiration date staled below.. BCCO reserv� ' product or material at any time from a jobsite:•or manufacturer's plant'. for quality a controllht to secure this product Ott: material fails to perforni.in the :approved manner, BCCO may! revok, tnodify, testing, Id this use of such product or material. immediately. . ,3+', cnr suspend the de.termincad" by BCCO that this product .or imateriall fails reserves et the the requirements u r muds of app><':outh if it is Building Code. q n of the South Florida The expense of such testing will be Incurred by the munufacturcr. ACCEP'TAN'CE NO.: D(i -Q :lit EXPIRES: 9r Of J -ti .'MIAMI -DADE COUNTY. FLOitlDA METkO -DAQE FLAGL f~R BUILDING Inc; I l.DJNC •coD.t; Cta 4I PI.UNCI: OFFICE NII TRO•IMDE FLAGLert WILDING 14o wiirr VI.AQ(,EiR S't liEET, St.'r r .160.) M AM. FLORIDA 13 13D-1363. (305) 373.3901 FAN (3U5) J75-20t/ti CONTRACTOR LICENSING SECTION (NM 3732t27 FAX (305).37! -23- •Can rt+wrott ENFORCEMENT DIVISION (]05) 375.2966 PAX (3e)5) 375.2948 PROD MT CAN'rno . DIVISION OILS) 319,1902 FAN I3o3) 7724310 TS'I T .fE COY RSIL.• T SF.E Raul .Rodriguez Chief Product Control Division This application for Product Approval has been reviewed by the BCCO and ti CQde•.urld Product .Review Committee to be used in Miami -Dade County, Florida BF�vad by The Building' foal above, trader the conditions set APPRUVED..:.I I I 0 Francisca .l_ Quintana. R.A. Director Miami-Dade County Building Code Compliance • Office 14 04500011 p41000tkempirtlflnotke •actepunce mow paidot • Inicrnct •mil iiddren: RostmRsten@ audio, codeoni(ne4com 4311, Homepage: :i,�ww P w.bel(Idingrodrualine.aom 1. .SCOPE 1.1 This renews and revises the Notice of No. 97.0205,03, which was issued on wood .connectors* as described in.Section 2 of this Notice of Acct 02/21/97. It approves P1arisia Buiiding Code (SFBC), 194 Edition for Miami-Dade County, For the locations whore Acceptance„ dc>Bignarl to comply with the 'South as determined by SFBC Chapter 23, do not a xcaad the design toad indicated in the approvedrawings. art loads 2. PRODUCT DESCRIPTION .2:1 The 1.1S.1 Wood Connectors shall be fabricated and used in.strict compliance with th Drawing Na, 1 At 2 and sheets 1 & 2, titled "1; a following documents; NANGER.S ", prepared cd by Unit�ed Steel Products Company, d 9/26/00 & 9127/00 with no D ST SERIES , The drawings shall bear the MiaTni- Dado.Coun P revisions. The drawbar s s aU bear t e M ar . thud 'Product Control .Approval stamp with the Notice of Acceptance • referred to as the a y mni'f3adc Produi c Control Division. These documents shal(hcrcinaftcr.be approved-drawings. 3. LIMITATIONS 3.1 Allowable loads:are for Southern Yellow Pint or.betterwith a specific 1.93{o or less. Pi P¢ gravity of O.SS •and moisture content of 3 :2 Allowable loads are-based on text' 'lrood.Construetion 1991 dition & 1.93 .D1761 and calculations per National Design Specifications for 4. INSTALLATION 4.1 The wood connectors shall be installed in•strictcompliance-with then roved d v' 5. LABELING Pp ray mom. 5.1 Each wood connector slue!l bear a permanent label with tite.manufuteturrr's name or logo, city, state and the following statement: .«Mid nip 7ada•county.Pioduct:ContrOl Approved", 6. BUILDING 'PEA, 6.1 Applict►tion for Building Amnia shall. be:accompanted by coPies.ofthe foil :6.11 Tltis'Notice.ofAcca owing: 6:X.2 ptt►nce� • Duplicate ofthC•approvcd drawiieas.as:identified in Section 2 of this Note • clearly nrarktd to show.th�a hangers 'h•�*� Any wither document required by the Building p��n or the e � Notice of Acixptartcc, the:proposed installation. installation °Meseproducts. SFBC in order to lrrapwxrly evaluate the ACCEPTANCE Np;�.19.._. P%i'h'ROVED• NOV Q 2 2U00 EXPIRES :.. 1 " P ANCE: SPE.CIFI 0 Candid° Font, PE,'Sr. Product Contras Examiner Prodhct Control •Division 2 of3 • (WPC'S 111 any. ?Li of r2'.� ACCEPTA;ICF. NO ;: A=Qj APPROVED: imam EXPIRES: Ada1/2f) ''NOTICE OP ACCEPTA E T 1. Renewal of this Acceptance (approval) shall be considered after a renewal application Ims been tiled submitted documentation. including text supporting d ed and the originn stn, engineering documents, are no older titan eight (8) }scar's. 2. Any and:all approved products shall be permanently labeled with the manufacturer's name, cit ), state: following statement, " tvlianli- Dude'Caunty. Product. Control Approved ",, orns�sp specifically stated in the spec ilie and the conditions carthis Acceptu°nce, 3, Renewals. ofAcceptance will not be.considered if: it) There.hus been a change in the South Florida Building Code affecting the evaluation alibis product and the product is not in compliance with the 'code changes; P b) The product is no longer the sane product (identical) as the one originally Approved: c) If the Acceptance holder has not cvmplied`with all theiequirements taf'this'acceptance,. including.tjlc correct installation ofthc.product: ct) Te•.engitteer with ciri,ginttliy, prtpared,:sil ned:nnd•scaled tilt; rcquirtsd •docuntont'ation'inlitiallk submitted is no longer practicing:the engineering profession. 4. Any revision ot.changti in the materials, usc;•z►rtdlor.manttfacture afthC product Or process sllalt•autonln i atly t,e cause for termination of this Acceptance, unless prior•writtcn approval has been requested (through the filing urn revision application with apl>repriute ice) and granted by this•of lice. .5. Any of the following shall alto be grounds• r removal or this Acceptance: u) Unsatisfactory performance of th iproduct or process, tt) Misuse or'tilis + ceehtariee as an ert'dersenient ofitny pru Just. for sloes; advertising or any other purpose. 6. The Notice or Acceptance.nunbet preceded by the worth Miami -Dade Ct}t►nt$ :...Florida,:tnd followed by. the expiration date may be.dispinycd in:advertising literature. ifnny.porsion" of the Notice of•Aceeptunce is displayed. then it shell be done in its.ei tirety, 7. A copy °films Acceptancc•as wolf as.;approvad'draaings oath ether documents, where it applies. shall be provided to the user .by tbe. ntanurneturdror :,ts:distrihtitors•auid:xliitli bc.nvailable tor•inspueticiiu nt the,job site;ni•all time, The engineer need notreseni the copies. & Failure to comply Manny section of this Acceptance shall because rot termination,attd removal orAcceptance. •9. This Notice of Acceptance Consists of pages I;.'and this-last page 3. p Cl nilida.Fonr, PE, $r, Product Control l? carnii ►cr END �3rrtilS'.ACCt;•I•TetNtte PrWitt Division 3 ol'3 r ti JLIIST HANGER. U —TYPE Y8.GAUGE Kota 1) Watt oi:t3MSbtiari .•sa ]stab*dtes�ea SztisgIctiatitiiiiis i5dtlutec. +uttetED Ri=WOW MIN Mt 2) Pal bad* WaldenialsetdutadiaistsiteiJ. e2 16daisisand23i$'fcr20dvat. i 1 CODE zaeo 101101,111be wow Oa AttIn Fitt p $•..o 220/ JDIST HANGER STRAP TYPE D3iieitslasts Futearss to .: Lsads RillininWrniarillitirralrillirall ST2of 1E70 e[ ST 1 4Qi ST 2.201 57 ‘02 IT 424 Ca* .ri la x v Oa arm� 3-518' 3.515 3-5W 700 lal ,a _ 2 r 4im r SI 3 i;4 • 331M MI . .2- -•- . m3$ti±.� 110111=11111MIERTIO =..t r,11 11 1. t1 amf37 14` i7;?!.4l7LAIRVIM rya ntrantriaraura i1721r.2ir711111s= M rwmumnorann 4 12' z . �nsL=`-� nr2 a MUM nmirm Ira 4 , � , t fit i� '_[ rma •.•!rc� -'a�� � rT'721f i I_� — ..�! Ii FM ■'+: �: ati 4 _ t[ � __ M1=111M1111711111EIM.i[IE hmrammnisarrarrmarmarmairmi _j,1 lull• Kota 1) Watt oi:t3MSbtiari .•sa ]stab*dtes�ea SztisgIctiatitiiiiis i5dtlutec. +uttetED Ri=WOW MIN Mt 2) Pal bad* WaldenialsetdutadiaistsiteiJ. e2 16daisisand23i$'fcr20dvat. i 1 CODE zaeo 101101,111be wow Oa AttIn Fitt p $•..o 220/ JDIST HANGER STRAP TYPE D3iieitslasts Futearss to .: Lsads RillininWrniarillitirralrillirall ST2of 1E70 e[ ST 1 4Qi ST 2.201 57 ‘02 IT 424 1'. 1170 703 — 17114' 171J4' 24' 3-518' 3.515 3-5W 3 214` 5 114' 5 U4' 3-IIS' 3-518" 3.518' 12`203 12.204 12.20d r5.16d 6.164 6-16d 2100 2100 2100 725 725 725 Nate 1)Baal:tat: gea;a.end. backs! 18gat* 2) Peaettatitts vitTlistwas iittixeders2` Amite =Is **2.3/V 1 r20I 3) 540 *41 1 i2" 1,44elr cieit be. bre saoab.tobt &inn t}avutb boidetfs. FOR arricc use torn a snit. PRft1UCTS rummy 703 is4EGEtl5 HIVE mitGflxfRr, MN SArS5 TIr. UN Mtlt Si SERIES F►h45ERS DRAWING VET. ceAvvaa. REVIEV HI#!ER 2 l4PtLER Z •VATS £' 7/60 DA17 9.'27roG rurAsm A Rt0 ncp rtvn noon*. rPG IS{t849 • EXTRA HEAVY CONNECTOR L4 GAUGE. Prnlcat JiIst flMe2 loss . Cafe Site W: ii . A Bollix, Ep'UI( 262 2 Y ¢ 1 SI t' 51/4' 3 112" 26465 Eauff.26K2 2 x 6 1 S18' 51/4" 31/2' 21141R20 A Elm W .; & t Pg' 711..4* 3141 * - #t4.4 EHUH 2842 2 r 6 15/2' 71/4' 3'112" 28.lf112OA mum In? 2 it l O 1.518" 9 1/4` 3 14 32 =1:66 ER=21f1R2 2x1(.1 1518' 91/4' 3 Flt' 32432,12tJA Elitta 26-7 •(2) 2 t S 3 I/8" .5 371' 3412' 22,164 ERt11126.214 (212 z 6 • 31B' 5 34' 3 1/2' 224020A 28: rz:2 2• 91/8' 7 34' . 3 1/2' 37:166 Desiea Leafs 1 22-21( EMI 22.3. =SR Zr (312xt 2 714' 1/2* 51/&' 7 34' 613/16" 613916' 3'1/2' •3 112' 31 251UH LO-2 2210• 314" 9`3/r 81£1111.21.0¢214 (2) 2 Y 10 3118' . 91/2" .9.11U21 46 4 V6 39116' 14r EHO0:46/I 1x.6 39/16` 1118" EHUFi.42 4 r>t 1 9/16' 7118' EH1m4811 4x 8 39116'' 7I/1:" ERIN ilk 4r 10 34.%16' 914 £H12K41Oei 41.10 39/16' 9118' 3 Lit'. 40 -RN2OA .16.02OA lid* 1) Peactrae1.an aatuiemitxbctded:2' fix 164== aced 13I4.'5 r KR2O7s. lute: 2) . Ptaetrier= offtsC&xr fa joise t 1 t/'. 31/2' 3 1/2' 3 1€2' ji2/' 3 112' 3144li20k 40-1$6 40A 4i -16d. Atlee Dew* 10- lO0-11' 2385 la4tio8A 31611 14464x 1 S.* 3470 14- I1t120A• .4110 1is -lDtz 13' 3965 1b.iR20A •4209 11 -1Ddx 1.3` 2875• 114 4/42GA 3285• 14-10a 4185 t4 -111420A 16404 16.H1120)4 1641E¢1 44- 111129A 16.1 1421111A 22 1'66 .11400 22 -H120A 11..111120, 324166 14-106 32- RI12t1A 1'd- Rit2M. 4046d 16.10d %Art 1200 fi3fl 1245 2315 2110 2875 4:690 2595 2155' 4775 5190 5333 2740 2645 2850 5190 1045 5355 2275 1690 33$3 2195 4185 2155 4775 2792 5190 2715 5335 1 2850 2852 GENERAL NOTES Il STEEL SWALL CDN71391 7O ASTM A652 STRLETtReAL GRADE 331 13. FASTENERS ARE'C0lWN V1kE MA1LS UNLESS artERKISE P437ED 3x ALLOVARf.E U PLICT 1.0492. HAVE GEEN INCREASED SY' 4 SHDRT TERN . DURATION 'FACTOR OF /2 FOR VW M tONDIT10N. HD 'COMER INCREASE 1S ALCOVED sx ALLOVA3LE DOStN LOADS Alm NOT DOW-AO Icy SNORT TERM DURATION FACTOR A 1' t,as teallaingt 2111 011 . SOTO a 6471 y:,;; 1O2 2&D 1T _ nom " D191S141I soon ce21 tintrutr Acclnuli2 122.0) —dk22 0! rra trricr 03E STEEL PRO LDIPARY 3 110DGERS DRIVE Y, da: Of/A. TITLE/ Etiut VRIES Mitt* WMOZR= DRMViWG. SHEET, vttAvb6. REVIEV tlCdtsat 1 Nom* 1 roar ve6Itti tsx5 9/2fitao • 733442 A. 'COLDER. CND. E 624 ER, (PG ism*? 1 • ?7 49r lZt1 REPORT OF SUBSURFACE SOIL EXPLORATION .& GEOTECHNICAL ENGINEERING EVALUATION 01? SUBSURFACE CONDITIONS PROPOSED TOWNHOUSES & CONDOMINIUMS Biscayne Boulevard & NE 105th Street Miami Shores, Florida OCTOBER 2002 Prepared For VILLAGE DEL MAR DEVELOPMENT GROUP, L.L.C. 1655 NE 15th Street, Suite No. 12 Miami, Florida 33181 WINGERTER LABORATORIES, INC. 1820 NE 144th Street North Miami, Florida 33181 • • • WINGERTER LABORATORIES INC, Engineering Established 9r 49 on Service Village Del Mar Development Group, L.L.C. 1655 NE 15th Street, Suite No. 12 Miami, Florida 33181 Attn.: Mr. Brian Scheinblum RE: October 25, 2002 Report of Subsurface Soil Exploration and Geotechnical Engineering. Evaluation of Subsurface Conditions Proposed To.wn i1ouses and Condominium Biscayne Jieulevard & NE 105"` Street, Miaod`;S WLI Ordd? To. 02 -1696 1: Dear Mr. Scheiit3Xum: We are 1 k p eased to present Ibis report of our sub, 6 e grin , x+aluarion for the subject site. Theses ` ° • "..1and geotecJiniical with the scope of services outlined in a sal � >�� `• � ,�,. � � ed � *era] accordance proposal dated �; , #/002. This rt tpresents our specific � .:LLta evaluation and spec' recommendations for the propos a m : „)'„ 1, on together�pvith the Bold data. �. , i,I;.,i ., �. appreciate . ` t.,;3,, t We aPP a this opportunity to be of • • have any questions or comments regarding the info to you phase of the project Ifyou (305) 944 444011.. 0', C° this report, please call us at c •_ 4 q 8' 0.P. I z t-/ Enc: Report P -I14 /Time Charges: Engineering.- 4.0 Hrs. Lab. No. 390: Test Borings Lab. No. 391 & 392: Permeability Tests wnvG�p�so�d' Rn Rafael M. Pina, P.E. Florida Registration No. 50771 The original ofthis report was signed and sealed by the above referenced Florida Registered Professional Rule 61015- 18.011 ofthe Florida Administrative Code, Engineer in accordance with 1824 N.E. 144th St. • P.Q. Box 611450 • No Maw, FL 33261 -1460 4 05) 9443441 • 1 -800- 345 -SOIL • Fax: (305) 949 -8698 Broward: (954) 784 -0472 • Dispatch Fax: (305) 949 -1328 STEEL •CEMENT •CONCRETE • ANT INSPECTIONS • TES•T BORINGS • SPECIFICATIONS • CONSULTATIONS Florida Certificate # F-614 • • TABLE OF CONTENTS LETTER OF TRANSMITTAL TABLE OF CONTENTS INTRODUCTION PROJECT INFORMATION TESTING PROGRA.IVI SUBSURFACE CONDITIONS GEOTECHNICAL ENGINEERING EVALUATION ENGINEERING RECOMMENDATIONS 1. Site Preparation 2. Spread Footings 3. Fill and Compaction 4. Geotechnical Inspector SPECIAL REMARKS & ANNOTATIONS APPENDIX A. TEST BORING LOGS B. SOIL PERMEABILITY TEST REPORTS C. TEST LOCATION MAP & SKETCH Page i 1 1 2 3 4 5 5 5 6 8 fzy INTRODUCTION Wingerter Laboratories, Inc. (WLI) is pleased to present this report of our subsurface soil exploration and geotechnical engineering evaluation for the subject site. The purpose of this investigation was to obtain specific subsurface data in order to provide an engineering evaluation of the subsurface conditions including recommendations for foundation design for support of the proposed Townhouses and Condominium Buildings. Our subsurface exploration consisted of a total of seven (7) Standard Penetration Test Borings and two (2) Soil Permeability Tests perforated throughout the subject site as shown on Appendix C of this report. The following presents a review ofthe project information provided to us, a discussion ofthe subsurface conditions encountered, detailed geotechnical engineering recommendations, our Report of Test Boring Numbers B -1 through B -7 and our Report of Soil Permeability Test Numbers P -1 and P- 2. PROJECT INFORMATION Documents provided to us for the purposes of this project consisted of a small site plan sent to us via electronic mail by Mr. Brian Scheinblum on September 11, 2002. Based on our review of this document, it is our understanding that the proposed project will consist of the construction of a 20 unit townhouse complex and a four (4) story condominium building at the sites located at Biscayne Boulevard and NE 105th Street, in the City of Miami Shores, Florida. The proposed condominium building is to be constructed at the site located attire southeast corner of Biscayne Boulevard and NE 105x' Street. It is our understanding that the proposed condominium building will consist of a three (3) apartment levels over a ground floor parking level. It is estimated that the proposed structure will have a ground floor footprint of approximately 70 feet by 150 feet. The proposed townhouse complex will consist oftwo (2), 10 unit buildings to be constructed at the site located at the northeast comer of Biscayne Boulevard and NE 105th Street. It is anticipated that each 10 unit building will be 2 stories in height, and will have an approximate footprint: of 50 feet by 210 feet. The two buildings will be separated by a courtyard with a proposed swimming pool. At the time of our exploration, the site of the proposed condominium building (southeast corner of Biscayne Boulevard and NE I05t Street) was found to consist of a vacant lot, approximately 100 deep by 200 feet long. The property is bordered along the south by the Biscayne Canal and along the east by a one (1) story building. The site was found to have a relatively flat topography, with surface elevations observed to be approximately the same as the crown elevation of NE 105th Street, and 6 to 18 inches lower than the crown elevation of Biscayne Boulevard. Vegetation throughout this area was found to consist of a well maintained grass lawn, a large cluster of trees and brush in the northwest portion of the property, and some pine trees and brush along the southern property line. 101 car -12.,4( Similarly, the site of the proposed townhouse complex (northeast corner of Biscayne Boulevard and NE 105th Suet) was found to consist of another vacant property, approximately 100 feet deep by 480 feet long. The property is bordered along the west by apartments, and along the north by a privacy wall and the tennis courts for the existing wwrs f Qu}aysidee Condominiums.. The site was observed to have a relatively flat topography with surface elevations throughout the site observed to be approximately the same as the crown elevation of NE 105th Street, and only a few inches lower than the crown elevation of Biscayne Boulevard. Vegetation was found to consist only of a grass lawn, and a few small pine trees and bushes along the east end of the property. TESTING PROGRAM Our subsurface investigation consisted of seven (7) Standard Penetration Test Borings, conforming to the requirements of ASTM D 1586, and two (2) FDOT /SFWMD Type Soil Permeability Tests performed at the site on October 18 and 21, 2002. Please see our Report of Test Boring Number B -1 through. B -7 for detailed description of the materials encountered and the depth intervals at which they were encountered. Please refer to Appendix B for Soil Permeability Test Results. The test boring and soil permeability test locations are shown in Appendix C of this report. The number, location and depth of the test borings were determined by WLI, inking into consideration the requirements of the project, site accessibility and the subsurface conditions revealed. The discussions; opinions and recommendations contained in this report are based upon the conditions revealed in the referenced test boring. Test borings were staked in the field by WLI, using approximate methods. Borings were located by taped distances from existing recognizable landmarks. Boring locations are, therefore, generally as shown, but no degree of accuracy is stated or implied. Elevations were not established for the test boring locations. Depths reported on the logs represent depths below ground surface as they existed on the date drilled. The client is cautioned that if subsequent filling or excavation of the site occurs, the reported depth must be so adjusted. WLI can not assume responsibility for the accuracy of reported depths if the site is disturbed subsequent to the date drilled. Soil samples will be retained by WLI for a period of thfrty (30) days only unless specifically requested otherwise by the client. Field work was performed using standard drilling equipment. Soil samples (disturbed) were obtained in accordance with ASTM D -1586 utilizing a 2 -foot long, 2 -inch diameter split spoon sampler which is advanced by successive blows ofa 140 pound hammer free- falling 30 inches. The number of blows for each 6 inches of penetration is recorded. The sum of the second and third blow counts for each 2 -foot sampling interval constitutes the Standard Penetration Resistance in blows per foot, which is referred to as the "N" Value. The following tables may be used in interpreting the consistency of the materials based on the 'TT" Value: 2 • o Z, cry- 1 Z.L ( The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. The graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. SUBSURFACE CONDITIONS Test boring numbers B-1 and B -2 were performed in the area of the proposed condominium building which is to be located at the site at the southeast corner of Biscayne Boulevard and NE 105th Street. These test borings indicated the presence of medium dense, light to dark colored sands with some traces of roots and limerock fill present in the first 2 feet of depth, underlain by loose to medium dense, light colored sands with, scattered traces of limestone fragments, extending to a depth of 6 feet. Beneath these soils, a soft to medium dense, native limestone rock formation was found extending throughout the maximum explored depth of 25 feet below the existing land surface. Test boring numbers B -3 through B -7 were performed throughout the site of the proposed townhouses at the northeast corner of Biscayne Boulevard and NE 105th Street. These test borings indicate that the site is generally mantled by loose to medium dense, dark colored sands with some limerock fill present in the first 2 to 4 feet of depth, followed by loose to medium dense sands with occasional pinnacles of soft limestone and pockets of silt extending to depths varying from 4 to 6 feet. These soils were found to be mantled by a soft to medium dense native limestone rock formation extending throughout the maximum explored depth of 15 feet below the existing land surface. SOIL CONSISTENCY vs. "N VALUE" Cohesionless Soils Cohesive Soils Rock and Gravels "N Value" (blows /ft) Consistency Designation `N Value" (blows/ft) Consistency Designation — "N Value" (blows/fl) Consistency Designation 0 to 4 Very Loose 0 to 2 Very Soft 0 to 25 Loose or Soft 5 to 10 Loose 3 to 4 Soft 26 to 50 Medium Dense 11 to 30 Medium Dense 5 to 8 Medium 51 to 90 Dense 31 to 50 Dense 9 to 15 Stiff - - 50 or More Very Dense 16 to 30 Very Stiff - - - - 31 or More . Hard - - The Standard Penetration Test, "N" value curve shown on the boring logs indicates the general variation of the "N" value throughout the depth of the boring. This curve is plotted in a straight line which connects each "N" value. However, it should not be assumed that the changes in the "N" value are a linear function. The graphical representations shown on the boring logs should not be substituted for the actual material descriptions included in the logs. SUBSURFACE CONDITIONS Test boring numbers B-1 and B -2 were performed in the area of the proposed condominium building which is to be located at the site at the southeast corner of Biscayne Boulevard and NE 105th Street. These test borings indicated the presence of medium dense, light to dark colored sands with some traces of roots and limerock fill present in the first 2 feet of depth, underlain by loose to medium dense, light colored sands with, scattered traces of limestone fragments, extending to a depth of 6 feet. Beneath these soils, a soft to medium dense, native limestone rock formation was found extending throughout the maximum explored depth of 25 feet below the existing land surface. Test boring numbers B -3 through B -7 were performed throughout the site of the proposed townhouses at the northeast corner of Biscayne Boulevard and NE 105th Street. These test borings indicate that the site is generally mantled by loose to medium dense, dark colored sands with some limerock fill present in the first 2 to 4 feet of depth, followed by loose to medium dense sands with occasional pinnacles of soft limestone and pockets of silt extending to depths varying from 4 to 6 feet. These soils were found to be mantled by a soft to medium dense native limestone rock formation extending throughout the maximum explored depth of 15 feet below the existing land surface. °3 0.c. The ground water level at the time of our investigation was encountered at depth. of 7 feet at the site at the southeast corner of Biscayne Boulevard and NE 105th Street, and at depths ranging from 4.5 to 5.5 feet, throughout the site at the southeast corner. Fluctuations in the ground water level should be expected due to seasonal climatic changes, tidal action, rainfall variation, surface runoff, construction activity and other site specific factors. Metropolitan Dade County Public Works Department records indicate that average yearly highest groundwater levels in the project is approximately +3.0 ft. MSL, while average yearly lowest ground water levels is at approximately +1.0 ft. MSL. Flood criteria elevation in the project area is estimated at +5.0 feet MSL. GEOTECHNICAL ENGINEERING EVALUATION Evaluation of the subsurface data obtained from the test boring logs, using accepted geotechnical engineering criteria, indicates that the existing subsurface soil conditions are generally suitable, and will allow for the proposed townhouse and condominium buildings to be supported upon a shallow foundation system. Townhouse Buildings: Our review of the test boring logs and analysis of the subsurface data obtained indicates that the proposed two (2) story townhouse buildings may be supported upon a shallow type foundation placed directly upon the existing soils, provided that they are properly compacted. The proposed townhouse buildings shall be supported upon a shallow foundations system, consisting of either shallow spread footings and a floating slab on grade, or a monolithic slab on grade with thickened edge footings. Shallow foundations for the proposed townhouse buildings ahil l be proportioned for a maximum allowable soil bearing capacity of 2,500 pounds per square foot (psf). At this bearing pressure, the anticipated total settlements are expected to be less than % inch, with differential settlements approaching LA inch across the area, provided that the following recommendations are adhered to. The area of the proposed buildings shall be . cleared and grubbed to remove all vegetation, topsoil and debris. The cleared surface shall be compacted to 95 % minimum relative compaction as compared to the "Modified Proctor Test" (ASTM D- 1557). Any additional fill required to raise the area to its final bottom of slab elevation shall be placed. in 12 inch loose lifts, each lift compacted to 95 % minimum relative compaction. Bottom of footings shall be placed at a minimum depth of 1.5 feet below the final grade. Footings shall have a minimum width of 24 inches for square or rectangular footings, and a minimum width of 18 inches for continuous footings. Condominium Building: Test borings performed at the southeast property, revealed the presence of generally clean, suitable soils. However, unlike the proposed townhouse building, the proposed condominium will be a multi -story structure, and since it will have groua d floor parking, it is likely to consist of reinforced concrete frame structure, supported mainly by columns, and shear walls. Due to their higher building loads, these types of structures require higher allowable design soil bearing pressures, and are more susceptible to settlements. 4 • 1 / D L( CIF 1 Z. c. f It is our recommendation that the proposed condominium building be supported upon a shallow foundation system consisting of shallow spread footings. However, we recommend that the footings providing support for the main load bearing members of the structure (columns and shear walls) be placed directly upon the native limestone formation, which was encountered at a depth 6 feet below the existing grade. Footings placed directly upon the native limestone formation may be proportioned for a maximum allowable soil bearing capacity of 4,000 psf. At this bearing pressure, the anticipated total settlements are expected to be less than 1 inch, with differential settlements approaching' to Y2 inch across the area, provided that our recommendations are adhered to. ENGINEERING RECOMMENDATIONS I. Site Preparation 1.1. Site area shat 1 be cleared and grubbed to remove and dispose of all vegetation, topsoil and debris. 1.2. The cleared surface shall be compacted to requirement of Section Fill and Compaction. 1.3 Building area shall be raised to appropriate bottom of slab elevation by placing fill in accordance with Section: Fill and Compaction. 2. Spread Footings 2.1. Townhouse Buildings: Shallow foundations shall consist of either a monolithic slab on grade with thickened edge footings or stem wall and column pad footings with.a floating slab on grade. Foundations shall be proportioned for an allowable design bearing capacity of 7.500 pounds per square foot (psi). At this recommended bearing capacity the minimum footing dimensions to prevent punching shear shall be 24 inches for square or rectangular footings, and a minimum width of 18 inches for continuous footings 2.1.1 Bottom of footings shill be placed at a depth of at least 1.5 feet below final exterior grade Bottom of footing excavation shall be tamp compacted to a minimum of 95% relative compaction prior to placing reinforcing steel or concrete. Relative compaction must be verified by randomly testing at least 15 percent of the column footing pads. The wall footings shall be tested for verification of density at a frequency of one test for every 60 linear feet of wall footing. 2.1.2. Evaluation of materials at founding level and below using accepted geotechnical criteria indicates that the materials will support the stated bearing capacity without failure and with anticipated maximum, settlement of less than % inch, with differential settlement across the site approaching ya, provided that the recommendations included in this report are adhere to. It99 of-/2 2.2. Condominium Building: Foundations shall consist of sballow spread footings, placed directly upon the native limestone foundation which was encountered at a depth of approximately 5 feet below the existing land surface. Foundations shall be proportioned for a maximum allowable design bearing capacity of 4,000 pounds per square foot (psf). At this recommended bearing capacity the minimum footing dimensions to prevent punching shear shall be 24 inches for square, rectangular or continuous footings. 2.2.1. Bottom of footing excavation shall be clean and free of loose soil and rock debris. Final cleaning shall be performed immediately prior to placement of reinforcing steel and concrete. 2.2.2. Any cavity, solution pipe, or sand pocket greater than 8 inches in diameter, shall be cleaned to a depth of twice their diameter and backfilled with lean concrete. 2.2.3. Footing excavations and lean concrete repair shall be inspected by the geotechnical inspector to verify the competence of the limestone and the acceptability of the excavation. 2.2.4. Evaluation of materials at founding level and below using accepted geotechnical criteria indicates that the materials will support the stated bearing capacity without failure and with anticipated maximum settlement of less than 1 inch, with differential settlement across the site ranging from'/ to 'J2 inch, provided that the recommendations included in this report are adhere to. 2.3. The grade floor slab shall be supported upon compacted fill material placed in accordance with Section: Fill and Compaction. 3. Fill and Compaction 3.1. Placing fill: 3.1.1. Fill shall be placed in lifts not greater than 12- inches loose thickness for material compacted by heavy compaction equipment, and not more than 6 inches loose thickness for material compacted by hand - operated tampers. 3.1.2. Suitable fill material is defined for the engineering purposes of this report to be a clean select material, containing no more than 5 percent by weight organic matter, no more than 10 percent by weight passing the No. 200 Sieve and no man -made debris of any description, which meets the requirement of ASTM D 2487 Unified Classifications GW, GP, GP-GM or SW. 3.1.3. Since large size particles interfere with compaction of the finer soil fraction, all backfill and fill materials shall be free of rock or gravel larger than 3 inches Or 50 percent of the compacted layer thickness, whichever is the lesser. 6 • 3.2. Compaction: /d 6 D4 f2 y 3.2.1. The cleared surface and each fill lift shall be compacted to a minimum relative compaction of 95 percent. Relative compaction is defined as the ratio, expressed as a percent, ofthe dry soil density as determined in the field by ASTM D 2922 (nuclear method) with a probe depth. of 12- inches, divided by the maximum dry soil density as determined in the laboratory by ASTM D 1'557 ( "Modified Proctor "). Compaction shall be verified by the geotechnical inspector who shall also confirm that the fill material being placed is the same material as tested in the laboratory. To avoid delay during compaction operations, candidate fill material should be supplied to the geotechnical inspector a minimum 72 hours in advance of placement. 3.2.2. Compaction of suitable fill as defined herein is most readily achieved by the use of vibratory rollers when space allows. For small restricted areas, mechanical hand - operated tampers usually perform satisfactorily. Prior to commencing compaction, the moisture content of the fill material shall be adjusted to within plus/minus 2 percent of the optimum moisture determined by ASTM D 1557; by so wetting or drying the fill material, the amount of compactive energy required to attain compaction is minimized. Attempting compaction of fill material which is more than 5 percent below or 3 percent above optimum moisture will generally yield unsatisfactory results. 3.2.3. A minimum of one in-place field density test shall be performed for each 2500 square feet, or fraction thereof, for each lift of compacted soil for building pad or slab area. 4. Geotechnical Inspector 4.1. Experience indicates that the actual subsoil conditions at a site could vary from those generated on the basis of test borings made at specific locations. Therefore, it is essential that a geotechmical engineer be retained to provide soil engineering services during the site preparation, excavation and foundation phases ofthe proposed project. This is to observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. 42. The geotechnical inspector as referenced hereinbefore shall be a Registered Professional Engineer licensed in the State of Florida and experienced in the practice of geotechnical engineering, or his designated field agent. The results of all inspections by the geotechnical inspector shall be submitted on report or log forms duly signed and sealed in accordance with Rule 61015- 18.011 of the Florida Administrative Code. 4.3. The geotechnical inspector shall be retained by the owner, the project architect, or the project structural engineer. /o 7 z, -2 ! 2- c l SPECIAL R E4RJ<S & ANNOTATIONS In dealing with the unseen subsurface dimension, a prudent test boring program acts to identify the general range of conditions and to reduce, but not eliminate, the risks of unknown conditions. Therefore, WLI cannot offer a warrantee, expressed or implied, that materials or conditions other than those revealed in the test borings will not be encountered, nor that the relative proportions and density of the materials will not vary from those reported. Furthermore, WLI assumes no responsibility for the accuracy of the reported depths should any excavation, filling or alteration of the site grade occur, subsequent to the date of the drilling operation, without surveying the existing conditions. Also, since the criteria furnished to WLI constitutes our total knowledge and understanding of the project; inaccuracies, deviations or alterations of the criteria may invalidate these recommendations to the extent they impact the magnitude, distribution, and elevation of applied loads, or impact the nature of the construction. • APPENDIX A TEST BORING LOGS rte' dog °a -F-lzN 0 - 6- 10 - 20 -.4 25- Page A- 1 B-1 di4 MUCH: NMI/MCA ✓ riri/141,14, 1191.111FMPIP VICZKIIEC 1.4CILMM AllY MOIL 11.141141110 1.0.107141Y 117:1MW r: irIMUU41: 01.111•111. • 44144 PAPOSIMPI MOH P41114 [11111,1MIP 0/113n1. MI://131. UAL LILL LIUMMIL SAL hi PIA101/1 MIA MPS We 1191,41411. [MPIAIMM3 flimrC I.MULMIL 145.14•41. 411.104•4 1.444140. 141114/04 C111/14•3. I Z GU= 1.15A4141: 04.110.7161: U4� R. 41.114M141 ClEr11731r ISMJC .1.[Cfa • 444114i MU.14411 14 AMA Mak 110.111.414. MPOIAFJP CACI ri MCIMECI IMIC CALM LA OA WY A 4.4411.4. 71411, •P141414‘ 119PIIIMIP 111117111r 1.4C10.= MULTIPLE BORING PROFILE(SUMMARY) Proposed Townhouses & Condominiums 5-2 B-3 11 10 18 27 18 Ralighlk.11.1 riM1114111. 14417IIMP. CIETIrICC IrMEMIr. 111130.111C INUMMIL ild11.11144 COM hIPIP 1341WITAI. Afiria1.74 AU /CCU MI/COM LIALM44. AILMG1161. MN 414 11114/111MT riTIWIMPIF tIEM PIM If3EIMAEIM •41.11.1.1/4. 4161411.11, hi ilte MO 44414144 IMP 1.4.14114 rIPOW WI! MIA CP 41 01.14411• P4MENAM 14.4.414 :WM /IMF 7/74 CA IC :Ur1:111. GUM-MC 111147C1.4.1 • I414 WAIrrIIT 11,1/11440P IMICCIFIGI 12 16 14 .4 Ow 011 • !: :4,. IHINE LAU Chi PM PI 4.m. 4/1411.411• IT FAINT rim MIMI ITGICICE .a[liaak .41.111AL Of Mina AAA MIMA.I. MEM WM EIMPLIM. LIICOVIUC .11111 IGUMMILL IMAJUIA. 91141MNII. WII/PPO• 115 MUM /S. INUMMIC kW/ALUM .4114141, Pali P.04 MAMOUNIPI r!W1411311. UCIMICII 3C15 B-4 10 . . • • fie 1 17 8 18 20 12 15 ;Imo MIAMI/ 112/.1.11ML LMUCIAIL 1U44.11.4.1 /14114141. ,weturn, 144011.1P, r1(111.171n ITCI217C UUMAUL 114411.144 4144.34, 1SS .14101401 ENIMPIW UUMILIC .015.712 ICIMAML MUM/4 MU &MIL •=11••••••••• 28 20 •-• --- --- I rillrf /111 OXILIC 1141.11.1114 44114 111.4 KIVA 4141.14 [14111.1W .411144/11. :CALM= C UZI& 1 AMC/U.4. MIA 44/1. Pmromr• 714,411.S. 31,141111.1. ririowrrin ILLIMICE ALM Ir 13 11 0 -5 L -'10 - 15 L - 20 -25 • • O) n. LU 0 - 5 - 10 15-' 20 -- B-5 MULTIPLE BORING PROFILE(SUMMARY) Proposed Townhouses & Condominiums B-6 WAY OWLI RAI 116114i1 PIMION1lo 1F11.1111111. Irrel•ClIPP Ca' rug= nrmrwri LILL/17i 61111•111i CM Ma NM PiP00111••■■ IMPIP•I MIPIIMPWN. GUMMY IA COCK 1•11•117111.41A Rd. Milli ..11.1 ■11140,111. 11•141171. 11•1191•EMPIP CIE .111•1•310 171311.WETI 1.11L WU AL i ANSI& IN ‘11111110 POW in lft1.4 IJfJd .11t1 wirer LK El MAC 19 12 12 19 • • • rIrg wraiaLii OILI•1611.11.1 14114•17• FIRIMI17 ri crrrrumn Oil TAW r ■111LILJi Ida I WWI/ IA POOSSIMPR IP HMI MI EN nwrvr Id IN MI ILI Li PAILINILV•& POMO 1 irtrourr tr.rtru-in onerarn hISGILIAL vasiors, .muismo 1•11•10111•41. 1110.111•11111 CZPVW IMF CW12111W B-7 10 11 18 18 - r.fl 1•111•10•11/C 1111411111111. letli 11.10111010401 I-I1J "MY Fir CMLIMIle •IIULL31.1 rXIECIICIL I iffli141,1i FUMI*11•111, •191.01,111R cnierr eseririm ernurwm t111•11EME PIC4M1141k 1111144141M1 MIMI, I. C11.17171211r 312 CIL IIJIJI Ralli PIIMOINTIg TIVIMIPT PM VW' IP Mr MM., OEM ICE •WEIJOL i•Li Id 11 ••■■•■■••••• 10 42 17 15 15 10 15 20 25 - 25 Page A- 2 • m 13 r+ C!) ' grG1z nra TEST BORING LOG oxrms or • r.da.don aoa.aaertng s T e tlo6 0 CLIENT: Village Del Mar Development Group, L.L. C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability location sketch DRILLER: J. Cooper ELEVATION: - DRILL RIG: Simco DATE STARTED: 10 -18 -02 DEPTH TO WATER: 7.0' DATE COMPLETED: 10 -18 -02 DEPTH I STANDARD PENETRATION TEST f N -value CURVE • • u(- of 1 ZJ-1 BORING NO.: B -1 (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION SAMPLE NO. SAMPLING INTERVAL 0- 1— 2 — 3-- 4 — 6 --- 6 — 7 8- 9 — 10 — 4 10 17 7 6 5 a 2 3 3 3 4 6 4 12 12 a 11 — 12--_ 13 — 14 — 16- 16- 17 — 18 — 19 -- 20 — 21 22 — 23 — 7 7 - 7 a 12 8 10 7 8 8 24 -- 25 — 26 — 27 — 28 — 29 -- 30- 31- 32 --- 33 — 10 7 6 6 3 7 Dark gray to brown silica SAND with trace %.fragmented limestone with trace roots %Tan LIMESAND with some fragmented :limestone (fill) Tan to light brown silica SAND Dark tan to light brown LIMESTONE with trace limesand Tan to light gray LIMESTONE with trace limesand Boring terminated at 25.0' 1 2 3 5 6 7 8 9 10 0.0 -1,0 1.0 -2.0 2.0 -4.0 4.0 -8.0 6.0 -8.0 8.0 -10.0 10.0-12.0 15.0 -17.0 20.0 -22.0 23.0 -25.0 27 11 6 10 20 15 27 18 9 • 10 30 60 70 1 90 This information pertains only to this boring and should not be interpreted as being indicative of the site. WINGERTER LABORATORIES, INC. 1820 N.E. 144th Street,* North Miami, FL 33181 1305) 944 -3401 1. 800.346 -5011 Page A -3 tit • WnYo Ii P oil I is extudEnwatohtbsg ai, Testing TEST BORING LOG CLIENT: Village Del Mar Development Group, L.L.C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability DRILLER: J. Cooper DRILL RIG: Simco . DEPTH TO WATER: ZO' DEPTH (feet) SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION • 11 z 8 t Z' BORING NO.: B -2 location sketch ELEVATION: - DATE STARTED: 10-18-02 DATE COMPLETED: 10-18-02 STANDARD PENETRATION TEST SAMPLE SAMPUNG NO. INTERVAL N 0— 6 — 7 8 — 10 —I 11 — 12 -- 13 --- 14 — 15 — 16 17- 18 19- 20-- 21 22— 23 — 24 — 25 — 26 — 27 — 28 — 29 --_ 30 — 31 32 -- 33 --- IMF 10 7 15 7 7 0 e 6 6 5 4 6 4 3 6 4 4 4 4 7 7 7 9 8 6 7 7 8 7 0 7 8 4 6 0 7 Brown silica SAND with some fragmented limestone (fill) Light brown silica SAND with trace fragmented limestone Light brown silica SAND Dark tan to light brown LIMESTONE with trace limesand Tlant� t gray LIMESTONE with trace Boring terminated at 25,0' 1 2 2.04.0 3 4.0 -6.0 4 6.0 -8.0 5 8.0 -10.0 6 10.0 -12.0 7 15.0 -17.0 8 20.0 -22.0 23.0-25.0 22 12 9 8 8 16 14 13 11 N -value CURVE 10 30 50 70 9 0 •This information pertain° only to this boring and abould net be int 1820 N.E. 144th Street, " North Miami, FL 3318t - (305) 944 -3401 1- 800 - 345 -SO6- eted as being indicative of the site. WINGERTER LABORATORIES, INC. Page A -4 mariammioaatzugatianna s CLIENT: Village Del Mar Development Group, L.L, C PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability DRILLER: T. Cooper DRILL RIG: Sirnco DEPTH TO WATER: 4.5' TEST BORING LOG 113 04- re-ti BORING NO.: 8-3 DEPTH (feet/ SOIL SYMBOLS, AND BLOWS PER SIX INCHES 3 4 5 8 7 8 9 10 11 12 13 14 16 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 SOIL DESCRIPTION • location sketch ELEVATION: - DATE STARTED: 10-18-02 DATE COMPLETED: 1048-02 STANDARD SAMPLE NO. SAMPLING INTERVAL Gray SAND with some fragmented limestone () Brown silica SAND Tan SANDY LIMESILT Tan LIMESTONE with trace limesand Boring terminated at 15.0' 1 2 3 4 5 6 7 8 0.0-2.0 2.0 -4.0 4.0.5.8 5.5 -8.0 6.0 -8.0 8.0-10.0 10.0 -12.0 13.0.15.0 PENETRATION N 10 10 17 18 20 12 16 TEST N value CURVE 30 50 70 90 This information pertains only to this boring and abould not be interpreted as be 411 ing indicative of the mite. 1820 N.E. 144th Street,' North Miami, FL 33181 (305) 944 -3401 1- 800 - 345 -80IL WINGERTER LABORATORIES, INC. Page A -5 1 • iTRt1;aI4 p mndpagtainine ac Testtagg TEST BORING LOG CLIENT: Village Del Mar Development Group, L.L.C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability DRILLER: J. Cooper DRILL RIG: Sbrnco DEPTH TO WATER: 4.5' DEPTH SOIL SYMBOLS, • AND BLOWS PER (feet) SIX INCHES location sketch ELEVATION: - DATE STARTED: 10 -18 -02 DATE COMPLETED: 10-18-02 - _ ....- 11 Li (2, BORING NO.: B-4 SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPUNG INTERVAL N • 1820 N.E. 144th )305} 944.3401 11 -800- 345 -S0 33181 0- 2-- 4- 6-- 8-- 9 — 10 — 11 — 12-- 13 — 14 16 18 — 17 — 18 --7 19 20 -- 21 — 22 23-- 24 —_ 25 ze - 27- 28 --1 29 — 30 -- 31 — 32 --- 33 — T UU4 FMTVI n r II wqrAlrnmsta ``- irwrwrl t4R1 «1 i m wwNN' M IPROV l j Gray some fagmented a 4 2 3 4 2 1 1 3 Dark brown silica SAND Dark tan silica SAND a T . Tan to brown silica SAND and s LIMESTONE a 14 Tan to light gray LIMESTONE with trace 17 12 12 17 10 8 12 Boring terminated at 15.0' 1 2 3 4 0.0-2.0 2.0 -4.0 4.0 -9.0 8.0 -8.0 14 5 5 8.0 -10.0 26 6 •10.0-12.0 22 7 13.0.16,0 20 N -value CURVE 10 30 50 70 90 This information pertains only to this boring and should not bs interpreted as being indicative of the site. • WINGERTER LABORATORIES, INC. Page A -6 WairGERTER UBOIUTORIES NC. p...s..s.zangt.th„,42.6ting CLIENT: Village Del Mar Development Group, L.L.C. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability location sketch DRILLER: J. Cooper DRILL RIG: Simco ELEVATION: - DEPTH TO WATER: 5.0' DATE STARTED: 10-21-02 DATE COMPLETED: 10-21-02 TEST BORING LOG I/ 5 o rz-cf BORING NO.: B-5 DEPTH (feet} 0 1 2 3 4 6 a 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 28 27 28 29 30 31 32 33 SOIL SYMBOLS, AND BLOWS PER SIX INCHES 2 1 2 3 SOIL DESCRIPTION STANDARD PENETRATION TEST Dark brown silica SAND with trace fragmented limestone (fill) with trace roots Dark tan to fight brown LIMESTONE and LEVIESAND 2 1 2 1 7 12 15 5 5 7 7 8 a 0 7 9 10 8 Dark tan to SILTY AND t brown LIMESTONE and Tan LIMESTONE with trace limesand Boring terminated at 15.0' 1 0.0-2.0 2 3 4.0-5.0 4 6.0-8.0 5 8.0-10.0 8 10.0-12.0 7 13.0-16.0 19 12 12 19 N-value CURVE 10 30 50 70 1 1 90 This information pertains only to this boring and should not be interpreted as being indicative of that site. • 1820 N.E 144th Street, • North Miami, R. 331131 (305) 944-3401 1-000-346-S01L WINGERTER LABORATORIES, INC. Page A-7 IMILWINCIERTER Psoressienintneanteriris a, Wirt Eng TEST BORING LOG CLIENT: Village Del Mar Development Group, L.L. C PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability DRILLER: .1. Cooper DRILL RIG: Simco DEPTH TO WATER: 5.5' DEPTH (feet) • BORING NO.: 13-6 6 0-4 iz,zi location sketch ELEVATION: DATE STARTED: 10-21-02 DATE COMPLETED: 10 -21 -02 SOIL SYMBOLS AND BLOWS PER SIX INCHES 1 _ 2-- 3 — 4- 5— e- 7-- 8 — 1 10 5 4 2 17 — 18— 18 — 20 -- 21 --- 22 — 23 — 24 — 25-- 20 — 27 — 28 -- 29 — 30 --- 31 — 32 — 33-- 2 3 10 10 5 8 e 6 9 9 10 6 8 10 7 SOIL DESCRIPTION 4..BIak SAND and ROOTS (topsoil) Tan LIMESAND and fragmented '•.LIMESTONE (fill) STANDARD PENETRATION TEST Tan to gray LIMESAND and fragmented LIMESTONE (fill) Dark tan to ht brown SILT and LIMESTON Tan to d light gray LIMESTONE with trace limesan Boring terminated at 15.0' SAMPLE SAMPLING NO. INTERVAL. 1 2 3 4 5 6 7 6 0.0 -0.5 0.5 -2.0 2.04.0 4.0 -6.0 6.08.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 N CURVE 30 9 3 10 11 18 18 10 _30 50 70 SO 1 •This information pertains only to this boring and should not be interpreted as being indioative of the site. 1820 N.E. 144th Street. • North Miami, FL 33181 I305y 944.3401 1- 800.345 -S0IL WINGERTER LABORATORIES, INC. Page A -8 1 WII�i�TER Newland radag • Testing CLIENT: Village Del Mar Development Group, L.L. PROJECT: Proposed Townhouses & Condominiums LOCATION: As shown on boring & soil permeability DRILLER: J. Cooper DRILL RIG: Simco DEPTH TO WATER: 5.5' TEST BORING LOG e. DEPTH (feet) csh 4i" BORING NO.: B -7 location sketch ELEVATION: - DATE STARTED: 10 -21 -02 DATE COMPLETED: 10-21 -02 SOIL SYMBOLS, AND BLOWS PER SIX INCHES SOIL DESCRIPTION STANDARD PENETRATION TEST SAMPLE NO. SAMPLING INTERVAL. 0 1 3 4 6 8 7 8 9 10 11 12 13 14 16 18 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3 7 8 3 s 2 4 8 7 6 6 7 10 10 10 8 6 7 8 8 7 9 a Dark tan to brown silica SAND with trace •roots *..Tan LIMESTONE and LIMESAND Light brown LIMESTONE and SILTY UMESAND Tan LIMESTONE with trace limesand Boring terminated at 15.0' 1 2 3 6 6 7 8 0.0 -1.0 1.0 -2.0 2.04.0 4.0 -6.0 0.0 -8.0 8.0 -10.0 10.0 -12.0 13.0 -15.0 10 12 17 22 16 16 N -value CURVE 10 30 50 70 90 IIII This information pertains only to this boxing and should not be interpreted as being indicative 1820 N.E. 144th Street, ".North Mleml, FL 33181 (305) 944.3401 1 -800.346 -SOIL WINGERTER LABORATORIES, INC, of the site. Page A -9 Symbol -Description Soil symbo)s Sand with trace fragmented limestone and organics • Er: 2.4:4 : :!in• w 4 i.,! ►. LEGEND Sand with.some to trace limestone Sand Limestone with some to trace sand Sandy limesilt Fragmented limestone and sand Fragmented limestone and sand with some to trace silt Sand with some to trace organics Sily and limestone Misc. Symbols '�- Water table at boring completion Soil Samplers Standard penetration test • 1820 N.E. 144th Street ► North Miami, FL 33181 (300) 844-3401 1 -800 -346 -SOIL WINGERTER LABORATORIES, INC. Page A »10 1(4 01 (z.4 APPENDIX B SOIL PERMEABILITY TEST REPORTS No. I REPORT: CLIENT: PROJECT: PROJECT LOCATION: TEST LOCATION: REPORTED TO WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144th Street, North Miami, FL 33181 Telephone (305) 944 -3401 - Fax. No, 949 -8698 SOIL PERMEABILITY TEST S.F.W.M.DJD.O.T. PERCOLATION EnTL RATION USUAL CONDITION TEST METHOD 10 -24-02 ka Lab. No. 391 Village Del Mar Development Group, L.L.C. Proposed Townhouses & Condominiums Biscayne Blvd & N.E. 105"' Street, Miami Shores, Florida As shown on boring & soil permeability location sketch Village Del Mar Development Group, L.L.C. 1655 N.E. 15th Street - Suite 12 Miami, Florida 33181- Attn: Brian Scheinblum DATE: 10 -18 -02 TEST NO: P -1 Permeability test was performed by initially drilling the test hole to a depth of 15 feet. Water was added to the test hole at an average stabilized rate of 0.3 gallons per minute (gpm) for a period of 45 minutes in order to maintain a constant head at the ground surface level. Test hole was subsequently redrilled to a depth of20 feet and test was repeated, but no apparent improvement in the permeability rate was observed. The Hydraulic Conductivity was calculated as follows: Q = Average Stabilized Rate: 0.3 gpm H = Depth to Ground Water Level: 7.0 ft. Ds = Saturated Depth: 8.0 ft. d = Diameter of Test Hole: • 6 in. K ® Hydraulic Conductivity = 40 = 5.2 x 104 cfslfl2 per ft. of head wd(2H2 + 4HDs+dH) SUBSURFACE DATA Depth Soil Description 01-2' Gray SAND with some fragmented LIMESTONE 2' -6' Tan silica SAND 6' -20' Tan LIMESTONE with trace limesand Field Tech: JC/MF No. 2 REPORT: CLIENT: PROJECT: PROJECT LOCATION: TEST LOCATION: REPORTED TO: WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144th Street, North Miami, FL 33181 Telephone (305) 9443401 - Fax. No. 949 -8698 SOIL PERMEABILITY TEST S.F.W.M.D./D.O.T. PERCOLATION EXt LTRATION USUAL CONDITION TEST METHOD Village Del Mar Development Group, L.L.C. Proposed Townhouses & Condominiums Biscayne Blvd & N.E. 10516 Streit, Miami Shorts, Florida As shown on boring & soil permeability location sketch Village Del Mar Development Group, L.L.C. 1655 N.E. 15"1 Street - Suite 12 Miami, Florida 33181- Attn: Brian Scheinblum 10-24 -02 ko Lab. No. 392 DATE: 10 -21 -02 TEST NO: P -2 Permeability test was performed by initially dig the test hole to a depth added to the test hole at an average stabilized rate of 0.3 of 15 feet. Water was gallons per minute {gpm) for r a a period of 45 minutes in order to maintain a constant head at the ground surface level Test hole was subsequently redrilledto adepth of 20 feet and test was repeated, but no apparent improvement in the rate was observed. The Hydraulic Conductivity was calculated as follows: permeability Q = Average Stabilized Rate: 03 gpm H = Depth to Ground Water Level: 5.5 ft. Ds = Saturated Depth: 9.5 ft. d = Diameter of Test Hole: 6 in K = Hydraulic Conductivity = 40 = 6.2 x 10' cis /ft 2 per ft. of head ard(2H2 + 4HDS+dH) SUBSURFACE DATA Depth Soil Description 0' -2' 2'-4' 4c20' Field Tech: JC/MF Gray SAND with some fragmented LIMESTONE Tan silty SAND and LIMESTONE Tan LIMESTONE with trace limesand • • • APPENDIX C TEST LOCATION MAP & SKETCH z a. 04- rz-4( SITE LOCATION MAP �■�■�■tlasl■rir�i�= .1, 'Ililfil*:0411"5111riggirialeamirie Mama"! fZ3; til �����rar�i■�r- r3,rs�a.�v� ��.�...1 r liimoi k ,1�� �rump �_ AIM iii , r i.e.; 'iris rf*�aa��p gyres r1!1� ' iri__^!!'� -r?r� i r'T �i" . r►��, ;k rr� E7 y.,.rt�G u �iri i it_ j ■irrF rrr ��3i. ����.1 33181 1 r«,rna��,�� r � I� ��� �� �.d� Ql�ir�.. _ ��'I�ld� , :'�iC,'iIJ��+1.ill Rimiamorminsui rmoverm��CMEviIi ii ®SCR rt t 1a� 0 fr 41-r427401MP I 1 f At svIE .: ` ∎Tr mom omlat.,E;ca: nirritilrlippor WINGERTER LABORATORIES INC. Drawer L. Nardi Miami. Florida 332 61 -1 529 PREPARED BY vErp DATE: Village Del Mar Development Group, L.L.C. Proposed Townhouses & Condominiums Biscayne Blvd. & NE 105 Street, Miami Shores, FL Paze: C -a. .: SOIL, BORING AND SOIL, PERMEABILITY TEST LOCATION SKETCH .411•4r3111111 x: 'an; ail 1111111EL I 11 '1411, el iti III :11,47,,,,, 0:;) 4.11111111111riii ,rte ; wow,. ')))))'.17.3' 111! cl p' 1'l511.. ,,eiva' grim iiiiiiiiiiinaigliii —0,4 w +u Ilia 114611 , awx .,I111111tilli 'ill 7 11 III 1 SOIL ?EREAJILITy TEST LOCATION • SOIL BORING TEST LOCATION PREPARE EY: Village Del Mar Development Group, L.L.C. Proposed Townhouses & Condominiums Biscayne Blvd. & NE 105 Street, Miami Shores, FL • CAJ 1302 2 Hour Fire Rated Through Penetration Firestop for Single Metal Pipe through Concrete Floors or Walls using TREMstop IA. F- Rating = 2 Hr. T- Rating = 0 Hr, TRLIIIUDC� 3735 Green Rd, Beachwood, OH, 44122 Drawing not to scale Pre -Rated Concrete Floors or Block Watts = Min. 4 -1/2' thickness. Metallic Pipe: A) Steel Pipe - 8' diam. (or smaller) Sch. 10 (or heavier) steel pipe. B) Iron Pipe - 8' diam. Cor smaller) cast or ductile iron pipe. C) Conduit - 4' diam. (or smaller) EMT or steel conduit, D) Copper Tubing - 4' diam. Cor smaller) Type L Cor heavier) copper tubing. E) Copper Pipe - 4' diam. (or smaller) Regular for heavier) copper pipe. Packing Materiat- See table below for minerat wool insulation (min. 4.0 pcf) requirements, TREMstop IA- See table below for minimum thickness of sealant. Apply sealant flush with top of floor surface or with both sides of the wall assembly, Annular Space Min, Packing Materiat Min. Thickness F- Rating Ran • e n Thickness, in. of Sealant, in. Hr. 0 4 1 2 1/2 2 COPY CAJ 2184 2 Hour Fire Rated Through Penetration Firestop for Single Plastic Pipe through Concrete Floors or Walls using TREMstop IA, F- Rating = 2 Hr, T- Rating = 1 1/2 Hr. 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale Pre -Rated Concrete Floors or Block Walls = Min. 4 -1/2' thickness. Plastic Pipet A) Nom. 2' diam. (or smaUer) Sch. 40 PVC pipe. B) Nom. 2' diam. (or smaller) SDR17 CPVC pipe. NOTES For use in closed (process or supply) piping systems. 0 Forming Material- Foam backer rod firmly packed into the opening as permanent form. Q TREMstop IA- Sealant applied within opening, flush with top surface of' floor or both surfaces of' wall assembly as shown in table below. When required, apply additional sealant such that a min. 1/8' crown is formed around the penetrating item. Max. Pipe Annular Space, Min. Sealant Sealant Crown Diameter, In. in. Thickness, In. Required 1 -1 /2 3/8 to 3/4 1/2 2 1/4 to 3/8 Yes WL 1113 1 or 2 Hour Fire Rated Through Penetration Firestop for Single Metallic Pipe through Gypsum Walls using TREMstop IA. F- Rating = 1 and 2 Hr. T- Rating = 0 Hr. TRLIUL7DC@® 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale Pre -Rated Gypsum Wallboard /Stud Walt Assembly Metallic Pipes A) Steel Pipe - 4' diam. (or smaller) Sch. 40 Cor heavier) steel pipe. B) Iron Pipe - 4' diam. Cor smaller) cast or ductite iron pipe. C) Conduit - 4' diam. Cor smatter) EMT or rigid steel conduit. D) Copper Tubing - 4' diam. (or smatter) Type L Cor heavier) copper tubing. E) Copper Pipe - 4' diam. Cor smaller) Regular (or heavier) copper pipe. The annular space shalt be min. 1/4' to max. 5/8' within the firestop system. 0 TREMstop IA- Min. 1/2' thickness of sealant applied within opening. Additional sealant to be applied such that a min. of 1/4' crown Is formed around penetrating item. 055 .Yste` WL 2176 1 Hour Fire Rated Through Penetration Firestop for Single Plastic Pipe through Gypsum Walls using TREMstop IA. ................ F- Rating = 1 Hr. T- Rating = 0 Hr, • 1 TRLfIMQ 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale Pre -Rated Gypsum Wallboard /Stud Wall Assembly Plastic Pipe - Nom. 2' diam. (or smaller) Sch. 40 solid core PVC or SDR 17 CPVC pipe for use in closed or open piping systems. The annular space shall be min. 0' to max. 7/8' within the firestop system. Q TREMstop IA - Min. 1/2' thickness of sealant applied within opening. Additional sealant to be installed such that a min. 1/4' crown is formed around the penetrating item. IA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING it 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Kinco Limited P.O. Box 6429 Jacksonville, FL 32254 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to bb used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this prodiet or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. I DESCRIPTION: Series "MPSH41" Aluminum Single Hung Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. WO1 -81, titled: Series "MPSH -41" Aluminum Single Hung Window, sheets 1 through 6, prepared by Al- Farooq Corporation, dated 12/26/01, with revision A dated 02/12/02, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has b change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorse product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fai with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, be done in its entirety. INSPECTION: and shall be avail This consists of th The submitted doc II f ®at the job site at the • MPof ile Burl ng StittaticSfentiga5Mtecument mentioned above. tavaieKillifi$1 Perez, P.E. CHECKING THE PR DESIGN OJECT AND COMPLIANCE WttH THE INFORMATION OWEN IN THE CONTRA O RESPON- SIBLE FOR DIMENSION CONF�IH':�1ATto AND CORRELATION AT THE JOS SITE, FOR INFORMATION THAT PERTAINS SOLELY TO ft p FABRICATION PROCESSES OR TO 5 TtON, AND FOR CiOHE)INATtON OF THE WORK Of ALL TRADES INVOLVED IN THE PROJECT. BY DATE ufacturer or its distributors icial. NOA No 02 -0128.06 tion Date: March 14, 2007 oval Date: March 14, 2002 Page 1 0 E Qi 1/8" ANN. GLASS aer INTER1AYER SEASTORM TYPE 8 1/8' ANN. GLASS ONE PART SILICONE PECORA 895' OR TWO PART SILICONE 'PEOORA 988' GLASS TYPE 'A' 3/8' OVERALL THK. LAMA TED BY 'CARDINAL' 1/8' ANN. GLASS 1/4' AIR SPACE 1/8' HEAT SIREN. GLASS .090' P'8 INTERLAYER 4 1/8' ANN. GLASS ONE PART SILICONE PECORA 893' OR WO PART SILICONE i3 � ilk 'PECORA 988' GLASS TYPE 'C' 3/4' OVERALL THK. LAMINATED BY 'CARDINAL' 1/8' ANN. GLASS .050" INTERLAYER SAFLEX KEEPSAFE 1/8' ANN. GLASS ONE PART SIUCONE 'PECORA 898' OR TWO PART 9LICONE 'PECORA 985' GLASS TYPE 'E' 3/8" OVERALL THK. IAMBNATED BY 'HGP' 1/8' HEAT SIREN. GLASS .090' PV8 INTERLAYER 1/8' ANNEALED GLASS ONE PART SILICONE 'PECORA 895' OR TWO PART SILICONE ��! � PECORA 988' GLASS TYPE '8' 3/8' OVERALL THK. LAMINATED BY 'CARDINAL' 1/8' ANNEALED GLASS 1/4" AIR SPACE 1/8' ANNEALED GLASS .097" INTERLAYER SEASTORM TYPE 8 1/8' ANNEALED GLASS ONE PART SILICONE 'PECORA 895' OR , CON E 1u. 'Pir- 'mom 988' GLASS TYPE '0' 3/4' OVERALL. THK. LAMINATED BY 'CARDINAL' 1/6' ANNEALED GLASS 1/4' AIR SPACE 1/8' ANNEALED CLASS .090' INTERLAYER DUPONT BUTACITE 1/8' ANNEALED CLASS ONE PART SILICONE 'PECORA 893' OR TWO PARE' SILICONE ECORA 980' 1 11111k � ,� 4 b GLASS TYPE 'F' 3/4' OVERALL THK. LAMINATED BY 'CARDINAL' 47 3/8' 4 3/4" MAX. AT HEAD /SILL CORNERS d O.LO. (FM. UTE) 14 1/2' MAX. rO HEAD/SILL A C 1/8' ANNEALED GLASS 009" FILM TP0 -2000 AIR SPACE 1/8' POLYCARBONATE AIR SPACE .009' FILM TPG -2000 1/8' ANNEALED OLASS ONE PANT SILICONE 'PECORA 895' OR TWO PART SI CONE 'PECORA 985' 47 1/2' 014. (VENT) 50' PENT WIDTH 53 1/8' WINDOW WIDTH FLANGE FRAME GLASS TYPE G' 3/4' OVERALL THK. LAMINATED BY PROTECTIVE GLASS 1140.' 6' MAX. HEAD /SILL CORNERS A TYPICAL ELEVATION TESTED UNITS 47 3/8' 0.LO. (FIG UTE) .. 13 1/2' MAX. '_ Al HEAD /SILL r B1 ,%/ , 47 1/2' D.LO. ,50. VENT WIDTH 52 1/8' BUCK WIDTH FIN FRAME NOTES; 1. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DOGE COUNTY OR FLORIDA 81240ING CODE ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 8. WOOD BUCKS EIY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS UETED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. Opt: DR. HNMYOUN FAROO1 CluRE P74. .PPE DE47 FEB 1. 3 2002 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING C00E 14�L 45/7f.117f.2v, -- •-8 a 8 S 3 1 PR • �' «.NTROI.DIVISION drawing no. 221■ ..F CODECOMPUANCEOFFICE 1 W01 -81 ACCEPTANCE tig0.7, -01" M681 1 of 0 FLANGE FRAME WINDOWS FIN FRAME WINDOWS --S--' ..-2---- BUCK WIDTH U ` + DESIGN LOAD CAPACITY - Palo SHUTTERS NOT REQUIRED DESIGN TOAD CAPACITY - PSF SHUTTERS NOT REQUIRED AL- FAROOQ CORPORATION ENCMEERS. PLANNERS a PnonUCr DESIGN 1235 SW 87 AVE MIAMI. FLORIDA 33174 TEL. O06) 264 -8100 FAX. (305) 262 -8978 FLANGE DIRS. GLASS 77P28 'A' 'B' 011 •E' GLASS TYPES 'C' '0' OR '9" GLASS TYPE '5' BUCK DABS. GLASS TYPES 'A' '8' OR '8' GLASS TYPES 'C' '0' OR 'F' GLASS TYPE '0' WIDTH HEttilr EXL( +) 1NL( -) EXT.( +) TNT.( -) DO'.( +) 1NT.(-) WIOTH HEIGHT EXT.( +) 1NT.(-) EXT.(+) 1NT.( -) EXT.( +) TNT:(-) 19 -1/8" 28 -1/2' 37' 53 -1/8' 28• (3) 70.0 70.0 70.0 70.0 70.0 70.0 24' 28' 32" 3B' 40• 44" 48" 52' 28' (3) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/9• 28 -1/2' 37" 93 -t/8" 38 -3/8' (3) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 0.0 70.0 70.0 70.0 70.0 70.0 19 -1/8' 26 -1/2" 37' 53 -1/8' 50 -5/6' (4) 70.0 70.0 70.0 70.0 70.0 70.0 24' 28• 32' 38" 40' 44' 48' 52" 38' (3) 70.0 70.0 70.0 70.0 70.0 70.0 .1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 0.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.8 80.8 70.0 70.0 70.0 70.0 70.0 70.0 18 -1/8' 28 -1/ 2' 3r 53 -1/8' 58" (9) 70.0 0.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 i y .- >7 Q ii • ZO y� to < PS 0 70.0 0.0 70.0 0.0 70.0 70.0 70.0 70.0 70.0 0.0 70.0 0.0 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 82.2 62.2 87.2 67.2 81.9 81.9 70.0 70.0 70.0 70.0 70.0 70.0 19 -1/8' 28 -1/2" 3r 53 -1 /9" 83' (5) 70.0 70.0 70.0 70.0 70.0 70.0 24' 28' 32' 38" 48' 44' 48' 52' 44' (4) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 0.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 700 88.5 58.5 80.9 80.8 59.8 59.6 70.0 70.0 70.0 70.0 70.0 70.0 18 -1 /5' 26 -1/2' 37' 53 -1/8' 72" (8) 70.0 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 0.0 70.0 70.0 70.0 70.0 70.0 70.0 04 70.0 70.0 OA 70.0 70.0 70.0 0.0 OA 0.0 48.6 49.6 83.8 93.8 55.8 59.6 OA 70,0 70.0 70.0 89.6 85.8 • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAtd5. --E-" .....2-. L WINDOW WIDTH 24' 28• 32' 38• 40" 44' 48' 52' 52' (4) 0.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 0.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 .-. 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 0.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.8 69.8 24' 28" 32' 36' 44' 48' 52' 60' (5) 70.0 70.0 70.0 70.0 70.0 . 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 0.0 70.0 0,0 70.0 70.0 70.0 89.8 89.8 70.0 70.0 70.0 70.0 "`... „I (RANGE DIMS) 83.9 83.9 88.0 89.0 88.1 88.1 58.5 55.5 83.1 83.1 80.8 80.8 24' 28' 32' 38" 40• 44' 48' 52' 72' (8) , 70.0 70.0 0.0 70.0 70.0 70.0 9 $ - '-. , ,---,- • a h I 70.0 70.0 70.0 70.0 70.0 70.0 0.0 70.0 0.0 70.0 0.0 70.0 'For OR. HLIMAYWN M000 FlA. PE #HSS7 `+ yam" FEB 1 3 2002 APPROVED AS COMPLYWOINTN THE SWiH , .. , ..•. A1AK 1. •L .iY. 70.0 70.0 70.0 70.0 0.0 0.0 83.5 83.6 68.8 68.8 70.0 70.0 53.4 57.4 57.3 51.3 59.0 59.0 53.1 93.f 97.3 57.3 39.8 99.8 6T vrT!m��.�. ' `• • iv, mot, DMBON , BoII'. , c 000ECOMPLMMCE' 7.5 •1002: (ri"t1Se drawing no. Y 49.2 49.2 53.1 53.1 56.1 55.1 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. et 2 tat 08 ' 6 6 1sneet TYPICAL ANCHORS SEE ELEV. FOR SPACING TivE DYES. ONLY EXT. 01# Wr. FINISHES. . Nai BY KOco,••s 1BY OR 28Y WCCO BUCK TYPICAL ANCHORS SEE ELEV FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fj A 35 KSI MIN. ALUMINUM : 8083 -75 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y OR 25Y WOOD BUCK TYPICAL ANCHORS; SEE ELEV. FOR SPACING 812 SM$ INTO 28Y W000 BUCKS OR W000 STRUCTURE 1 -1/2" MIN. PENETRATION INTO WOOD ;/18" TAPCONS WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO W000 THRU IBY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY .;3M B" TEKS OR SELF ORILf LNG SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) 810 SMS OR SELF DRIWNG SCREWS INTO'DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHQLES; Wt - 1" x 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT S" FROM EACH END AND AT MID SPAN 113Y OR 25Y w000 BuO( fa K 3/4' SMS (2) PER GUIDE VENT WIDTH 1/4. SHIM MAL TYPICAL ANCHORS SEE ELLV. FOR SPACING O L OPG. Lt EXTERIOR D.L OPG. WINDOW WIDTH DADE COUNTY APPROVED MUWON TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE FRAME WINDOW FEB 1 3 2002 DIMON COOECOMPUANCE ACCEPTANCE NOP2.-niZW0lg drawing WO1 -81 sheet 3o1 6 ) 0.LUSTRATNE OILS. ONLY EX T. OR INT. FINISHES NOT BY KNOO TYPICAL ANC}mRS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 112.5116 INTO WOOD STRUCTURES 1 -1/4" MIN. PENETRATION INTO WOOD 1.12.11/1.L.QEUELLSOLUESLISMS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES; W1 eP 1" x 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT 5" FROM EACH END AND AT MID SPAN 1/4" MAX. 1/4' MAX. EXTERIOR O.L. OPO. BUCK WIDTH OADE COUNTY APPROVED MUWON FIN FRAME WINDOW APPROVED AS COMPLYING WITH THE Drawing no. WO1 -81 01 FRAME HEAD (FLANGE) .120 1.553 U FRAME HEAD (FIN) 2.891 1"--- 2.000 —+1 .813 Q FRAME JAMS (FLANGE) FRAME JAMB (FIN) VENT TOP RAIL Q FRAME SILL (FLANGE) FRAME SILL. (FIN) ® VENT BOTTOM RAIL 14IMPROPYLIDE maim) Q GLASS SPACER SCALE 1:1 1.250 n .120 1.167 VENT SIDE RAIL 1.809 .093 .410 1.486 SASH STOP LATCH GLAZING BEAD -7/8" GLASS GLAZING BEAD -3/8" GLASS ITEM N0. PART N0. QUANTITY DBSCRIPIIOM MATLOITAL NAND. /SUPPLIER /RENARRS 1 K00 -2041 1 FRAME READ ( FLANGE) 9063 -T8 - 1A KCO -2081 1 FRAME HEAD (RN) 6083 -T5 - 2 KC0 -2042 1 FRAME 511.1. (FLANGE) 8083 -76 - 2A KCO -2082 1 FRAME SUMO 5083 -T8 - 3 KC0+2o43 2 FRAME JAMB (FLAME) 6083 -TB - 3A KC0 -2053 2 FRAME JAMB (FIN) 8083 -75 - 4 KCO -2043 1 VENT TOP RAIL 8083 -18 - 5 KC0 -2046 1 VENT BOTTOM RAIL 6063 -75 - 6 KC0 -2047 2 VENT SIDE RAIL 6083 -76 - 7 KC0 -2044 1 FIXED MEETB=G RAIL 6063 -75 - 8 RP -800 4/ LITE GLAZING 8EAD -7/8" GLASS RIGID INC - 8A RP -801 4/ UTE CIAZING BEAD -3/8' GLASS MGM PVC - 9 X00 -242 - SASH STOP 8083 -T8 " 10 - AS RECD. FRAME ASSEMBLY SCREW - 18 X 1' PHPH SIAS 11 - AS REVD. VENT ASSEMBLY SCREW - 18 X 1' PHPH SMS 12 VTF -2009 AS ROW. GLASS SPACER SEE DR. DUAL DUROMETER 13 942315910 AS READ. FIN SEAL WEATHERSTRIPPING - ULTRAFAB .150X.187 OR EQUN. 14 W23171N0 AS RECD. FIN sat. WEAT ERSTWPPING - ULTRAFAB .170X.187 OR EQUAL 15 - 2 5/8' SPIRAL BALANCE - CALDWELL ULTAAUFr /SPMEX 18 L -049 2/ VENT SNAP LATCH 3' LONG W/ SPRING NYLON 9' FROM EACH END (HUGHES SUPPLY) 17 U -4333 AS REQO. BULB WEATHERSTRIPPING 0 -LON .300X.190 18 13130/13031 2 VENT TOP GUIDE NYLON ASHLAND PRODUCTS 19 13129 2 VENT BOTTOM GUIDE NYLON ASHLAND PRODUCTS 20 KCO- 2058 -A 2 BALANCE BRACKET 8063 -11 - Sl UC J ES+ PAR000 FUN. PE / 16587 FEB 13 2002 1 v rcho drawing no. W01 -81 sheet 50T 61. a 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Ingersoll -Rand 2720 Tobey Drive Indianapolis, IN 46219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below.. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the MU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series Steelcraft "H16 — 4 FL 8080'Outswing Full Louvered Commercial Steel Doors (Thermal efficiency of this product is not partof`this approval) APPROVAL DOCUMENT: Drawing No. 882W -2, dated 08/12/02, with revision E dated 10/13/03, titled "Dade County H16 — 4 FL 8080 Double Doors (Outswing) with Full Louver IR. Commercial Lock Hardware ", Sheets 1 through 7 of 7, prepared by manufacturer, signed and sealed by Rene J. Quiroga, P.E., bearing the M ami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors Building Official. royal docnrnPnt mentioned and shall be available for inspection at the job site at the r This NOA consists of this page 1 and evidence pages E -1 above. The submitted documentation was reviewed by Manuel NOA No 03 -0327.02 Date: November 13, 2008 ate: November 13, 2003 Page 1 Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 882W -2, titled' Dade County H16 — 4 FL 8080Double Doors (Outswing) with Full Louver IR Commercial Lock Hardware", sheets 1 through 7 of 7, dated 08/12/02, with revision C dated 09/23/03, prepared by manufacturer B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of a louvered commercial steel door system w /Air Louver, Inc. -1500A steel louver, National Guard Products L -VRSG-2 Air Louver steel louver blades,and Anemostat PLSL fixed blades louver insert, all prepared by Certified Testing Laboratories, Test Report No. CTLA- 882W -2, dated August 29, 2002,, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a louvered commercial steel door system w/Anemostat FLDL- UL-SGI fusible link louver insert and Anemostat PLSL fixed blades louver insert, prepared by Certified Testing Laboratories, Test Report No. CTLA- 1107W -2, dated September 5, 2003, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, project #02 -0524, report # 058, dated June 19, 2002 and revised on November 21, 2002, prepared by Product Technology Corporation, signed and sealed by Rene J. Quiroga, P.E. ASTM E1300 -98 does not apply. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Manuel Per Product Control NOA No 0 Expiration Date: November 13, 2008 Approval Date: November 13, 2003 Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERT.II+1CATIONS 1. Tensile Test sheet steel door skin material Testing Laboratories, Test Report No. CTL#- 077811/ DADE 020201, dated July 30, 20021, tested per ASTM E8/A370 or B557, signed and sealed by Ramesh C. Patel, P.E. 2. Tensile Test sheet steel door skin material Testing Laboratories, Test Report No. CTL#- 1107W -21 DADE 03029, dated August 03, 2003, tested per ASTM E8/A370 or B557, signed and sealed by Ramesh C. Patel, P.E. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated March 10, 2003, signed and sealed by Rene J. Quiroga, P.E. 2. Statement letter of no financial interest, dated March 19, 2003, signed by Roger Vitt, Chief Application & Certification Engineer. G. OTHER 1. None. E -2 '--714.i Manua Per Product Control NOA No 0 2 Expiration Date: November 13, 2008 Approval Date: November 13, 2003 13 c SEE SNI'.3 TOP 11 5T111 UUTSWING DOORS CINTERIUR VIEW) DESIGN PRESSURE RATING WHERE WATER WHERE WATER INFILTRATION INFILTRATION REQUIREMENT IS REQUIREMENT 15 NEEDED NOI NEEDED POSITIVE NOT APPROVED + 80 PSF NEGATIVE NOT APPROVED - 80 PSF DUTSVING DOOR SINGLE DOOR OPTION CALL DIMENSIONS TYPJ 8 SPACES .0 11' MAX. INTERIOR 1/4' X 1 -3/4' TAPCON OR *14 X 1 -3/4' OD� 5200' MAX OUBLE DOOR SILL INSTALLATION (TYPICAL) 1/4' X 1 -3/4' TAKEN OR 814 X 1-3/4' (4) PLACES 3 SPACES m 11' MAX Witt/ cr& flaleJ.Q6iroga,P.6:; 211N. Unmoor CoveB 75' Longwood, FL 32779 Florida Ieesse 947946 • EXTERIOR SINGLE DOOR SILL INSTALLATION (TYPICAL) R E VISION S LTR DESCRIPTION DATE APPROVED A APPROVAL DWG 02/26/03 e ADDED UL —RATED LOUVER 05/18/03 C MODIFIED PER DC BCCO 09/23/03 D MODIFIED PER DC BCCO 10/07/03 MODIFIED PER DC BCCO 10/13/03 NOTES. L TVO RDVS OT PS074 WEATHERSTRIPPING PER JAMB AND HEAD. INSTALL PER S147.6 0. ANCHOR REOUIiEMZNTSi SEE 5147 5 FOR APPROVED ANCHORS AND INSTALLATION. 3. HINGE REQUIREMENTS, FOR D00R OPENING UP 70 7'6' HIGH - MIN (3) HINGES FUR DOOR OPOONG 7'7' - S'O' HIGH - MIN CO HINGES LOCATIONS 9.79' FROM RABBET IN HEAD TD CL. OF TOP HINGE - 1038' FROM FLOUR TO CL OF BOTTOM HINGE, EQUALLY SPACED BETWEEN. 4. SEE SHEET 4 FOR AVAILABLE STANDARD WENDS SIZES AND SPECIFICATIONS. 5, APPROVE]) HARDWARE AND LOUVERS INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS 6. 4' FACE HEAD IS AVAILABLE WHEN FRAME IS GROUTED WITH CONCRETE. 7. APPLY CAULK AS NEEDED. OLn r l•i- IMMR6:u• (e,Y•,:a[.: «carmrE ,�a�:�a�:.):ieBE rri•Ims(11zK .u.`RF.nFi MOLTTI F. t, L' LTI;�:,.1d;r.,.,Ryr�_9�;+ =.c6.� i1 +�rRFia M ∎I'LtiIMD);�i 4 ANEMOSTAT - FLDL- UL-SGI OR SO2 Fl1i�[�(•Td:T6��-r�C�a•rt «a:aa Fi•'r•'riaT! ■∎X il•.f 7iSL tAi r3lil .L•].LtIla2'Yi4•:•CO.[ ,1L,LL'Y31 ■�l•t: [��T�:�LU:L<�.?i: in.rt «��aa Yia :Ll'r�ii.`.LG; =. m NOTE 3. 1 2 l a Ri 7= r.Yi -7i R? •! • ■ •', [ l: Lt ea; l a -. Y4t a: a a,.3 -'i .•7 : 'r "'ITT - KRAFT PAPER HONEYCOMB 1 1 .:y�y: 1..1:44131 Eller X.'.,�►'. ?: L7..L!;Jt • « �r /L11i= I•Ly)I FALCON 7 -'' , Y= CYLINDRICAL. LOCI( SEE SHT 7 3'1 -5 /3' x 8'9 -7/8' MAX ifFP i s ti. X13 -'iF'S 1 .MIWAS7iRAV-11v . ■�•�'1F1,i • X .134 SEE SHEET 4 1' CELL. SIZE .100' ALUM. 8083 T5 5.5' X 0.5' 2 86' 11AX. iiati■x'.I. ;'.':I:..' F')......P If7eli:�il 7PER7 ;1 11X:t1Fi91[�%li.LYA fI- 7L1, Y: Ixvla.7firiuIRay:]= 1a:L_•;iE!r: El L1I= L- :iF.'.t; 117A41.r ..• 'C 1 SINGLE DOOR APPLICATION ONLY EEI0 RADDJS THRID MIX PROJECT= DATE DATE E YMF ®/I CAM= APPROVED EIiG. PPPLL a INGERSOLL -RAND COMPANY STEELCRAFT MFG. EmT DM Ash Rd. 06 1vmi! DNA 45E42 DM EMIT DADE COUNTY 1418 — 4 FL 8080 DOUBLE DOORS (OUTSLNNG) WITH FULL LOUVER IR COMMERCIAL LOCK HARDWARE FLAT WO NO 882W-2 AUTOCAD OF 7 FRAME TO BE GROUTED FOR MASONRY ANCHOR lair MAX 88r MAX SHIM AS NEEBEa .25r MAX SEE SrT.a CONCRETE BLOCK WALL GROUT FILLED ,SECTION A —A MORTISE LOCCSET: SCHLAGE MOO SERIES FALCON LM- SERIES WITHOUT DEADBOLT EXTERIOR SEE SHT 8 FOR ANCHORING OPTIONS AND INSTALLATION SHIM AS NEEDED .28' MAX SEE SHT.8 REVISIONS LTR DESCRIPTION DATE APPROVED A • APPROVAL DWG 02/26/03 B MODIFIED PER DC BCCO 09/23/03 C MODIFIED PER DC BCCO 10/08/03 D MODIFIED PER DC SCCO 10/13/03 (8) 18-32 PHMS ACTIVE 7Auxis 54m FRAME TO BE GROUTED FOR MASONRY ANCHOR ,SECTION A -A CYLINDRICAL LOCKSET: SCHLAGE D - SERIES FALCON T - SERIES ALL CYL LOCKS WITH 3/4" THROW LATCH FRAME TO BE t$HOUTED FOR MASONRY ANCHOR EXTERIOR SEE SHT 5 FOR ANCHORING OPTIONS AND INSTALLATION a2' MAX. 1/7-SIIM AS NEEDED .25' MAX SEE SHT 5 CONCRETE BLOCK WALL SEE SHT.3 DETAII. rA' FOR STRIKE INSTALLATION SECTION A -A (SINGLE DOOR ONLY) DEADLOCK: SCHLAGE 8600/700/800 SERIES FALCON /3400 /800 SERIES D� HINGE REINFORCEMENT FRAME HINGE REINFORCEMENT D`} L QBErdge, P.E: 211 N SwacwaterQoveWvd ? an9wood: FL 32779 "kidder !Joins 947946 SEE SHEET 5 FOR ANCHORING OPTIONS AND INSTALLATION weals Florida lWsml Dada di NOTES; SWAGS 12400 S8RleS ERREDraCZEIV 1. SEE SHT.1 FOR ELEVATION. MATERIAL AND SIZE 2. SEE SHT.1 NOTE 2. AND SHT.5 FOR ANCHOR REQUIREMENTS 3. SEE SHT.5 FOR WALL CONSTRUCTION AND ANCHORING SYSTEM OPTIONS AND INSTALLATION 4. SEE SHT.4 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS 5. APPROVED HARDWARE AND LOUVER INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS WEI RADIOS a INGERSOLL -RAND COMPANY STEELCRAFT MFG, 2m7 olitsPdi Rd. C6adlmaU OtN 45142 aumt YMF DAZE CHECKED 181E DADE COUNTY CROSS SECTION OF DOOR AND FRAME IR COMMERCIAL LOCK HARDWARE H184FL8080 FULL L0UVER DOUBLE DOORS APPROVED Xa APPVL 513E FLAT DWG NO. 882W -2 ROAM NTS I AUTOCAD CONCRETE UNTEL r 4" MAX. ( SEE NOTE 6. 2" MIN. EXTERIOR ® LOCKSIDE REINFORCING CHANNEL SECTION B -0 CYLINDRICAL LOCKSET SCHLAGE D— SERIES FALCON T— SERIES ALL CYL LOCKS WITH 3/4" THROW LATCH STRIKE SIDE 12 GA. REINFORCING CHANNEL WITH ASA PREP. INACTIVE 0008 LEAF FIRST SCREW 1° FROM END ASTRAGAL ATTACHED TO THE DOOR EDGE WITH #0X3/4 SCREWS 12.53" O.C. MAX. SEE SHT.5 FOR SILL INSTALLATION EXTERIOR SECTION 0 -0 SCHLAGE L9000 SERIES FALCON LM— SERIES WITHOUT DEAOBOLT Z— ASTRAGAL WITH ASA STRIKE PREP. ' • Re:W 1. STRIKE 211 N.Swatw tr :Blvd. REINFORCEMENT INACTIVE LEAF LOagwiod,Fl.32779 PLATE Salida License 947946, ASA STRIKE PREP AND ASSEMBLY DETAIL EXTERIOR © LOCKEDE REINFORCING CHANNEL SECTION C —Q INACTIVE LEAF WITH IVES 360 SURFACE BOLTS IN TOP AND BOTTOM /SHT SHT.7 SECTION B -0 (SINGLE DOOR ONLY) DEADLOCK SCHLAGE 0600/700/800 SERIES FALCON 0400 /800 SERIES REVISIONS LIB DESCRIPTION DATE APPROVED A APPROVAL DWG 02/26/03 8 MODIFIED PER DC BCCO 09/23/03 C MODIFIED PER DC BCCO 10/08/03 (2) P-32 PHMS DEADLOCK STRIKE (2) #8-32 PFMS pFTAIL "A" DEADLOCK STRIKE INSTALLATION FOR SCHLAGE 0600/700 /800 SERIES AND FALCON D400 /600 SERIES SECURITY LOUVER DETAIL LOUVERS: NATIONAL GUARD L— VRSG -2 AIR LOUVERS 1500—A ANEMOSTAT PLSL OR FLDL— UL —SG1 OR SG2 NOTES• 1. SEE SHT.1 FOR ELEVATION, MATERIAL AND SIZE 2. SEE SHT.1 NOTE 2. FOR ANCHOR REQUIREMENTS 3. SEE SHT. 5 FOR WALL CONSTRUCTION AND ANCHORING SYSTEM 4. SEE SHT. 4 FOR AVAILABLE OPENING SIZES, JAMB DEPTHS AND SPECIFICATIONS 5. HARDWARE INSTALLATION IS PER MANUFACTURER'S INSTRUCTIONS 6. HEAD SECTION CAN HAVE 4" FACE DIMENSION WHEN IT'S GROUTED WITH CONCRETE 7. WALL CONSTRUCTION STRUCTURAL MEMBERS MUST BE DESIGNED TO COMLY WITH APPROVED DESIGN PRESSURE RATING. ENO MMUS 121110 *Mg DRAM YMF +nS CI INGERSOLL-RAND COMPANY STEELCRAFT MFG. Oil awAb Rd. C4miucae K1da 48242 MEDICO TDl£ wue OWS. CROSS SECTION OF DOOR AND FRAME IR COMMERCIAL LOCK HARDWARE H16 4 FL 8080 FULL LOUVER DOUBLE DOORS SZE FLAT D42 No. 882W -2 NEV c NTS I AUTOCAD 1 I SHT 3 OF 7 AVAILABLE DOOR CONFIGURATIONS (SEE NOTE 1.) TABLE 1. CORE MATERIAL PER SHT.7 MAXIMUM OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. GA. /MIN. THK HONEYCOMB POLYSTYRENE POLYURETHANE 8'O" 8'0" CRS GALV 16/.053" 14/.067" HONEYCOMB POLYSTYRENE POLYURETHANE 8'0" '" 8'0 STAINLESS STEEL 16/.053 " TABLE 2. MINUMUM YIELD STRENGTH = 27,000 PSI AVAILABLE FRAME CONFIGURATIONS (SEE NOTE 2.) R E V I S I O N S LTR DESCRIPTION DATE APPROVED H C APPROVAL DWG MODIFIED PER DC BCCO MODIFIED PER DC BCCO 02/28/03 09/23/03 10/08/03 FRAME SERIES JAMB DEPTH MAXIMUM OPENING SIZE MATERIAL WIDTH HEIGHT DESCR. GA. /MIN. THK F 5.75" MIN. 8'0" 8'O" CRS/HRS RS /HRS GALV 16/.053" 14/.067" 12/.099" STAINLESS STEEL 16/.053" MU 5.75' 8'0" 8'0" CRS/HRS GALV 14/.067" TABLE 3. CRS ASTM A1008 HRS ASTM M011 GALV: A80 ASTM A924 STL: 304,305 ASTM A240 MINUMUM YIELD STRENGTH = 27,000 PSI 1.01'41( °3 Rare J.Qurroge,P.E. 21 I ail: Sweetwater Cave Bivd.. EonBwood, FL 32179• i Florida.L..Euhbe g47 NOTES; 1. DOOR CONSTRUCTION 1.1. MINIMUM DOOR THICKNESS — 1 3/4" 1.2. LOUVER OPENING SIZE TESTED (SEE SHEET 1) IS MAX SIZE AVAILABLE FOR 8'O" X 8'0° OPENING. ALL SMALLER SIZES ARE ACCEPTABLE. . 1.3. MAXIMUM LOUVER OPENING SIZE WILL CHANGE IN PROPORTION WITH DOOR SIZE, KEEPING THE SAME STILE AND RAIL MINIMUM DIMENSIONS SPECIFIED IN ELEVATION ON SHEET 1 OF 7. 2. FRAME CONSTRUCTION 1.1. MINIMUM JAMB DEPTH — 5 3/4", STOP HEIGHT — 5/8" 2.2. FRAMES AVAILABLE AS FLUSH (F— SERIES) AND MULT —USE (MU— SERIES) (SEE TABLE.2) 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. BEM RADIUS Timm aaa.E Paa.ieETmw DRAWN YMF 06/03/02 INGERSOLL -RAND COMPANY STEELCRAFT MFG. 9017 Blunt* Rd. EhAc,.ero Ohio Ole CHECKER TITLE OAre CORM DOOR AND FRAME CONFIGURATIONS AND MATERIAL SPECS. ENE APPVL FIAT WA 682W -2 REV C NTS 1 AUTOCAD 1 SHT 4 OF 7 WIRE MASTSNRY ANCHOR INTO GROUT FILED FRAME AND BLOCK WALL -14 MAX. 4 X 6 DOORS — £MICR TYP. REFER TO 24 4G — MAX. — WIRE MASONRY ANCHOR FRAME 10 GROUT FFI LED mix mom gzi as n16 X eae' wIE MASONRY BLOCK WALS / Fy MIN-BS Kal NMI SPACE MAX F105T1NR MASONRY ANCHOR TEMA) INTO CONCRETE WALL OR CCU ii, cri_t. r, >s 171. 0R. MAX - i 1 a• as MAUG , -,, k,.. Y ri ;Ia. ':t A OF =NOR MAIL —%I.y,Y CRum m RNA ' .L NSTAIJ soN MAO 1 1 Y i. '{�• - 6 MAX. WOOD STUD ANCHOR -, 171. 0R. MAX — 17.6 ao. — + 4X6 DOORS 17 ma —£ Cr ANOFWR TTP. 17.E C T7.S• as REFER TO — C�L. PORALLATKN SETAE. y4A% 21 MAX. MA ,, WOOD STUD ANCHOR (LOCK —IN OR WELD —IN) 6 0 FEEL STUD ANCHOR 10' FF M►L-.70 KM WOOD STUD WALLS SEE NOTE 1. CXISTNO M E ARY ANCHOR CEUA) VETE LAG BOLT INTO SG® STUD WALL 6 21* 04 tar =max. 21 MAX. 11.8' MCRAE. 4' X IF DOORS 12,6 acA1Aa. _�__ £ OF ANCHOR MAX. — TYP. IL— YAX. SL.INSTALLATION OETAp 1 l FF M►L-.70 KM WOOD STUD WALLS SEE NOTE 1. CXISTNO M E ARY ANCHOR CEUA) VETE LAG BOLT INTO SG® STUD WALL 6 Antr 3/1 1 6 q/1' wt. EMBEDMENT HEIN SPA RAIL (L0o0101.7) 1/4 MAIL a' MAX. };Its 1<;,i WELD —IN MAX, • STEEL STUD ANCHOR ELD -AN OR LOCK —IN SYS (2) PER ARMCO STEEL MUD WALLS SEE NOTE 1. ear w/r um. QuIroga,P.E: 211 W.SwutmaterCovgB1' Longwaux4 Pt 32419•' Amide LIceaso.#47?.46 WORD STUD WALLS SEE NOTE 1. R E V I S I O N S LTR DESCRIPTION DATE APPROVED A APPROVAL DWG 02/28/03 NOTES: 1. WOOD OR STEEL STRUCTURAL MEMBERS OF WOOD AND STEEL —STUD WALLS MUST BE DESIGNED TO CARRY AT LEAST 320 V /ft. LOAD, AND SHOULD BE VERIFIED BY THE APPROPRIATE OFFICIAL 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. 3. APPLY CAULK AS NEEDED SEEN RADIUS TWOS ANGLE maavpi DATE a/2/43 APPROVED © ®INGERSOLL —RAND COMPANY STEELCRAFT MFG, 9037 SOaAsh Rd CMcbnall 11h10 4024E TITLE Got 15151Y ANCHOR DETAILS/MOUNTING CONDITIONS ENG APPVL SIZE FLAT DAG ESL REV A ANTS AUTUCAD 1 SIT 5 OF 7 882W -2 12.1P &aux tar =max. 11.8' MCRAE. 4 X IF MORS 110 4RRAX. 12,6 acA1Aa. £ OF AXQ1IN3 121' IIGIAL 11P. REF R m Mr n^ -MAA. kIlOEM. . NSTALLATICM OE. T Antr 3/1 1 6 q/1' wt. EMBEDMENT HEIN SPA RAIL (L0o0101.7) 1/4 MAIL a' MAX. };Its 1<;,i WELD —IN MAX, • STEEL STUD ANCHOR ELD -AN OR LOCK —IN SYS (2) PER ARMCO STEEL MUD WALLS SEE NOTE 1. ear w/r um. QuIroga,P.E: 211 W.SwutmaterCovgB1' Longwaux4 Pt 32419•' Amide LIceaso.#47?.46 WORD STUD WALLS SEE NOTE 1. R E V I S I O N S LTR DESCRIPTION DATE APPROVED A APPROVAL DWG 02/28/03 NOTES: 1. WOOD OR STEEL STRUCTURAL MEMBERS OF WOOD AND STEEL —STUD WALLS MUST BE DESIGNED TO CARRY AT LEAST 320 V /ft. LOAD, AND SHOULD BE VERIFIED BY THE APPROPRIATE OFFICIAL 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. 3. APPLY CAULK AS NEEDED SEEN RADIUS TWOS ANGLE maavpi DATE a/2/43 APPROVED © ®INGERSOLL —RAND COMPANY STEELCRAFT MFG, 9037 SOaAsh Rd CMcbnall 11h10 4024E TITLE Got 15151Y ANCHOR DETAILS/MOUNTING CONDITIONS ENG APPVL SIZE FLAT DAG ESL REV A ANTS AUTUCAD 1 SIT 5 OF 7 882W -2 BENT TABS TO SECURE ASSEMBLY "KNOCKED -DOWN" ASSEMBLY 'SUA' SET -UP AND ARC- WELDED ASSEMBLY HEAD NOTCHED AND BUTTED BETWEEN JAMBS HEAD SITS ON TOP OF NOTCHED JAMBS I X 5/8 TRUSS HEAD SMS 'MU' "MULTI -USE' SERIES • ASSEMBLY 2" I _ MIN. HEAD 2" MIN. 4" MAX. 0.825" 5.75" MIN. HINGE JAMB VARY L L WEATHERSTRIPPING DETAIL VARY (ALL DIMENSIONS TYPICAL I EXCEPT WHEN SPECIFIED) 0.825° ‘11104' 41 tofzi /N S , VERO MAZE RQt SIAM YMF Rmro'1, Quiroga' SEP n 211 N SweetwataCbveBIW., Linwood, FL 32779 . Aawavea L�licida Licosa `II'47946, LTR A REVISION S DESCRIPTION DATE APPROVAL DWG 02/26/03 MODIFIED PER DC BCCO 09/23/03 APPROVED WS RAMS STRIKE JAMB INGERSOLL-RAND COMPANY STEELCRAFT MFG. $1011 SW4M Rd. Elntlmw8 Ohio 49242 A7lE LVOlt Mire CORNER DETAILS AND WEATHERSTRIPPING ATTACHMENT FOR FLUSH FRAME AND MU FRAMES aa. APPK SE SAT MS ME 882W -2 B NTS AUTOCAD 1 SHT 8 OF 7 SEE NOTE 1 3.91: - f �-1L25 —j- -17.3 =j= =11.25 —1-- 3.91 --` Irmo-awn RIGID SECTION E NOTE 2. 47.625 MAX. 1.25 FAS -SEAL DOOR SWEEP x 1 -1/4• V• V t LOUVER ER =, 7• ac ® LOUVER OPTIONS SECURITY GRILLE SECURITY GRILLEi ANEMOSTAT SECURITY LOUVER PLSL FLEXIBLE 3.74 SEMI -RIGID L 0.13 T1 4.00 --t 40.00' AIR LOUVERS SECURITY LOUVER 1500 -A r. Quiroga. Ji 2IY•$..SweetwaterCove ioaswood.tl• 32 ez,8tosida L N PS -074 SELF- ADHESIVE WEATHERSTRIPPING 0.75 FLEXIBLE �SECTION SEE NOTE 3. 12 GA SECURITY GRILLE EXTERIOR SIDE ONLY NATIONAL GUARD SECURITY LOUVER L- VRSG -2 ANEMOSTAT FUSIBLE LINK SECURITY LOUVER FLDL- UL -SG1 OR FLDL- UL -S02 R E VISION S LTR DESCRIPTION DATE APPROVED A APPROVAL DWG 02/28/03 H ADDED UL LOUVER 05/16/03 C MODIFIED PER DC BCCO 10/08/03 13 THRESHOLD OPTIONS 0,13 J I #8 x 3/4' s• FROM LOUVER EDGE, 7' CC 5.00 ZERO INT'L 568 SERIES THRESHOLD WITH NEOPRENE BUMPER .50 050 0.25 J 1 540 -1 • PEMCO 2005 SERIES THRESHOLD WITH SILICONE, VINYL OR PILE SEAL. 0.2531 NOTES: 5.00 NATIONAL GUARD 950 SERIES THRESHOLD WITH SIUCONE, VINYL OR NEOPRENE BUMPER 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX IIPD -199 POLYPROPYLENE HOMOPOLYMER 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101 -73 73 DUROMETER - SHORE A SCALE see mut TkW ANGLE PRaJECTION sR*WN DATE Y would a INGERSOLL -RAND COMPANY STEELCRAFT MFG. 9017 Blueish Rd. C e§nod Ohio 41242 APPROVED ENG APPVL TtrLE arc DOUBLE DOORS ACCESSORIES BOTTOM SEEP THRESHOLDS, SECURITY LOUVERS AND WEATHERSTRIPPING FLAT W2 NI 882W -2 REV C =ALE, NTS J AUTOCAD 1 SHT 7 OF 7 ►y APPROVED 0 REVISE AND RESUBMIT ❑ APPROVED AS CORRECTED ❑ NOT APPROVED CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CON- CEPT OF THE PROJECT AND COMPUANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR tS RESPON- SIBLE FOR DIMENSION CONFIRMATION AND CORRELATION AT THE JOS SITE, FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVED IN THE PROJECT. ■ DATE / - 9 ca e, M1AMNDAO MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 BUILDING CODE COMPLIANCE OFFICE MI's IRO -DARE FLAMER BUILDING 140 WEST FLAGLER STRi':I:r. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CON RAC. fOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -255s t:oisrritAcroit ENFORCEMENT DIVISION (305)375-2966 FAX 1305) 375 -2908 ritontscr coxritOL. DIVISION (305) 375 -29021 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series Entergy 6 -8 SIE Inswing Opaque Residential Insulated Steel Door w11H. M. Frame under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. ' This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the tight to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0313.08 EXPIRES: 02/19/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 04 /19/2001 Francisco J. Quintana, R.A. Director Lam i -Dade County 13 uild ing Code Compliance Office Us04500011pc2000Htemplaceslnot ice acceptance cover page.dot Internet mail address: postmaster®buildingcodeonline. .cam Homepage: ht tp://www.buildingcodeonlinc.com Premdor Entry Systems ACCEPTANCE NO.: 01- 0313.08 APPROVED : APR 1 9 2001 EXPIRES : February 19, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This renews the Notice of Acceptance No. 97- 0910.12 which was issued on February 19, 1998. It approves a residential insulated steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy_6' s3" S/E Inswing Opaque Residential Insulated Steel Door in a Hollow Metal Framimpact _And its components shall be constructed in strict compliance with the following docum s Drawing No 31- 1032 -EM -I, Sheets 1 through 5 of 5, titled " Premdor (Entergy Brand Steel Edge) 3'0" x 6'8" Steel Door in a Hollow Metal Frame (Inswing)" dated 6/25/97 with revision C dated 3/20/01, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawings. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in astricteompliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the install • tion of this syste 2 Man r 1 Perez, P.E. Product C rot Examiner, Prods ct ° - ontrol Division Premdor Entry Systems ACCEPTANCE NO.: 01- 0313.08 APPROVED 1.9 2001. EXPIRES • February 19, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: • a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the.materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate 'fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Noticeof Acceptance is displayed, then it shall be done in its entirety. 7. Acopy of this Acceptance as well as approved drawings and other-documents, where it applies, shall be /provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall because for - termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE / ArA, .A- , Manuel 'erez, P.E. Product C Prod col Division 3 Examiner •�• -A' 1/2' OPENING THROAT � OPE;�ING QPENING +1 1/2J SFC. HINGE JAMB •B' TOP y-T 1 5/16' TOP PREM:DOR (ENTERGY BRAND STEEL EDGE) 3'0"x 6'8" STEEL DOOR IN PREMDORS . HOLLOW METAL FRAME (INSWING) 1 9/16' 5/8' .1. .1. 1/2' THR� OAT JAMB OPE I 0 ING NING } 1/2"j 1 9/16' 5/8' E SEC. 'A' -'A' STRIKE JAMB 82 7/32' MAX SEE NOTE a 43 1 /16' TOP OF DOOR TQ c OF LOCK /2' NOTES: STRIKE LOCATIONS 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. VOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY VOOD OPENING. B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON - STRUCTURAL TVO BY WOOD BUCK. 3. REFER TO SHEET FIVE FOR SPECIFIC ANCHORING INSTRUCTIONS IN THE DIFFERENT ANCHORING APPLICATIONS 4. THE HEAD /JAMB CORNERS ARE OF DOUBLE COPED CONSTRUCTION. THE JAMB /SILL CORNERS ARE OF BUTT -TYPE CONSTRUCTION. 5. DOORS SHALL BE PRE-PAINTED WITH A WATER -BASED EPDXY RUST I`HIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 6. FRAMES SHALL BE PRE - PAINTED WITH AN ACRYLIC LATEX WATER- BASED/ DETAIL 'A' WATER - REDUCIBLE WHITE' PRIMER.WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 40' MAX COMPRESSION ANCHOR KVIKSET DEADBOLT MODEL 660 SERIES OR HARLEM DEADBOLT MODEL 820 rOKVIKSET•LOCKSET MODEL 0L200 SERIES •HARED(. LOCKSET MODEL 100 •• DE TAIL '8' I18 x 2' WOOD SCREW (2) PER SIDE (4) TOTAL M .Awu.wwM.www..w.m...stau..a.w;w 1110 F.H.V.S. OR 3/16 ' P FH TAPCON W/ 1 1/2' MINIMUM EMBEDMENT 36' MAX • DESIGN PRESSURE RATINGS VATER INFILTRATION . OUIREMENT IS N EED • VIER£ VATER IIOETRMION . REQUIREMENT IS MN NEEDED Positive 1 *66.0 osr +66.0 os f A `ecctive I -660 nef -66.0 osf at a I.NITS SHALL RE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANjPY DR Dir..ZiANG SUFsi THAT THE ANGLE BETVEEN THE EDGE Cr CANjPY CR OvERHANG ID SILL IS LESS THAN 45 DECREES. U LESS OMIT IS INSTALLED IN KN-w431TABLE AREAS MERE THE UNIT AND THE AREA ARE DESIGNED TD ADEPT WATER 1!'FILTRATION. L.H. INSWI.NG eR.H. INSViNG *10 -24 X W2' F.H.M.S. C4) PER HINGE INTO JAMB *8 x 5/8' F.H.M.S. (22 PER STRIKE PLATE SHERVIN VILLIAMS 850A LATEX SELANT APPLIED .BETVEEN JAMB 1 THRESHOLD BOTH *SIDES N 8 7/16' OF 1ST HINGE 31 3 16' TYP. ON HINGES 31 3 16' TYP. ON HINGES DETAIL 'A• DETAIL 'B' HINGE LOCATIONS APPROVED @A�SS p COMPLYING WITH THE D U7N #ir14 I J ..01�11 DE BY ,../k7 ... `a,�. PROD T • NTROL DIVISION BUILDI " CODE COMPI•IANGE OFFICE ACCEPTANCE NO. • / "6 3 13 • 01 c IG...x. acvsscxs LOS MISS IDLE roc, : : N4 •. ui.. ' 1' !11 11 B fT flDa L'1f�c_ ryTM. a ' ICI I' Ni 911 E. PITTS F. G 56752 1 I 2 -EM -1 SHEET 1 OF ImpIrto C 4 5/8" • S -�T I 40" MAX 2" NA-A lIMi1S: (HISS N1101, FRAC. : DEC. LXTRUS TS: KISS 1411111, MI MI. IQ'S. ;FNGINFFR: APPROVED As COMPLYING WITH 7RE SOUTh OA BUILDINGCODE DATE A19 Sy I SUILINNGCODECOMPLIANGEMOE ACCEPTANCE NO.41- O 3 13 DADE COUNTY MODIFICATIONS JD ADDED WAGE 4 (JJUI3R OPT-fONS) liR. REVISIONS RS OK IT. PART NAI4E :. T a YIT V T f SCALE' 31-1-032--E VI-1 SIEE T.2DF 5 IR. BY R P•RE OR I X I Z. IffIRSON PITTSBURG, KS. 66762 RR'i' SYSTE 4EVISION 1[ 1tR 4 5/8' EX 4JE1CID BUCK aa 7/32' MAX 79 5/16' MAX JNTERIBR 1 3/4' EXTERIOR FIN. FL. ,--- 4 9/16' I NB-B MATERI LS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS Q" HEAD JAMB EM -14 PREMDOR BRAND HOLLOW METAL FRAME - 4 5/8' 10 GA. STEEL 2U COMPRESSION WEATHERSTRIP EM-11 OXSCR EN BRAND QDS -375 (BRONZE) WEATHERSTRIP 0 STRIKF JAMB ALUMINUM- BIIMPFR IHRFSH01 D EM -12 EM -15 PREMDOR BRAND HOLLOW METAL FRAME - 4 5/8' 18 GA. STEEL PREMDOR BRAND - ALUMINUM BUMPER THRESHOLD 1 5/32' x 4 9/16' Q TOP END RAIL EM -08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEEL SKIN EM-04 26 ga C011 1104 4001 g TI Q1r1 P(R 1(&1 1 ram 1s re POLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbs. /Ft3 BOTTOM END RAIL EM -07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL LOCK REINFORCEMENT RING EM -09 PREMDOR BRAND - 24 GA STEEL 'C' RING 10 LOCK STILE EM -06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 0 HINGE STILE EM -05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL t2 LOCK FILLER PLATE EM -10 PREMDOR •BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM -16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK ( STEEL> T4 HINGE JAMB EM -13 PREMDOR BRAND HOLLOW METAL FRAME - 4 5/8' 10 GA. STEEL 15 . #10 -24 X l /2' F.H.M.S. iiiVPEO R HINGE INTO B 16 118 x 2' F.H,W.S. (2) SCREVS PER EXTERIOR P. 1 ON IS NT RIOR SIDE - 1 ON 17 110 fJWS. V/NINIMUM 1 1 /2' EMBEDMENT OR 3/16` PM IAPCIBNS V/M1NMMI1i4 1 1/2' (MBEDNENT • (2) INTO THRESHOLD t8 LOCKSET KWIKSET BRAND 200 LOCI( OR HARLOC BRAND 100 LOCK 19 #8 x 5/8' F.H.M.S. (2) AT EACH STRIKE PLATE 1 5/32' #10 F.H.W.S. OR 3/16' TAPCBN4S WITH 1 1/2' MIN. EMBED.(TYP) (2) PER THRESHOLD APPROVED AS COMPLYING WITH THE SOUTH For 1 UII p1 BY PRO' • OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. p1- 6313. 69 LIMITS: UNLESS NOTED, FRAC. : DEC. ANG. EXTRUSIONS: UNLESS NOTED, STD. COML. IOL'S. B DADE COUNTY MODIFICATIONS A ADDED PAGE 4 (DOOR OPTIONS) 9 -30-90 RS 12/27/00. JIl £NGINFFR: DR. BY R.S DATE R -13 -97 PREVIJEIR E TRY SYSTE 91) E JEFFERSON PITTSBURG, KS. 66162 V S LIR. REVISIONS BATE BY PART NAI'IE' NT R Y (M T N ni IV M TA IRA r CURL_ MAT'L: SCALE: 31- 1032 -EM -I SHEET 3 BE 5 REVISION 111 1ER 13 MAX V ■■1 k4__ 36' MAX CIO 00 ER 0 0 BLANK TOP 6-PANEL 4-PANEL 10-PANEL • 000 000 001:1 000 000 000 18-PANEL ••■•■•••••■ R SLAB STYLES (FLUSH/ 00 0 4-PANEL 9-.PANEL FLUSH 12-PANEL 67 4-PANEL EYEBROW 68 El 5-PANEL W/SCROLL B SS 69 8-PANEL 5-PANEL 5-PANEL EYEBROW W/SCROLL CROSSBUCK 5-PANEL EYEBROW APPROVED ASOOMPLYING WITH SOUTH BillIINGOOE • WUMOCAMOOMMOEOPME ACCEPTANCE NO. 01 -OM Asa UNITS: UNLESS 1.1:11E0, RAC. EXTRUSIBIS: MISS KITED, SID. I0141. 1111 FNGINEFR: LIR. POE NACENTERGY STEEL EDGE DOOR DR. BY J 1 DAZE 12/18/00 HATT: PIRENDOR ENTRY MI-DS 9111 iffERSON 1111411RL, KS. fidt? 1 SCALE: :23 1 - 1 3 2 - BY SI-CEE I 4 11115 1 tutso OTHER ANCHOR WOOD OR STEEL 2X STUDS USING COMPRESSION ANCHORS FACTORY APPLIED COMPRESSION ANCHOR (1) @ EACH JAMB /HEAD CORNER (2 TOTAL) #8 x 2' WOOD SCREW (4) Total #8 x 2' WOOD SCREW (2) @ BOT. OF EACH JAMB (1) @ INTERIOR OF FACE (1) @ EXTERIOR OF FACE (TYP.) DRYWALL DOORFRAME • SECTION A —A \STALLATIONS WOOD OR STEEL STUDS XTERIOR SHEATHING STRAP ANCHORS IN WOOD OR STEEL 2X STUDS STRAP ANCHOR (TYP.) (6) SCREWS IN EACH STRAP ANCHOR DOOR FRAME 12' MAX 36' MAX 36' IA MAX #8 WOOD SCREW (TYP.) WOOD STUDS #10 S.M.S. (TYP) STEEL STUDS WIRE ANCHORS IN CONCRETE OR MASONRY 0.187' DIA. WIRE ANCHOR TYP. WOOD OR STEEL STUDS SEC TI:DN A -A 1 3/8' MIN. EMBEDMENT INT Wi10Il STUD 12' MAX 36' MAX 36' MAX BACK FILL FRAME 8 ADJACENT C.M.U. CELLS WITH GROUT (TYP.) DOOR FRAME IAM£TER WIRE 3/8' DIA. CONCRETE SCREW ANCHOR SECTION A —A CONCRETE OR MASONRY USING CONCRETE SCREW ANCHORS 3/8' DIA. CONCR£TEE SCREW ANCHOR . (TV?.) BUTTERFLY CLIP NOT REQUIRED 12' MAX 36' MAX 36' MAX ASONRY flR CONCRETE DOOR 'FRAME 1 1/4' MINIMUM EMBEDMENT APPROv o ASGOPMPLYING WITH THE SOUTH FL.. • BUILDING CODE „ • BY PROD T DIVISOR BUILD -COIX.COMPLIANCE AMEPTANCE NO. -0/ 03 I3 68 LIMITS: LESS NOTED, FRAG : DEE. £XTRUSIOS:1RTLESS KID, Sip tO4L IELS. ENGINEER: LTR' PART HNC REVISIONS DATE', DR. BY J.1f I DAIt 12/18/00 1 P 911E IEfftR M ENTRY SYSTE D ON PITTSBURG, KS.1 12 TOLD 31- 1032 -EM -I SHEET 5 a 5 REVISION If PIER 1 BUILDING CODE COMPLIANCE OFFICE (QCCO) PRODUCT CoNTROt. DIVISION NOTICE OF ACCEPTANCE NOA muipu-autEcoutirr. FLORIDA iiisTRaDADE Fi 140 \i €ST FLAGLER STREET. SUITE 1607 MIAMI. FLORIDA 331304%3 (305) 375 -2901 FAX (305) 375.2905 POT Industries i'.O. Dos 1$2`) Nokomis, FL 34274* SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The doecanearestion stmitted inns been reviewed by Miami Dude Camay Produr n Comical Divir.inn and accepted by the Board of Rules and Appeals (BORA) to ba used in Miami Dade County and other areas where allowed by the Authority Raving Jvrisdict nn This NOA shall not bc valid after the expiration date stated below. The Miami -Dade County Product Control Division an Miami 'Dade County) and/or the AM On areas other than Miami Dada County) reserve the right to have this product or material tested for quality assurance purposes_ If this product or material fails to perform in the .weepfeel reroto ar, he arrorto acturer will Mani thc ccpcoso of such testing Oriel' the &W may krue diately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptances, if it is determined by Miami -Dade County Product Cootro1 Division that this product or material fails to meet the requirements ache applicable building code. This pwd act ix' a+In uvej =described ibed herein, and has been designed to comply with the High Velocity- &mi an Zone of the Florida Building Code. �31:.S RW T'ibi`ea its Std. N'Vai1- 14.1uminum Tube Clipped Mullions APPROVAL DOCUMENT; Drawing No. 6620, titled '° l" STD. Walt Mullion ". sheets ) through 5 of 5, prcpa:ttl, signed and scaled by Robert [.. Cark. P.E., dared Sl24,t?t . bearing chc Ntia:M.0adc Ca:unty Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product. °antra Di' o.. MISSILE IMPACT RATING: lark and Smart Missile Impact LABELING. &c'' emir shall bona perttrsacrtt lad with Inc tersratfocturcris arm or low. City, &t. & sn+d following statement; "Miami -Dade County Product Control Approved ".'Unless otherwise noted herein. RENEWAL of kris NON sb l% be considered arer a renewal application bas be= Wed ore *tem has been vin change in the applicable building code negatively affecting the performance of this product. TBRNINATION of thisNast will weeerailer cxpieatiort date or IPatom ?t s been a revision err change in Ow materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales. advertising, or any other uses shall automatically terminate this NOA. Failure la comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida. and followed by the expiration date may bc displayed in advertising litcraturc. If any portion of the NOA is displayed. then ft shall be done in its entirety. iNSi'ECtiON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NI OA revnsts NOA 100- 09I2.0S and. consists ofthis page [ as well as approvaf document mentioned' above. The submitted documentation was reviewed by Theodore Berman. P.E. NOA No 02-0701.0S J:spintnw Dais. Jruvc ate, 2006 Approyai ate: July 10. 2002 Pace 1 PAZ I, • Malan Ca J C7£ '4t4EV 0*tc +WDA W AS AS Jrgyy Iraq t- Att. 21 (roll �. J {o /14/4 UFA tO mew; SIOU MIis got n rut r'rW011 bra SIM- frp ea tWSCOor ettPW W ttt ea701 • • . toff' Nt+Jtit a U tJON of sgasiutts wrna !. MERE 4IZE At1D OWolOoy OP ANCHORS fKQJtRED sir SRCET $. FGft MCJion LOCrttWis SEE prig J. AS WE OU my Or A ROas FROM Ct F-7 - FE . 2. REFPRENCE TEST REPORT I'yL -2 C2. 2104 AND 2975 OLOALTNEI Or ANCHORS R 17 oft): OR ACT o or Me..tiotl.S PLEitsE Aran TO twins AND FWD Tilt CaRREC7 LULL- s( .WO missuRr RE0 D filhT MR SPECIFIC APPLr,TI ! Fr; '' m[[fartrxJ Amasser sus otra irratamef •••*1 mtM A F wryA• mom. non sera r Protuttntno wee At AM/4n MST Or Car egarrf AI att NM[ Ir Rflbett L k, p.E. #39712CI , B +Ar Y errwr JG�! Cj� 4 Nil r L---- ...a I-77re:- Ii�. .:. -�_• .;w. bail .: 1 _ •.. 10 Jaat0 OMR. imp Mar is moot !JW O+Ja St WV it WC= lC NAMED Ml��it►19o11•rlJa Adtpaurfly •© :� ESA e P W A' sway 41101% 'ft Mowed pm 86r46 a WPM +ti /e Arvada tor- Ch'lrruC W n rt+e 80211:4441r a KG Mt Is II teadtiis0v .00icu. not' .c Cat lo C CARt ?e- V i e •t1�tISc c aa.I.m f +011 I"412P1OO� Oa..,pnre CUP & INSTALLATION DETAIL 1" STD- WALL MULLION Joao lJrAOIDQY OAVS 40.4 901 LW P0A0wt, n 94II3 NotroMs. n .341+ kaiMIN N5 1�Pe./ aW 6620 r MIN Ogre\ WNW PJr 1 I M PWi#W2 f ?}_ Wf ws �4filLtUD TO' ETHE'A i7JR CE•IEPJ&v 5 MAX 4 LoW4 LE OES?CH PRESS SEE TALES ON RAGE 5or5 .W7t OPt? NG W OR A+1 m AttILL LENCTN a H giv .aml twee % M r NHJ3 tit INLH MUU!Q ilusiamviN6 gui, & 2W.48La' t ESIG I P1 55UAE 9 E TA9LE5 ONP4(5 or 5 MAX OPENING = NOR .1002 MULL WON = W t. AN4NORAS( JYfE. WAVY MO LOCATION OM To &EFTS 2, s AM4o 3 2.P0400w4 MW @F maize 713dd'rJfiit TO A WY. 4f b tJMTS 3 ArULU0t1b ARC APPROv D 'ma JMPACr Jr NON-PIPA.r 4. ITiFERr?}CP TEST REPOT FT .- 2902. .2903 AND 2975 ON TAU M - wrswt w r44N al-WittalarLABALCD Wd 1YE A S2 FOR OCERWNANo WX AM :4W OES Gr'l PRESSURE SEE raBtrs ON mt. MAX�dP9+NO a3K oR HilkR2 MUU UNGTH w OR W11W2 W2) M4X OWING = w OR Wr+t 2 MALL LENGTH @ N! Rata a x, p Ye-431112 1 7 " ,i-- Wd'.. aJp W - Wm.+►a04J N•MrNIr - J tf A ?per ti1JND IL m FOR OETERaorno mut ALLOWIRLE DESIGN PRESSURE' SEE tA8L(5 0/1 PAGE 5OF5 M3 14LiX °PEN ►G = N OR HP +W2 ;Au LENCPN a W OR wF +W2 +Kt M4) MAX OPENNG = Wt +W2 OR w2 +I7J xaa LENGTlI a Hi mom t o jMOWAsAIi JAPp[aeraantart+7t3 VAN n1 +Satwm ."F:TW MTV AIWA OVUM OXt PrforriTi SAL � g °�pr WEI w"{ /33/00 kANGEIVIENf DETAIL 1" STD. WALL MU LION W* rraououvr Ra. /or JUL max It jUT$ wAro�.Y t xus MI 4 6620 Abe + +POR° 4!1 /NTITY OP ANCHORS SHowN ARE FOR A PICTORIAL REPRESENTATION ONLY FOR CORRECT OWNTaTY OP ANCHORS Pt.EASE REFER TO CHARTS AND FWD THE CORRECT £4)LL SIZE AND PRESSURE I E0'D FOR YOUR SPEC /IPPLTlON, CLIP LENGTH CHART FOR 1x l,U-L MULL SIZE 'A' a7r" if aaa F0l1R �1 ^a. CH0 2rauf2 S Emus.' o t lass ,fir • fit Cc 44.2e 1. RErtR£1.L'£ rESr RWPORf iTt-29122,,M2 AWYO 2375 d fin/ L. 1N T MiN. FR Mf i ENO OYP) Tti ON5 Cxlsus pv ttr4 1 1004 MIN. FROM r- END (TYP) +tuuw ver, 1 rcft IRUIrtle�f revard is IRet tltIM$ Alma By, gibilatrir t►PUC414 GlAstriGINni rri nffir SIM OWN Nara 440 0.wssoa iri Courufa korflt[ " MULLION CLIP ANCHOR LOCATION 1" STD, WALL, MULLION r070 9C4oamOGY t P.Q @pr 1.99f NOrOMS. fl 440$ l aOM1 !C 9fM tTS 6620 off - x STD. WALL MULLS MAr'L: 600.3-76 :VOTE 1. REFERENCE TEST REPORT F11-2902, 2903 AND 2975 �n a��' kar~ , .E RE 43012 5ttuctont rtirtairi r*tiw ly DI* nasal sorm twig ay ITYMMITAIre,— 04woctMtquirty UCt - tE 1x2x.1Z5 OPENING WIDTH IN INCHES 2A ho s 50 EO 1 0 SO 9 00 110 120 13 1 12E4 15 107 164 103 1 103 103 403 103 t' 1) _: 48 6 73 67 63 61 .4.02§25 70 7E? 61 50 51 48 44 391 60 41 31 27 20 3 _.._._66 30 26 23 O F•_.726..20 - a.7 6— 16 - 78 �i� s �)�iilElr�d>• • .. 68 X48 ix4x :125 __ oPE r�u►a yap Ino 4 cho 56 60 70 80 9 00 110 120 130 160 70 170 . 170 170 170 tt0 170 170 170 7-119_ . 170 170 170 :mil, 170 170 170 770 17� 1a0 ti7D 170 170 170 ti7D Tao 17D 70 170 170 458i 157 15` 137_ 143 127 122 122 _1Z _ 141 108 i06 108 106 iZ3 10; 100 gp 9 'j 42 tb5 74 72 �.7 6 9tF 8i 74 69 65 63 61 84 Vertical Mull a z z 2 46 5Q65 _M 43 110 110 110 --1-70._ 10 170 - 170' 160 .. _ 85 `1'18„ Ids 2 - .`1 ti20 _ _ 102 -. 78 _111 94 _. 60 7 60 __ 1D8 -4i 1i 3s- 1_,'_..144 .12 ?NQDQCf N&Yisra teer / rsRN.O P Ctw 1, A44XrM 1iJw ALLOWABLE PRESSURE IN PST. Z DESIGN rS 8#SED bN oPEN1NO VIDTH POW MPULTIPL( WITS, CONSICCR ONL" TWc ADJACENT UWJTS AT A TIME. SEE SKEET P. L1ff J. REFERENCE TEST DEPORT Eft -2901. 2903 AND 2975 Reba' 2 Stu :tall ro 'Maw= 4i I P30f 6620 APPROVED 0 NOT APPROVED 0 REVISE AND RESUBMIT 0 APPROVED AS CORRECTED CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CON- CEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPON- SIBLE FOR DIMENSION CONFIRMATION AND CORRELATION AT THE JOB SITE, FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVED IN THE PROJECT., DATEa• 1_Sa M I A M12 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Kings Road Jacksonville, Fl 32254 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miairu -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "MPRW" Aluminum Horizontal Rolling Window APPROVAL DOCUMENT: Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, with revision date 09 /03/03, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval e; ;{ �� �. ed above. The submitted documentation was reviewed b NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 Page 1 Kinco. LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. CTLA -1048W dated 4/30/03, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300-98 and structural analysis, prepared by Al Farooq Corporation, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 7' WINDOW WIDTH 38 3/8" VENT 1110TH 33 11/18' 33 11/18" 0.40. (VENT) 0 D.L.O. (FIX. LITE) 1 X MAX. 41 11 t II =4.....41— II I - == I il -== JJ 0 Ff4 t =: F=—t=' ;I = = .== =___ I -_ it _: #t ; 1 II ; 11 1 . . . 12" MAX. TYP. ELAND _FRAME 74' 1 r MAR BUCK 09A. 38 3/8' VENT WIDTH 33 11/1r 33 11/19" D.L.O. (VENT) D.LO. (FIX. UTE) 12" MAX. HEAD /891 CORNERS rMAR HEAD /SILL CORNERS FIN FRAME TYPICAL ELEVATION TESTED UNITS 12" MAX. !I 1/8" ANN. GLASS ONE PART SLIME PECORA 898' OR TWO PMT SILICONE PEG0A 985' 1/8" ANN./TEMP. CLASS 1/4" NR SPACE 1/8" ANN. CLASS WTERNAYER SEE NOTE BELOW 1 /3" ANN. CLASS ONE PART SILICONE 'PECORA 893' OR TWO PART SILICONE I i PECORA 985' 3/8' OVERALL THK. 3/4' OVERALL THX. GLASS TYPE 'A' 1/4' HEAT SIREN. CRASS INTERLAYER SEE NOTE BL10W 1 /8' HEAT SIREN. GLASS ONE PART STUOONE 'PECORA 89V OR TWO PMT SILICONE La ' PECORA 988' III !I_ 1/8' ANN./TEMP. MASS 1/4' AIR SPACE 1/8' NEAT SIREN. GLASS INIERIAYER SEE NOTE BELOW 1/8" NEAT SIREN. GLASS ONE PMT SILICONE 'PEDORA 895' OR 1W0 PART SILCONE L T I# 'PECORA 985 3/8" OVERALL THK. 3/4" OVERALL THK. GLASS TYPE '8' MPRW ALUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE RICH VELOCITY HURRICANE 2011E OF' THE 2001 FLORIDA BUADING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -98 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNG BUILDING CODE. W000 BUCKS SY DTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSINO OR STUCCO. ANCHORING OR LOADING CONDTITONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL MILAULLEMLAYM .100' SOUJT!A HP .090" SOLUTIA SAFLEX PVB .090" DUPONT BUTACITE PVB 8 iI�i, drawing no. 1 W03 -33 (sheet 1o1 8 ) =it I 11 QV., II k 11 11 =4, II ; /, ;I s = ~_: � I, 11 11 t FIN FRAME TYPICAL ELEVATION TESTED UNITS 12" MAX. !I 1/8" ANN. GLASS ONE PART SLIME PECORA 898' OR TWO PMT SILICONE PEG0A 985' 1/8" ANN./TEMP. CLASS 1/4" NR SPACE 1/8" ANN. CLASS WTERNAYER SEE NOTE BELOW 1 /3" ANN. CLASS ONE PART SILICONE 'PECORA 893' OR TWO PART SILICONE I i PECORA 985' 3/8' OVERALL THK. 3/4' OVERALL THX. GLASS TYPE 'A' 1/4' HEAT SIREN. CRASS INTERLAYER SEE NOTE BL10W 1 /8' HEAT SIREN. GLASS ONE PART STUOONE 'PECORA 89V OR TWO PMT SILICONE La ' PECORA 988' III !I_ 1/8' ANN./TEMP. MASS 1/4' AIR SPACE 1/8' NEAT SIREN. GLASS INIERIAYER SEE NOTE BELOW 1/8" NEAT SIREN. GLASS ONE PMT SILICONE 'PEDORA 895' OR 1W0 PART SILCONE L T I# 'PECORA 985 3/8" OVERALL THK. 3/4" OVERALL THK. GLASS TYPE '8' MPRW ALUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE RICH VELOCITY HURRICANE 2011E OF' THE 2001 FLORIDA BUADING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -98 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNG BUILDING CODE. W000 BUCKS SY DTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSINO OR STUCCO. ANCHORING OR LOADING CONDTITONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL MILAULLEMLAYM .100' SOUJT!A HP .090" SOLUTIA SAFLEX PVB .090" DUPONT BUTACITE PVB 8 iI�i, drawing no. 1 W03 -33 (sheet 1o1 8 ) FLANGE FRAME WINDOWS DESIGN LOAD CAPACT Y - P81' (XO OR OX 91268) 41NDOR 0069. A OIx48 TYPE 'A' 0489 TYPE '8' /12 SY8 1/4" YAPC0NS /15 SYS 1/4" TAPC0N6 w8)TN mew Oa.( +) IM( -) INT.( +) INr( -) OR.( +) INT.( -) O7.( +) DIT.(-) 28 -1/2' 3r 53 -1/8' 75' 26' (3) 3 00.0 70.0 60.0 70.0 60.0 50.0 80.0 50.0 3 00.0 70.0 80.0 70.0 00.0 80.0 60.0 80.0 0 60.0 70.0 00.0 70.0 00.0 60.0 60.0 50.0 6 00.0 70.0 00.0 70.0 00.0 80.0 60.0 00.0 26 -1/2" 37' 53 -1/6" 76' 38 -3/8' (3) 3 80.0 70.0 600 70.0 50.0 80.0 50.0 50.0 3 80.0 70.0 60.0 70.0 60.0 60.0 60.0 80.0 5 60.0 70.0 60.0 70.0 60.0 60.0 80.0 60.0 8 50.0 67.9 60.0 67.9 60.0 80.0 60.0 60.0 28 -1/2' 37' 63 -1/8" 78' 50 -5/8' (4) 3 60.0 70.0 60.0 70.0 60.0 80.0 60.0 60.0 3 60.0 70.0 00.0 70.0 80.0 75.5 80.0 80.0 5 60.0 66.9 80.0 66.9 00.0 00.0 00.0 80.0 8 50.9 50.8 50.9 509 60.0 75.8 • 60.0 80.0 20 -1/2' 37* 83 -1/8' 75' 03' CO 3 60.0 70.0 00.0 70.0 60.0 80.0 . 60.0 80.0 3 00.0 61.5 60.0 66.6 500 81.5 60.0 80.0 5 60.3 50.3 00.3 60.3 60.0 71.4 80.0 00.0 0 40.0 40.0 40.0 40.0 00.0 60.7 00.0 00.0 25' 37' 49' 61' 73' 60.0 3 60.0 70.0. 60.0 70.0 60.0 60.0 • 00.0 00.0 3 80.0 70.0 60.0 70.0 60.0 80.0 60.0 00.0 4 60.0 70.0 60.0 70.0 60.0 809 60.0 80.0 5 60.0 70.0 60.0 70.0 60.0 80.0 50.0 80.0 0 50.0 700 60.0 70.0 60.0 80.0 00.0 80.0 25' 37' 48' 61" 73' 3 60.0 70.0 60.0 70.0 60.0 60.0 60.0 60.0 3 60.0 70.0 60.0 70.0 80.0 00.0 00.0 610 4 00.0 70.0 60.0 70.0 60.0 00.0 80.0 60.0 5 60.0 70.0 00.0 70.0 60.0 80.0 60.0 80.0 6 60.0 70.0 60.0 70.0 60.0 80.0 00.0 80.0 28" 37" 4r 81' 73' } 3 00.0 70.0 50.0 70.0 00.0 50.0 00.0 80.0 3 800 70.0 60.0 70.0 00.0 79.1 60.0 00.0 4 60.0 70.0 60.0 70.0 60.0 79.6 60.0 809 8 80.0 64.5 80.0 649 80.0 80.0 000 800 0 34.0 341 040 5411 60.0 60.0 60.0 50.0 25' 37' 49' 81' 73' 3 60.0 700 80.0 70.0 00.0 50.0 80.0 50.0 3 60.0 03.5 60.0 89.3 60.0 53.5 60.0 80.0 4 55.8 55.8 55.6 55.6 50.0 64.0 60.0 80.0 5 47.0 47.6 47.6 47.6 60.0 64.2 60.0 80.0 8 42.5 42.5 42.5 _ 42.5 80.0 54.4 000 80.0 A - NO. OF ANCHORS PER HEAD & SI1I. () - N0. OF ANCHORS PER 10.18 v== SEE SHEET 1 FOR GLASS DESCRIPTION FIN FRAME WINDOWS DESIGN LOAD CAPACITY - 087 (XO OR OX 5DB8) 0486 TYPE 'A' 01488 TYPE '6' BO'C% DI148. A /10 8149 /10 S14S WIDTH 1100HT OCT.( +) INT.( -) EXT.( +) 1NT.( -) 28-1/2' 3 80.0 70.0 60.0 80.0 30' 25" 3 80.0 70.0 60.0 80.0 52 -1 /0' (3) 5 60.0 70.0 00.0 60.0 74' 6 60.0 70.0 00.0 80.0 25-1/2' 3 60.0 70.0 80.0 80.0 36' 37 -3/8' 3 60.0 10.0 60.0 50.0 52 -1/5" (3) 6 80.0 70.0 80.0 60.0 74" 8 00.0 67.9 80.0 50.0 28-1/2' 3 60.0 70.0 60.0 80.0 30' 49 -5 /8" 3 60.0 70.0 60.0 50.0 52 -1 /8' (4) 5 60.0 67.5 60.0 80.0 74" 6 50.9 509 -80.0 80.0 25-1/2' 3 60.0 70.0 �• 60.0 50.0 38' 62' 3 60.0 67.5 80.0 60.0 62 -1/5' (5) 6 60.4 60.4 50.0 80.0 74' 6 40.0 40.0 60.0 00.0 24' 3 60.0 70.0 •00.0 50.0 36' • 3 00.0 70.0 00.0 80.0 48' (3) 4 80.0 70.0 60.0 80.0 60' 5 60.0 70.0 50.0 50.0 72' 6 00.0 70.0 00.0 50.0 24' 3 60.0 70.0 50.0 35' 3 60.0 70.0 60.0 45' (3) 4 50.0 70.0 80.0 60' - 5 00.0 70.0 60.0 M' 8 60.0 70.0 60.0 24' 3 00.0 70.0 80.0 30' 3 60.0 70.0 60.0 48' 4 80.0 70.0 60.0 I 00' 5 60.0 94.9 60.0 72' 6 840 54.0 00.0 24' 3 60.0 70.0 50.0 38' 3 60.0 70.0 60.0 48' � 4 559 059 50.0 60' 5 47.7 47.7 80.0 72' 6 42.5 42.0 80.0 A - N0. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JANE 1q* 00. HUMAYOUN FAR000 STRUCTURES FLA. 1576 rWrawIng no. 03 -33 (.1,.•e 201 8 ) TYPICAL ANCHORS SEE ELEY. FOR SPALYNO TOY OR 20Y W000 BUCK METAL STRUCTURES (STEEI. OR ALUM. 1/S" MO1. THICK) STEEL : Fy - 38 KSI YIN. ALUMINUM : 6083 -T8 MIN. WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE OLDS. FOR SPACING TYPICAL ANCHORS; SEE ELEY. FOR MONO /12 SIB INTO 28Y W000 BUCKS OR WOOD STRUCTURE 1 -1/2' MIN. PENETRATION INTO WOOD ,1/4" TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ,.3/18' OR SfF DRILLiNO SCREWS INTO METAL STRUCTURES we MIN. THICKNESS) we MAX. SHIM SPACE) ,110 SMS_OR SELDRIL11N0 SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) WEEPHOLES: W1 1" X 1/4" WEEP HOLE WITH PLASTIC BAFFLE AT 5" FROM EACH END. FLANGE FRAME WINDOW Erten OR.BCAY0UN FAQ nA Pt t 18887 CAN. 3538 s' . • TYPICAL ANCHORS SEE B. FOR SPACING TYPION- ANCHORS 2 BY SEE ELEV. FOR SPACNG WOOD BUCK drawing no. W03 -33 ehmuce , j TYPICAL ANCHORSt SEE an. FOR SPACING 109MS INTO W000 STRUCTURES 1 -1/4' MIN. PENETRATION INTO WOOD 110 2efs 0R S%LC 0Ri 1 SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPROLES; WI 1' X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT 5' PKM EACH END. W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. FIN FRAME WINDOW Engre D. HUIL4YOUN FAR= STRUCTURES RA Pt i tsss? C.A.N. ,'..�sJs QM 1 k 1 drtrotng no. W03 -33 (stoat of 8 ) XO L&YOt r OX OPPOSITE DADS OOUNIY APPS'S MULLION SU WARM K NQA TYPICAL ANCHORS SEE ELEV. FOR SPACING FIN FRAME WINDOW Eqn OR HULLEGOUN FARGO° SIRUCTURES fLCA 11_43217 xx y noW03 -33 (sheet of 8 ) 2.000 .913 2491 - - l - -� -`^-t1 A62 TYP. 1.375 1375 1.167 troll if PART / avANf117 DESCRIPTION W7ERIAI. MANP. /SVPPLIER/I!'MARRS �h1 1 KCO •2043 1 FRAME HEAD - FLANGE 6003 -70 L125 l,.�p 213 __(` .- _L,...:,.(.- .062 •43.x_ 1 IA KCO -2063 1 FRAME HEAD= FIN 6053 -11 - .813 A68 I 2 KCD -271 t FRAME SIU. FLANGE 6053 .46 - 2A KCO -272 1 FRAME 5A1. - FIN 8063 -36 - 320 VENT TOP /BOTTOM RAIL 3 KCO 473 1 SILL TRACK 6083 -76 - 4 K00 -2042 1 FRAME JAMB -VENT - FLANGE 5063 ,46 - r K (309 1.563 (FLANGE) 4A K00 -2002 1 FRAME JAMS - VENT - FIN 6063 -70 ! A48 8 KCO -241 1 FRAME JAMB ••• FIXED •-• FLWOE 8063 -76 .••• FRAME uee HEAD 5A KCO -2081 1 FRAME JAMB - FIXED - FIN 0083 -7O - a K70•2044 1/VENT FIXED urn. MIL 6083 -16 \, .997 1205 1428 L563 FRAME HEAD (FIN) 7 KCO -2047 2/VENT IOU TOP k 807T. RAIL 6062,-76 - 0 KCO -2045 1/VENT VENT INTERLOCK 606146 - 1.501 - 1.501 ABE 9 KCO -2040 1/1/ENT ST VENT JAMB STN& 6063 -T6 - 2«183 1aB5i1+S �{ .927 VENT LATCH •j3 8'063 .068 TYP. 8A01 10 RP -600 4/ UTE GLAZING 7/8" RIGID PVC - 10A RP -801 4/ UTE CIAMINO BEAD 3/8" • RIGID PVC L ' ... r I ,078 .078 ' 110. I I .749 .076 r Ale AM 11 L -049 2/ VENT SNAP LATCH. 2 -5/8' LON0 NYLON AT 6" & 48" FROM BOTTOM 12 - t/LATCH LEAF SPRING ST. STEEL - g KINCO LTD. 5245 OLD KINGS ROAD JACKSONVILLE, FL 32254 70. 000) 324 -0244 13 VTT -2009 AS RM. GLASS SPACER POLYPRO /EPDM DUAL OUROMETER .188 1.379 2230 TYP. /.9E7 lae6 14 • 15 923151N0 AS RECO.. RN SEAL 8EATF4ERSTIP - ULURAFAS .187 X .150 OR MUM. �1 OR EQUN. -� 90 .3X00170 16 AS RE00. BULB - US L437 JAMB $TAE 19 - 2/VENT FIXED RAIL SCREW -511. - /6 x 3" PH SMS FRAME --2.691 SILL (FLANGE) 1321 20 '••• ••• ••• •••• - 21 - 2/PANEL ROLLER HOUSING & GUIDE 00.884 AT EACH END OF VENT 8691 FRAME SILL (FIN) .375 2'688 268 TYP. 22 - 4/PANEL 501.1.131 BRiSS 2.800 62 23 - 4 /PANEL ROLLER SHAFT ST. STEEL - .375 2688 362 2691 - 1.370 24 - 2/YANDOW RIFFLE NYLON AT 4' FROM EACH END 28 2/049912 RAFFLE SCREWS #6 x 1/2 MS ^TYP. Al L L379 A/P1ewi69 I .709 _Jim 2691 �� .709 L 1812 JAMB (FLANGE) 1.437 MEETING RAIL 212 (FIN) -.I 275 FRAME WOO FRAME JAMB ZOO A62 TYP 2--"I naiski r n , 1I t i .Y.a.... 7F.r '��at tA63 1321 L32B T1- I�-T 11r � M-. T ++II II++ -- 83 GLASS SPACER SCGLLE 1 :1 /.063 a75 2.753 1.163 420 1- - 2491 2.753 1 3� -• E691 L437 213 FIXED MTG. RAIL p .L jg 8 ^' N1 .6E3 -f / AYOU4 TAR000 Ewen OR HU6TR{lL FLA PE• 10067 0 4 2003 368 L475 =1 FIXED FRAME JAMB .875 (FLANGE) drawing no. -33 GLAZING BEAD GLAZING BEAD 7/8" GLASS 3 /8" GLASS FIXED .913 FRAME 1800 --4. JAMB (FIN) .755 •W03 SILL TRACK sheet of 8 PPROVED ❑ REVISE AND RESUBMIT ❑ APPROVED AS CORRECTED ❑ NOT APPROVED CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CON- CEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPON- SIBLE FOR DIMENSION CONFIRMATION AND CORRELATION AT THE JOB SITE, FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVE IN THE PROJECT. DATE 9•IS.o1. M1AMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Kings Road Jacksonville, Fl 32254 SCOPE: MIAIVQ -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series ` FUNMPRW" Aluminum Horizontal Rolling Window APPROVAL DOCUMENTS Drawing No. W03 -50, titled "UNMPRW Alum Horizontal Rolling Window (N.I.) ", sheets 1 through 10 of 10, prepared by Al Farooq Corporation, dated 6/30/03, with revision date 08/21/03, signed and sealed by Hunrayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been LI, change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision o materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorse product, for sales, advertising or any other purposes shall automatically terminate this NOA. with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flo the expiration date may be displayed in advertising literature. If any portion of the NOA is dis be done in its entir INSPECTION: and shall be avail This NOA co The submitted Y efilk) o I� e' r s j m a t t h e j o b s i t e a t t h e r kif lail*EpeElinviiiliguterpval document mentioned abov W l tr e by AECTEO ore Berman, P.E. CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CON- CEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATI GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESP• SIBt.E FOR DIMENSION CONFIRMATION AND CORRELATION AT T JOS SITE, FOR INFORMATION THAT PERTAINS SOLELY TO THE CONSTRUC- TION. FAGRICATION COORDIINNATIONTOFTTHENWOREK OF ALL TRADES INVOLVED IN THE PROJECT. iI 8Y :s. • DATE©7-7e.® NOA No 03- 0725.01 on Date: October -09, -2008 val Date: October 09, 2003 Page 1 I{'inco, LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Drawing No. W03 -50, titled "UNMPRW Alum Horizontal Rolling Window (N.I.) ", sheets 1 through 10 of 10, prepared by Al Farooq Corporation, dated 6/30/03, with revision date 08/21/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram.of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. CTLA- 1105 -W dated 05/09/03 - 06/05/03, signed and sealed by Ramesh Patel, P.E. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al Farooq Corporation, dated 7/15/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. QUALITY ASSURRANCE 1. Miami-Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 7/17/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 7/17/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0725.01 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 30 3/8' VENT WIDTH 33 11/16' 126' WOK WIDTH 49 3/4' 38 3/8' VENT WIDTH .33 11/16" D.LO. (VENT) D.LO. (FI%. LIE) 12' D.LO. NEW) FALSE HRINTINS OPTIONAL 12* MAX TYP. FLANGE FRAME TESTED UNIT UNMPRW ALUM HORIZONTAL SLIDING WINDOW NON- IMPACT DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 de 4. WINDOWS ARE NOT RATED FOR IMPACT. MO REQUIRE PROTECTION By MIAMI —DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. THIS PRODUCT IS DESIONED TO COMPLY WTH THE HIGH VELOCITY HURRICANE ZONE Cr THE 2001 FLOPoDA BURAINO CON. ALSO FOR WIND LOADS AS PER ASCE T -88. ASCE 7 -83, ASCE 7-88 OR ASCE 7 -88 AS REQUIRED BY PREVAILING BUILDINO CODE W000 SUCK BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING OONOITONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 6' MAX HEAD /SILL CORNERS 72" BUCK WIDTH 37 3 /B' VENT WIDTH 32 1I/16" 0.LO. (VENT) 32 11/16' D.LO. (FX CITE) 12' _. FALSE DPAL 12 MAX TYP. X0 WWINDOTT OX OPPOSITE If -7 6" MAX HEAD/SILL CORNERS TI�i RBI FAROOQ t5663157 g4 al; drawing no. W03 -50 _S6he.t T of 10j. ci wow) O9 —£OM� •ou 6uimap *TT g Mei r Id Yid .1ro»s O U5 3, 311SOdd0 x0 Y00ISIY OX SN3N2100 t115 /OV3H LNfl 031531 3wW93"NU (1N3A) 010 Ji /tt iC WOO NIA .0/4 O£ titan .Lt Gun '%11) '0'ra .f /t at 14101M ri0Q0 .Oat (W3A) ro ro .0t /tt t£ 11101A1 1N3A .0/E Of • - .z• i d II I 1 =.. it II / II __ I I . _p_=23?C____�_. 1 1 n ii 11 11 + II I $ II 11 n + 1 • I it II I II l8 11 II 0 11 11 11 W j1 ___jJ=� 11 11 II 11 , - . ' (1N3A) 010 Ji /tt iC WOO NIA .0/4 O£ titan .Lt Gun '%11) '0'ra .f /t at 14101M ri0Q0 .Oat (W3A) ro ro .0t /tt t£ 11101A1 1N3A .0/E Of FLANGE OR FIN FRAME WINDOWS (XO OR OX SIZES) DIXON LOAD CAPACITY - PST SUCK DIMS. 1MDTN 26 -1/2' 36' 52 -1/8' 74" 25 -1/2• 36' 52-1/r 74' 25-1/2' 30• 52 -1/8• 74. 25-1/2' 35' 52 -1/5" 74' 24' 36• 48" 54" 60• 2' 48' 54' 60• 72' NOWT A 1/8' ANN. 01458 3/16" ANN. cuss 1/4' ANN. GLASS 1/8° TEMP. CIASS 3/16' T5NP. CLAM 1/4" 181?. GLASS 25' (3) 3 Exr.( +) 66.7 INCA( -) 78.4 Exr.( +) 66.7 iNr.(-) 125.0 86.7 1Nr1 -) Ext( +) 84r.( -) 210.0 657 210.0 3 00.7 76.4 68.7 125.0 86.7 210.0 58.7 210.0 6 66.7 76.4 00..7 125.0 807 210.0 667 2100 0 64.3 643 06.7 101.4 08.7 100.6 65.7 100.0 37 -3 /C (3) 3 00.7 70.4 50.7 110.9 00.7 210.0 05.7 2104 3 66.7 681 66.7 85.8 607 171.8 66.7 171.6 8 57.7 57.7 66.7 59.1 06.7 152.0 66.7 162.0 6 424 424 824 62.0 05.7 135.7 00.7 138.7 49 -5/8' (4) 86.7 70.4 60.7 794 68.7 2004 58.7 200.9 3 52.9 52.9 39.9 59.9 56.7 1359 866.7 135.9 5 38.7 38.7 48.0 46.0 68.7 124.1 66.7 123.1 8 32.1 32.1 35.1 02' (5) 3 61.8 014 81.5 38.1 61.8 55.7 56.7 1024 00,7 102.0 140.9 68.7 164.5 3 45.9 469 45.9 68.7 105.1 687 112.2 3 27.9 27.9 34.3 34.3 59.4 75.4 60.7 92.0 25.3 24' (2) 3 06.7 283 78.4 27.2 27.2 45.3 57.4 88.7 73.0 86.7 128.0 86.7 210.0 607 2104 3 58.7 78.4 66.7 1289 00.7 210.0 86.7 210.0 4 06.7 70.4 06.7 125.0 85.7 210.0 55.7 210.0 5 65.7 76.4 58.7 125.0 557 210.0 05.7 210.0 5 68.7 72.0 86.7 125.0 68.7 207.5 OCT 207.5 6 38' (3) 3 57,4 68.7 57.4 78.4 05.7 110.5 66.7 199.2 66.7 199.2 68.7 121.7 06.7 210.0 80.7 2104 3 66.7 71.1 06.7 90.2 06.7 177.1 50.7 177.1 4 61.1 01.1 05.7 76.1 65.7 100.0 65.7 105.0 5 584 58.8 68.7 72.1 66.7 1709 55.7 175.9 5 51.3 51.3 00.7 094 05.7 150.2 66.7 156.2 6 444 444 00.7 874 68.7 1474 68.7 147.6 24' 38' 48" 54' 60' 72' 48' (4) 56.7 76.4 05.7 87.0 $0.7 210.0 65.7 3 54.4 54.4 52.4 62.4 60.7 1394 86.7 210.0 1394 4 38.4 38.4 50.7 50.7 68.7 1324 68.7 1324 5 394 39.0 47.0 47.0 68.7 127.1 00.7 128.1 5 37.7 37.7 44.3 44.3 06.7 119.6 86.7 110.6 6 33.9 33.9 40.6 40.8 65.7 109.6 587 108.8 24' 38' 48' 54' 60' 72' 54• (5) 3 66.7 76.1 66.7 781 65.7 199.2 65.7 199.2 3 504 50.6 54.1 64.1 68.7 128.5 56.7 1204 4 34.0 34.0 434 433 66.7 117.5 06.7 1104 3 31.8 314 40.1 40.1 68.7 108.3 66.7 107.4 6 33.2 33.2 37.5 37.3 66.7 101.2 68.7 100.4 5 30.2 30.2 334 33.8 08.7 91.4 05..7 904 24' 36" 48" 54" 00' 72' 24' 36' 54. 60" 72' 60' (5) 3 66.7 07.8 60.7 67.8 58.7 171.0 60.7 181.1 3 47.7 47.7 47.7 47.7 567 115.8 66.7 1134 4 29.4 29.4 38.0 380 55.T 59.7 06.7 102.0 5 264 26.5 34.9 34.9 64.0 51.2 50.7 5 27.2 27.2 32.5 32.5 68.8 74.6 66.7 03.5 1 87.0 6 3 26.7 601 26.7 29.0 29.0 51.4 03.2 05.2 031 86.7 65.2 1544 66.7 77.7 60.7 1744 3 46.9 45.9 45.9 45.9 86.7 103.1 88.7 112.2 4 26.5 28.6 30.5 384 034 61.0 88.7 97.9 3 27.4 27.4 33.5 333 87.7 731 853 80.7 5 25.2 20.2 31.1 31.1 52.9 87.1 66.7 03.3 25.5 25.0 27.7 27.7 40.1 55.5 45.7 74.1 4 8U .1 1507* • FLANGE FRAME BUCK MTh (1N 1/0" MIN. 01.455 3//16' ANN. 01058 1/8' TEMP. 01.655 3/18' 7E4P. CLASS GLAZING OPTION$ Coon D 738000 55566367 5EP 0 4 200 drawing no. W03 -50 sheet . of 10 FLANGE OR FIN FRAME WINDOWS (XOX SIZES) 06510N LOAD CAPACITY - PBF (EQUAL 01AS8 W179) BUCa DIEN 73" 106 -1/4' 73' 106 -1 4' 73' 106 -1/4 73' 1D5 -1/4• DIME. NEWT 25' (3) 37 -3/0" 40 -5 /8" (3) 82 (3) 1 1/8" ANN. GLASS 6 ECt( +) 68.7 6It( -) 78.4 5/10' ANN. MASS 1/4" ANN. GLASS EXr.( +) 55.7 125.0 1/8" TEMP. 01488 3/10" TEMP. GLASS 1/4' TEMP. GLASS E11t( +) 66.7 9. 67.9 07.0 0 05.3 357 58.7 108.0 65.7 71.4 50.7 86.7 INT.( -) 189.6 I 1556 135.0 EXL( +) 66.7 169.6 05.7 65.7 185.5 1355 9 44.8 44.9 6 37.1 37.1 03.0 6.3.0 451 48.1 60.7 80.7 1328 60.7 132.9 1033 06.7 1063 9 33.5 6 28.6 33.8 20.8 36.9 36.9 36.1 36.1 56.7 1050 66.7 03.1 80.0 55.7 104.3 88.6 9 23.3 243 72' 54• 96" 108' 120• 128' 24' (3) 6 047 754 28.1 251 85.7 125.0 47.0 68.7 69.6 199.2 60.7 66.7 76.3 199.2 7 60.7 77.9 08.7 125.0 06.7 123.7 58.7 103.7 5 85.0 65.0 88.7 125.0 85.7 159.7 547 189.7 9 571 571 66.7 111.7 50.7 186.6 50.7 186.8 10 51.5 51.5 55.7 99.5 58.7 184.4 08.7 154.4 11 45.7 72" 84" 96" 108' 120• 128' 36' (3) 6 613 45.7 61.3 08.7 94.7 66.7 152.8 647 1881 65.7 76.1 06.7 142.3 65.7 142.3 7 57.0 57.0 68.7 71.1 66.7 139.0 88.7 139.0 8 49.5 49.5 08.7 551 00.7 1348 06.7 135.8 9 48.1 451 56.7 671 66.7 1323 86.7 132.5 10 41.1 41.1 55.3 65.3 60.7 130.2 55.1 130.2 72' 54' 96" 108• 120' 128' 11 a 38.7 361 38.7 38.8 01.3 61.3 80.7 60.7 50.7 66.7 1321 66.7 1326 110.7 683 110.7 7 39.3 39.3 440 40.0 66.7 100.7 05.7 105.7 8 37,8 37.8 42.8 42.6 85.7 106.7 047 9 34.1 34.1 40.6 40.0 66.7 104.8 047 10 31.1 31.1 39.1 39.1 66.7 103.0 647 108.7 104.8 103.0 11 72' 84' 98' 108" 120' 128' 54' (5) 6 29.6 34.2 29.6 34.2 38.6 38.6 43A 43.5 047 104.1 547 103.2 00.7 99.0 66.7 99.5 7 34.3 34.3 39.1 39.1 410.7 96.0 66.7 950 6 32.2 32.2 38.0 35.0 68.7 98.4 86.7 96.4 9 30.4 30.4 333 331 63.7 91.4 68.7 90.6 10 27.9 27.9 32.2 32.2 68.7 87.1 06.7 50.4 72' 84" 90' 108• 120" 128" 60' (5) 11 1 6 26.6 283 28.6 29.8 31.4 31.4 86.7 38.0 340 05.7 54.9 89.7 05.7 66.7 84.3 90.5 241 25.1 34.0 34.0 62.1 78.8 66.7 89.2 20.7 28.7 31.1 31.1 05.9 71.0 86.7 03.4 9 248 248 20.0 29.0 51.4 053 60.7 77.7 10 25.5 256 27.4 27.4 46.0 00.9 86.7 73.4 11 248 243 72" 8.4" 98• 108" 120• 128" 62' (5) 29.0 29.0 28.0 p, 20.8 38.5 39.5 46.3 833 56.7 11.0 56.7 71.2 60.7 87.0 7 27.0 27.0 32.0 328 58.0 71.0 08.7 05.5 9 27.5 27.6 293 293 50.3 53.8 88.7 79.8 9 251 251 27.7 27.7 40.1 56.5 05.7 74.1 10 24.3 24.3 20.1 241 43.0 54.6 647 89.9 11 231 233 263 283 41.3 623 85.7 67.7 A " N0. OF ANCHORS PER HEAD 8: SILT. ( ) - NO. OF ANCHORS PER JAMB WW1) (1/39) (1/3*) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 54' (5) 25.5 22.7 25.5 05.7 7 27.8 31.1 5 273 38.1 85.7 9 22.7 34.3 34.3 FLANGE OR FIN FRAME WINDOWS (XOX SIZES) DE5100 LOAD CAPACITY - PSF (UNEQUAL 01199 L27E3) BUCK DIMS. WIDTH HOOHI 73' A 1/6" ANN. GLASS 3/10' ANTI. MASS 1/4' ANN. GLASS 5/8" TEMP. GLASS Oft.( +) 56.6 off.(-) EXI'.( +) 100 -1/4" 73' (3) 6 56.6 65.7 109.4 9 30.3 30.3 66.7 58.7 145.2 t05 -1/4' 73' 37 -3/8' (3) 8 45.2 45.2 66.7 56.7 129.5 9 31.0 31.6 50.7 50.7 1244 411.7 106 -1/4" 49 -5 /0` (3) 82(3) 0 34.1 34.1 40.5 45.5 56.7 99.8 56.7 9 25.4 25.4 40.0 40.0 100.9 80.7 73. 5 263 72' 84• 96" 108' 120" 123" 72' 54' 96" 108' 120' 125" 24" (3) 35.0 08.7 145.4 10 0 51.1 25.8 01.1 34.2 34.2 65.7 74.4 80.7 81.3 51.3 66.7 193.2 08.7 a 9 42.1 363 42.1 86.5 33.0 33.0 45.7 75.4 11 32.1 32.1 75.5 06.7 128.4 72• 84' 90• 108' 120• 128' 35. (3) 9 31.0 31.0 06.7 124.0 5 47.2 47.2 7 41.0 41.0 8 357 357 10 27.0 27.0 43.5 110.4 11 25.5 40.6 85.7 103.2 72" 84• 96• 109" 46" (4) 22.9 37.7 37.7 31.0 43.5 45.8 103.1 8 7 36.7 31.0 35.7 49.2 8 9 27.6 26.4 27.6 102.2 10 22.9 254 42.1 101.2 11 0 21.0 31.1 21.0 35.5 M' 84' 00" 72' 54' 98' 00" (8) 0 27.6 27.5 38.1 193.2 109.7 65.7 05.7 06.7 55.7 104.2 103.1 56.7 66.7 58.7 55.7 100.2 102.7 93.2 92.4 91.8 7 233.5 25.5 32.7 32.7 74.7 8 221 22.9 30.4 30.4 81.6 62' (5) 25.7 20.7 34.5 34.5 59.3 75.2 81.7 7 24.2 24.2 87.0 56.7 61.1 5 21.9 21.9 05.7 ( ) NO. OF ANCHORS PER JAMB 4 1 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH logs: AL ISMAYOUN FA2500 SEP 0 4 2003 (P:hrgeetvii:ot i90 W03-50 TYPICAL ANCHORS 1ST OR VW SEE ELEV. FOR SPAM* VKCD RUCK WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV FOR SPAOM) . ,t2_SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/S• MIN. PENETRATION INTO WOOD ja* TARmNs INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/E MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4• MIN. EMBED INTO CONC. OR MASONRY I3/L TEKS OR SELF sulu O SQREWS INTO METAL STRUCTURES we MIN. THICKNESS) (1/4• MAX. SHIM SPACE) ,#10 SMS CR SELF BRI111H10 SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) A'gEPHOLES; wt - r x 1/4" WEEP HOLE WITH PLASTIC BAFFLE ar 8' FROM EACH END. 1 FLANGE FRAME WINDOW TYPICAL ANCHORS 2 2T BUCK SEE osv FOR SPACING 1/4• SHUI NAL IRY OR 2UY WOO BUCK EXTERIOR CADE COUNTY ARM) NUUM4 1/e $HIW SEC SEPARATE NOA UM. EXTERIOR FLANGE FRAME WINDOW mre,„0,_Afire. droving no. W03-50 6 of 10 ILLUSTRANE OTLS. ONLY EXT. OR INT. FlNISNES NOT BY «• TYPICAL ANCHORS; SEE ELEV. FOR SPAM) •iO SMS INTO WOOD STRUCTURES 1 -1/4' MIN. PENETRATION INTO WOOD 1.10 SMS O EI R ORI INO CREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. FIN FRAME 'WINDOW ITEM 1 IA 2 2A 3 4 4A PART 1 K00 -2043 X00 -2083 OFIANEIEY 1 1 028091PTL02 MATERIAL MANP. /SOPPLISR/REYARRS 1(00 -271 X00 -272 X00 -273 X0%-2042 K00 -2002 1 1 1 I.129 1.563 FRAME HEAD {FL/1NCE) 3 SA 9 7 8 9 10 K00 -241 1010 -2081 1 1 K00 -2044 KC0 -2047 1(00 -2045 K00 -2046 VENT LATCH (04 105 11 12 13 RP-920 RP -919 RP-921 L-049 2/VENT 1/VENT 1/VENT � LRE 4/ UTE 4/ LITE 2/ VENT 1/1AT0H FRAME HEAD - RANCE FRAME HEAD - FIN 4083 -16 6063 -16 FRAME SILL - FLANGE FRAME SILL - 51N SILL. TRACK 8063 -T8 9083 -T8 6083 -T8 FRAME JAMB - VENT - FUNOE FRAME JAMB - YEW - FN FRAME JANE - F81(0 - FLANGE FRAME JAMB - FIXED - FN FIXED AM RAIL 8083 -TB 8083 -76 0083 -T6 8083 -T8 VENT TOP it 8017. RAIL. VENT INTERLOCK VENT AMR STILE 6093 -78 6003 -T8 8083 -T8 GLAZING WAD 1/6" MASS 21510 RVC 0LA2NN5 8EAC 3/16' GLASS 0142 -0 BEAD 1/4" MASS SNAP LATCH, 2-5/8' IMO LEAF SERNO ROD PVC MOO PVC NYLON A7 6' t 48' FROM 00170m 9T. 9TEE1. 14 13 10 17 18 E23151N0 223171540 0-4333 AS W. AS RE00. AS RE00. 8.691 FRAME SILL (FIN) 19 FN SEAL 224154ER511P FIN SEA. WEITNERSTIP MIS WFATHERSIR1PP2J0 ASSY SCREWS 51920 R5iL SCREW -SILL ULTRAFAB .167 X .130 OR EOUN. U1RAFAO .187 X .170 OR EON. OLD54 .190 X .300 16 x 1• PH $MS 18 x 3' PH 5543 20 21 22 23 24 28 4/PANEL 4/PANEL. 2/WINDOW ROLLER HOAXING At DUDE ROLLER AT EACFI INC OF VENT BRASS ROLLER SHAT BAFFLE ST. SIEEL NYLON AT 4' FROM EACH END BAFFLE SCREWS #2 x 1/2 5543 1.437 MEETTNC RAIL 8850 068 TYE. GLAZING BEAD 1/4* CLASS GLAZING BEAD 3/18' CLASS GLAZING BEAD 1/8" GLASS FIXED MTO. RAIL. SILL TRACK drawing no. W03 -50 sheet S of 10 MA M I�DA>3E MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami ,FL 33166 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305)375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 5060- -outswhilg (Narrow Stile) SF Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0829.04 EXPIRES: 11/05/2006 Raul Rodriguez Chief Product Control Division THIS IS '1'HI@; COVERSHFET, SEA ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/0 v APPROVED ❑ REVISE AND RESUBMIT ❑ APPROVED AS CORRECTED ❑ NOT APPROVED F D CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CON T OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION N IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPON- SIBLE FOR DIMENSION CONFIRMATION AND CORRELATION AT THE JOB SITE, FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVED IN THE PROJECT. hi BY . A 411.._ •1 DATE1.1 -04 ciscc J. Quintana, RA. etor i -Dade County ding Code Compliant u \\ s0450001 \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeoniine.com Homepage: http: / /www.bui Gopi Glass Sales & Services Corporation ACCEPTANCE No.: 01- 0829.04 APPROVED: Nov. 8, 2001 EXPIRES: Nov. 5, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA) issued on November 5, 1998. It renews the approval of an aluminum outswing storefront door, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the Iocat7ions where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 5000 Outswing (Narrow stile) Aluminum Storefront Doors - and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -23, titled "S -5000 Narrow Stile Entrance Door" Sheets 1 through 5 of 5, prepared by manufacturer, dated 03/12/98, with latest revision date of 8/20/01, signed and sealed (signature date Aug. 23, 2001) by Dr. Huinayoun Farooq, P. E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and the expiration date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The aluminum storefront doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Buifng Cod;( FBC) in order to properly evaluate the installation of this system. 2 Raul Rodriguez Chief Product control division Gopi Glass Sales & Services Corporation ACCEPTANCE No.: 01- 0829.04 APPROVED: Nov. 8, 2001 EXPIRES: Nov. 5, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Raul Rodriguez Chief Product control division Gopi Glass Sales & Services Corporation ACCEPTANCE No.: 01- 0829.04 APPROVED: Nov. 8, 2001 EXPIRES: Nov. 5, 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For Fie ONLY. Not part of NOA) A. DRAWINGS 1. See NOA 98- 0626.11 2. Drawing No W98 -23, titled "S -5000 Narrow Stile Entrance Door" Sheets 1 through 5 of 5, prepared by manufacturer, dated 03/12/98, with latest revision date of 8 /20/01, signed and sealed (signature date Aug. 23, 2001) by Dr. Humayoun Farooq, P. E. B. TESTS See NOA 98- 0626.11 C. CALCULATIONS See NOA 98- 0626.11 D. MATERIAL CERTIFICATIONS See NOA 98 -0626.11 E. STATEMENTS 1. Statement letter from Manufacturer that Product has not changed dated August 8, 2001 2. See NOA 98-0626.11 Raul Rodriguez Chief Product control division 1 NK 755/8' INAGI VE LEAF; CONCEALED FLUSH BOLTS AT .12" FROM TOP AND BOTTOM OF LEAF. MATERIAL DIE CAST ZAM#K BODY AND LEVER WITH 1/4' DIA. THREADED STEEL EXTENSION AND 9/18' DIA. NYLON TIP. ACTIVE LEAF; 3 POINT LOCK SYSTEM USING ADAMS RITE M18055. DEAD 80LT WITH #4015 THROW BOLT OPERATED BY DEAD LOCK AND ENGAGING FRAME HEAD AT TOP AND THRESHOLD AT BOTTOM. • 3/8" HEX STEEL TIP (r_ BOLT GUIDE STEEL ROD WAN THREADED ENOS THRESHOLD 80LT MCALLEYEKthi (x) OUT -SWING 1100818 rrE 3/18" TIMMY *GLASS NOMINAL AIMS. ASSIGN LOAD - PSF LEAF HEIGHT LEAF WIDTH EXT. 6/8 2/6 3/0 79.4 92.0 66.2 76.7 7/0 2/6 3/0 75.6 87.6 63.0 73.0 THIS SYSTEM 1S 1401 TO BE USED, WHERE WATER INFILTRATION REQUIREMENTS MUST BE MET. SERFS -6000 ENTRANCE DOOR NA$ROW STIL OLTZ' ING TYPE COMPARATryz ANALYSIS CHART BASED ON HETI -97 -1123 TEST SIZE = 75 -5/8° X 88' DESIGN LOADS - +63.0, -73.0 PSF TESTED GLASS - 3/18' TEMPERED NOMINAL WIDTH FRAME WIDTH LEAF WIDTH 2/6 33 -1/2' 31 -5/8' 4 X ) 3/0 39 -1/2' 35 -5/8' 4 X ) 5/0 • 63 -5/8' 31 -5/8' 4 XX ) 6/0 75-5/8' 35 -5/8' 4 XX ) NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT 6/8 82' 79-5/16' 7/0 86' 83 -5/16' 11QE51 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 8. WOOD BUCKS BY OTHIMS, MUST BE ANCHORED PROPERLY TO TRA15198 LOADS TO THE STRUCTURE 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE 8EYOND WALL DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT MTH ALUNWUM TO BE PLATED OR PAINTED. >:nlr. OR. MURMUR PAR000 R.A. STRUCTURES PE a 18857 AUG 2 3 2001 mower RENEWED Acorramwo, Of- 08' 2q.04 ±3:lRATf0NDA !/f. g SY //Mar FORM. O • +sir. 001*81ANGB 8� gvO 1 t drawing no. W98 -23 Ssheet 1 of 5 ) 75 s/8' FRAME WIDTH 38 -8/8' MAX. ADDL. ANCHOR REDD. AT HEAD /SILL XX DOORS @R.Y LEAF WIDTH 30 1/18` MAX. D.L. OPO. }12'MAX. ITr. TYPICAL EL WATION (XX) OUT —SWING 12' MAX. LOCKS; AcTPJE/INACTnv$ LEAP; 3 POINT' LOCK PANIC HARDWARE MODEL 1085 BY JACKSON EXIT DEVICE WITH PANIC BAR LOCATED AT 38' FROM FLOOR EACH DOOR LEAF. T'tP. 39 1/2' FRAME WIDTH 38 -3/8' MAX. LEAP WIDTH 30 1/18' MAX. D.L OPG. k r w c. TYP{OAL ELEVATION (X ) OUT —SWING Eryr: DR. HUWYOUN ANin00 SIRUMURES RA. PE 0 16557 PRODUCT RENEWED ;N N. Of- o g Eat. 04, DA r ' Nev. Zco& BURNING .ODEc0MPLLO.., -- 3 ° 0 I V E n a dmwing no. W98 -23 (sheet 2 of 5 ) TYPICAL ANCHORS SEE ELCV. FOR SPACING ?By OR 2'BY VIIOD DUCKS < NYLON SPACER STEEL PIVOT ALUM BODY • WOt,.. 'BUCKS NOT BY GOPI GLASS, MUST SUSTAIN LOADS IMPOSED BY GLAZING Mo HEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ;BASS BARING ALUM BODY 3/18' TEMP. GLASS 1 •• 8 X 1/1" SMS 2 PER TOP FRAME OFFSET PIVOT 1/4-20 MS ALUM BODY STAINLESS STEEL BEARING STAINLESS STEE ADJUSTABLE PIVOT • TYPICAL ANCHORS (STAGGERED) SEE ELEV. FOR SPACING DRILL SUBSTRATE TO ALLOW PIN EXTENSION • THRESHOLD OFFSET PIVOT rmt 5007 FRAME HEAD 6063 -13 3 5011 AS RECD. DOOR STOP 6063 -T5 20236 1/ LEAF TOP RAIL 6063 -T5 20234 AS REOD. GLASS STOP 6063 -T5 6 46812 AS REQA 0142290 VINYL SOFT PVC 7 AS RECD. 810.3 HEATHERSTRIPPINO SOFT PVC 8 20238 1/ LEAF ROTTEN RAIL 6063 -75 9 20305 THRESHOLD 6063 -75 10 500/ OPEN HACK JANE 6063 -T6 11 20237 AS REDD. FENGE DR PIVOT STILE 12 20240 1/ LEAF FIX STELE ONACTIVE PANEL) 6063 -75 13 20239 1/ LEAF LOCK STILE (ACTIVE PANEL) 6063 -T5 14 20271 I/ DAR ASTRAGAL FOR XX ONLY 15 10741 PUSH BAR 40'TIDNAI) 8063 -73 61!63 -T5 16 AGP -123 AS REDO. • HANDLE 6063-15 17 14234 2/ LEAF RESTRAINING PINS 02 -1/2' X 1/4') STEEL 18 30709 1/ LEAF TOP MANE OFFSET PIVOT 19 33709 1/ LEAF TOP DOOR OFFSET PIVOT 30 30710 1/ LEAF BUI Hum 1013090177120.1 PIVOT 21 30711 1/ LEAF THRESHOLD OFFSET PIVOT 22 5009 AS REND. ANCHOR PLATE. 3' LANG AT ANCHORS 6063 -75 23 24 1085 JACKSON PANIC DEVICE SEE SHEET F 2S 2/ LEAF FLUSH 80_T CNACTIVE LEAF ONLY) SEE SHEET 1 26 1/ LEAF THREE POINT LOCK (ACTIVE LEAF INLY) SEE SHEET 1 27 AGP-292 1/ DOOR THRES2C.D RISER 6063 -75 TYPICAL ANCHORS: lie 1716. TAPCONS• ANCHORS TO ENGAGE 1BY WOOD BUCKS AND MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 2BY WOOD BUCKS AND MASONRY 1 -3/4" MIN. TOTAL EMBED (WOOD + MASONRY) DIRECTLY TO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEE ELEV. FOR SPACING SEALANTS; FRAME AND PANEL CORNERS, INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS SEALED WITH CAULK. Engn DRS 9 f l FHA. PE 16557 AUG 2 3 2001 PRODUCT RENEWED ACCE77AiONa 0/ - 0824,04f EXFDtailasDATE Nov. 5', 2.004 99 PROGNICT.^.f1,17' OLDTVI LNG OWE CO:01vi(4G�SAIRIL`I TYPICAL ANCHORS SEE ELEV. FOR SPACING VO® BUCKS NUT BY GGPI GLASS MUST SUSTAIN IMPOSES LOADS 1/4' MAX. SHIM SPACE RESTRAINING PINS S 2$ -I/2' FROM TOP & BOTTUN 6 8 X 1/2' SMS 0 7 -1 /2' O.C. TIVE LEAF 4Si INACTIVE LEAF Q 1 mar TYPICAL ANCHORS D.L. OPG J 1/4• MA1C SHIN TYP EXTERIOR Env: 4R. HUMAYUS9 FA/1000 STRUCTURES AUG 2 3 2001 PRODUCT 6. N W1D ,r'N� Or -DSZ .oq tiNDATE, at at 5. taob 1 1 drawing no. W98 -23 (sheet 4 of b # 10 x 3/4' WS FRAME HEAD 5007 8063 -T5 FRAME .IAMB 5001 6063 -75 MAUL 6083 -TS 2.180 LOCK STILE 20272 6063 -T5 .125 1.375 .ate 6063-T5 �t t.aa e DOOR LEAF UPPER CORNER DOOR STOP 20913 8063 -T5 1�- -2.182 F XED STILE 20240 • 6063 -T5 .125 I4-- 2.181 --�I GLASS STOP 20234 8063 -75 HINGE/PMAT STII F 20237 6063 -75 --4 1.250 1-- THRESHOLD RISER AGP -292 6063 -75 DOOR LEAF LOWER CORNER FRAME LOWER CORNER BOTTOM RAIL 20236 6063 -75 .l Y!Ll11P 20305 5083 -T5 a + $ MIAMI DADE COUNTY, FLORIDA MEIR.O -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Kinco Ltd. 5245 Old Kings Road North Jacksonville ,FL 32254 Your application for Notice of Acceptance (NOA) of Series "Mark 2 -HP" Aluminum Sliding Glass Doors under Chapter 8 of the- Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0131.03 EXPIRES: 05/07/2006 /2"1416-0 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSAEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDmONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade Coun Florida under the conditions set forth above. _,.. yid el APPROVED: 05/17 APPROVED ❑ NOT APPROV Q REVISE AND RESUBMIT D APPROVED AS CORRECTED CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN CEPI' OF THE PROJECT AND COMPLIANCE WITH THE INFORMAT tVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RES SLE FOR DIMENSION CONFIRMATION AND CORRELATION AT mil JOB SITE, FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO TECHNIQUES OF CONSTRUC- TION, AND FOR COORDINATION OF THE WORK OF ALL TRADES INVOLVED IN THE PROJECT. • SY DATE 7 -1-0 4- co J. Quintana, R.A. r -Dade County g Code Compliance Officc e acceptance cover page dot r@buildingeodeanline,com Homepage: http : / /www.buildingcodeonline.com Kinco Ltd. ACCEPTANCE No.: 01 -0131.03 APPROVED MAY 1 7 2001 EXPIRES May 07.2006 . NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance, No. 97 -0606.04, which was issued on May 07, 1998. It approves an aluminum sliding glass door as described in section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Mark 211P Series; Aluminum Sliding Glass Door and its components shall be constructed in strict compliance with the following document Drawing No. KJAX0008, Sheets 1 thru 7 of 7, titled "Series Mark 2 -HP Sliding Glass Door", prepared by manufacturer, dated 02/20 /97 with revision C dated 4/16/98, signed and sealed by Ronald Russell Rainey, P.E., bearing the Miami - Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product. Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Door Size, see Comparative Analysis Tables in approved drawings 3.2 Head receptor is not allowed to be used in this installation. 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be constructed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIRES/LENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies oldie approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Man -1 ' erez, P.E. Product Co Prod ► ` Control Division Kinco Ltd. ACCEPTANCE No.: 01- 0131.03 APPROVED : MAY 17 2001 EXPIRES : May 07.2006 NOTICE OF ACCEPTANCE: STANDARD.CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b. The product is no longer the same product (identical) as the one originally approved; c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP2ANJ Manuel erez, P. E., Product Contr xaminer Produ , A of Division 3 c -04aG, .ac.( MAX FRM. HGT. 8' -O' C &G, MAX FRM. HGT. 8'_O" A &N MAX. FRAME WTH. 16' -0° i i� pNET e qN I� E I' EL1 E ► ,I ��EL E 8 51055. 48 5I8Sx295, 49 iliekz95' 48 578SxZ95' T D I E I X Iii I X In ❑ r MET EC OT la RORR A YFizp3/b ON FODOR Dp Yikii RP D p "169 — I i 1 1- 3 #10 x 1' SCREW TYP. ANCHOR IN TEST UNIT D &K t MAX, SPACING 1 24' O.C. 6' MAX. B &F__1 VIEWED FROM EXTERIOR SEE CHART '02' ON SHT.6 FOR DESIGN PRESSURE CAPACITIES & NO. OF ANCHORS REQ'D. ON SMALLER UNITS. DESIGN PRESSURE RATING V/2-1/2' SILL RISER= +45.0 PSF/ -45.0 PSF V /2' SILL RISER= +363 PSF/ -45.0 PSF MAX. 8FRAME . ' —Oa WTH BANSL SXz95• i N &J P q ��H{Xp N1 45 3/16'x 9383/16' �PANEL iIR i KTERDIR VIEWED FROM EXTERIOR SEE CHART '01' ON SHT. 6 FOR DESIGN PRESSURE CAPACITIES & NO. OF ANCHORS REQUIRED ON SMALLER UNITS. DESIGN PRESSURE RATING V/2 -1/2' SILL RISER" *50.0 PSF/-50.0 PSF A &N 48 3/O'x 95' // I M &L ❑ pp 49 Y3 /6Tic 93E3/N6' B &F #10 x1'SMS TYP. ANCHOR IN TEST UNIT } [04-- 6' MAX. _ MAX. SPACING 24' O,C. (TYP,@ HD &SILL) NOTES. U 3 ANCHORS AT EACH LOCATION SHOWN ON ELEVATIONS. 2) SEE SHTS. 2,3,4 & 6 FUR INSTALLATION ANCHOR TYPE, SIZE, QUANITITY, SPACING & EMBEDMENT FOR VARIOUS SUBSTRATES, SIZES & CONFIGURATIONS, 3) 3/16' TEMPERED GLASS (TYP. ALL CASES) MAX. SPACING 24' 0.G, 1 HAYS EiANINEO TNNGDRAWING Mgt/4 TOTHE BEST bra. MY KNOWLEDGE TTCONPPN9 7'O lOG4 BUN.OMO CO NEOUIREMENTS AMPAPPUCABLE TEST WORTS. K I N C O 6' MAX. RONALD R RAINEY. P.E. FL RkI�t,50.1305) 3 C ADDED 6' MAX. DIPLY9RON 4 -16 -90 Tom, END ANCHORS TO CORNER 'nix 16 KJAX0008 PRODUCT RENEWED APPROVED AS COMPLYRIG WITR THE SOUTH aORIDA BUIURNG CODE ACCEITANCEN., O1- 0131.0.7 DA Ventars . 5.-7- o . eY PROOU TROT 010150N BWLDINS CODE COMPUANCE OTFI ACCEPTANCE ND. - • D REVISED DRAWING TO SHOW ELEVATIONS ONLY �.-•' ADDITIONAL TITLE BLOCK INFO. A ft REVISED ANCHOR SPACING RCY. DESCRIPTWK• LTD. • 5243 OI.D.KM0g ROAD .1ACNBO FLORIDA 322,34 SERIES MK -2 -HP SLIDING GLASS DOOR 3/28/9Ei ELEVATIONS LN5' ° RONALD R. RAINEY, P.E. °AN' JS °Am 2/20/97 9 -10-97 D1tCPIN¢/ cI V IL DATE t0. NOi 13897 SCAL& N.T.S. REY. 1111w C DAD KJAK0008 "UT' 1 OF 7 X1 `7 ' -cCc14 , 0 4 FRAME HEADER FRAME CORNER ASEMBLY SCREWS NOT REQURIED SEAL CORNER W/ SCHNEE MOREHEAD 5504 SEALANT OR EQUAL PANEL TOP RAIL #10 X 5/8 PPH, SMS PANEL FRAME STILE JAMB FLEXIBLE PVC GLAZING VINYL TYPICAL FRAME TOP CORNER ASS'Y. DETAIL FRAME SILL FRAME JAMB 1 1/2' WEEP NOTCH TYP. EA. END 3/16' THK. TEMPERED GLASS TYPICAL PANEL TOP CORNER ASS'Y, DETAIL 3/16' THK. TEMPERED GLASS FLEXIBLE PVC GLAZING VINYL FRAME CORNER ASEMBLY terSCREWS NOT REQURIED SEAL CORNER W/ SCHNEE PANEL MQREHEAD 5504 SEALANT . BOTTOM OR EQUAL RAIL TYPICAL FRAME BOTTOM CORNER ASS'Y. DETAIL 1 HAVE EEKMINED THIS DRAWING AND TO WE BE57G1< MY KNOWLEDGE IT CONTOVMS TO LOCAL BUILDING COME REDUIREMENTB AND APPLICABLE TEST REPORT& RUNS, nn 011.1yrV P.E. FL REG. NO. 13807 j CIVIL l... ,/ PANEL STILE ROLLER WHEEL 1/4 -20 X 3/8 PTH, MS ROLLER ASSEMBLY TYPICAL PANEL BOTTOM CORNER ASS'Y. DETAIL ritL KJAX0008 NOTE: PANEL CORNERS DO NOT REQUIRE SEALANT. PRODUCT RENEWED ANCE -Ot3t.01 AOCEPT WflmATIONDATE S' ?- oa APPROYED PS COMPLYING WITH THE SOWN FLORIDA BUILDING CODE DAT BY PROM T MIX DIVISION BUILDING CODE COMPL ICE OFflCE ACCEPTANCE 110. 6067.O'4 KINCO, LTD 5245 OLD MHOS ROAD JACKSONVILLE. FLORIDA 32254 TIM° SERIES MK -2 -HP SLIDING GLASS DOOR CORNER DETAILS A ADDED THIS DVG. & INFDRNATIEW CONTAINED 3 -5-98 ENOINEEW RONALD R. RAINEY. P.E. DRN` JS DATE' 2/20/97 °1DCIVIL s"w N.T.S. DWO. N0: KJAX0003 REV. DESCRIPTION DATE rt REo. ND: 13897 REV. LETt0A; A snters c - - O4o4.oc f 2 X WOOD BUCK SHIM SECTION A SECTION B (2" SILL) $14. SECTION F (2 1/2" MU) 1 X WOOD BUCK SHIM SECTION N 1 NAVE ETA.A.aLD THIS DRAWING AND TA THE BEST OR 47Y •NOWLE06E IT CONFORH5 TO LOCAL BUILDING COME REQUIREMENTS AND APPIXABLE TEST REPORT$/ RONALD R. RAINEY. P.E. FL. RE ENO` 13837 N]TESI 1) SECTIONS SHOWN ON THIS SHEET SHOW REQUIRED ANCHORAGE IN WOOD FRAME 1, MASONRY OR CONCRETE OPENINGS. 2) PROVIDE 3 ANCHORS AT EACH LOCATION AS SHOWN. 3) IN WDDD FRAME OPENINGS USE N10 WORD SCREWS OF ADEQUATE LENGTH TO PROVIDE MIN. EMBEDMENT OF 1 3/8' INTO SUBSTRATE (TYP) MAX SPACING 24' D.C. 4) IN MASONRY DR CONCRETE OPENINGS USE 3/16' DIA TAPCON OR EQL. OF SUFFICIENT LTH. TO PROVIDE MIN. EMBEDMENT OF 1 -1/4' INTO SUBSTRATE (TYP,) MAX. SPACING 24. O.C. 5) SECTIONS ON THIS SHT. APPLY TO CHARTS '01' & '02' ON SHT. 6 6) MAXIMUM SHIM STACK 1/4' AS SHOWN. 7) SEE SHEET 6 FOR DESIGN LOAD CAPACITIES AND ANCHOR QUANTITIES AND SPECIFIC SIZES. 8) GLASS IS WRAP GLAZED USING A FLEXIBLE VINYL GASKET. WITH 1/2' GLAZING PENETRATION 9) FIELD APPLY SCHNEE- MOREHEAD 5504 SEAM SEALER OR EQL. TO FRAME CORNERS E SIL, 10) FIELD APPLY AS EXTERIOR PERIMETER BEAD OF LATEX CAULK. 11) FRAME & SASH MAT'L/ ALUMINUM ALLOY 6063-T6 REVISED DRAWING TO SHOW B CROSS SECTIONS LY 7/28/96 ADDITIONAL TITLE BLOCK INFO. A REVISED ITEM NUMBERS ON 9 -10 -97 REVISED ANCHOR SPACING REV. DESCRIPTION DATE PRODUCT RENEWED ACCEPTANCexg 0I -0131, D.3 ATD)NDAT6 S -7-" ODN'IROL 80DBOOIOEIANOE rut ° KJAX0008 APPROVED AS CONPUTWI WiTH TIIE SOU31 FLORIDA RWUIINC COLE MT BY PR DIVIS1ON BO2RNO CODE C011PU000E OFFICE ACCEPTANCE N0. q7-(26.66•.0 KINCO, LTD . JACKSOMRLLE OOFLORID 32284 TITLE' SERIES HK-2-HP SLIDING GLASS DOOR VERTICAL SECTIONS ENSUI[CNi RONALD R. RAINEY. P.E DRIB JS DA"' 2/20/97 B1WPWN`' CI V IL P` RED. "D' 13897 ECALEI N.T.S. REV. LETICIN B DWG. KJAX0008 BHCET.3 OF 7 PRC)ANFP RT. PRBIYITT 4 41/R 114TtIW ry►.t«tro.«N •.- ..t ...em ..•1w . «w . •... -.n« n ...+.n n........+ ». •... •••• ... - cG06,O9 SHIM 2 X \WOOD BUCK 2 X SHIM HIM BUCK SECTION J .s— t vw3�T SECTION I X❑ CONFIGURATION siefteine. SECTION L Va. yr ERIIERMENT • SHIM •,w, I X WOOD BUCK SHIM SECTION -1 SECTION I XO CONFIGURATION iH:.i MAI,NF. ARO TO BEST OF MT AN2Wtrt'r:+ rt CONFORMS TO LOCAL SIRLOINS COOK REQUIREMENTS AND APPLICABLE TEST REPORTS. RONALD R. RAINEY. P.E. PL. REQ. N0.13139T CIYIL SECTION ■4 1 X WOOD BUCK ]Ftt.E MD KJAX0008 NOTES. 2) SECTIONS SHOWN ON THIS SHEET SHOW REQUIRED ANCHORAGE IN WOOD FRAME & MASONRY OR CONCRETE OPENINGS. 2) PROVIDE 3 ANCHORS AT EACH LOCATION AS SHOWN. 3) IN WOOD FRAME OPENINGS USE #10 WOOD SCREWS OF ADEQUATE LENGTH TO PROVIDE MIN. EMBEDMENT OF 1 3/8' INTO SUBSTRATE (TYP.) MAX. SPACING 24' 0.0. 4) IN MASONRY OR CONCRETE OPENINGS USE 3/16' DIA. TAPCON OR EQL. OF SUFFICIENT LTH. TO PROVIDE MIN. EMBEDMENT OF 1 -1/4' INTO SUBSTRATE CTYP.) MAX. SPACING 24' O.C. 5) DETAILS ON THIS SHT. APPLY TO CHART '01' ON SHT.6 6) MAXIMUM SHIM STACK 1/4' AS SHOWN. 7) SEE SHEET 6 FOR DESIGN LOAD CAPACITIES AND ANCHOR QUANTITIES AND SPECIFIC SIZES. 8) GLASS IS WRAP GLAZED USING A FLEXIBLE VINYL GASKET. tie GLAZING PENETRATION 9) FIELD APPLY SCHNEE- MOREHEAD 5504 SEAM SEALER OR EQL. TO FRAME CORNERS 2 SILL. 10) FIELD APPLY AS EXTERIOR PERIMETER BEAD OF LATEX CAULK. 11) FRAME & PANEL MAT'L. ALUMINUM ALLOY 6063 -T6 12) FIXED PANEL FASTENED TO JAMB WITH ONE 1' x 1 3/8' ANCHOR CLIP , 7 7/8' FROM BOTTOM AND 9 1/2' FROM TOP, FASTENED WITH ONE #8x1/2' P.H.S.MS. INTO FRAME JAMB AND ONE INTO STILE. PRODUCT RENEWED ACCEPTANCE No, DI413i.o3 DA'T'E S -7 -06 '.••(r. p ,; •- MAC, GVL •� t1.. 11�� AMMO AS COMMYD40 21TH DIE SOUTH TUMIDA BUILDING CODE DATE M R '7 BY PA •.r 4 'OL 01YISION MUM CODE COMPLIANCE OFFICE ACCEPTANCE NG.C17 _66,6 m y 1 K 1 N C 0, LTD . Mamma 32254 REVISED DRAWING TO SHOW 3 CROSS SECTIONS ONLY 1/22/92 TITLE, SERIES MK -2 -HP SLIDING GLASS DOOR HORIZONTAL SECTIONS ADDITIONAL TITLE BLOCK INFO. A REVISED ANCHOR SPACING REY. DESCRIPTIGN E1414ECR, RONALD R. RAINEY, P.E. "14 JS 9 -10-97 Drse1Pw1E4CIVIL 120M. N.T.S. DATE tl. AEG NO, 13$97 MEV. LETTER, B "11' 2/20/97 OAR KJAX000? 4 OF 7 PREP STD Sri PRDDUCT E WPt IFATMN riethee .e. t*r .0 v nxe4.sr<, am . Ave tan,. n +'• MOS.......ewe. -' - ... .-. -.- —•. q1,34.0‘..0 c+ SHIM 2 X WOOD BUCK SECTION C, SECTION E SECTION H OXXX CONFIGURATION SECTION P 1 ME. BIE LR9TDIKNT KJAX0008 NOTES, 1) SECTIONS SHOWN ON THIS. SHEET 5110V REQUIRED ANCHORAGE IN WOOD FRAME & MASONRY OR CONCRETE OPENINGS. 2> PROVIDE 3 ANCHORS AT EACH LOCATION AS SHOWN. 3) IN VOOD FRAME OPENINGS USE *10 WOOD SCREWS OF ADEQUATE LENGTH TO PROVIDE MIN. EMBEDMENT OF 1 3/8' INTO SUBSTRATE (TYPJ MAX SPACING 24' O.C. 4) IN MASONRY OR CONCRETE OPENINGS USE 3/16' DIA. TAPCON OR EQL. OF SUFFICIENT LTH. TO PROVIDE MIN. EMBEDMENT OF -V4' INTO SUBSTRATE (TYPJ MAX. SPACING 24' O.C. 5) DETAAIILTS 6 MAXIMUM ON THIS SHT. APPLY TO CHART '02' O 6> RAXIMUM SHIM STACK 1/4' AS SHOWN. 7) SEE SHEET 6 FOR DESIGN LOAD CAPACITIES AND ANCHOR QUANTITIES AND SPECIFIC SIZES. 8) GLASS IS WRAP GLAZED USING A FLEXIBLE VINYL GASKET. 1/2' GLAZING PENETRATION 5 CTION 0 9) FIELD APPLY SCHNEE- MOREHEAD 5504 SEAN SEALER OR EQL. TO FRAME CORNERS 2 SILL 10) FIELD APPLY AS EXTERIOR PERIMETER BEAD OF LATEX CAULK. FRAME & SASH MAT'L ALUMINUM ALLOY 6063 -T6 VINYL GASKET. 1/2' GLAZING PENETRATION 12) FIXED PNL. ATTACHED TO FRAME JAMB V/ ONE 1' X 1 3/8' ANCHOR CLIP, 7 7/8' FROM BOTTOM S. 9 1/2' FROM TOP, FASTENED V/ ONE 48 X 1/2' PPH, SMS INTO FRAME 6 ONE INTO STILE. wa 11) ODUCT RENEWED al-013Ln SHIM 1 X WOOD BUCK r 'omit.-, DATS 5 -7 -06 APPROVED AS COMPLYING 8110 I11E SODDI FLORIDA BUILDING CODE SKIM 1 X WOOD DUCK SECTION K SECTION G SECTION E SECTION 14 ❑XXX CONFIGURATION .>+Ai• N • NR ••••4 neA\4• AN'! INE BEST OR Nt N1 /E *•.:• i'OVFORMB TO LOCAL BUILDING CODE REQUIREMENTS AN0 APPLICABLE TEST REPORTS& RONALD 11. RAINEY. P.E. FL RED. NO. t 9891 c1YN. SECTION P CONTROL CODSCOMPLIANCR mom OIYISAN autumn CODE COMPLIANCE OffICE ACCEPINCENO._7- •_ B REVISED DRAWING TO SH04 CRASS SECTIONS ONLY 1/28/58 A REV. ADDITIONAL TITLE BLOCK UFO. REVISED ITEM NUMBERS REv1SED ANCHOR SPACING 9 -10 -97 DESCRIPTION DATE KINCO, LTD 5245 OLD KINOS ROAD . JACKSONVILLE. FLORIDA 22254 TInE' SERIES HK -2 -HP SLIDING GLASS DOOR HORIZONTAL SECTIONS ENEWEEM RONALD R. RAINEY, P.E. °a"" JS D'PL"rc' CIVIL iCALB N.T.S 11. l 0 AOt 13897 REELED/Lk "Tr' 2/20/97 DWG. NOt KJAX0008 B '"Flit 5 OF 7 411-0404 .0,4 ITEM PART NUMBER PART NAME VENDOR NAME DESCRIPTION O 1-.4— 4.510 O l�J ..._4..,.=4.f 1 AF -12111 FRAME HEAD ALUMAX / BONNELL MK. 2 FRAME HEAD 2 AF -12019 2' FRAME SILL ALUMAX / BONNELL MK. 2 FRAME SILL 2' B 1 200' AF -12112 FRAME SILL ALUMAX / BONNELL MK. FRAME SILL 2 1/2' 3 2 1/2' ALUMAX / BONNELL MK 2 FRAME JAMB i 1.375 4 5 AF -11962 AF -12119 FRAME JAMB PANEL TOP RAIL ALUMAX / DONNELL MK. 2 PANEL TOP RAIL 1 . - I 4.996 12' FRAME SILL TYP. WALL, THK. 1s - 4.9% --..-1 --..-1 2-1/2' FRAME SILL TYP. WALL THK. .062 6 AF -12079 PANEL BOTTOM RAIL ALUMAX / BONNELL MK, 2 PANEL BOTTOM RAIL --/— FRAME HEAD 1 TYP. WALL THK. .062 7 AF -11865 PANEL LOCK STILE ALUMAX / DONNELL MK. 2 PANEL LOCK STILE 8 AF -11865 PANEL PLAIN STILE ALUMAX / BONNELL MK, 2 PANEL PLAIN STILE 9 AF -12016 PANEL SINGLE INTERLOCK ALUMAX / BONNELL MK. 2 PANEL SINGLE INTERLICK ® II j H+— 4.344 .062 O © L—,875 AF-12018 SCREEN INTERLOCK EN INTERLOCK 2 11 119 3 BUTTLSTILE ALUMAX / BUNNELL MK. BUTT STILE 1,500 AF -12080 FIXED PANEL CLIP ALUMAX / BUNNELL MK.2 Na - FPC -1 2.500 12 13 SCREEN TOP RAIL FL.SCR./J. WALTERS SCREEN TOP RAIL 1.250 14 SCREEN BOTTOM RAIL FLSCR /J. WALTERS SCREEN BOTTOM RAIL 1.000 15 SCREEN SIDE RAIL FLSCR. /J, WALTERS SCREEN SIDE RAIL FRAME JAMB TYP. WALL THK. .062 PANEL TOP RAIL TYP, WALL THK. .062 16 SCREEN ASTRAGAL FL.SCR. /J. WALTERS SCREEN ASTRAGAL PANEL BOTTOM RAIL TYP, WALL THK, .078 17 SCREEN INTERLOCK FL.SCR✓J.WALTERS SCREEN INTERLOCK 18 DPTG PANEL TOP GUIDE PROGRESS PLASTICS PANEL TOP GUIDE 19 STEEL REINFORCEMENT O'NEAL STEEL 3/8' x 1 -1/4' x 91 HRS 20 9- 7623 -040 WHEEL ASSEMBLY REFLECTOLITE WHEEL ASSEMBLY 7 8 1.750 O ® 1.750 I ' 10 1,750 1 21 R -1006.0 WHEEL ASSEMBLY DELTA INDUSTRIAL WHEEL ASSEMBLY -�—r -� 22 23 TOP GUIDE SCREW PANEL TOP RAIL ASS'Y MERCHANTS MERCHANTS 8Bx1/2 PP. HD. S.M.S. IOAx5 /8 PP. HD. S.M.S. t'� �'{ 1.783 1.000 I '� 2.040 24 PANEL BOTTOM RAIL ASS'Y MERCHANTS SUPPLY 1/4 -20 x 3/8 P.T. HD. M.S. 25 FIXED PANEL CLIP SCREW MERCHANTS SUPPLY 8 Bx 1/2 P.P. HD. S.M.S. I- PANEL LOCK &PLAIN STILE.TYP WALL THK..062THK. PANEL SINGLE INTERLOCK TYP, WALL .06P 26 PANEL LATCH K]NCO STD.HDW. DELTA INDUSTRIAL PANEL SCREEN INTERLOCK TYP, WALL THK, .06P P3002590X PANEL LATCH ALLEN STEVENS 28 71§-`1757 AF -12144 0X0 SCREEN ADAPTOR ALUMAX /BONNELL OX0 SCREEN ADAPTOR GLAZING VINYL VITRON /PROTOTYPE 3/16 GLAZING VINYL -79 NAVY/CONCRETE FRAME-INSTALLATION SCRE MERCHANTS SUPPLY 3/16 DM. TAPCON 11 2468 PRODUCT RENEWED ACtEp iv� 1ANt� DI- 0131.D3 30 WOOD FRAME INSTALLATION SCREW MERCHANTS SUPPLY 10 A x 1' P.P. HD. S.M.S. A.R. 5504 SEAM SEALER SCHNLE MURLHEA7i SILL JAMB CONNECTION -RAIL ' N.S. 5955 PANEL TOP RAIL W/S ULTRA }AB / SCHLEGEL PANEL T❑P W/S 1.485 `` , N.S. 5938 PANEL BOTTOM RAIL W/S ULTRAFAB /SCHLEGEL PANEL BOTTOM RAIL W/S N.S. W61175NG JAMB & STILES W/S ULTRAFAB /SCHLEGEL. 270 -170 FIN SEAL DATE Si-7 -06 N.S. NOT SHOWN A.R. AS REQUIRED TYP. WALL ETHK. .062 CONTROL ' ° APPROVED AS COMPLYING MTH THE SOUTH ELOAIDA BUILDING CODE �7 OAT 22 NOTE' ALL FRAME & PANEL MAT'L, - ALUMINUM ALLOY 6063 T -6 I BY )21/11o..K PROM RO. DIVISION BUIWMtM C000 C80PU0008 OFFICt ACCEPTANCE NO. Q7-664•61 K 11\100 LTD. %wan u ..1. •- • •— • ONFOR S TO LOCAL N BUILp NSCO taT' N•.:v• E-• .T A NFORRS t0 LETE BUILDING CODE REQUIREMENTS AND APPUCAAT,E TEST WORTS. ,� '"� RONALD R. RAINEY. F.E FL. REG. CIVIL'DR97 � /14 REVISED BA,M, TO SHOW EXTRUSION VIEWS :/28/98 TTTCE' SERIES MK -2 HP SLIDING GLASS DOOR BILL OF MATERIALS p ADDITIONAL TITLE BLOCK INFO. T g V[SED ]T M NUMBERS REVISED ANCHOR SPACING 9 -10 -97 ENDU4ERi RONALD R. RAINEY, P.E. DRs' JS °ATC' 2/20/97 D CPUNLOCIVIL SCAW N.T.S. P"' Nm KJAX0008 REV. DESCRIPTION DATE FL RED. ND:13897 RLV. LETTEIDB 9NCCD 6 OF 7 PRCPARED RY. PRODYCT t 2PPUCAT1o1( CM8MCRQW. MC. 113 W. =mum tom WIC NAR{. FUNNDA 32741. Pt104 4417 8O8-* 53 FAx .p7 983-0361 CCMPARATIVE ANALYSIS AND ANCHOR CHART '02' SERIES. MARK 2 SLIDING GLASS DOOR SIZE TESTED. 192 1/2' x 96', BASED ON FTL91593. 3/16' TEMPERED GLASS P. POS. 45.0 PSF. NEG. 45.0 PSF. VIP. 3.4 PSF V /2' SILL, 8.8 PSF V/2 1/2' SILL. PANEL SIZE INCHES DESIGN PRESSURE CAPACITY IN PSF NO OF ANCHORS IN FRAME HEAD AND SILL ,IAMB VIDTH / HEIGHT EXTR. (11/2 ' SILL) EXTR. CV /2 1/2' SILL) INTERIOR OX / XD OXX / XXD OXXO ALL 30 x 80 36 58 79 9 15 18 12 36 x 80 36 58 69 12 15 21 12 48 x 80 36 58 57 15 21 27 12 30 x 96 36 58 64 9 15 18 15 36 x 96 36 55 55 12 15 21 15 48 x 96 36 45 45 15 21 27 15 1)TABLE APPLIES TO UNITS EMPLOYING BOTH 2' E. 2 1/2' SILL HOTS 2) POSITIVE DESIGN LOADS ARE LIMITED TO B) PRESSURE I/2' SILL RISER,, 55OPSF.DUE TO 825SF VATER TEST PESSURE CAPACITY. 3) CALCULATIONS BASED ON NOMINAL PANEL VTH. 6 HOT. 4> NUMBER OF ANCHORS CALCULATED NOT TO EXCEED 24. D.C. 5) SEE TEST REPORT FOR REQUIRED REINFORCING. COMPARATIVE ANALYSIS AND ANCHOR CHART '01' SERIES. MARK 2 SLIDING GLASS DOOR SIZE TESTED. 96 11/16' x 96', BASED ON FTL8IS95. 3/16' TEMPERED GLASS DIN PDS. 58.0 PSF. NEG. 50.0 PSF• VTP. 8.8 PSF V/2 1/2' SILL PANEL SIZE INCHES DESIGN PSF Na, OF ANCHORS SCREWS IN FRAME WIDTH / HEIGHT EXTERNAL INTERNAL• HEAD & SILL JAMB 30 x 80 58 89 9 12 36 x 80 58 77 12 12 48 x 80 58 64. 15 12 30 x 96 58 71 9 15 36 x 96 58 61 12 15 48 x 96 50 50 15 15 4-� -xoc .a Lt GENERAL NOTES: 1. Positive Design Pressure limited by water infiltration test at 8.8 psf. for 2-1/2' sill riser. 2. Positive Design Pressure limited to 36.0 psf. when 2' sill riser is used. 3. Number of anchors calculated not to exceed 24" on centers. 4. Calculations are based on nominal panel width and actual panel height. k••••" .'••P q•aP9 TK.9 DRAVPNO AND TO THE SWOP „r • NOWLEIW.E IT r0N90RNS To LOCAL BD1LD1NO CODE REOUIREMENTS AND APPLICABLE TEST REPORTER RONALD R. RAINEY. P.E. FL REG. NO. 13997 CIVIL PRODUCT RENEWED Aac01'rANOENIR, 01- 613"X DATE .S -7 ■ 0 t MIMED AS =KM WITH TNC SOUOI FLORIDA 8801190 CODE DA BY NIRO. 07YISONI BUILDING CODE 00071. OFFICE ACCEPTANCE ND.Xy.- 5245 01.D lams ROAD K I G d , LTD • JACKSONVILLE. FLORIDA 32254 1) POSITIVE DESIGN LOADS ARE LD4ITED TO 58.OPSF, DUE TO 8.8PSF WATER TEST PRESSURE CAPACITY. 2) CALCULATIONS BASED ON NOMINAL PANEL VTH & HOT. 3) NUMBER OF ANCHORS CALCULATED NOT TO EXCEED 24'0.0 4) TABLE APPLIES TO UNITS EMPLOYING 2 1/2' SILL HOT. ONLY 5) SEE TEST REPORT FOR REQUIRED REINFORCING. 8 ADDED THIS DWG. 4. INFORMATION CONTAINED 1/29/98 TITLE' SERIES MK. 2 SLIDING GLASS DOOR COMPARATIVE ANALYSIS AND ANCHOR CHART A ADDITIONAL TITLE BLOCK INFO. ADDED ANC1400 k SPACING INFO. 10/24/97 ENGINEER: RONALD R. RAINEY, P.E. DISCIPLINE: CIVIL DI" JS DATE42/20/97 SCALE, N.T.S. NO: KJAX0008 REV. ' DESCRIPTION DATE FL RED. NO: 13897 REV. LETTER: SHEET. 7 OF 7 PREPARED Sri PRODUCT A APPUCATgx 9N01N0Exw9, RM., 11e w, GREOOREE 19.49. LAKE N457. 110*04 32744, P40NE 407 /R5 -9365 r*x 407 603 -01e6 U 710 it BRUCE E. CUMMINGS, P.A. LANDSCAPE ARCHITECT 24 June 2004 Mr. Al Berg Miami Shores Planning & Zoning RE: Village Del Mar Condominium Project Landscape Material Selection Dear Mr. Berg: Mr Scheinblum requested I clarify for you the use of Silver Buttonwood trees along Biscayne Boulevard. Buttonwoods were used because there are overhead powerlines and so we needed to use an FPL approved underwire tree type that would not affect the lines. We could not use large canopy trees which we would have normally used for this reason. I want to point out though that we have more than double the required Dade County code minimum amount of trees. Hopefully this clarifies our reasoning for the street trees we used. Please contact me with any further landscape questions. R¢>�pectf ully, Bruce E. Cummings Landscape Architect 235 COMMERCIAL BOULEVARD, SUITE 207, LAUDERDALE-BY-THE -SEA, FLORIDA 33308 PHONE (954) 771 -8184 • FAX (954) 771 -2780 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL. FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the Instructions on pages 1.7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A • PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME VILLAGE DEL MAR DEVELOPMENT, LLC. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 1200 NE. 105 ST. CITY STATE ZIP CODE MIAMI SHORES FL 33138 For Insurance Company Use: Policy Number THO PROPERTY DESCRIPTION (Lot and Blodc Numbers, Tax Parcel Number, Legal Description, etc.) TRACT B, OF " ANCO SUBDMSION " P13.53, P. 54 MIAMI-DADE Company NAIC Number BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( ##° -ti #' - ##.1Ar or wow) HORIZONTAL DATUM: Q NAD 1927 ❑ NAD 1983 SOURCE ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFI COMMUNITY NAME & COMMUNITY NUMBER MIAMI SHORES 120652 B2 COUNTY NAME MIAMI-DADE B3. STATE FL B4. MAP AND PANEL NUMBER 1202500093 B5. SUFFIX J 86. FIRM INDEX DATE 7.17.95 137. FIRM PANEL EFFEC IVEIREVISED DATE 32.94 :. FLOOD ZONE(S) AE 89. BASE FLOOD ELEVATIONS) (ZoroAO, use depth of boding) 8.00' a w. uracame resource armne ruse rrood rievauon (tire) data orvaseflood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. I n d i c a t e t h e e l e v a t i o n datum used f o r the BFE in 89: I Z 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the bulking located in a Coastal Ranier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* 0 Building Under Construction* ❑ Finished Construction *A new Elevation Certificate A be required when construction tion of the building incomplete. C2. Building Diagram Number 1(Select the building diagram most similar to the budding for which this certificate is bang completed - see pages 6 and 7. If no diagram aaxuratay represents the bulling, provide a sketch or photograph.) C3. Elevations —Zones Al -A30, AE, AH, A (witty BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.- a- i-below according to the building cagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NA Conversion/Comments NA Elevation reference mark used NA Does the elevation reference mirk used appear on the FIRM? ❑ Yes ►_ No o a) Top of bottom floor (inducing basement or endosure) 9. Oft(m) o b) Top of need higher floor N . Aft(m) o c) Bottom of fewest horizontal structural member (V zones only) N . A ft(m) h o d) Attached garage (top of slab) M Aft.(m) o e) Lowest elevation cf machinery and/or equipment . servicing the bulling (Describe in a Comments area) N. A ft(m) o f) Lowest ad)aoent (finished) grade (LAG) N. A ft(m) z' o g) Highest aciacent (dished) grade (HAG) N. Aft(m) 1 y o h) No. of permanent openings (flood vents) within 1 L above adjacent grade a 1 1 o i) Totel area ef all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) ` I LS 4- 54-43 �y 8-3 SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME PEDRO LUIS MARTINEZ LICENSE NUMBER LS # 5443 TITLE PROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME ADDRESS 5600 W. 9 LANE SIGNATURE CITY HIALEAH DATE 0841-04 STATE ZIP CODE FL 33012 TELEPHONE (305)362 -1127 FEMA Form 81 -31, Jan COP See reverse side for continuation. (sec( c3i-J- Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A BUILDING STREET ADDRESS (I►gApt, Unit, Suits, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. For InswanoaCompany Use Poky Number STATE ZIP CODE Cdflparhy NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) bulling owner. COMMENTS ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA orLOMR -F, Section C must be completed. El. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the baling, provide asketch or photograph.) E2. The top of the bottom floor (including basement or endosure) of the building is t(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grad, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ tt.(m) _in.(an) above the highest adjacent grade. Conpl (: items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft(m) _in.(an) ❑ above or ❑ below (check one) the highest acllaoent grade. (Use natural grad, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated In accordance with the community's iloodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section-G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA- issued oroomunity- issued BFE) or ZoneAO must sign here. Thestatemeetsin SedionsA, B, C, and E are co►edto the best of my knowledge PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The Iccal offidal who is authorized by law or ordinance to administer the community's floodplain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community ofdal completed Sector E fora building Iaca6ed in Zone A (without a FEMA- issued or community - issued BFE) or Zone A0. G3. ❑ The following 'donation (Items G4-G9) is provided for community fioodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF CCMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of wilt lowest floor (induding basement) of the b uiidng is: G9. BFE or Zone AO) depth of flooring at the b uildng site is: _ft.(m) - _ft(m) Datum: Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE ❑ Check here iF attachments FEMA Form 81-31, January 2003 Replaces all previous editions ARBAB ENGINEERING, INC. CONSULTING ENGINEERS • 11900 BISCAYNE BOULEVARD, SUITE 508, N. MIAMI, FLORIDA 33181 • (305) 891- 5049 + FAX: 891-0504 June 25, 2004 Chief Building Inspector Village of Miami Shores 10050 N.E. 2nd Ave. Miami Shores, FL 33138 NOTICE TO BUILDING AND ZONING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER FLORIDA BUILDING CODE Dear Sir: We have been retained by Owner to perform inspection services under Florida Building Code, at the 1200 N.E. 105th Str. Village Del Mar 3 -Story Waterfront Condominium Project on the below listed structure as of 6125/04. PROCESS STREET CONTRACTOR INSPECTION NUMBER ADDRESS OF RECORD RESPONSIBILF1'1.LS 1200 N.E. 105th Str. Reinforced Masonry Wall Miami Shores, FL 33138 Reinforced Concrete The following individual (s) employed by this firm or me are authorized to perform inspection services: 1. Ali Arbab, P.E. 2. Al Montazer 3. Douglas Castillo We will notify the Village of Miami Shores of any changes regarding authorized personnel performing inspection services. We understand that a special inspector's inspection log for each building must be displayed in a convenient location on the site for reference by the Village of Miami Shores inspectors. The Village of Miami Shores building inspector must be called for the first man'. inspection and bi- weekly thereafter for log inspections. Further, upon completion ':, rk under each building permit, I will submit the completed inspection log fo Statement of Compliance, to the building inspector at the time of final insp « «+ a s , • e ma g a, plication for a Certificate of Ocupancy. The Statement of Compliance k' _= to of your knowledge, belief and professional judgement that those ports , pr <: , above meets` with the intent of the Florida Building Code and is in c the approved pips- _ c Ali Arbab P.E. No. 35460 Special Inspector No. 0456 AA/rn C:/ AA/ Speciailnspections /VillageDelMar(3 -Story) FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method 'A Project Name: Address: City, State: Owner. Climate Zone: Tp-a, typ. unit a biscayne & ne 105 st. miami shores, fl village del mar. South Builder Permitting Office: dada Permit Number. Jurisdiction Number. 231000 1. New construction or existing 2. Single family or multi - family 3. Number of units, ifriaulii.family 4: Number of Bedrooms 5. Is this a worst case? . 6. Conditioned floor area ($Z) 7. Glass area & type a. Clear glass,-default U- factor b. Default tint c. Labeled U or SHGC 8. Floor types a. N/A b. N/A c. N/A 9. Wall types, a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Concrete Deck Roof - Exposed b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Con. AH: Interior. b. N/A Single Pane 112.7 ftz 0.0 ftz • 0.0 ft2 New Multi - family 2 1 No 912 6' Double Pane 0.0 ft2 0.0 IP 0.0 fie R =3.0, 288.4 ft2 R=10.0, 912.0ft2 — Sup. R=4.2, 40.0 It — 12. Cooling systems a. Central Unit b. N/A c. N/A 13.. H all b. N/ c. Nt 14. Ho a. El Cap: 47.0 gallons EF: 0.89 Cap: 24.2 kBtu/hr — SEER 12.40 - Cap: 17.4 kBtu/hr COP: 1.00 b. N/A c. Conservation credits (HR-Heat recovery, Solar DU-Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) GlasslFloor Area: 0.12 Total as -built points: 13672 Total base points: 13829 PASS I hereby certify that the p specifications covered by this calculation are in Energy Code. PREPARED BY: DATE: r I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: the Florida Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Fnorflut I inert% lVcrcirin• FI P("PR VI VII 1 v FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: biscayne & ne 105 st., miami shores, fl, PERMIT #: Fncrnvfle�rnd61 nr Fnnr AMA =nonneMelItscal I PFC'7fVfl1 FI Prim v 7fl BASE 1 AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 912.0 32.50 53351 Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: N 0.0 0.0 N 6.5 8.0 NW 6.0 8.0 S 18.0 4.0 12.0 36.46 1.00 48.0 36.46 0.75 48.0 48.42 0.71 4.7 66.93 0.43 112.7 437.5 1314.6 1646.1 134.6 3532.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 288.4 2.70 778.7 288.4 • 778.7 Concrete, Int Insul, Exterior As -Built Total: 3.0 288.4 2.70 288.4 778.7 778.7 DOOR TYPES Area X BSPM = Points Type • Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 20.1 6.40 128.6 20.1 128.6 Exterior Wood As -Built Total: 20.1 9.40 20.1 188.9 188.9 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic Base Total: 912.0 2.80 ' 2553.6 912.0 2653.6 Concrete Deck Roof - Exposed As -Built Total: 10.0 912.0 14.73 X 1.0 912.0 13433.8 13433.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab Raised Base Total: 0.0(p) 0.0 0.0 0.0 0.00 0.0 0.0 As -Built Total: 0.0 0.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 912.0 18.79 17136.5 912.0 18.79 17136.5 Fncrnvfle�rnd61 nr Fnnr AMA =nonneMelItscal I PFC'7fVfl1 FI Prim v 7fl FO, RM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: biscayne & ne 105 st, miami shores, fl, PERMIT 5: BASE AS -BUILT Summer Base Points: 25932.6 Summer As -Built Points: 35070.8 Total Summer X System = Points Multiplier Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 25932.6 0.4266 11062.8 35070.8 1.000 (1.000 x 1.185 x 0.90) 0.275 1.000 10112.2 35070.8 1.00 1.048 0.275 1.000 10112.2 Fne n.,r_s,v.aTM nre Fnrm sgnne_9flM FnaretunsuinadiVFlaPFC "NY11 011 PPM! ,q III FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Biscayne & ne 105 st., miami shores, fl, PERMIT #: FnnrmA�a,�nafkl f t A Fnren P.tYle_'XV l Fnuretu :attr atEt/FIoAlgC'7M4 Fl Dri:Kt u fl BASE ( AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type /SC Overhang Omt Len Hgt Area X WPM X WOF = Point .18 912.0 2.30 387,4 Single, Clear N 0.0 0.0 12.0 6.03 1.00 72.4 Single, Clear N 6.5 8.0 48.0 6.03 0.97 280.9 Single, Clear NW 6.0 8.0 48.0 6.00 0.98 281.4 Single, Clear S 18.0 4.0 4.7 4.49 1.44 30.5 As -Built Total: 112.7 666.2 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 3.0 288.4 1.20 346.1 Exterior 288.4 0.60 173.0 Base Total: 288.4 173.0 As -Built Total; 288,4 346.1 BOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent • ' 0.0 0.00 0.0 Exterior Wood 20.1 2.80 56.3 Exterior 20.1 1.80 36.2 Base Total: 20.1 30.2 As -Built Total: 20.1 56.3 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 912.0 0.10 91.2 Concrete Deck Roof - Exposed 10.0 912.0 0.18 X 1.00 164.2 Base Total: 912,0 91,2 As -Built Total; 912,0 164,2 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised 0.0 0.00 0.0 Base Total: 0.0 As -Built Total: 0.0 0.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 912.0 -0.06 -54.7 912.0 -0.06 -54.7 FnnrmA�a,�nafkl f t A Fnren P.tYle_'XV l Fnuretu :attr atEt/FIoAlgC'7M4 Fl Dri:Kt u fl FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A Details IADDRESS: Biscayne & ne 105 st., miami shores, fl, PERMIT #: BASE AS -BUILT Winter Base Points: 633.1 Winter As -Built Points: 1177.0 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (DMxDSMxAHU) 633.1 0.6274 397.2 1177.0 1.000 (1.000 x 1.137 x 0.91) 1.000 1.000 1217.8 1177.0 1.00 1.033 1.000 1.000 1217.8 nra Fever, anne_lnn1 GnGrnuflal V70lttFlsli =C" 01111 NI ortogt u Rn 1 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential-Whole-Building-Performance Method -A - Details- ADDRESS: biscayne & ne 105 st., miami shores, fl, PERMIT #: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 2369.00 2369.0 47.0 0.89 As -Built Total: 1 1.00 2342.38 • 1.00 2342.4 2342.4 PASS mn.s 'untneTM nne Connanna_lnni Femnn/1,minmthVCIaRCVIM', Fl R(:12RJ1'Zfl CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 11063 397 2369 13829 10112 1218 2342 13672 PASS mn.s 'untneTM nne Connanna_lnni Femnn/1,minmthVCIaRCVIM', Fl R(:12RJ1'Zfl FORM 600A -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: biscayne & ne 105 st., miami shores, fl, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exderior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1 ABC.1.21 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wail; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. 612.1 Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 7 Ceilings 606.1 ABC.1.23 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps In gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. ie Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insutatiar or Type IC rated witlr< 2.0 cfm from conditioned space, tested. f Mum-story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional infiltration reqts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 7 6A-22 OTHER PRESCRIPTIVE MEASURES (mu COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (qas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 • Spas & heated (except heated). Non - commercial pools pas pools must have. covers exce solar heat must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. �� Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 1 Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. / HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R-3 both sides. Common ceiling & floors R -11. / Fnornuf rlf`eCirmRrva.. x1(14 PnamsA`...stotricat /FhpFC"NY11 CI47f`PRuZ4fl ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score, the more efficient the home. village del mar., biscayne & ne 105 st., miami shores, fl, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Multi- family a. Central Unit 3. Number of units, if multi- family 2 _ 4. Number of Bedrooms 1 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (f) 912 ft' c. N/A 7. Glass area & type Single Pane Double Pane _ a. Clear - single pane 112.7 fie 0.0 fie _ 13. Heating systems b. Clear - double pane 0.0 fie 0.0 flea _ a. Electric Strip Cap: 17.4 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 lip 0.0 ftz _ COP: 1.00 _ d. Tint/other SHGC - double pane b. N/A 8. Floor types _ a. N/A _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 47.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 288.4 112 EF: 0.89 _ b. N/A _ b. N/A _ c. N/A d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Concrete Deck Roof - Exposed R =10.0, 912.0 112 _ 15. HVAC credits b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Con. Ret Con. AH: Interior Sup. R=4.2, 40.0 ft _ MZ- C- Multizone cooling, b. N/A MZ- H- Multizone heating) Cap: 24.2 kBtu/hr _ SEER 12.40 _ l certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a USEPA/DOE EnergyStcP designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 - 1824. EnergyGauge® (Version: FLRCPB v3.30) * RESMANUJ(c) * WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA /RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) SERIAL # 5363 09 -08 -2003 @PROJECT :typ unit a ADDRESS :biscayne & ne 105 st. CITY :miami shores,f1. OWNER :village del mar. BLDG CONTR : HVAC CONTR : Conditioned Floor Area : 912 SF GLASS /SF RATIO * Climatic Conditions & Design Conditions = 120 * Geographical Location : Florida Miami AP North Latitude / Elevation Outdoor Winter Dry Bulb Indoor Winter Dry Bulb Winter (Actual) Temp.Diff. Winter Temp. Diff. (wTd) Outdoor Summer Dry Bulb Outdoor Summer Wet Bulb Outdoor Summer Hum. Ratio Gr /Lb Indoor Summer Relaltive Hum. Indoor Summer Design Gr /Lb. Indoor Summer Dry Bulb Indoor Summer Wet Bulb Summer Daily Range Summer (Actual) Temp.Diff. Summer (User Sel) Temp.Diff. (sTd) 25 Deg. / 9 Ft. Above Sea Level 48 Deg. F 70 Deg. F 22 Deg. F 40 Deg. F 89 Deg. F 77 Deg. F 122 50% 56 70 Deg. F 62.3 Deg. F @ 64 Gr /Lb 15 Deg. F 19 Deg. F 20 Deg. F * HEATING SUMMARY * TP -A SUBTOTAL 26965.49 DUCT LOSS TOTAL LOSS /BTUH 0 26965.49 20% OVERSIZE FACTOR 5393.10 ACTUAL + 20% OVERSIZE: 32358.59 * EQUIPMENT .DAT * COOLING SUMMARY * STRUCTURE SENSIBLE 8102.59 MECH.VENT- 200 Cfm • 4180.00 SENS. + MECH.VENT : 12282.59 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT /APPLIANCE • 1200.00 DUCT GAIN 0.00 TOTAL SENSIBLE 13482.59 TOTAL LATENT 11930.88 SENSIBLE + LATENT 25413.47 20% SENS.OVRSZE FTR: 2696.52 SENS. + 20% OVERSIZE: 16179.11 SELECTION * EQT MANUF CU MOD # AHU MOD # HTG INPUT HTG OUTPUT HTG CFM AFUE /HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S) EER CLG CFM _ TYPE NOTES: G L A S S North North Northwest South Infiltration Infiltration * L O A D C A L C U L A T I O N * TYPE Inside Shade Single Clr No Single Clr No Single Clr No Single Clr No : Winter Htm : Summer Htm W ALLS N/W C.B. - Int Insul - Ext. D O O R S Solid Core /Wood - Ext. Infiltration :Winter Htm( 49 Infiltration :Summer Htm( 11 C E I L I N G S Concrete Roof w /Exposed Ceiling 10 FLOORS Shade Shade Shade Shade 49.96 ) 11.35 ) Sc Area Loss /Btuh 1 12.00 1392.00 1 48.00 5568.00 1 48.00 5568.00 1 4.70 545.20 x 112.70 5630.49 x 112.70 R -Value Area Loss /Btuh 3 288.40 2307.20 0 .96 ) x .35 ) x 20.10 20.10 20.10 SUBTOTALS: 20.10 572.85 1004.2 1577.05 912.00 4377.60 Gain /Btuh 372.00 1488.00 3072.00 225.60 1279.15 Gain /Btuh 1182.44 255.27 228.14 483.41 0 * TOTAL STRUCTURE SENSIBLE * 26965.49 8102.59 SUB - CONTRACTOR AGREEMENT THIS AGREEMENT made the 1 day of Almaial by and between GN Construction Co., hereinafter called the Sub- Contractor and /' ,NK ADRIAN CONFTRUC ION CORPORATION, hereinafter called the General Contractor. Witnesseth, that the Sub - Contractor and the General Contractor for the considerations named agree as follows: Article 1. Scope of Work The Sub - Contractor shall furnish all the materials and perform all of the work described in the Specifications entitled Exhibit 1, as annexed hereto as it pertains to work to be performed on property at 10483 BISCAYNE BLVD MIAMI SHORES. I+WRIDA 33138. Legal Description: Tract B of "Anco Subdivision" According to the Plat Thereof~ as Recorded in Plat BookS3, Page 54 of the Public Records of Dade County, Florida. The work will include, but not be limited to, the shell as per the specifications in the structural plans, sl through s8 dated 5/29/2003 and all architectural plans, al — a13 dated 6/6/2003. All work is to be completed in accordance with the Florida Building Code and any other agency governing. As described more fully in shown in Exhibit 2. Article 2. Time of Completion The work to be performed under this Contract shall be commenced at issuance of permit and shall be completed within four and one half months from date of permit (4 Y2 months). Time is of the essence. Article 3. The Contract Price The General Contractor shall pay the Sub - Contractor for the material and performed under the Contract the sum of to additions and deductions pursuant to authorized written change orders from the General Contractor. Article 4. Progress Payments Payments of the Contract Price shall be paid in the mariner following: (S A deposit of Five Thousand Dollars is to be paid upon acceptance of contract, which will all steel for project. Remaining Progress payments shall be in the Amount of 90% of the approved value of labor and material furnished as of the 10th or 25th of the month and be payable on or about 30 days thereafter. Said approved payment shall be subject to the labor and materials being in accordance with the specification requirement and provided further that the unpaid balance of the contract price is at all times sufficient in the judgment of the Owner, General Contractor, General Contractor's Initials Sub - Contractor's Initials Architect, Engineer, or Construction Lender to complete the balance of the work and to .: y any unpaid materials, labor, liens and or claims for which the Owner or General Contractor shall have been noticed and or responsible hereunder. The Sub - Contractor shall submit to the Owner and General Contractor satisfactory evidence of payment for all indebtedness incurred for material and labor under this Contract. FINAL PAYMENT The partial payment of 5% retainage shall be made within Forty-Five (45) days after completion of the shell contract, and 5% paid upon the issuance of Certificate from the Architect, Engineer, General Contractor, or Construction Lender that the work has been completed to his satisfaction, and provided that the Owner or General Contractor has received payment from the legal title Owner or Financial Institution. All Change Orders will be paid less 10% retainage which will be paid upon the issuance of Certificate from the Architect, Engineer, General Contractor, or Constmction Lender that the work has been completed to his satisfaction, and provided that the Owner or General Contractor has received payment from the legal title Owner or Financial Institution. If at any time, there shall be evidence of lien or claim for which if established the Owner or General Contractor might become liable and for which is chargeable to the Sub - Contractor the Owner or General Contractor shall have the right to retain out of any payments due or to become due, the Sub - Contractor, an amount sufficient to indemnify the Owner or General Contractor against such claims or liens including court costs and reasonable attorney's fees incurred by the Owner or General Contractor in discharging such claims or liens or cost incurred in the collection of said monies to be returned from the Sub - Contractor. Article 5. General Provisions Any alteration or deviation from the above specifications, including but not limited to any such alteration or deviation involving additional material and/or labor costs, will be executed only upon written order for same, signed by General Contractor, & Sub - Contractor, and if there is any charge for such alteration or deviation, the additional charge will be added to the contract price of this contract. If payment is not made when due, Sub - Contractor may suspend work on the job until s u c h t i m e as all p a y m e n t s d u e h a v e been made. A failure to make payment fora period in excess of Forty Five (45) days from the due date of the payment shall be deemed a material breach of this contract. In addition, the following general provisions apply: 1. All work shall be completed in a worlanan -like manner and in compliance with all building codes and other applicable laws. 2. Sub - contractor shall furnish a complete list of all vendor, suppliers, independent contractors, and authorized subcontractors prior to commencing any work. 3. The sub- contractor shall furnish a plan and scale drawing showing the shape, size dimensions, and construction and equipment specifications for home improvements, a description of the work to be done and description of the materials to be used or installed, and the agreed consideration for the work. General Contractor's Initials 4 V Sub - Contractor's Initials 4. To the extent required by law all work shall be performed by individuals duly licensed and authorized by law to perform said work. 5. Sub - Contractor may at its discretion, and upon written approval by the General Contractor, engage subcontractors to perform work hereunder, provided Sub - Contractor shall fully pay said subcontractor and in all instances remain responsible for the proper completion of this Contract. 6. Sub - Contractor shall furnish Owner and General Contractor appropriate original, si, a• and sealed by corporate officer, releases or waivers of lien for all work performed or materials provided at the time the next periodic payment shall be due. 7. All change orders shall be in writing and signed by, General Contractor, and Sub - Contractor, and shall be incorporated in, and become a part of the Contract. 8. Sub - Contractor shall at its own expense obtain all permits necessary for the work to be performed Except where indicated otherwise in this Contract. 9. Sub - Contractor agrees to remove all debris (to a designated area) and leave the premises in broom clean condition. 10. In the event General Contractor shall fail to pay any periodic or installment payment due hereunder, Sub - Contractor may cease work without breach pending payment or resolution of any dispute. 11. All disputes hereunder shall be resolved by binding arbitration in accordance with rules of the American Arbitration Association. 12. Sub - Contractor shall not employ on the work, any labor, materials, or means, whose employment or utilization during the course of this contract, may tend to, or in any way, cause or result in strikes, work stoppages, delays, suspensions or work or similar troubles by workmen, employed by the Sub - Contractor or its subcontractors, or by any of the trades working in or about the site or premises where work is being performed under this Contract, or by any other Contractors or their sub - contractors pursuant to other contracts. Any violation by the Sub - Contractor of this requirement, may upon written notice of the General Contractor, be considered as proper and sufficient cause for canceling and terminating this contract. 13. The Sub - Contractor further agrees to perform all work as called for in the herein contract in a manner which, in all respects and in every detail, (as to the workmanship, method and materials) will conform with the requirements and code of any and all local, state, or federal housing authorities or agencies having jurisdiction, and also meet the full satisfaction of the General Contractor and Owner. 14. The Sub - Contractor agrees, at its own expense, to observe and fully comply with all the laws, ordinances, rules, regulations of all City, State, or Federal authorities and departments and bureaus relating to or affecting or governing the work embraced in this agreement, or any part thereof, and contractor shall at its own cost and expense apply for and obtain any and all permits, licenses, and consents that may be necessary in connection therewith unless stated otherwise elsewhere in this agreement. 15. The Sub - Contractor agrees not to assign this contract or sublet any part of the work to be performed under this contract without the written consent and approval of the General Contractor. A 17=Contractor's Initials 1-Contractor's Initials 16. If, during the progress of the work under this contract, the Sub - Contractor shall be adjudged a bankrupt, or if it should make a general assignment for the benefit of its creditors, or if a Receiver should be appointed on account of its insolvency, or if the Sub - Contractor should fail to make prompt payment for the materials or labor, or persistently disregard any of the rules, regulations or requirements in control of said work or the directions of the General Contractor, then the General Contractor may terminate the employment of this Sub - Contractor under this contract, and the General contractor may employ other persons to complete said work and to provide materials therefore, and the said Sub - contractor shall not be entitled to receive any further payment under this contract until the work shall have been entirely completed at which time, if the unpaid balance of the amount payable under this contract shall exceed the amount incurred by the General Contractor in completing said work, then such excess shall be paid by the owner to the Sub- contractor, but, if the expense incurred by the General Contractor in completing said work shall exceed any such unpaid balance, then the Sub - Contractor shall pay the deficiency to the General Contractor. 17. It is fully understood and agreed that should the Sub - Contractor substitute inferior labor or materials in place of the standard specified, the General Contractor shall be allowed the full amount of the difference in values even though it may accept same so as not to delay the progress of the work; the General Contractor, however, reserves the right within the duration of this Contract to reject such inferior labor and or materials and the Sub - Contractor shall replace such labor and materials to comply with the standard specified, without extra charge. 18. Anything hereinbefore contained to the contrary notwithstanding the Sub - Contractor expressly agrees that all work and materials embraced in this agreement shall be subject at all times, to the inspection of any financial institution furnishing the owner herein with building loans and mortgages and all of the work and materials performed and furnished by the Sub - Contractor must be entirely satisfactory to and approved by such financial institutions, the owner or to whom may have the authority or jurisdiction thereof. 19. It is distinctly understood and agreed that the Sub - Contractor is to pay social security, unemployment insurance, if any, and any other local or Federal taxes that may be embraced in the terms of this Contract and the expense thereof is assumed solely by Sub - Contractor and is included in the contract price mentioned herein. 20. The Sub - Contractor will receive the payments to be made under this contract as a trust fund to be applied first for the purpose of paying for labor and materials and that he will apply the same first to the payment of labor and materials before using any part or the total of such money for any other purpose. 21. It is distinctly understood and agreed that the contractor shall not assign any moneys due or to become due to him hereunder without the written consent of the General Contractor. Any violations of this section shall be just cause at the option of the General Contractor, to terminate this contract without notice. 22. The Sub - Contractor agrees to lay out the work and shall be responsible for its correctness and accuracy and shall afford every facility to the General Contractor herein for inspection. It is expressly understood and agreed that the Sub - Contractor herein must cooperate with and extend every possible facility to any _ General Contractor's Initials U. i/ Sub - Contractor's Initials and all other Sub-Contractors employed upon the buildings. Sub - Contractor shall consult all trades, specifications and examine the work done prior to starting his own, and upon the Sub - Contractor commencing his work, he will be deemed having accepted the preceding work and materials and to have waived any and all claims as to non-suitability. 23. The General Contractor and Owner will not, under any circumstances, be answerable or accountable for any loss suffered by the Sub - Contractor by fire or theft, but the Sub - Contractor may protect his interest at its option by insurance. 24. The Sub - Contractor expressly understands and agrees that Time is of the essence of this Agreement and that he will complete in all respects the entire work covered by this Agreement within such period of time so as to enable the Owner and General Contractor to complete the structure prior to, but not later than, the date of completion specified in the Construction Contract. 25. The Sub - Contractor is aware of the fact that Owner is under contract to the buyers of the condominium units for the completion of the construction within a limited time and in the event of failure to do so, he will incur a penalty of Three Hundred Dollars ($300.00) per day after the four and one -half month time period and will receive a bonus of Three Hundred Dollars ($300.00) per day if completed prior to the four and one -half month time period. 26. In connection with the performance of work under this contract, the sub - contractor agrees not to discriminate against any employee or applicant for employment because of race, religion, color, or national origin. The aforesaid provision shall include, but not be limited to the following: employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rate of pay or other forms of compensation; and selection for training, including apprenticeship. The Sub-contractor agrees to post hereafter in conspicuous places available for employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of the non - discrimination clause. 27. Sub - Contractor warrants all work for a period of 12 months following completion to function in its intended manner and will be free from defects in material and workmanship 28. The failure of the Sub - Contractor to comply with any of the terms and/or conditions shall constitute a default on the part of the Sub - Contractor. Any sum due the Sub - Contractor under this contract or any other contract between the parties hereto, shall in such event at the option of the Owner or General Contractor be retained as liquidated and agreed upon damages, or applied to the damages sustained as a result of the default of the Sub - Contractor, and such retention shall in no way prohibit or affect the Owner or General Contractor's right or recourse under this contract to further claim or legal action. 29. Sub - contractor shall provide an authorized representative to supervise job on a day to day basis. This representative or owner hall attend any and all jobsite meetings as directed by the General Contractor. Article 6. indemnification general Contractor's Initials T ! Sub- Contractor's Initials To the fullest extent permitted by law, the Sub - Contractor shall indemnify, defend and hold harmless VILLAGE DEL MAR DEVELOPMENT GROUP, LLC & FRANK ADRIAN CONSTRUCTION CORPORATION and its agents and employees, from and against claims, damages, losses and expenses, including but not limited to attorney's fees, arising out of or resulting from performance of the work or providing of materials to the extent caused in whole or in part by negligent or wrongful acts or omissions of, or a breach of this agreement by, the Sub - Contractor, its subcontractors, anyone directly or indirectly employed by them or anyone whose acts they are legally responsible. Article 7. Insurance The Sub - Contractor represents that it has purchased and agrees that it will keep in force for the duration of the performance of the work or for such longer term as may be required by this agreement, in a company or companies lawfully authorized to do business in the State of Florida, such insurance as will protect VILLAGE DEL MAR DEVELOPMENT GROUP, LLC & FRANK ADRIAN CONSTRUCTION CORPORATION and the owner of the site, if the site is not owned by VILLAGE DEL MAR DEVELOPMENT GROUP, LLC or FRANK ADRIAN CONSTRUCTION CORPORATION, from claims for loss or injury which might arise out of or result from the Sub - Contractor's operations under this project, whether such operations be by the Sub - Contractor or its subcontractors or their subcontractors. The Sub - Contractor represents and agrees that said insurance is written for and shall be maintained in an amount not less than the limits of liability specified below or required by law, whichever is greater. The Sub - Contractor certifies that coverage written on a `claims made" form will be maintained without interruption from the commencement of work until the expiration of all applicable statutes of limitation. 1) Worker's Compensation S100,000/$500,000 2) Comprehensive General Liability with limits of not less than $1,000,000 per occurrence 3) Comprehensive Automobile Liability (owned, non - owned, hired) of $50,000 each accident The Sub - Contractor shall file Certificates of Insurance, naming the VILLAGE DEL MAR DEVELOPMENT GROUP, LLC & FRANK ADRIAN CONSTRUCTION CORPORATION as additional insured, in 1. licate, acceptable to all parties with 2 days prior to commencement of work, which shall contain a provision that coverages under the policies shall not be cancelled or allowed to expire or permit material changes until at least ten (10) days written notice has been given to additional insured. Article 8. Additional Terms NONE fI As part of the consideration of the undersigned General Contractor entering into this Agreement, Sub - Contractor hereby covenants and agrees to faithfully observe and to carry out all the safety (jellCfal Contractor's Initials / Sub - Contractor's Initials and other requirements of the municipalities having jurisdiction and Federal Government's Occupational Safety and Health Act, and as may be amended from time to time so as to protect, hold and save harmless, the General Contractor and Owner from any and all damages, fines, penalties, losses, court costs and attorney's fees as a result of any breach, failure, default and/or violation by said Sub - Contractor, his agents, employees, persons in contract with Sub - Contractor and/or his assigns for failure to faithfully observe and/or carry out said covenant and agreement. The Agreement constitutes the entire Agreement between the parties, and there is not other understanding either oral or in writing other than as herein contained. Special added Agreements (If none, type in space none.) EXHIBIT 1, Page 1, Subcontractors Scope of Work EXHIBIT 2 — COMPLETE SET OF PLANS Signed this day of , 2004. Signed in the presence of: Witness Frank Adrian Construction Corporation Witness GN Construed By: By: k' 4 L Frank Adrian elson Valladares PO Box 831925 1779 W 37th Street, # 15, Miami, FL 33283 Hialeah, FL 33012 (305) 796 -6090 / Fax (305)380 -1847 (305) 557 -1965 / Fax (305) 557 -0845 CGC 14504827 CBC 1250083 Contractor's State License No. Contractor's State License No. General Contractor's Initials Vic% Sub - Contractor's Initials 7 SCALE: 1" = 40' Property Address: 1200 NE. 105 ST MIAMi SHORES, FLORIDA 33138 Symbol Legend ca, POWER POLE Abbreviations FIP. 1/2" = FOUND IRON PIPE 1/2" FIR. 1/2" = FOUND IRON REBAR 1/2" FN. = FOUND NAIL FN &D = FOUND NAIL & DISC CONC. = CONCRETE SEC. = SEC71ON 22' ASPHALT PAVEMENT N.E. 105 SEF T (60' R /W) CANAL Legal Description: TRACT B" OF ANCO SUBDIVISION" ACCORDING TO THE PLAT THEREOF, AS RECORDED iN PLAT BOOK 53 PAGE 54 OF THE PUBLIC RECORDS OF MIAMI --DADE COUNTY, FLORIDA. Flood Zone information: COMMUNITY 1120652 PANEL & SUFfJX 0093 J FLOOD ZONE AE BASE ELEVATION. 800 FIRM DATE. 07/21/95 Certify to: WLAGE DEL MAR DEVELOPAIENT GROUP, LLC KRAMER & GOLDEN P.A. ATTORNEY'S TITLE INSURANCE FUND, INC. COMMONWEALTH LAND TITLE INSURANCE COMPANY TOTALBANK, 1TS SUCCESSORS AND /OR ASSIGNS Surveyor's Notes: 1. No improvements located except as shown. 2 No instruments of record reflecting easements, right of way, and or ownership were furnished to this surveyor except as shown. 3. Unless otherwise noted record and measured data are in substantial agreement. 4. The Street Right —of —Way abutting this property are physically open unless otherwise note. 5. The purpose of this survey is to locate a portion of the existing improvements for future design of a telecommunication site, there are other existing improvements that were not located 6. Horizontal data shown hereon was obtained utilizing a "Topcon 600 Series' Total Station and "77)S" data collection system. Z This is not a Boundary Survey. 8. Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. 9. Unable to locate waters edge. Waters edge location at rear per survey by ALL COUNTY SURVEYORS dated 05- 11 -01. Surveyor's Certificate I hereby certify that the SKETCH of the property described hereon was made under my supervision and that this SPECIFIC PURPOSE SURVEY meets the Minimum Technical Standards set forth by the Florida Board of Professional Surveyors and Mappers ID Chapter 61017 -6. Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. And. that the sketch hereon is true and correct to the best of my knowledge and belief Subject to notes and notations shown hereon. S (e3 P- ®�3 PEDRO Y. MARIINEZ DATE PROFESSIONAL SURVEYOR AND MAPPER 5443 STATE OF FLORIDA. 1 2 Rig Z O 0 R 0 0 BOUDARY SURVEY F i VILLAGE DEL MAR DEVELOPMENT GROUP, LLC DRAW &SUS CHECKED: P1E1. SCALE. AS SHORN SURVEY DATE 05/73/0.3 SHEER 1 OF n SHEETS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/23/2006 Inspector: Levrack, James Owner: Del Mar, Village Job Address: 1200 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: GULF PLUMBING INC Permit Type: Imported Permit Inspection Type: Final Work Classification: Plumbing Phone Number Parcel Number 1122320270110 Lot: Phone: 305 - 215 -2622 Building Department Comments Wednesday, March 22, 2006 Page 1 of 2 j Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, March 22, 2006 Page 1 of 2 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 PL2004 -259 Imported Permit Project: <NONE> Owner: Village Del Mar Phone: Job Address: 1200 105 Street NE Parcel: 1122320270110 Miami Shores Village, FL 33138- Block: Lot: Scheduled Insp # Inspection Type 03/15/2005 INSP2005 -929 Plumbing TOP OUT ON 2ND AND 3RD FLOORS 04/28/2005 INSP2005 -1771 Plumbing ROUGH- 3rd FLOOR SLAB 08/08/2005 INSP2005 -3348 Plumbing TOP OUT ON 2ND AND 3RD FLOORS 08/17/2005 INSP2005 -3518 Plumbing TUBE CONNECTION 08/17/2005 INSP2005 -3519 Plumbing TUBE CONNECTION 09/16/2005 INSP2005 -3948 Plumbing TOP OUT ON 2ND AND 3RD FLOORS 03/16/2006 INSP -12168 Final 03/23/2006 INSP -12957 Final Inspection Status Inspector Date Completed APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED Pending Inspection Pending Inspection None None None None None None None None None None None None James Levrack James Levrack 3/15/2005 4/28/2005 8/8/2005 8/17/2005 8/17/2005 9/16/2005 Not Complete Not Complete Wednesday, March 22, 2006 Page 1 of 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /6/2004 Applicant: VILLAGE Owner: DEL MAR JOB ADDRESS: Plumbing Permit Permit Number: PL2004 -259 DEL MAR VILLAGE Contractor AURORA PLUMBING CORPORATION Contractor's Address: 3555 N. W. 52 ST. Local Phone: 305- 633 -9578 Parcel # PARC2003 -29 Legal Description: Page 1 of 1 Fees: FEE2004 -9917 FEE2004 -9918 FEE2004 -9919 FEE2004 -9920 Description Building Fee CCF Training and Education Fee Technology Fee Total Fees: Amount $1,925.00 $33.00 $11.00 $48.13 $2,017.13 Total Fees$2,017.13 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/26 /2005 Construction Value: $55,000.00 Work: PLUMBING WORK AS PER PLANS FOR A 3 STORY CONOMINIUM BUILDING Sig In conside conformity w done by eith me 14 PAID (INSPECTOR) e issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict pl s, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work r myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 _NH 302015 Permit Type (circle): Building Electrical Plumbin Permit No. 10 T �1` e'[ aster Permit No. —1 (0.5C Mechanical Roofing. Owner's Name (Fee Simple Titleholder) V 1 LA_ k&-G b L Phone # 3c, — . 6 S ° Sg P 3 Owner's Address j u, c9 ,s ) City irYt404,0,4 S State _ Zip 3313 Tenant/Lessee Name Phone # Job Address (where the work is being done) / i d ® ry G / City Miami Shores Village County Miami-Dade Zip 333! 3 g Is Building Historically Designated YES NO 17� Contractor's Company Name �f' CI f=.7 Q (ti 6 5 ° Phone # (.) �--- Contractor's Address 7( q S 6 V1 PT— City / 1 d f *' l r u Q, Q State �( Zip 31 J J� Qualifier 4-- (� A K ((%L= r State Certificate or Registration No. 6 .1-6 Jy�3 Certificate of Competency No. C C ArchitectlEngineer's Name (if applicable) Az, G-G, . p . PC.�c .. Phone # 30.7- 41 - S 2 0 $ Value of Work For this Permit 5 5/....0 5% = Square Footage Of Work: Type of Work: ['Addition ❑Alteration Describe Work: pry. New 1[1 Repair 1place El Demolition Jar * * * * * * * * * * * * * * * * * * * * * * * * * ** Fe s C sC5 Submittal Fee $ Permit Fee $ , rimafg i i r ilo CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: As identification and who did take an oath. My Commission Expires: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** .:** APPLICATION APPROVED BY: Chc 05/13/03 Signature Contracptor The foregoing instrument was acknowledged before me this day of ,20by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 0 Flans Examiner Engineer Zoning ixf3 - C.S9 Change of •Contractor Permit No. FL - 6 `1 — 1.: Owner's Name (Fee Simple Titleholder) In l [- 1-*64- bet, 11,44- t. (- it...oP..r..,f Phone # 30,x— 94 S - 5 l 93 Owner's Address 4e, , .Wk /ar ne- S �izt —fir Cityrn, * , S tt- n.cs State Zip 33 138' Tenant/Lessee Name Phone # Job Address (of where the work is being done) 12 e,-e City Yvi r Legal Description S tr-e,-s County )W3- c,1 Are-4, Scat? 76tRer Q . Contractor's Company Name Gel e f' Contractor's Address 7( 6 f S C' `f ? 1l— City "d ' State r4' Qualifier /, 1,4 e v A Q t t1EA Zip 3? 13 e N Phone # ?-d Zip Describe Work: 6 6 (t'' S )t) (i/L e( W i hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature Owner or Agent The forego' g instrument was acknowledged before me this this day of ! 20(,x, by who Contractor ° The foregoing instrument was acknowledged before me me or who has produced identification and who did take an oath. NOTARY P Sign: Print My Co ion Expires: 2y?c`P I /label '�. t = *: '�►`�= Cone,; aigaS ru ding Co„ In, y of who is NOTARY Sign: Print: My Co by LUCA o 2l Q e or who has produced tification and who did take an oath. on expires: i gas 231984 Expires: Ju 3, 07 ""onded Thru F:!antic Bonding (' ir,sir+r**** **** * *** *tlr** *,a rts& ...: seder@,.::: *da** tat * *,r*** *** Yak, *** *A*** ** * * ******* ** * * *1t*** * *e4ie** . *** * ***t ** * **** ** Rev. 09/19/03) 06/11/2004 w 12:03 BUILDING 3053801847 FRANK ADRIAN Miami Shores Village. Building Department /0050 N.E.2ttd Avenue, Miami Shores. Florida 331313 Tel: (305) 795,2204 Par: (305) 756.8972 Permit No. 0 PERMIT APPLICATION .ABC 2001 Permit Type (circle): Building Electrical Plumbin s.' Mechanical Roofing 11 Owner's Name (Fee Simple Titleholder) 9I: (a de. Ilia_ Owner's Address 1 n City. W 1,D. OA. it State Te tteeseeName Master Permit No • PAGE 02 Phone # 0 S ) `& ":5 i1 Zip_ 331V Job Address (where the work Is being done) MO O V l £. 1 f) City Miami Shores Village County Miami-Dade Is Building (Historically Designated YES NO Contractor's Company Name ('. • t. Moue a 5) 133 - / S / $ Phone # Zip Contractor's Address City ec,/1/1. \ State k • Zip • I 331(re- Qualifier •,,ate , r Architect/Engineer's Name (If applicable) $ Value of Work For this Permit Phone 5 5 6 0 0 . 0 0 era I f Type of Work: []Addition ['Alteration Clew CI Repair/Replace 0 Demolition Describe Work: Square Footage Of Work: Submittal Fee $ Notary • Scanning $ Permit Fee $ 1/ Structural Training/Education P 1` Code Enforcement Radon $ CCir S 3 3 Technology Fee $ . .. _. ', /5 e 4-5 Bond $ . Structural Plan Review. $ Total Fee Now Due $ ®/ • 45 (Continued on opposite side) S/11/2004 12:03 3053901947 O � Bonding Company's Name (if applicable) Bonding Company's .Address City FRANK ADRIAN PAGE 03 State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commented price to die issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILED, HEATERS, TANKS and AJR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be dome in compliance with all applicable laws regulating construction and Zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding 32500, the applicant must promise in good faith that a copy vl'the notice of commencement and construction Lien law brochure rill be delivered to the person whose property is subject to attachment, Also, a certified copy of the recorded notice of con mencement must be pasted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the a e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fore g instrument was aclatow edged before e this Q f day of 820 —, by , day of ( , 20 0 ((, by r 0 I a f6£ i� who is personally known to me or who has produced who is smelly known to me ar who has produced As identification and who did take an oath. as ideattifieati: and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign; Print: My Canunission Expires: Aston (MUM Expires January i9, sea ** ****** ***** ******** *,r,r+e,t** ear * * *** * *,r *** *,r,r,ea *** * *rw *war ** * ******* *t,weew** * * * **** ***wine** ******* * *w *was (Certificate of ompetency Holder) State Certificate or Registration No. APPLICATION APPROVED BY: Cho 10/14/03 Certificate of Competency No. 1/1'1 ferA 7., .qtr /v ,!,.rte!° �.Le `/►./(G4 ** Plans Examiner Engineer Zoning . Aurora Plumbing Corp. 3655 N.W. 52N0 STREET • MIAMI, FLORIDA 33142 P140NE: (306) 533 -11675 i 633.4679 PAX: (303) 533- Mr. Frank Adrian. 7125 SW 156 Path !Wiami. F1.33193 Phone. (305) 7964090 Fax: (305) 360.1947 February 20, 2004 Regarding. plumbing bid for- 14 nnnits condo. `'Village Del Nom' •" Location: 105°1 Street NE & Biscayne Blvd. Miami, Fl. Plans by: RoEcr Piper Architect. Inc. Dated: 09/02/03 04-35 Reif Village del Mar. This proposal includes pales P -1 through P -5 28. Elongated water closet with sou. 36- 19" round lavatory. 25- 30" x 60" bathtub, 14- Shower with pan. 14- 22" x 33" kitchen sink. 14- Dishwasher (comneetlom only). 14- Disposal (connections only). 14- Supply hot, cold and drain for washing machine. 14- 40 gallons water heater. 2- W' lose bib with v wuos broker. 1 S ono pas units a and house meter. Approximately 1,500' of 1" water ssrvsce pipe ( 1 1- 160' of 4" sanitary to Lateral, 7. 4" roof drains. 14- A/C drains. 1 We will supply all labor, materials, permits and insurance fora complete plumbing contract as follows: All sanitary, vents and A/C in PVC. All water lines (hot & cold) in CPVC. All fixtures and faucets in American Standard. The following items are not included in this proposal: Site/Civil drawings. Sand fill/Insulation. Total amount of thb proposal. $55,000.00 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: Del Mar, Village Job Address: 1200 105 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: Permit Type: Driveways /Sidewalks/Slabs Inspection Type: Final Work Classification: New Block: Phone Number Parcel Number 1122320270110 Lot: Building Department Comments Tuesday, March 14, 2006 Page 1 of 2 bQ Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 14, 2006 Page 1 of 2 Issue Date: 12/27/2005 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/27/2006 Owner's Name: Village Del Mar Permit Type: Driveways /Sidewalks /Slabs Work Classification: New Job Address: 1200 105 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor Comments: PAVING WORK AS PER PLANS FOR 3 STORY CONDOMINIUM BUILDING Additional Information Type of Work: PAVERS Additional Info: Bond Retum : In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2004 -1205 Phone: 1122320270110 Lot: PB: Total Square Feet: 0 Total Valuation: $ 13,000.00 Re • uire • Ins • ctions Foundation Sidewalk Landscaping Final Fees Due Amount CCF $7.80 Education Surcharge $2.60 Permit Fee $400.00 Scanning Fee $6.00 Technology Fee $10.00 Total: $426.40 Building Department File Copy Applicant Signature Invoice Number DS -12 -05 -23245 Total: Amt Due $426.40 Amt Paid $426.40 $426.40 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. iviiami snores v llldgc n UtlU li L1114.411L Owner's Name (Fee Simple Titleholder) Owner's Address Z ?„.00 City f t 4 S' -'-s Change of Contractor Permit No. O4 1ZQ5 ,.c,,•rPhone # :3s".- 96.E =S'S' RE II VE' NOV 1 g 15 State FL Zip Z21 3 8' Tenant/Lessee Name Phone # Job Address (of where the work is being done) n \y L City d G �..d .-L-i, Legal Description A-J G0 County S)c the fir- Q Zip /aQo /J& /67 Contractor's Company Name U , , g C ' Phone # 30S- - GS T-- 60 /3— Contractor's Address P- 0 • Box 6 -/) / 3 City iv/ a A-444 l State C7— Zip 3 t-f Qualifier 1 SC't Describe Work: lisp L1- PCtAJi) I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature The foregoin this N0�1 day of , 20 OS by 1 t CI-2611); py,of who is perso y known to me or who has produced who is As identification and who did take an oath. Owner or Agent ent was acknowledged before me this Signature Contractor The foregoing instrument was acknowledged before me /I/at! ' 7 20 Or, by ,41a-c -3 4* NOTAR Sign: Print: My Co ssion Exp NOTARY PLTBLI RON0 1#144. Sign: Print: to me or who has produced as identification and who did take an oath. My Commission expires: ,,,.� YP ,, Kenneth S. Vella ?5 �. Commission #DD225500 ****:****************************************,****** * * ** * * * * ***** * * * ** *** * * * ** * * * *, ** .. �tt `�Ji71ri ','` (i(f''i` �9•...•� Bonded Thru �'11Ito' Atlantic Bonding Co In Rev. 09/19/03) Miami Shores Village Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No PO L( / ' s Master Permit NoZ p /ZS BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): uilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) V 1 I I q 6F DEL //A& Phone # 30S— q5/ -'/ 70a Owner's Address 163.5 N City M r b4 I'-(1 State P L Zip ._:3—S/ 8/ Tenant/Lessee Name Phone # Job Address (where the work is being done) /a D O lit= j© S Sr City Miami Shores Village Is Building Historically Designated YES NO F .- AO/1,i i CeiA,s f &LP Contractor's Company Name P ' ` r ' ' ' ` %Phone # Contractor's Address 7/ Vol 5 8 P 7 14 County Miami -Dade Zip 3 % 3 ' City Hi 41,-6 State F c Qualifier c.12 IAA- Mk. PI- 0 1221 A /J 305 - -, ocrb Zip 33 153 Architect/Engineer's Name (if applicable) R 09 C- / P. Pf f / 4.C4i eC , cone # 305 - 93,;,/ Sao 0 $ Value of Work For this Permit j3 /oeo. ©C� Square Footage Of Work: Type of Work: ❑Addition ['Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: Q iiiik104 W ©k 11 L P l A ro S csc 3 sioitAl cOt 0 Os ( Ui <<.1A-GC O L Ntife0 y **** * * * * * **** * * * * * * * *** ** * * *F * * ** * *,r * * * * * ****,ter ** ** * ** ** ** ** *** - - - Submittal Fee $ Permit Fee $ 3 qC CCF $ `/ go Notary $ Training/Education Fee $ o Q � 0 Technology Fee $ 'o `7 5— Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the, first inspection which occurs seven (7) days after the building permit is is In the absence of such posted notice, the inspection will not be approved and a reinspection fee will he charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this i 7 Ih day of , 20 _, by , day of—Tan i , 2 Q" , by who is personally known to me or who has produced who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: As identification and who did take an oath. NOTARY PUBLI Sign: My Commission Expires: as i,`, tification and who did take an oath. allk i:Ifis. Gladys Leizan .e, My Comm !. ion Expires: 0U17 :n+ 30. 161 Pi e2cOif ********************************************************* * * * * * * * * * * *** * * * * * * * * * * * * * * * * ** * * ** * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. * ****** ******** ***** ************** * *** ****** ** * * ********* * **** ****** * ** * *** * * * * * * * ** *** ** ****** D BY: / $�E� 2 4 Plans Examiner APPLICATION APPROVED EP Engineer Zoning Chc 10/14/03 65/25/2004 09:16 3052210090 Prom: YAMILE CORRAL At HBA INS GROUP Fex1D: 305714.4401 To: Petty ADRIAN DEVELOPMENTG PAGE 02 pate; 5/2412004 04:42 PM Page: 3 of 3 AGM. CERTIFICATE OF LIABILITY INSURANCE OP ID YC PAT 05/2 A14 ADIlI -01 05/24/04 THI5 CERTIFICATE IS ISSUED AS A MATTRIrOF INFORMATION ONLY AND CONFERS NO RY3*4TS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE 0055 NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. pm:mu R ..,_� HBA Xnauxaacc Group 2500 NW 79th Ave . Suite 102. Miami EL 33122 Saone: 305-714-S400 Fax: 305 -774 -4401 INSURERS AFFORDING COVERAGE RAIC9 INSURED a s Aoval t Group Inc. � IlB s te ttyt7 t'rl 1ZC Masi ."a i.32 , 33175 venue 1228 INSURER ttaa-0votio.nt OaswL!: ew. 234118 Inam,.15 Twin City Tixe 29459 tr,zu ei :: LIA89JTY CO1MelErGIA. ,eNfsx,LtABILITY NSLrRErG: 03/01/04 INSURER E UCH ncua.15Rerrcx Tl•E ANY VIM POLICIES. LTA PSUCtE.:+f. REOLIFEMENT PERTAIN. ,` • • INSLIRAM'.L LIMED mow FAvt MEN ISSUED -0 THE INSU ED MAMW ABOVE FOR TIE POLICY PERIQA IN1 ICATEt. t54TYJ'THSTANGINe TEN CR CONCII1CN OF ANY c.oNTRACT OR OTHER 0CCUM NT WITH rtrAPacT To WI 1101.17-$9 CERTIFICATE .Yet 163UED OR TH N1151: RANG& WOWED 31. THE - IOLn:.IFS =CREW NMI IS WJEJEL7 To ALI, THE TERMS, CJiCCLJSIONS AN0 CONDITIoNs OF SUCH AC/mg-ATE LIMITS St4 WN IMY HAVE BM REM= DY PAID CLAIMS -, •-•-• ,,, rift Of WBUAANCE per' NUNKR DA rrAta y) i p�.�� PO3 vt I MN Fs GENERAI LIA89JTY CO1MelErGIA. ,eNfsx,LtABILITY 04GL000107461 03/01/04 03/01/05 UCH ncua.15Rerrcx $ 1000000 PREMISEE Yin acnano$) t 100,000 51 CS. AIMS MADE �• OCCUR ME I EKP tAnY nnA inn) t 0000 HxRRO/NON OWED PERSONAL $ AC+V IMNJRY 13,000000 l ERAL ACCiRecATF EEti I 5 2000000 G?Nt AG RE0ATE LRIN�IR.+p.IIIS Mk !?1:1.ICY ... r— LO+: , IODU to =AMP AGG $ 2000000 At11'0A1oBILE ■ LIABILITY ANY A No ,UL OWNED AUTOS SCI-HDULECAUTOS 1.11RE.I ALITCCi NON- :,UNCG AUTOS •'O&3@•IL'D sINELE LIMIT _Ea ("mono __ C+CGILY INJLRY eartmraanl r;OGILY INJURY 4Par forof. n1 N, liANACR 1 OTTVRI3 ` 5 r-- GARAGE bI PM', ANY AUTO AAL11{'43 CIDENT $ 7ILyY�•EAA EA ACC ALTP O1�.Y: Q4C>:uA . ■ 1 I®Agl}Y EACH OCCURRENCE CXXUR CI•Alk1$1NA71c XCUCTIELE AGr ELATE 1 0 WORKRAN COMPENSATION AND T,tPLOYEiRB'WtBnrT, 21=3=84411 CFIC +MEh R EAXRC 3 UTIVE ,t ha JINN yt , it CVN.ilONO W.,. 01/21/03 07/21/04 1T?gr.YtiMars 1 X14E0- E.L. EACH ACCIDENT $500,000, ELDISEA f.- EAEhrLOYEE $ 500,000 , E.L.8ISFA$°_ • MY..'GY LIMB f;500,000. 0 General Folk% 0fOPBRAT1oNS /LOCArONBIVIE3+IC4gi /IExcLU oge Aooso sv stotlitttreOrr 1SPECIALaR Contractor- NS C5RTIFICATE HOLDER, CANCELLATION MIAMI SHORES 1050 NE 220 AYE MAKI SHORES Fir 33138 ammo ANY OFTPffs Ampif O68CRg Mon BE CANCELLED BEFORE THE HrIRATION oATE TROMP, no mum nvotaggR Vwll EN bBAV *To MAI 10 WS WRITI'@N NOTICE TO TM$ CERTIFICAT@ HOLDER NAMED TO THE LEFT, PVT FAWNS TV 170 So BHµ l woos NC osLaiATION oft U AINUTY Of ANY MIND MONTHS IN9URa:. ITS AGENTS 6R REFIESENTAINH$, ATMs ACORD 26 (2OO110Bj • ACORD CORPORATION 19411 p- Y' STATE OF FLORIDA AC#py DEPARTMENT OF £VSINESS AND PROFESSIONAL Rh ATION CGC1504827 10/24/02200032712 CERTIFIED CONTRACTOR ADRIAN HO ADRIAN, °I'' °� it f Imo$ LTD ME C IS CERTIFIED under the provisions of Ch 489 s0.. Expiration date: AUfi 31 2004 SEQ # X.02102400089 The Sunshine State — UCENSENIal6t A365-260-70-053-0 FRANK ADRIAN . 7142 SW 166 PATH MIAMM. FL 331033460 BIRTH CM SEX MT. REST. ENDORSE 0213 -70 M 6-08 ISSUED WIRES 02-1243 02 -13-09 OUPUOME 00-0x-00 ORGAN DONOR 81Y+EORM®! 201!/1 • Operationdamotor vehicle can tutscanseentofewsobeptestrequited bylaw.