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WS-07-2451Project Address 1441 NE 102 Street � Miami Shores Village, FL WILLIAM HOWELL Parcel Number Applicant 1132050240170 Block: Lot: WILLIAM HOWELL 1441 NE 102 ST MIAMI SHORES FL 33138 -2621 Contractor(s) Phone Cell Phone HOME OWNER Type of Work: WINDOWS No of Openings: 2 Additional Info: IMPACT Classification: Residential Fees Due Amount sN °R$� Miami Shores Village Education Surcharge 10050 N.E. 2nd Avenue Permit Fee $120.00 Miami Shores, FL 33138 -0006 ,F- r �OR1t Phone: (305)795 -2204 Project Address 1441 NE 102 Street � Miami Shores Village, FL WILLIAM HOWELL Parcel Number Applicant 1132050240170 Block: Lot: WILLIAM HOWELL 1441 NE 102 ST MIAMI SHORES FL 33138 -2621 Contractor(s) Phone Cell Phone HOME OWNER Type of Work: WINDOWS No of Openings: 2 Additional Info: IMPACT Classification: Residential Fees Due Amount CC F $1.20 Education Surcharge $0.40 Permit Fee $120.00 Scanning Fee $6.00 Technology Fee $3.00 Total: $130.60 f Valuation: $ 2,000.00^ Total Sq Feet: 0 i I Total I Amt Paid I Amt Due I $ 0.00 $ 0.00 $ 0.00 Payment Type: Available Inspections: Inspection Type: 1 Final Shutters ■ 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. December 26, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Wednesday, December 26, 2007 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/15/2008 Inspector: Grande, Claudio a Owner: Job Address: Project: .JA N i HOWELL, WILLIAM 1441 102 Street NE Miami Shores Village, FL <NONE> Contractor: HOME OWNER Buildina Denartment Comments Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement rt/ �, V It. Phone Number c Block: Parcel Number 1132050240170 Lot: replace 2 front windows Inspector Comments Passed WILLIAM 305.766.9375 PLEASE CALL HIM BEFORE GO TO DO INSPECTION. HE WORKS NEAR TO THE HOUSE. Failed E:I_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, January 14, 2008 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 t -Ai d BUILDING Permit No. �� *I" 1�6l PERMIT APPLICATIO ®EC 0 b zuut Master Permit No. FBC 2004 BY.- Ll��[ Permit Type (circle): Build Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) I K 4 "d - f ( Phone # Owner's Address /4' % /f %" /o -2- S City--9,11 /f &t 1 , -e State Zip s Tenant/Lessee Name Al Z11 Phone # Roofing e ?S-- -17_ -Y V -1/ Job Address (where the work is being done) %/ j(S / C'' 2- City Miami Shores Village County Miami -Dade Zip 3 -3i FOLIO / PARCEL # // -37"�' V / 7 c Is Building Historically Designated YES NO Contractor's Company Name Q"L� Phone # z Contractor's Address City Qualifier Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) State Zip Phone # Certificate of Competency No. Phone # Value of Work For this Permit $ p o , Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration [-]New MRepair/Replace ❑ Demolition Describe Work: 7 �u Submittal Fee $ Permit Fee $ /o-o ��' CCF $ 1.0 CO /CC Notary $ Training/Education Fee $._:' Technology Fee $ CCU Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ J 000& Double Fee $ Total Fee Now Due $ 0 3C7 Cn� See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 n, by UJ l l J t A M "FTO t;f, who is personally known to me or As identifiwExpires: d j@ d o& NOT�UBLIC• Commission # DD493099 NOV. 21, 2009 zu Atlantic Bonai g co., inc. Sign: Print: Signature Contractor The foregoing instrument was acknowledged 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 PUBLIC: Sign: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: / °/ 0)-(Q 0 Plans Examiner Engineer Zoning (Revised 02108106) .� . VILLAGE OF MIAMI SHORES WNER BUILDER DISCLOSURE STATEMENT NAME: lR : L c i �,. °�(' DATE: Z ®% ADDRESS: �- Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida} F.S 489.103(7). And I have.read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand1hat I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one•family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is npt licensed must work under-your supervision and must be employed by you * means that you must deduct F.I.C.A and with- holdings tax and - provide workers' compensation for that emplgyee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doin;this construct' n I' 2. I understand that as ari owner - builder I must abide by all zoning ordinances and building regulations in effect at.the time of permit application Initial 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to desi alter or give advice on how to meet code —. only if the structure meetsyte m minimu-code. Initial 5. I understand that as an owner- builder, that any contractmr disputes with Aub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. . I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If-for any reason they do not posses a business license I will be responsible and liable for any wrong .doing from this unlicensed company or person. Initial . 7. I understand that if any person gets injured on my construction project --they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can ' not do any Electrical, Plumbing, Heating, Air & Roof work on my - property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this q4h day of � Zp B 9-L wha was personally known to me or who has Produced there License or as identification. M-Aff MMUC -SM OF FLORIDA Sheila Me(=regor Commissio., WI��J493099 Expires. ;,• X009 NOTARY e NOT Y FURt1 r OF FLOMDA 5hQila McGregor Commission # DD493099 Expires: NOV. 21, 2009 Bonded Thru Atlantic Bonding Co" Inc. 6c_ -ryLt4z-v� io rL A � I U a N r .. . . . .. ... . O m U. O I t'� . ......... Q `F. . IL a I' N w . Miami Shores Village qp CV I I = J I LCL! t O O Wpp � I U a o .. . . . .. ... . O m U. O "> Z r O . ......... � QLt `F. . I ? a PERMIT #0 . `l" Z,4 N w . Miami Shores Village '4 Wpp � I U a o I r � t U 0 O O m U. O Wpp � I U a I r � t U 0 O O U. O "> Z r O Z � QLt `F. Z I ? a PERMIT #0 . `l" Z,4 N w . Miami Shores Village '4 ZAPPROVED BY DATE ZONING DEPT �DG DEPT _� t m v ^U3„'ECT TO COMPLIANC TH ALL FEDERAL �TATF AND COUNTY RULES AND REGULATIONS 0 N N '4 N I� Miami Shores Building Department T- I .......... Product Approval Schedule / Comparison Chart Address: �IDZ S t Permit No. p — f- OpenIng Description ofWiadow Prod!; Acceptance Product Approval Opening Design RonghOpening Shutter Required Mullion Required Impact ID or Door or on umber Design Pressure assure Size Yes ! o es t o es No ( +) PSF () PSF ( +) PSF (-) PSF PN P K QLIP►� ' r _ fyVL,tL,w VVx 1-a ease 0008 • 0000 0000 00 . 000000 0009 •• .• as .a • s• ...aa. 0 • • v ' .as .•. • } • 1 J. ... . . ... FROM : I WD FAX NO. : 3057160067 : : F�-1x. 1107 02: 41PM P2/i 1 . . . . ....... .... .. . ... . . . . . .. . . . . . . . . . MIAMI ►DE .. . . �.1++�1D' OM 4u4DS y�J(l y`Ut>U;ENTT, X S , [ PlIL' OE R iDA • %: a-Cjpj M.AGLER BUILDINQ 160 BULDM CODE FMCS (B 1 . . . . .1 PI:OMA 33130 -1-W F (ps) ors 2908 YRODUCT CONTROL . . (305) .M -2901 I� 1 4 � � 1 �� _ I � � � t s;�� loo ■ T t •1 x�'� vi�Ji�s� y� ,. V the expiration date ma be done in its entirety. INSPEMLON: A col and ahall be avaWc- This N06 r#" OP 4, as well as apps The V!9! nod Y .he NOA number PfcOwea aY Luc wviuo •••.,,..... - - -- - - - 1 then it shalll ie displayed in adverdsing lit'MWre.. if any portion of die NOA is disl Iayed, 0. (hL% entire NOA shall be provided to the user by the inanufaclurer or its distributors ingmiction at the job site at the request of the Building Clificial. auews NOA # 03.K13.13 and consists or this page,1 and evideace pm es & l through G' - aument mentioned above, annn wua reviewed by Jamie D. Gssconr P1ii. NOA 146 06 -M9A5 �betlanDates 8.�+ is iii AvrovalDiltQS FROM :I WD FAX NO. :3057160067 cam•► i}}A .� 12;20Q7 02:42PM P3/11 • V • • ••• acer 603.2 (b) anti TAS 20:;-94, Forced FBC TAS201 -94, 5) Large .Loading per PBC, TAS203 -94, 6) Cyclic.:. of a radius W single J. $Long with marked -up and installation diagram oulawing alwninunn clad ocxl went window w/laminated glass, prepared 1y Architectural Testing Inc, eport No. ATI- 03- 032100.Q2, dated C 3117/ signed and sear. by Joseph A. Rne�1, P.E.r T '`x'0325.04) 2. Test reports an.2) U � Static Air Pressure Test, per TAS 20::-94. 3 WaWr Resistance Test, pa TAS 202-94. pomed Entry'Test, per PBC 3603.2 (b) and TAS 2(Y:-94 S) Large Missile Impact Test per 11I3C, TAM - 1 -94 6) Cyclic Wind pressure Loading per FBC, TAS20394 along with marked -up drawings and installation diagram of a single ovtswIhg aluminum clad wood casement window w/laminated glass, prepay by Architectural Tearing Inc. Test M. urnch, P E (Submitted tt9.nder Fad 003. 0213.X3) signed. and sealed by Steven 3. Test reports ont.1) Air Intlltratlon Tost, per TAS 202-94. 2) uniform 1.0ad Static Air Pressure Test; per TAS 2,02-94. 3) Water Resistance Test, per TAS 202,94. 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 201 -94 5) Large Missile impact Test per FBC,TTAS201- 943 -94 6) Cyclic Wind. Pressure Loading p of a single rnrtswing pg withmarked -np drawings and installation diagram aluminium clad wood casement window w/laminated. glass, Prep y itectural Testing Inc. Test Report, No. A7Z'03'3I489.03, dated O l /15/03 sned and sealed by Steven M. Llrich, P B. ( Submitted render FilO #03- 0213.13) — J�me��.tugcu!t, P.2fi. Nd,Product G�br� iD €vt�don Not,, 144 06 -0719A5 Uplratlou Paths SfM9dW i.0, Ion Approvg We 01 6*'W 191 Q .... . .... •. . FAX N0. :3057160067 :Fab: 12:2087 02:42PM P4i11 FROM :IWD . •.••.•• .... ••• . •• •• . .00 .00 •. . . . • • • • •• • •. • • I ... Wenx�0_R_ ... ,T - d- FROM :I WD FAX N0. :3057160067 ; : - M.- 12; 32" x 72" CC32r`2 �Cjiiiir �y'hC •hFOR AT ON FRAVE SIZE GLAZItiG DESC -W-ON GLASS JZE DP POS. .:P T8 32" x 72° I3 /1-" A." - .080 SGF - 3 / "c aNN . 23 '/S" X 68 1 /P" tEO:7 PSF S-F 4" O.C. TIP. TYP. P.T. QIJ < -.1 `r � vilom x 72" MM F OF -CONTENTS gym �i! 12° mm C.C. TT4. -i, ----� 32" stAx. •� 2 — 3 O.SJL 4 F1iAalE COR.\ER FASTENER CrTAO • • • 27 1/15" SM a"HM04 DUAI 1AX DA-0. OF FRaME Arc 12" ?4M *.C. DfMF1- r,=1�� NOTES 3_ FAS-IDOM ARE COUNTER 5JN C TFIROUGH THE Gtr15S pmmq DEMLL $TER OR SCE STOP WM THE JAMS AND PEateTRA Z NE 81.0K WH A MM4TMIW E'I "—dENT OF 1 i /4 ". C= INCL' M If4'rM INSTALlAWN OF r:-LS PRG^.UCT C00E %TO t. S;-w AS RE©uIlR AT EACH INSTALLAZON MOM W ., OMCE TpE .Vjr S-4sLL M1U -HE APPUCABLE REIlLMe dElM MR W NOBME DEBRS RE=RE%lE M I I f ,1�ATE� OCCURS. mA r.MJH AL•DWSLE SHIM STALK TO SH13i1E.�iS As= tit RECAgm. BE 1/4 ". opm -'CT ;;p S =AL, BE AS LISTED AM SPACr- 'S 67 I/-a- 72' VOTE: _ �,.w.tn./. �f.11 nt Mme•• L.:P1 m I.UAI:I vmt, NUI J—jrIV :1I 1r1EAE 13:1.*•n� .vac NOT A PA OF rr"S APPIiWAL eLEn�iUrn. .ntiers am w .mra ..... WT"rIOU- Lor u-3►G = -ANOSS. FOR OPTIONAL LCATING do 3 11:, FIAN.^.ES SEE SHEEiS 2 ALL !pjC- EXOFONSS AR-1 a 'O TiAt■r'"13i ,sA.^S TO TF� STRUCTURE; 1 VIEWED rW9 =HE EXTERIOR. 32" x 72" CC32r`2 �Cjiiiir �y'hC •hFOR AT ON FRAVE SIZE GLAZItiG DESC -W-ON GLASS JZE DP POS. .:P T8 32" x 72° I3 /1-" A." - .080 SGF - 3 / "c aNN . 23 '/S" X 68 1 /P" tEO:7 PSF S-F 4" O.C. TIP. TYP. P.T. QIJ < -.1 `r � vilom x 72" MM I JEW -iVEAI D rnt av rtes >me ALU!NIV'dk C IwArlF..= 1k>.TICN 4J in os... a. nesla • VS OMB D•aO .Iw... SM R0 8~M. eeft x U4F_NI' AOC"+J a I OF 6 A Z O • • • .. F+' .dV... . 3 t+ t-+ F OF -CONTENTS gym �i! GESCRI2TON C chi RL PJ4 & A�X* ^fl'AG 13r.�TCNS 2 �'I CNS 3 FCICZO6: _ aJ & GL45S DETAILS • 4 F1iAalE COR.\ER FASTENER CrTAO • • • QCMONENT1w .'ND BOu RMARE FASTDLNG DETAIL5 • I JEW -iVEAI D rnt av rtes >me ALU!NIV'dk C IwArlF..= 1k>.TICN 4J in os... a. nesla • VS OMB D•aO .Iw... SM R0 8~M. eeft x U4F_NI' AOC"+J a I OF 6 A Z O • • • .. F+' .dV... . 3 t+ t-+ NOTES - 1. - AS:EtJERE ARE .ACA ED AT .Ate L" FIcCa END Cl 8 �y FRAME ANa; 1610. IV C.C. T?P. 2. -AS:ENERS Air OC -ED AT iirl3 ANC S& 4' MCA Eta OF FRaME Arc 12" ?4M *.C. DfMF1- r,=1�� NOTES 3_ FAS-IDOM ARE COUNTER 5JN C TFIROUGH THE Gtr15S 1FIB PRWUC- S �'.ONED TO MEET :FIE F-OWDA BI WtZ $TER OR SCE STOP WM THE JAMS AND PEateTRA Z NE 81.0K WH A MM4TMIW E'I "—dENT OF 1 i /4 ". C= INCL' M If4'rM INSTALlAWN OF r:-LS PRG^.UCT C00E %TO t. S;-w AS RE©uIlR AT EACH INSTALLAZON MOM W ., OMCE TpE .Vjr S-4sLL M1U -HE APPUCABLE REIlLMe dElM MR W NOBME DEBRS RE=RE%lE M jA BEARING SEMI SPHU WF:ERE SPACE OF 11-V T-0 PRONCT •S RATTED. F� LMM: MISSILE IMiPACT. ,1�ATE� OCCURS. mA r.MJH AL•DWSLE SHIM STALK TO SH13i1E.�iS As= tit RECAgm. BE 1/4 ". opm -'CT ;;p S =AL, BE AS LISTED AM SPACr- 'S PER DETAILS. MC HOR ]1BOMEN- TO SASE M47E- IA_ SHALL BE ANC W,:- DRMt4 OR STUCCO. A.W-M ING OR VOTE: _ �,.w.tn./. �f.11 nt Mme•• L.:P1 m I.UAI:I vmt, NUI J—jrIV :1I 1r1EAE 13:1.*•n� .vac NOT A PA OF rr"S APPIiWAL eLEn�iUrn. .ntiers am w .mra ..... WT"rIOU- Lor u-3►G = -ANOSS. FOR OPTIONAL LCATING do 3 11:, WOOD BUCKS ?T 4THER5 MUST BE ANCHC:ZW NCPERLY FIAN.^.ES SEE SHEEiS 2 a 'O TiAt■r'"13i ,sA.^S TO TF� STRUCTURE; T: ESE M DOW SYSTEMS I- Aires' SEM TESTED ANO AP'RO%'EO F-ZR SIGN P'.EsS r1? S VCr TO EXCEED T-aOSE IN THE nrern. o na.•1 wM*uAnAN r_NAWT 9f'C- N CN S.yTi' 1 OF • 1339 S -o z-m Uaa a..m.� - - f� va I JEW -iVEAI D rnt av rtes >me ALU!NIV'dk C IwArlF..= 1k>.TICN 4J in os... a. nesla • VS OMB D•aO .Iw... SM R0 8~M. eeft x U4F_NI' AOC"+J a I OF 6 A Z O • • • .. F+' .dV... . 3 t+ t-+ t. FROM :I WD 3i V �'^ Mme• a. • �w 6J y� a� a� FAX No. :3057160067 cs iv n �d Cw • . •.• . . . . . . . . . . Feb. 12:2007 02 4fi P7/11 .m m r � yy �, • � C V N wfts ILAf Q � 4 Z •� cs D �t F u ,c LL 3 ' •-•� � � � /�• A9H. `LSE.' '/4° IDL EIJB. Ig c< 1 t . S � � t � t:t' I ✓i 2X aLrZif Ev VIERS V " iy '= 2x LOYM BY CTIMS ,./C mpi. sHm spAcE rrc. RAMS S:2E as>a IJ4• MOO SHM SPACE :VP. T JGH OFMI G. C.S.Y. HORZWA: SEC-CH rY-. 12x MM VEM"G WE JAM 3J:E" s1:MgNFD �:r t1.C4: Sa'� rd�Eft.FY�S t7.iUi 1 1/2• Homo- ti 3 cuss' 0.5.0 m GLASS Dr ~ J IMPAIC- REWAVi GLAZING OETAA. =IAPL S.AMMAM GLOSS Roberto Lamm JELD —WEN. muz '�'aro+m orolslt �'.� FLLAQWt1N C rs�nn „vr ov n¢ GD . . . . . . . . .... .L r AND U:U/70,01 AAQ DRL ZMM kT . I— jr-pmr- 4 3 OF 6 ..... • .. .�.•.t • ....' • ' • �I • 0• 00• 0•• • •••••� 000 •••• 000 • • • • •i•• •••••• •••• •••• • � 0000 0000 • • •••••M 0000 0000•• ••••••.q •• • • IU • • � 0000•• 0000•• • • • LL 3 ' •-•� � � � /�• A9H. `LSE.' '/4° IDL EIJB. Ig c< 1 t . S � � t � t:t' I ✓i 2X aLrZif Ev VIERS V " iy '= 2x LOYM BY CTIMS ,./C mpi. sHm spAcE rrc. RAMS S:2E as>a IJ4• MOO SHM SPACE :VP. T JGH OFMI G. C.S.Y. HORZWA: SEC-CH rY-. 12x MM VEM"G WE JAM 3J:E" s1:MgNFD �:r t1.C4: Sa'� rd�Eft.FY�S t7.iUi 1 1/2• Homo- ti 3 cuss' 0.5.0 m GLASS Dr ~ J IMPAIC- REWAVi GLAZING OETAA. =IAPL S.AMMAM GLOSS Roberto Lamm JELD —WEN. muz '�'aro+m orolslt �'.� FLLAQWt1N C rs�nn „vr ov n¢ GD . . . . . . . . .... .L r AND U:U/70,01 AAQ DRL ZMM kT . I— jr-pmr- 4 3 OF 6 . 40 d4A19 4--�i SIDE JUS DETAJL "A" F3�1E CORNL- FASTENS -R DETAIL t i i 1 it . RECT SE- Fl CEr NINDOW CO STRIJC T OYV FRRAE ^O_K!;fRU"PON THE H. ?D AN? SELL 'NE4E CONST3UCTE'3 OF RNGM- JOIS."ED =1NE MEsAcUP!N'j 2.94° 44DE B" 1-22° :i=C. T:iE AhQIS WERE =1tGER- JOINT -r PINE ?&ASURING 2.54° WIDE BY 1.22" TKC4. AN DCTEEFL"JR °_:CTRUDE4 ALUItI:VUM FRAME CL40ING <<7?i A C.lDW' WALL l- 'CKhTwS SLII=PE'3 ON 'C THE N1O0? FRAME MEMBERS 1410 A 90' NOTCH 7 HER =31' EXTE iDM THE =R"I.VE Dri-PTrI TO 5.750' IFE c3C'0 ER COWERS: 'WERE Rl - A•L'D ATTAC4 S'I� -kilo 15 C-AJGE B" 2° LONG, NAILS. r-iE ua= -NDaS 4hat: A7TACHM TO - FIEF mr MEMBERS JS" EJEVLY SPACE 13 GAA;4_ 3Y 2° _ONG 4AILS (Se EN [7] AT T-:E '-00 ANC SU AND $] AT E4CF- wAMS). ALL 11000 FRAME £OR 4E S KRE Ma--;T'ED, BUTTED AND JOINED J ISN W s HREE (3) 7/16* CItOt1NG1 BY 2° = i $ GAUGE 1WRE S APLES. '_FIE . AJ 131INIUM CORNERS WERE L•ITER'-O'. AND JOI.WC US NG A CiiWE3- IN -P-ACE W.Osi C0:iNER KEY h1=AASWINo 1.33° iY 1.26 °. T-IE CRIMP CONSOM- OF PNO (2j OWLES PER SIDE W.Ti ONE D W-E BEING A 1/8° ACMSS F:CLE AT THE ST.L AND : w TO INJECT My 1-99 SUCOliE SEPiMir- AT T.r: :ORNER. THE JAIAM EMPLOYED R SOLID POE SCREEN STOP 2.14° AIDE BY 0.56" r-RCK THAT WAS Ai ACHE,- US04G Six (6) 15 GAU-4E -i /4° F.rtisLS_ O phtlie • • ... • • •• -n •. • • N L a",o$ j ELD -WEN WINDOWS AW9. DQORS s s _ s s � s s • _ _ Dt4151 6e myo vm. 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NS A �1� l VOORS • • ' - ;��; �' - j � AM SS+ Bi&MKF 3a,y M ,x- e•ta. s eENe eM, or • W or e • Z:M CA D WOOD CA 1 •W0 %' • t s ras Loy, � i ^Pie Nrk aR'PC.Ar' =/40 n • 5 t m ISB SI" N. •. - $1 • BkS+61m1 037E 31r w 311.M— � • • a �JF • N i . t •••••• • • .0000•• • N••••• • ••••• • • 00% • x• L� • 0000 • • '0 N N SIDEAO BCT-OW RA I i• ■ . =er I NOTE CASEMENT OPERATORS SHOM AT DEMISED SCALl. STILE SOE J" ' e 1 : 1. gober'a Imo• m Al D— 71M lAq n. w aocf. �mwaativ a�ws.on: e r e ° AURAIFAJLI MAO a'G :LIC geaq./ am.v. aiae4 o.l�l 6L ISiS CayOK! Ste. wHa L'ZS n: .. cn ammaE et ,,.,z B°ai°edg1J Eb+bo ,.ma. a.. anaafs� *a ,m.xi E§� 4\). ...... pip60• .� sz • ... •+hMCrJ1�• •: •0006• 06 • '•• C1£ 151 •• • . • 1� 3 CF6fj • • 3 • • 600 • •0006• 60 N N r COUNTY BUQ.DINGCOD$ COMIUMCB OFFICEMM) PRODUCT CONTROL DIVISION . . ... . . . ... .. .. . . . .... . . . . . . . . . . . . ....... .... .. . . . . . . . . . . . . . .. . . . . WWgJ)ADZ 0QVNt7.1WR1QA : NMO -DADS R AGLER BURRING 140 WBST n AGU3t STREQT, SUrrE 1603 NOTICE OF ACCEPTANCE (NOA)'• PGT Industries 1070 Technology Drive Nokomis, FL 3427 Scom. This NOA is bang issued under the applicable mles 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 (AM. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division On Miami Dade County) and/or the AM (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 pmform in the accepted manner, the manuficturer will incur the expense of such testing and the AM may immedtaWy revoke, modify, or suspend the use of such product or material within drain 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 its of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: 1"x Std. Wafl Aluminum Tube ClippedMullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets I through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E„ dated 04128100, with last revision on 05130106, bearing the Miami-Dade, County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by die Miami Dade County Product Control Division. MISSILE IMPACT RATING: Lap and Small Misfile Impact LABELING: Each unit shall bear a permanent label with the mane factarees name or logo, city, state and following smtoment: "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.. TERMIIVATION of this NOA will occur after the expiration date or if time 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 Waniaate 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 uses' by the manufacturer or its distributors and shall be available for inspection at die job site at the request of the Buiilding Official. This NOA revises and renews NOA # 04. 0528.04 and, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P F'. Aft Mae er� �•��'� FxphvAonDate: June 28,2011 foPfte x$ 01. Ampoval Data J* 1 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• PGT Industries • • • ' • ' • ' • . ...... ... . . ...... . . . . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • :00 •• A. DRAWINGS • • • •• . • • 1. Manufacturer's die drawings and sections. 0 0 0 * 0 0' • 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STi3� Wall,'Elevadons "' " Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28/40, with last revision on 05130/06, signed and sealed by Robert L. Clark, P L. B. L Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201-94 3) Cyclic Loading Test, per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a 1x 2 x std wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-2902, dated 01105/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 4528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a lx 4 z std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01105101, signed and sealed by Antonio. Acevedo, P.E. "SubmWed under NOA# 0"52&44" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile .Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test,.per FBC, TAS 203-94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x 3/" wall vertical mullion and a 2 x 6' x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F11-2975, dated 01/23 101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04452804" C- CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with MC-2004, prepared by PGT Industries, dated 05/30106, signed and sealed by Robert L. Clark, P.E. Jaime D. n, ML ChK Product Control Division NOA No 06-0125.06 Espikattan Daate: ,Tame 2 3, 2011 Approval Date: July 20, 2006 E -1 .... . ...... . . . . . . . . . . . • . • : : •• PGT Industries ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITD:.:: �:: •: • • . : • • . . . • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Topcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G OTHER L Notice of Acceptance No.04- 0528.04, issued to POT Industries for P x Std. Wall - Aluminum Tube Clipped Mullions, dated 07108/04 and expiring on 06/28/06. jdm D. Gasoan, .L. Cbtief, Product Control Division NOA No 06.0125.06 Eq ratonDatw June 28, 2011 Approval Date: July 20,206 E -2 ANCHORS DETAIL 'D A^- AS PAM AT nn j ANCHORS DEI DETAIL A ANCHORS DETAIL 181, &/ w __ A_. IT - /l17 TTOMS "CA MULLIONS W - W1+W2 f2). WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TAB Z ON PAGE 5 MAX OPENING - W OR Wl+W2 MULL Lawli - H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TQ , 9 • wm I TO NE USED imy WITH PGT INDUSTRIES Peoug_ ELCO TEXTRON N0 04- 0721.01, 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION v. AOM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE UDWS OF THE FLORIDA BUILDING CODE; 2004 EDITION FOR THE HIGH VELOCITY � a6 HURRICANE ZONE (HVHZ). 6 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE. L r+E 9 1La !I I ' , ,� ALUM P.4 wx is" A +. a 3W4 MULLS i C-AW MWOMM ol 0000 9866•. RD WALLP TUBE 00. 'i�t NTS law, -YLI H - Hl +H2 W W +W2 +W3 (2) WINDOWS MULLED H = H1 +H2 ,W /ONE ABOVE MULTIPLE WINDOWS MULLED FOR DEIFRMlNWO MAX ALLOWABLE W /O NE ABOVE DEM Plti'MW SEE rmis FOR DEiERUMM UW ALLOWABLE ON PAGE 5 DESIGN PRESSURE SEE TABLES MI) MAX OfflWO - H OR Hl+H2 ON PAGE 5 MULL LENGTH - W OR W1+02 M3) MAX OPEMNG - H OR H1 +H2 M2) MAX OPENING - W OR W1 +02 MULL LENGTH - W OR Wl+W2+W3 MULL LENGTH a HI M4) MAX OPENING - Wl+W2 OR W2 +W3 fim MULL LEIS H - HI 1. THE 33 1 /JX STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SHEETS 2, 3 AND 5. 2. WNDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF J. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS Ot66220 4 REFEMNCE - TEST REPORTS- FTL -2902, 2903• Al D 2975 "CA MULLIONS W - W1+W2 f2). WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TAB Z ON PAGE 5 MAX OPENING - W OR Wl+W2 MULL Lawli - H FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TQ , 9 • wm I TO NE USED imy WITH PGT INDUSTRIES Peoug_ ELCO TEXTRON N0 04- 0721.01, 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION v. AOM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE UDWS OF THE FLORIDA BUILDING CODE; 2004 EDITION FOR THE HIGH VELOCITY � a6 HURRICANE ZONE (HVHZ). 6 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS TO THE STRUCTURE. L r+E 9 1La !I I ' , ,� ALUM P.4 wx is" A +. a 3W4 MULLS i C-AW MWOMM ol 0000 9866•. RD WALLP TUBE 00. 'i�t NTS law, -YLI 6666.. • 0660•. 0600• 0600 0006• 0000 00:00 4 TleAj MULLION • • Ot66220 POT Ix MULU f" 2" OR 4" 112 FH SMS 112 FN SMS 1" MULL. 11" OP ®SER SIDS POT Ix MULLIO 1 ° 2" OR 4" STAGGERED ON OPPOSITE SIDES MULLION CUP. C1T (SO AS NOT TO (SO AS NOT TO FIANGS TO FORM OFF CUP MIAf. fic, ^ IM7 RFERE, WITH WOOD BUCK EACH EACH OTHER) REMOVED TO i� K i MIN. "U" CHANNEL AND ® ` SEE Nam 3 CONCRETE f — — SEE NOTE 3 INSTALL AS SHOWN(1YP MASONRYANCHOR )1" _ _ I )1�SCiYP rSEE NOTES 1 do 3 POT lx MULLION FOR I' MULL 112 SCREW, -- SEE NOTE 3 . SEE 2 FH SMS STAGGERED OPPOSITE SIDE'S (SO NOT TO INTERFERE N EACH OTHER) E NOTE 3 F NOTES 2 & 3 "`•° ••y <•.r, ..• ';••�L. '.`t.r.t.. •:��• •'!•'e• POT 1x T10 CAL MLn►►ON TO STRUCTURE' WITH bLQ WOOD BUCK DETAIL -9- 1. FOR CONCRETE APPUCATTONS IN MIAMI –DAVE COUNTY, USE ONLY M/AMl –DADE L C"TY APPROVED ELCO 114" TAPCONS OR 114" SS4 CRETE- -FLEX MASONRY SEE ANCHORS MINIMUM DISTANCE FROM CENTER OF ANCHORS 70 CONCRETE EDGE NOT_ E f. IS 2 112 "• MIN. EMBEDMENT TAPCONS 1 114 ". CRETE–FLEX 1 3/4" j 2. FOR WOOD APPUCATIONS USE 112 SCREWS. ELCO 114" TAPCONS OR 114" SS4 CRETE–FLEX MASONRY ANCHORS MIN. EMBEDMENT 1 112m 3. ANCHOR FAIBEDMENT TO BASE MATERW SHALL BE BEYOND WALL DRESSING OR 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR NO EE�1 tj' ,�' : • >�:' a r' TYR r.4L MULLION TO STRUCTURE WITH W9 W- BUCK FROM NC DETAIL "C" 2" OR 4" jF12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) MIN. -- SEE NOTE 3 �• TO BE USED ONLY WITH POT INDUSTRIES PBQ L SEE .K. 3 OB NOT£ 1 LOC47YONS SEE SHEET 3 QUANTITY OF PINNING SCREWS FOR MULL –TO –CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP –TO– OPENING OF 2 SCREWS 5. ( - QUANTITY OF HORS)• SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION .ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SUE AND j ® PRESSURE REQUIRED FOR YOUR SPECIRC APPLICr471ON. ANCHORING OR LOADING SAS CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ALL STEEL IN CONTACT 447TH ALUMINUM TO BE PAINTED OR PLATED. Robed L .E. P 6. REFERENCE TEST REPORTS. FTL -2902, 2903 AND 2975. J ANCHOR, SEE NOTES 1 do 3 I 1 ) . M u• . � , xc �c : err• r� i�7i'3.f►� 0000•• 0 0000• •0 • 0 • •• 0 9 • .0000 •••• • . 0000 411&4- DETAIL • • • ILOON • •• D ••6220 • 0 • TO BE USED ONLY WITH POT INDUSTRIES PBQ .K. 3 OB A :1.4 5 -�- F� 8 PTil 14'7281W: 000' 0000•• 1 STD. WALL CLI,R'WST) MKWAX FL 3Q" ALUMINUM TUBE WPM s� MUDS N; NTS °* 1 r• of.9, P.O. m 1328 MKOW FL $W4 r� i�7i'3.f►� 0000•• 0 0000• •0 • 0 • •• 0 9 • .0000 •••• • . 0000 411&4- DETAIL • • • ILOON • •• D ••6220 • 0 • 1 ".MULL CLIP (CLIP TO OPENING) EXTRUSION DWG 11099 ANAL SIZE I . t x2x f 8 1 1 if f8 i x s x 1/8 3 1i/18 L A/2 O+ iwx F A 0 1. • . •. •11 • r t I" MULL CUP W/TABS REMOVEa (CLIP TO MUu.) EXTRUSION DWG #1099 A/2 JMIN. A O ONE (Z) ANCHOR LOCATION IN. TYP. (3JEQ.SP.® �d (A -.1 JMIN. A O THREE (42 ANCHOR LOCATIONS NQTBS: TO BE USED WITH PGT INDUSTRIES P ' 1. QUANTl1Y OF ANCHORS SHOWN ARE FOR —l=Y F. OB -fW an ltA6•S►fF • • • • • • • • • PICTORW. REPRESENlA7/ON ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLE4SE REFER TO CHARTS f AND 2 ON SHEET & FIND THE CORRECT MULL SIZE' AND PRESSURE F. 5f� /OB -JPfY • . • • • • • • • • ...... • • • • • • • • • REQUIRED FOR YOUR SPECIFIC APPUCATIOAA J. 4728/00 .... 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION iz� 1STp. WALL ANGi�ILiR' LOCA IU SHOWN AS MAX a� ' ALUMINUM TUBE C lA MULLION • s REFERENCE TEST REPORTS: FrL -zso2, 2sD3 AND zs7� P.� BQ1T T8?9 Pi W12 P rxxcoM a isms sbvcww Saatn I Mutts NTS 3 : .5'. • SQQb • � • D i (rYP) 4 i W...Crliss.n. e.esr..w ftaw-d-lax jr 1x STQ WALL MULLS MAM 6063 -T6 .,,w.. TO BE- USED PALY W/WH PGT INDUSTRIES PR DUCTS • • .' t 08 -hr0 578 OB -NO Af7i�T •..• s•.•. • M MAD I •••• • �a 11- STD. WALL,M • • • • PROFR�'S • • • • NOTE• lift • ..... ' ALUMINUM TUBE 9LW D MULLION • 1. REFERENCE n3r REPORT FR -2902, 2903 AND 2975 P.E. PA am Mn �� X °°�:'w' • 0 D swat tt sus - 1x23"425 ANCHOR QTY. a TYP, ANCHOR 60 TO 1 80 90 100 11 120 130. 160 CUP TO OPEMNG (2) A (2) B (2) A (2) B (2) A (2) B (2) A 1(2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CUP MULL (1) B 0) B (1)s 0) B (1) B 0) B (1) B 0) B (1) B (1) B W Z .. 42 48 50. 54 60 63 68 78 T8 129 115 107 104 1103 1 103 103 103 11031103. 83 73-67 63 1 51 61 61 61 1 61 61 70 61 55 62 50 49 49 49 1 49 49 57 49 44 41 39 38 38 1 38 38 38 41 35 31 29 27 26 25 25 25 25 35 3D 27 24 23 22 21. 20 20 2D 30 • 28 23 21 19 16 18 17 17 17 20 17 20 17 15 18 15 - - _ - - CHART 2. • 4x43.125 QTY. a TYP, ANCHOR OPENING WIMH IN INCHES 80 60 70 8o 90 100 1 110 120 130 160 CUP TO OP19 (2) A (4) B (2) A (4) B (2) A. (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B CUP TO M13.1. � 8 (3) B (3) B (3) B (3) B (3) B (3) B (3) 8 (3) B (3) B 42"IC+is ,' M'> M LM � ELLM Iii Vertical Mull Afum �ength Multiple Mulled units Horizontal Mull 1.7 mug 00 Opening Width .NOTES ra► mdasewe 1. MAXIMUM ALLOWABLE PRESSURE IN PSF.+ 2. DESIGN IS SASED ON OPENING WOW FOR MULTIPLE UNITS, CONSIDER ONLY TWO AOJACENT UNITS AT A TIME SEE SHEET I. J. REFERENCE TEST REPORT F7L-2902, 2903 AND 2975 4. ANCHOR TYPES. A. ELCO 114" TAPCONS. EMBED. (1 114") OR 114" SS4 CRETE —FLEK EMBED. (1 314") 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. : •..; 6 TO BE USED ONLY WITH POT INDUSTRIES PROD C .. �. F. - MARIfED Ai4N 0 • • �.-. P.J.P. 4 28 QO • ob I STD. WALL ECr E CHARTS 1 • ALUMINUM iIJBE EMfD ML%L ON •• P.O. am fm Ome9g /b. ` � Ps NOMOM a JW4 Mutts NTS a 5' • • • 20 • • •Q• �f 1 1 } i S Y} �"^ r,.;' "i'r � �::� �� - r: xw � �; �� , � � jam, Vy,�t • I a�r� � �,,�, , e r✓. _,�.- " „-c i '.� I , j Z �t ,t ,i ;� O:t ' t f t ym .._ , ,...p _ ..,_ _._ IZ iI�r Vj ID ✓ 1 � ^ `.•-- r�" ---•� ^',..,tea { % �'� �. :. � i f try �. � .i �� .• �+ , , s _ t -7 ` f � Y r JIM r .l. � I � � � � -� � � "� '2,,, '?C � � �� ;�i. , , � 7 (.V tom-. ' �� • '• f t a bh � tom, ' �--+^ •' � r � t t � a • - 1 t i �� ' _ ff Zell y 41 4." � �� •mow. t t � �f t,`lt '"�- is 1" '•r' `. '!„� - - .. ..,t, t _ -- --. :a4 ".,y ..�2.... 1., a.••� .,+:. . K:r i73 -,,°! Qty �''.'' t• mil _. `ry_ .,,,r . _• ,� C o Ad f , •.,..-..,__..._ s._,.._..__.._._..___..._..-....:._..__... ..,._--- _- .y�,,,,,,r..►+.w.n.,i b,�,,,,.K;•k•'x»a.- . +•e•,•.,ww ra .,- ;.,°ss�,•.u...rx 1, a. _�.". CA "A6 NEEDS DRAWINGS BY ENGINEER OR ARCHITECT FOR WINDOW ALTERATIONS, PLUMBING PERMIT REQUIRED FOR BATHROOM FIXTURES REPLACEMENT. c% `D RMITAPPLICATION FOR MIAMI SHORES VILLAGE D Job Address 4 Tax Folio .� Lxgal Description lf1 l lcia n, � n jsto ' tod: Yes No Owner/L,essee /Tenant -f Master Permit # Owner's Address y / A/ /U Z S� !�%• ��4'� Phony Yom Contracting _ Address V �- � Phone state # Municipal # Competency # Ins. CO, ` ArclutealEngineer, Bonding Cerny % Address f Mortgagor J Address Permit Type (circle one): BUILDING ELECTRICAIL PLUMBING MECHANICAL ROO G PAVING nNCZ -TGN' WORK DESCRIPTION, 1 t. Square Ft. Estimated Cost (value) WARNING TO OWNER; YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAHAMII! TO DO-SO K*Y RU=TV YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN F NAG, CONSULT WIM YOUR ' OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obpam a permit to do wok and installation as indicated above, and on the attached addendum (if app � I ccrt 64 all wort will be perfumed to meet the staikdards of all laws regulating construction in this jurisdiction. I understand that separate permits are for Itl�CAI, PLUMBING, SIGNS, POOLS, POOFM and MECHANICAL WORK. OWNERS AFFIDAVIT: I certio that all the foregoing information is accurate and that all work will be done in complianw with an b construction and zoning. Furthermore, I authmize the above -named contractor to do the vamEk stated. 'Si o and/or Condo President gate 424 CLeiMioi or Ovvorer --Btn klea Notary as to O%nei–amTor Condo President Date as or -$ D a My Commission Expires: My C Expires: ,•¢, Cecilia D. Romer ©t1g4 'sCsanminion # CC 787370 b EVires WX 27, 2002 NM ' A7${ t BONDED ATLANTIC BONDING CO.. INC. : . Y CplatM� , FEES: PERMIT RADON C.C.F. NOTARY APPROVED: TOTAL DUE Mechanical _ _ Plumbing Structural E*—,I'X 0 1 sa,0 0 t2"4 ;. ,.- 0 U 0) C 0 U) a) a) W i TI Structural Design, Inc_ 9595 N. Kendall Dr. Suite 209 • Miami, Florida 33176 • Tel: (305) 595 -8965 • Fax: (305) 595 -8966 DATE: JOB NAME: JOB NUMBER: PREPAIRED BY: GLAZING CALCULATION May 14, 2001 Howell Residence 01 -127 Alireza Lotfi DESIGN CRITERIA: • Wind loads as per ASCE 7 -93/88 • Fiber stresses for aluminum extrusions: Fb = .75 Fy • Maximum deflection = L /180 NOTES: 1) Contractor to verify all dimensions. 2) For permits obtained after September 1994, Shutters shall be provided. 3) S.D.I. will not be responsible for site inspections or installation of these windows. STRUCTURAL DESIGN, INC. 9595 N. KEDALL DR. STE #209 Miami, Florida 33176 (305) -595 -8965 9595 N. KENDALL DR. Phone: (305)- 595 -8965 SUITE #209 Fax: (305) - 595 -8966 MIAMI, FLORIDA 33176 Project YOWELG 'ee515. I Calculated by A-2-- Date rj/ 14 /0 Job # Q — (� Sheet ' of ( Checked by F. Date S i r NOTE1 CONNECTIONS AS PER PRODUCT APPROVALLS STRUCTURAL DESIGN, INC. v 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : UP GRADE RENOVATIONS, INC. /HOWELL RES. JOB NUMBER 01 -127 DATE : 05-14 -2001 DESCRIPTION CASEMENT 24x72 * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 12.5 FT Kh = 0.801 DISTANCE, Z = 10.0 FT Kz = 0.801 WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.381 1.381 GCp ( -) -1.481 -1.958 PRESSURE (PSF) 44.6 44.6 SUCTION (PSF) -47.4 -60.4 + a 4 5 qh = 27.4 PSF qz = 27.4 PSF 6A PAC(-rY= t da psi' �EE5HT.4% P = gh(GCp) - gh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 56.0 FT CORNER DISTANCE, A = 5.0'FT Far. rokh Ryasekhi, P.E. Consulting Struct. E' ngineer Structured Design, Ina. FL. Registration #38001 STRUCTURAL DESIGN, INC. 1� 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : UP GRADE RENOVATIONS, INC. /HOWELL RES. JOB NUMBER 01 -127 DATE : 05- 14-2001 DESCRIPTION FIXED 24x72 ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 12.5 FT Kh = 0.801 DISTANCE, Z = 10.0 FT Kz = 0.801 WALL WIND LOADS PSF WALL AREA 4 5 GCp ( +) 1.381 1.381 GCp ( -) -1.481 -1.958 PRESSURE (PSF) 44.6 44.6 SUCTION (PSF) -47.4 -60.4 a 4 5 qh = 27.4 PSF qz = 27.4 PSF G�4PA �lTY = �o Csr C ,V/11" SEE SHT 5) P = gh(GCp) - gh(GCpiI GCpi = ± 0.25 BUILDING WIDTH = 56.0 FT CORNER DISTANCE, A = 5.0 FT ON VA LIL-10OW-0 Farro ekhi, P.E. Consulting Struct. Engineer Structural ]Design, Inc. FL. Regietratiion #38001 i STRUCTURAL DESIGN, INC. 9595 N. KENDALL DR., STE. 209 MIAMI, FL 33176 (305)595 -8965 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : UP GRADE RENOVATIONS, INC. /HOWELL RES. JOB NUMBER 01 -127 DATE : 05 -14 -2001 DESCRIPTION MULLION 24x72 * ** DESIGN WIND LOADS - ASCE 7-93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 12.5 FT Kh = 0.801 DISTANCE, Z = 10.0 FT Kz = 0.801 WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.381 1.381 GCp ( -) -1.481 -1.958 PRESSURE (PSF) 44.6 44.6 SUCTION (PSF) -47.4 -60.4 a 4 5 qh = 27.4 PSF qz = 27.4 PSF (See s ff'f`s . e., I � 8) P = gh(GCp) - gh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 56.0 FT CORNER DISTANCE, A = 5.0 FT 1f e j Farrokh Raseed, P.E. Consulting Struct. Engineer Structural Design, Inc. FL. Registration #38001 7?' (' WITI I!_lill`NAIL II-LANt;l_ 'J SASII NIMGE IIP. IIN• L 0111 MM —11 13 2'AU' 111CN J CORWR SCC1 MN A- -,tw v A -I C 1. i",1) C 1*1 SA Sit INCH 016.10 _ ICI 1 SASII IN'l RA"Ia .11.91 AIMI SASII 1 0I06 3011a IRACO ~7 I _= Faun". ,_ /— -i i s n. ACSISJIA 1003 Aaf » »10 rRANC. cNlcom •]1I - •12] IP Irr I I I SASII (1114IISUIN 1 toll Rll,11 CLAD I AC-46 7143 It 15 AUININUM .019 Illicit COIcre — — — I I — IMA10: AC-10 ^ )fill. 604) AI tM11.M At LII, 1 S IEMVtq 1 AC -1S 10111-3/1' P 1 1 CIIRNINC I If,S Will AGl1 U p CIAO ►RAM MINI T AS LINH WAS' SA Sit INCH 016.10 _ ICI 1 SASII IN'l RA"Ia .11.91 AIMI SASII 1 0I06 3011a IRACO ~7 I _= Faun". ,_ /— -i i s n. ACSISJIA 1003 Aaf » »10 rRANC. cNlcom •]1I - •12] 1•t glMl t(q I IRAMC ACIfl I SI(MNt. I 2612• PIOLIIIi 111111 MI I V(1O0 SCREV AC -, -- Ac -2 —r.10111t1V 10111-3/1' P CIIRNINC I If,S Will AGl1 99 SILICIIM: CIAO ►RAM MINI 60' GLA711Ni MAIERIAL rN11d IL( 0 (II GIASSI AN MINE 1 /e• A1NIE ALEO GLASS I'L11t .060• /IRT[SI(q R, x111% 010' WAR PEI I' 11M Plitt 060• rMTLS1111 Poll" PLUS 1/9' AMIEAt(0 CA All 11111 RIIN1 JAM. Ar. 2 L AC - 1 11111.14 .011111111 1.114 - _13 —'. 0• IIP. IM CENICR —_' {1102.1/1• GALVANIICO SI:RI.VS IM I /i•N1• IAI•I:I11 A10.I01IRf ' 1' Ill• M MII• CIIRN A n(T 7/S'NI' VIRi. s1ArtE AC. -14 2i OM CLMILR 1003 Aaf » »10 rRANC. •]1I - •12] 1•t glMl t(q I I SI(MNt. I 2612• PIOLIIIi AtlA11MM MtU1 LMI 11111 I V(1O0 SCREV 10111-3/1' P I If,S Will T AS LINH WAS' _ - -— 1,16• ClI1SCD C(t I (IAM GAT»( I IN •t 1 L S -1 1 C I I I LlI\ J, V(N10 IRA /K JIUMI �3/01.r GO 11 via( DESIGN WINI)I/ s IAI'LES {/ I HAD / KEY IIVEO It APPADVEOe11 —1ILIECOI...\ 11EEIt 1EStH1O 6 E11O111EE11111O COLIPARY IlmIIY(7611,S1REEI,SIE.III YtAUi• EEORIOA 37161 WAI.TGn A. I ILLIT in., P.E. SIIWCIMIAE.E 101?frifl1 T'1 11r• /lr'1 A11 r,I $.r.1.t 1111':4 i "``:1''S�L'•'N (� 1,; �1J1(ItiY (C�LI� 1'I.:i•i (- I.1':,I NIa I11'I.S N:f 00011111: °. Cbd( Cd61ft6IXE Olt PRIMIXA, CIAI1 CASDIFM .11111 IRACKIIH1 I I�AtHWACII I R• 1411/1 V1111111V 1:11__— -- 114AVII IIY• 11.11 G' IIA1Ct 11-14-91 - - -- -- IIRAVIHII N CC -1 POZZI WINDOW COMPANY ALUM04 -1161 CLAD WOOD 1MNDC WS FDCED FRAME DIRECT SET SERIES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILOINGI CODE 1994 EDITION FOR M"I -DADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED. S. FOR DESIGN PRESSURE RATING SEE CHART THIS PAGE: (Common to all conditions) IDad Frame_Co 3101 tion: The wood frame is 1.21875" x 261 Ponderosa P/ne. The corners are aped„ butted d seofed. Each corner is fastened with (2� 1.5 L x .375' W. staples and (1 corner kqy. A wood frame extension of Ponderoso Pine 6875 x 1.375 is attached to the head. sill and Jambs on the interior with 1590. x 2' L finish nails. I (ymtnum Claddino: Custom extrusions of 6063 -T5 aluminum 1.916' x 2.023' x .055' thk. wall IndQX_i;jzn1j0XAj= The aluminum cladding is tongue and move fit to h ood ((tome with mittered comers and �a Ur sd with �2f 6 x 2 screws QQer corner. it is secured to the wood frame with .375' W. x T- L wire staples spaced at 24' O.C. An aluminum dripeop /noiling flange is snap fitted to the head of the window and a PVC nailing flange is snap fitted to the jambs and sill. ltazina Method; The interior and exterior ore both glazed with .125' x .5 glazing tape and Dow Coming 1199. The interior side has o wood gloss stop attached to the frame with iS9o. x 1.25 finish nails at 2 in from the eoeners and \ 12 O.C. TABLE OF CONTENTS SHEET DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATION RATING PSF VERTICAL CROSS SECTION B.O.M k COMPON NTS 3 HO S TI GLAZI DETAIL N 4 ANCHORING L TI NS k AILS 62.69' W /NAILING FLANGE 60' OVERALL FRAME WIDTH W u 56.168" MAX. O.L.O. o x J ? W ° 3 3 o � o, LL� o R -TAN • F At t MODELS 2 44.69" W /NAILING ED 42" OVERALL FLANGE FROM Bt- HEWTH XTERI0R r WIDTH 48yOEVER�ALL _ WID 44.168' MAX. O.L.O. i �STOR TOP E _ 48' OVERALL _ FRAME WIDTH DESIGN PRESSURE RATING ALL MODELS SHOWN F- W GLASS TYPE AND THICKNESS I RATING PSF U 3v ° 44.168' MAX. + 46.3 PSF - 46.3 PSF 1/2' LAM. ANNEALED GLASS d D.L.O. ° 38.168' J �i MAX. D.L.O. } v 3 3 / q A r\ is LL --jj } �n1 1 rs c rDP 2 2 DESIGN PRESSURE RATING ALL MODELS SHOWN DESIGN PRESSURE GLASS TYPE AND THICKNESS DAYLIGHT OPNC. RATING PSF 35.01 TO 45.7 SO. FT. + 46.3 PSF - 46.3 PSF 1/2' LAM. ANNEALED GLASS 0.0 TO 35.0 SO. FT. + 60.0 PSF - 60.0 PSF t /2' LAM. ANNEALED GLASS 318 LAM. ANNEALED GLASS 0.0 TO 22.5 SO. FT. + 60.0 PSF - 60.0 SF FLANGE S2 d = J ° W 2 3 v N I 3 \ ii fV � aI a� Ia b a� m 50.69" W / NA)LING FLANGE C) x La J O O1 b b q G Z l 0 L)or' o, L) 3<Z O 0 C3 0 04 CC) CC) , 0 Or- 3_NNmO d 00 Z O N LLJ = atom a. 3 i 2 t u S r V W euLO..e 000LOLTMrti we e11ea4 -Wl APPROVED AS COUKYING VATH THE SOUTH RJDAVA s KOMcoOE ' xxz: N.T. I 'Lpo7 ON& er•. P.I er o.c *n COUTROL ONISION oM.wa DU L COMPLIANCE OFFICE DS -1 ACCEPTANCE NO.4 O 6'03- stn 1 ar -Hl,",CW 6 Li- 441 5 SCALE: APPROVED BY: DRAWN BY C7 DATE: REVISED D �A 1 IIING NUMBER 173.0 )5f 0 313.6 3151 2951 27Si 2$5: 235. 215. 195 $ 175 135 'IS It! 9! 7! 5 3 Mull Clip Calculation/ 00 000 000 000 - MENEM —0 ,,Oro INEENE 1111115111 M MEN 'BEEN ME IN momm 130 SEEN - - -I 120 MEN - - - - - -� -�- -• +- - . r 1 _ - � ` �' -�•. -_ ♦ -1 \� � -i I:# t EMUME011011011111 IN M gm MMMM too MENNEN –90-64.000 i SEEM MEN "ONE MENEM MEMSEEN.MERIEE Mm ENE NOR MEMENMEMONE NONE Tl NIexEee► ME0 IN ME M O ONE ENE M ONE ME a ON _ a 01101101 ME ME _ - _ • _ _� • I _ ENE MEN NOME - I I - — 1 It " � z n n r g o – ¢� opt.1.6 Width 1. lath. v ( %t.tlt MUST bt aat►oted lop botto..t(5C.1 MUST be .mthtd 4"f— t.d t.d 11- O.C.) 1&0 V.mnrrn 0 --31 375 —X- -50625 - -Cry -56000 = -7e 000 --�- -60000 % 000 Ho Shim sp.- Mull Clip Calculations Sht. 2 of 3 / 9 MENEM —0 ,,Oro INEENE 1111115111 M MEN 'BEEN ME IN momm 130 SEEN IN 120 MEN EMUME011011011111 IN M gm MMMM too MENNEN –90-64.000 i SEEM MEN "ONE MENEM MEMSEEN.MERIEE Mm ENE NOR MEMENMEMONE NONE `3. NIexEee► ME0 IN ME M O ONE ENE M ONE ME a ON a 01101101 ME ME ENE MEN NOME Eiiiiii ° M w M■ ■SE ■iiiiiiiii�iiin�i� NNE MONEEM SOMME No MEN NONE 0 NONE MEN ENE ME ENE 0 OWN solo MIN III ME ONE ONEEMENEENNEENI MENEM ME MEN NONE MENEENNEIN 0 MEN NMI MEN OMEN MENESEENNIMEN M 91 ON ME MENEM V.mnrrn 0 --31 375 —X- -50625 - -Cry -56000 = -7e 000 --�- -60000 % 000 Ho Shim sp.- Mull Clip Calculations Sht. 2 of 3 / 9 60 \ 50 v 0�0 0 f Z1� „ i�S-•— do Farrokh w j•, P.E. Stuclural DeVgne Inca >o 12920 SW I Ave. MENEM —0 ,,Oro INEENE 1111115111 M MEN 'BEEN ME IN momm 130 SEEN IN 120 EMUME011011011111 IN gm too MENNEN –90-64.000 i SEEM MEN "ONE MENEM MEMSEEN.MERIEE Mm NOR MEMENMEMONE `3. NIexEee► 60 \ 50 v 0�0 0 f Z1� „ i�S-•— do Farrokh w j•, P.E. Stuclural DeVgne Inca >o 12920 SW I Ave. –O•- 26.000 –7[- 50.000 --6- 61.000 –X- 76.000 -o-9d o00 MWrd, • ` 33186 W. qM 4.tt Optd�[ WNtb Alai (iP Shl- Spam. • ti NOR M O ONE ENE M ME a a ME MWrd, • ` 33186 W. qM 4.tt Optd�[ WNtb Alai (iP Shl- Spam. • ti 200 HRV ��. ►. 4L1r'o r vrc aLajr -�. 6000 FIXED GLASS, AND • 1 1 2 " UIN. -•wwv JH, 4UU AI W, , , , Mv�c.�vn I u �'nuCTURE WITH 700 CASEMENT WOOD BUCK TO CONC. TYPE "B ". / • P. C. ORUL ON 1 " 10 F.H. S.LLS. J J 4 FOR 1a4 U ' 3) ONE SIOE r l • , .. •: � 2 J 4 OPPOSITE FOR tx2 ) ON OPPOSE . • (SO AS NOT TO ► IINI�RFERE WITH I I EACH OTHER.) j I S?" I I SEE NOTE /i. I 11 11 I I --------- j \ 1 I U 11 (� Q' 114 A AX. I I BUCK BOTH MULLS i I� E✓ r', E 1 BUCK i I 1 TYP. MULL CLIP 1x2 OR Ix4 , I T?P. MULLION ! ' t j i i 1 x2 OR 1,4 `• ' •• •' • I I 1 i TYP. WINDOW FRAME . I I I SH, ATW, 'iR, FC. � D G+ I NOTE: 10 F.N. S.M.S. (2) S.M.S. ARE NEEDED 2. ALL FASTENERS ANCHORING (3) FOR <" MULLION II II FOR EACH SIDE IN 2` MULLION MULL CUPS TO OPENING; (2j FOR 2` MULLION • — — SEE NOTE SPACE S.M.S. AS NOT TO MIN. 3/16" TAPCON x 1 112" d2. • '8 INTERFERE WITH EACH OTHER ON PENETRATION INTO CONC. OR • •'• . - ' OPPOSITE SIDES OF MULLION. BLOCK STRUCTURE. •,' E ALL FASTENERS SPACING IS SHOWN FOR 4" VULLION. MUST BE DADE COUNTY APPROVED. J 116" TAPCON 1 1 /2 ` MIN. PENETRATION. TYPICAL MULLION TO MULLION INSTALLATION TYPE "A ". APPROVED AS COMPLYING WITH THE TYPICAL MULLION TO STRUCTURE WITH WOOD souTx LORIDA BL'i } +s CODE P.G.r MULL►oh J.-3/4 FOR 1x4 I 'x2 OR 1x4 I " r j10 FL-► S..W.S. i 3 4 FoR 1x2 BUCK REMOVED FROM CONC. TYPE "C ". DA 1 ON OPPOSITE P.G.% MULLION FROOUCT CON 0: OIY!S;0 COI✓NicRSiNK FOR i I (SO AS NOT TO I 110 F.H. S.M.S. 3 3/ I FOR 1x4 110 F.H. S.M.S. I I IN- EPFEPE WTN I I 1x2 OR 1x4 1, (3) ONE SIDE BUILDING CGOE COMPLIANCE OFFICE (SEE' NOTE 12 1 I EACH OTHER.) I � \J.. � (2) ON OPPOSITE 1-1 -114 FOR 1x2 ACCEPTMCE ti0 �S-[�l 5,021 FOR QTY.) SEE .NOTE 12. � ---- - - - - -� (SO AS NOT TO II I INTERFERE WITH 1 WOOD BUCK I 1 EACH OTHER.) I I + !_) i 2 7 B" REMOVED TO i WOOD I I WOOD (SEE NOTE j/) 1 11 +— I�— G - - -�I CONC. SEf NOTE �1. i_-- _ - - - - -I BUCK MULL CUP t BOTH MULLS BUCK f t 2 1 18" I �� _ I I BOTH M� ULLS II 11 11 I _ � NOTES: ULLJON - P.. ' 1. CUT FLANGES OFF OF 110 F.H. S.M.S. - • •' . • . i , ,' MULL CUP T ' • . • - ' O FORMA (3) FOR 4` MULLION �- 'U`— CHANNEL AND (2) FOR 2' MULLION INSTALL AS SHOWN. SEE NOTE 12. NOTE: j10 F.H. S.M.S. ?. (2 S.M.S ARE NEEDED L (2) S.M.S. ARE NEEDED 2 ALL FAST1pVERS ANCHORING (3)•FOR 4' MULLION J. ALL FCUPSETO ANCHORING FOR EACH SIDE IN 2" MULLION MULL CUPS TO OPENING, (2) FOR 2` MULLION FOR EACH SIDE IN T MULLION MULL CUPS A OP x 10 1 2' � SPACE S.ALS AS NOT TO MIN. 3 16" TAPCON x 1 1/2` SEE NOTE j2. SPACE S.M.S. AS NOT O M/N. 3116" TAPCON x 1 � 1/2` /� INTD4FERE WITH EACH OTHER ON P�EXTION INTO CONC. OR OPPOSITE WIT}I EACH OTHER ON PENETRATION INTO CONC. OR f �Y,L�} ^fir OPPOSITE SIDES OF MULLON, BLOCK OPPOSITE SIDES OF MULLON BLOCK STRUCTURE ALL FASTENERS F>3rtold>t Raseidl►, '��' SPACING IS SHOWN FOR 4" MULLION. MUST BE ALL FASTENERS. SPACING IS SHOWN FOR 4" MULLION. MUST BE DI!tDE COUNTY APPROVED, S1rU:�1it8d U9:�Z �11C. LUIDE COUNTY APPROVED. DWG.1 M95 -02 12» sw 1 MULLION ANCHORING. CONDITIO: ' F• 080 SHEET J of 3 • 1211119S • `b i • - ANCHORS TYPE. Np :8 . oar" MULLION og GLAZING GLAZING H PRODUCT PRODUCT W1 W2 w (2) WINDOWS MULLED TOGETHER 10 Fi•i SMS MAX. 6 " FROM CORNERS A MAX. 24 " O. o SEE NOTE 1. f 6393 ANCHORS: W ANCHORS TYPE. A . TYPE. "q' .a" OR "C" " a " OR "C; GLAZING PRODUCT H2 TYP. MULLION H H1 GLAZING PRODUCT H2 = (W /2) (1) WINDOW MULLED WIONE ABOVE 1.364 5393 16393 19454 116393 A. T. W. -- x'219 NOTES: 1. (3) PER JAMB UP TO 38 3118_. (4) PER JAMB OVER 38 3�/8" UP TO 84': (5) PER JAMB OVER 84" UP TO 96' (6) PER JAMB OVER 96" TYP. 19,364 19454 �Z19 u p /637 I 10 FH SMS MAX. 6' FROM CORNERS AND A MAX. 24" O.C. SEE NOTE 1. I w 1--- __ w2 H2 (W /z) ,i_ WINDOWS MULLED W /ONE ABOVE ;¢`9364 6379 (9454 16379 116379 - 19 jf10 FH SMS MAX. 6" \ FROM CORNERS AND A MAX. 24" O.C. 1219 SEE -NOTE f 1. S. H. h102Zc �b ANCHORS: TYPE. A" 8" OR -c:, I 42 F _ w 1 W2 W3 --1 H2 = (W /2) (3) WINDOWS MULLED W/ONE ABOVE 110 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" or SEE NOTE / I , 1834; 9364 88342 hq9454 ,8342 8342 F. G. ,PPROrW AS COIAKYIRC wrrd 0228 x'9454 SOOT ORI C, r LNG E 910228 f r.:crncT CC. ROL Dror aUMPUING MDE CoUpLIACE o, SCCEPIMI;CE NO.1� 10 fN Sll/S MAX. 6" FROM CORNERS AND C.S. 910228 AMAX. 24" 0. C. SEE NOTE li.' Vib►.+.�ti�y _ la jt. /�l S— FM P DWG./ 195 -02 1 ON CONfC URg70, m ) SHEE T 1 of 3 ' X33105. <, 12/11/95 GLAZING PRODUCT H; TYP. MULLION GLAZING GLAZING H PRODUCT PRODUCT w 1--- __ w2 H2 (W /z) ,i_ WINDOWS MULLED W /ONE ABOVE ;¢`9364 6379 (9454 16379 116379 - 19 jf10 FH SMS MAX. 6" \ FROM CORNERS AND A MAX. 24" O.C. 1219 SEE -NOTE f 1. S. H. h102Zc �b ANCHORS: TYPE. A" 8" OR -c:, I 42 F _ w 1 W2 W3 --1 H2 = (W /2) (3) WINDOWS MULLED W/ONE ABOVE 110 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" or SEE NOTE / I , 1834; 9364 88342 hq9454 ,8342 8342 F. G. ,PPROrW AS COIAKYIRC wrrd 0228 x'9454 SOOT ORI C, r LNG E 910228 f r.:crncT CC. ROL Dror aUMPUING MDE CoUpLIACE o, SCCEPIMI;CE NO.1� 10 fN Sll/S MAX. 6" FROM CORNERS AND C.S. 910228 AMAX. 24" 0. C. SEE NOTE li.' Vib►.+.�ti�y _ la jt. /�l S— FM P DWG./ 195 -02 1 ON CONfC URg70, m ) SHEE T 1 of 3 ' X33105. <, 12/11/95 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date r Job Address J ++J:,�. Tax Folio Legal Description Historically Designated: Yes No Owneraxssee I Tenant nihj 44o ( Master Permit # °� 1677 Owner's Address N . 2�. IICS7 Phone Contracting Co. , f Address Qualifier o � o t C s'� SS# <� State # Municipal # Competency # Ins. Co. Architect/EngineerJ�2 -� 1 t"�'C Address �� ,' • f :" 1. Bonding Company' Address 1 Pr Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION `0 Square Ft �� ° " (p� Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYINO :TWICE FORI VIPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK, 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. Furthermore, I authorize the above - named contractor to do the work stated. ..i Signatureof Wtvna andkC Da e e of Contrh,,Lmt.✓�� Date , dl, otary as Owner and/or Condo President Date Notary as to Con actor or Owner - Builder ate My Commission Expires: My Commission Expires: IC T YS EAL j%I?1�1711!llll�rillilt Nll1 r *lT!!�!!lillJllll!! S FFICIAL � �iSQN t�Y Pis Emily M. Stansberry >' ALVIN B BRIE O FLORIDA Nomy Public. State of Florida N�pRY PUBUC N NO. CC67838� P Commission No. CC 358916 COIvAMISS EXP. SEPT 9 �I of Fle My Commissmn Expims OAld?/98; ; MY COMMISSION < I.OW3- NOTARY - FT, NoWy Sake R Boedir�Co. FEES: PERMIT RADON C.C.F. NOTARY BOND l 5 t t r TOTAL DU APPROVED:. -°-a --7 62, t0 Zoning / Building ` Electrical iJ r �N c ✓ }y Mechanical 'YCc t-V&LS FCC Plumbing � - Engineering j� _17A? -7 ..�_. �a. 'I / q11/ tk (r IogS7`. MIAMI SHORES VILLAGE BUILDING AND ZONING DEPARTMENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 756-8972 m mi l Copy of Y • ' FLORMA 752 1 r ON (1!•'::• ) oor ST 'Y RECISTRATION 11 DAD • • CONPEIENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S CCW (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCK -204, Construction Industry Notice of Election to be Exempt. 6 ` PLEASE SLWIT EVERYTHIM CHECKED OFF 1� Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized) . �✓ Two sets of plans/drawings siqned and sealed by registered architect or engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio nmd)er and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. • Substantial MWEavements Checklist (contractor or owner). Two sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). DARE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carports, screen enclosures, shutters awnings, skylights, french doors and etc. Approvals from HRS, DADE Comity pact Fee Section, Fire Department Health Department (when applicable). Warranty Deed or Other Proof of Ownership if necessary. Structures] Review fee S't ISTI�� F-eZ-R- Me--ZZ� it - -- Flood Elevation ✓ _ eel, 8-, kA-1 . NO C � V s 'L HI `?? SHORES GI =r AGE 3UILDIVG DE?:�QT_1YT p!jAINIS _: AMINATION SFIELT JOB S_r : 14-+1 lVe !di, Sf. ��owel /� DATE: ? 'Z'-f?E o' R I Etr . BY: !i - ------- - - - - - - - - - - - - - - - - - - - - - - - - - - ODE SECTION I °3GE LOCATIOv CO -.'Lv,2NTS 2 x s, Led�,er 4c�e s 1 te4 - "Cor 6 lock " bolll"*y ts�o be- 4 sc�li'd r-&nc.rel=e — ir' d/vek, GcI� be y 1l�� t shw leg w&0 .. w � �e r S�iut n.� fGce cc pGVVtS . R11 new y l-tpil 4 �e, pea - f ec 4ed by r�- te rs • St4kvn4 Pro d u c � ►�,- o -Wc+.� S AK n ems' of i4,1. skc Hers. e dU IFVVi et Kd- re eea�► f� e.csf rn� . L ,. f w 7 A,V= SCORES VILLAGE BUILD, VG DEP3.RT-M NT PLANS E- =•`CN TI0V SHELT JOB SI =: 4 < 6 p csl DATE: a, I TYPE OF _ Evi v . �° BY: OODE SEC= =ON PAGE LOCATION CO:V.ENTS t � . u m 61 T egew Grimm t fi{I l &. 4 4, a- dry, D r ��- , J`0 R v o� i� 3 BOUNDARY SURVEY N s.1 7.7 Coe Srrq. c.8.,r:,. LIE r-ey, Qs, Idd t N _� taivlTS �_y v WOOD Per, � F.N ,Q r Fi tii s ON L we rj MA IJAG ' o 'h E.GSE MEti1' J`0 R v o� tile-, t 02 "d "VT, i� 3 •i N s.1 7.7 Coe Srrq. c.8.,r:,. LIE r-ey, Qs, Idd t v O F.E. ,Q r tile-, t 02 "d "VT, i� 3 ' 7.7 Coe Srrq. c.8.,r:,. ►9 r-ey, Qs, Idd t v O F.E. O o o N � O ... 0 Z 20.4 -f v �s 4 �g.o' �a.� w' C U tJ.P StS�S 4F �,EL�,+.1G5) N tile-, t 02 "d "VT, UPGRADE RENOVATIONS,INC. 5959433 P.03 NOTICS OF COMMENCEMENT A,RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. — STATE OF FLORIDA: COUNTY OF DADE: TAX FOLIO NO. / v •• L — �/ �? 97F't` 95523 1997 DEC 31 12 =G9 THE UNDERSIGNED hereby gnres noties that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the toQowing information its provided in this Notice of commencement. 1. Legal description of property and street address: °- 2 / w 2. Description of improvement: 3.Owner(s) name and address: 4M I -.OF -GAL interest in property: �'' � ' Name and address of fee simple titleholder: e LC 7 /PA 4-. 4. Contractor's name and address: G ova v° A S. Surety.(payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6_ Lender's name and address: i" id 7. Persons Persons within the State of Flo designatner upon whom n� o�,r other documents may be served as provided by Section 713.1Z(1)(a)7., Florida statutes. , Name and address: 8_ In addition to himself. Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b). Florida tatute ° Name and address: g. Expiration date of !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a rani UW"Vra 1,440 - - - Sworn to and subscribed before me this day of • 19 n j�/dz -S Address: j`�y� � .. Notary Public STATE OF FLORIDA ' ki, ! , COUNTY OF DADE t' f>I Y CERTIFY that this is a t�ropy of the 1 toy ina it in this ff 11 o . o ice on do of °�ytr? N. A, . V TNES my ""'lard f'iciol Seol. N, RUVI tryM ; 9y o •tcuito dCounty.Coorf, D.C. * L'av q �`, 'METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA ® METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Pella Corporation 102 Main Street Pella, IA 50219 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (3057 375 -2902 FAX (3057 372 -6339 Your application for Product Approval of: Aluminum Clad Wood Outswing Casement Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, For listing see Section 8 of this Notice of Acceptance- has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 95-0914.07 /�///4e-D Expires:01 /04/99 Itad Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Cliarles anger, . Director Building Code Compliance Dept:. Approved: 01/04/96 4- Metropolitan Dade County 1. DESCRIP110N OE IMIT 1.1 This approves a wood outswing casement window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Mo_dgl Designation Aluminum Clad Wood Out - Swinging Casement Window 1.3 Overall Vie: 2'5" wide by 6' 1" high by 5 -1/4" deep 1.4 Configuration: X 1.5 NQ. &,fie of Panels: The operable panel measures 2'3" wide by 5' 11" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Panel Material: Wood 2.2 GIazin : Three glazing options described as follows: 2.2.1 Designer Classic: Glazing Material: The panel uses a nominal 5/8" insulating glass unit fabricated from two nominal 1/8" tempered sheets and a desiccant - filled spacer system. Glazing Method: Groove - glazed againgt a continuous back- bedding of butyl rubber. 2.2.2 Smart -Sash II Glazing Material: The panel utilizes a nominal 1/8" tempered glass with an independently glazed removable panel on the interior, also containing a nominal 1/8" tempered lite, with 4 resulting air space of 1- 5116 ". This air space is vented. to the exterior through four breather holes located on tho stiles, 1 -1/2" below the top rail and 1 -1/2" above the bottom rail„ Glazing Method: The exterior prime lite is stop - glazed against a continuous bead of silicone. Eight PVC glazing locaters, two on each panel member, are used to secure the glazing. Each locator is locked under the pine glass stop and secured with silicone and wrapped around the exterior surface of the glazing. The removable panel is groove - glazed into a roll- formed aluminum frame against a continuous bead of polyurethane. Each corner - of the aluminum frame is secured with a stamped galvanized steel corner lock and sealed with silicone. An extruded vinyl bulb gasket is used on the exterior surface of the aluminum frame. Each removable panel is installed into the door panel with fourteen stamped aluminum cam -type clips which are locked into slots into the wood- panel kerf, .five on each vertical member and two on each horizontal member. 2.23 Smart -Sash III Glazing Materialz The panel utilizes a nominal 5/8" insulating glass fabricated from two nominal 1/8" tempered sheets and a desiicant- filled spacer system, an independently glazed removable panel containing a nominal 1/8" tempered sheet is used on the interior with a resulting air space of 13/16 ". This air space is vented to the exterior through four breather holes located on the stiles, l -1/2" below the top rail and 1 -1/2" above the bottom rail,.. Mann Perez, P.E. Pla6Examiner R Product Control Division -2 w Fella Corporation ACCEPTANCE No.: 25�g 97 1 APPROVED : JAH 0 4 1996 EXPIRES JAN 0 4 1999 , NOTICE !QE ACCEPTANCE: SPECIFIC CM111ONS i Glazing Method: The exterior prime I.G. is stop - glazed against a contin ors bead of silicone. Eight PVC glazing locaters, two on each panel member, are use to secure the glazing. Each locater is locked under the pine glass stop and secured witt i silicone and wrapped around the exterior surface of the glazing. The removable panel is groove - glazed into a roll- formed aluminum frame against a continuous bead of polyured tane. Each corner of the aluminum frame is secured with a stamped galvanized steel corner ock and sewed , with silicone. An extruded vinyl bulb g asket is used on the exterior surface of the' i aluminum frame. Each removable panel is installed into the door panel 'th fourteen stamped aluminum cam -type clips which are locked into slots into thew panel kerf, five on each vertical member and two on each horizontal member. 2.2.4 Daylight Opening:Single lite 18.781" wide x 58.75" high.. 2.3 Frame Construction: 2.3.1 Type: The frame jambs and head are of 5 -1/4" wide by 1" thick molded ine wood sections. 2.3.2 Material: Wood 2.3.3 Construction: The ends of jambs are coped and butted against the head d sill. Each head -to jamb comers are attached with two #8 x 3" long FHWS sealed with silicone. Each . sill-to-jamb corner is attached with three #8 x 3" long FHWS, two thru a aluminum threshold into the jamb and one thru the oak sill into the jamb and sealed with butyl rubber and polyurethane adhesive sealant. Extruded aluminum cladding is locke i over the exterior of the heads and jambs, with each cladding corner mitered and fastened % ith a nylon comer lock w /two #8 x 17/32" long SMS, sealed with butyl rubber. Each claddhig piece is secured to the wood frame member with a continuous bead of polyurethane adhesive sealant. 2.3.4 Door stop: A finger jointed clear'pine head/jamb stop .594" face x 1.125 deep is located interior of the door panel. Each stop is secured to each jamb and head with eight perjamb, four at head, 4d x 1 -1f2" long nails spaced at 4" from comers with the rest equally spaced. Each stop is also sealed with a continuous bead of silicone. 2.3.5 Threshold: The sill assembly consists of a composite wood and aluminum 5.788" wide x 1 3/4" high bumper threshold. Consisting of a 1 -112" wide x 1" high finger j inted pine base (primary) portion kerfed to accept the aluminum portion and weatherstri • and a-1- 5/8"': ` wide x 1" high red oak top bumper (secondary) portion kerfed to accept bulb weatherstrip, applied to the primary threshold with a continuous bead of ly=thane adhesive sealant and secured with four #6 x 1" long FHWS located at 1" oin each end and the other two equally spaced between. The 4.656" wide x .6875 high extruded aluminum portion threshold is sealed to the base portion with polyurethane adhesive sealant. This: composite threshold, extending the whole width of the panel, is attached IQ the floor slak as specified in Section 4.1.13 below. Manu LPerez, P.E. Pla&txaminer lI Product Control Division -ta- w 2.3.4 Mullion: None 2.3.5 Reinforcements: None 2.3.6 Finish: Interior wood is varnished. Exterior cladding is painted white. Threshold is covered with two coats of lacquer. 2.4 Panel (yent)_Construction; 2.4.1 Door thickness: The vent panel is 1.844" thick. 2.4.2 Face sheets: N/A 2.43 Core Design: N/A 2.4.4 Construction: Stile and Rail wood construction. Stiles: 2 -1/8" face x 1.844" thick; Top rails: 4-3/8" min. face x 1.844" thick. Bottom rails: 8 -1/2" min. face x 1.844" thick. Stiles and Rails are of molded pine panel construction. Cladding: Roll- formed aluminum cladding .0235" thick is locked over the exterior, and sealed to the panel members with a continuous bead of silicone. Corner construction: The end of each rail is coped and butted against each stile. Each top corner is fastened with two #10 x 3" long FHWS. Each Bottom corner is fastened with three 10 x 3" long FHWS. All corners are sealed with silicone and glued together with urethane adhesive. -2b- s.. 2.5 Hardware: 2.5.1 Two 2.5.2 One 2.5.3 Five Pair 2.5.4 One 25.5 Two 2.6 Weathers._ _ tr�in.,,c NOTICE DE ACCEPTANCE: SPECIEW CONDITIONS DesgripjigU L4gation 41/2" x 41/1" x .130" brass hinge Head and sill of hinge stile assemblies, attachedto jamb with three #12 x 3/4" FHWS plus one #12 x 2 -1/2" long FHWS thru jamb; and attached to door with four # 12 x 1 -1/4" long FHWS. Two -point lock assembly with removable handle, attached with fourteen #6 x 2" long FHWS Wind -load brace clip with threaded wind -load brace pins Roto operator Lock strike Qty, Description " 2.6.1 1 row Gray dual durometer vinyl bulb 2.6.2 1 row Champagne vinyl bulb gasket 2.6.3 1 row Black dual durometer PVC leaf w -2c - At lock jamb with locks located 16" from each end. Hinge jamb, 6" and 34" from each end and midspan Center of sill. Lock stile of vent located 16" from each end. Location Frame perimeter with corners mitered and welded and sealed to the frame with butyl sealant. Perimeter of removable glazing parcel Dn..:...ara..,i von► Pella Cornoration. ACCEPTANCE No.: A"ROVED, F.XPiR F.c. _ 3. LIMITATIONS: 3.1 This approval applies to single window unit applications only, as shown in Section 10. 3.2 Units with dimensions equal to or smaller than those shown in Section 1.3 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval. 4. INSTALLATION: 4.1 Screws and M_gjhod of Attachment 4,1.1 Directly Anchored to Wail 4.1.1.1 Head: #8 x 3" CP FHWS at 4" from corners and max. 12 " 'o.c. #10 x 21/2" CP FHWS, two (2) thru lock strike plate. (over active leaf) #8 x 2" CP FHWS two (2) thru exterior bolt strike plate. (over inactive leaf) 4.1.1.2 Jambs: #8 x 3" CP FHWS at 4" from corners and max. 12" o.c. #9 x 21/2" CP FHWS, one (1) through each hinge. 4.1.14 Sill: Three #10 x 3 1/2" CP FHWS, one at 6" from each end and one at midspan. . 4.1.2 Anchored using stamped galvanized steel clips. 17/8" wide x 8 1/8" long x .0516" thick 4.1.2.1 Head: One clip located at 6" from each corner with the rest at 18" o.c. Each clip is attached to the wood frame member with four #6 x 1" CP FHWS and then attached to the wood buck with four #6 x 2" CP FHWS. 4.1.2.2 Jambs: Same as the head. 4.1.23 Sill: Three #10 x 3 1/2" CP FHWS, one at 6" from each end and one at midspan. 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be ,in compliance with the South Florida Building Code. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have .' adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected Manuel ez, P.E. Plans: ' . cf 11, Product Control Division r -2d- b ACCEPTANCE No.: ,, APPROVED EXPIRES JAN L4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDiTiONS 7. TEST PERFORMED TEST TEST LOAD DESIGN LOAD ' IR INFILTRATION @ 1.57 PSF IFSIIR 0.01 CFWFT4 -- --�---^- SC PA x02 -94 (<0.37 CFMIFI) - ATI- 16032 -N INFILTRATION ® 6.24 PSF 0.01 CFWFr ----- ---- -- SFBC PA 202 -94 (<0.37 CFM/FT) ATI - 16032 -N UNIFORM STATIC AIR PRESSURE (a Design Load +67.0 PSF +67.0 PSF FBC PA 202 -94 POSITIVE ATI - 16032 -N ATI- 16032 -N UNIFORM STATIC AIR PRESSURE @Design Load -52.0 PSF -52.0 PSF SFBC PA 202 -94 NEGATIVE ATI - 16032 -N ATI- 16032 -N WATER RESISTANCE (PSF) 10.05 PSF +67.0 PSF SFBC PA 202 -94 ATI- 16032 -N ATI - 16032 -N UNIFORM STATIC AIR PRESSURE @Full Test Load +1005 PSF +67.0 PSF SFBC PA 202 -94 POSITIVE ATI - 16032 -N ATI- 16032 -N UNIFORM STATIC AIR PRESSURE cr Full Test Load -78.0 PSF -52.0 PSF SFSC PA 202 -94 NEGATIVE ATI - 16032 -N ATI - 16032 -N FORCED -ENTRY RESISTANCE (FER) SATISFACTORY SFBC Section 3603.02 and'SFBC PA 202 -94 ATI - 16032 -N E essure Rating (Positive) +67.0 PSF essure Rating (Negative) -52.0 PSF 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 8.2 ACCEPTANCE Nos 7 .+�+�a+s�F IA�r7•�ril�il wr.Rr.. , j,l JAN IN It, TV NOTICE OR ACCEPTANCE;. SP .�'tc f`ANnrrrnm e Pella CoCporation ACCEPTANCE NO.: 2U214.07 APPROVED .IAH 0`4 IQgg EXPIRES At 0 A 1 H'9 NQJ1C& QF ACCEPTANCE STANDARD C62NQ11IONS 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: "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; t b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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, theft 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 times. The copies need not be resealed by tke engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2,2(a) through 2(g) and this last page 3, i Items 10.11 & 12 listed below only amply tg,glazc„nroducts 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of,6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same sine as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. ManuAUerer, P.E.Plans ink Product Control Division END OF THIS ACCEPTANCE -3- k 11 . 0 METRO -OADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Metal Tech Weatherwall Division 7635 W. 2nd Court Hialeah FL 33178 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET. mdccOl ®shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of- 20 ga , Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95015, Sheets 1 thru 6 of 6. (For listing, see Section 8, of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 95-1220.03 Expires: 04/04/99 Raul Rodhguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, P. Director Building Code Compliance Dept. Approved: 04 /04/96 -1- Metropolitan Dade County Metal Tech.. Inc. ACCEPTANCE NO.: 95-1220 n3 APPROVED : APR 0 4 1996 EXPIRES APR 0 4 1 a 9 n 1. DESCRIPTION 1.1 This approves a 20 ga. galvanized steel storm panel designed to comply with the South Florida Building Code. 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95015, Sheet 1 of 6 using galvanized 20 gage steel, with Fy = 33 ksi min., conforming to ASTM A 446 -91 Structural Quality, minimum grade A, with a G 90 minimum coating. 2.2 Panels have a nominal width of ,12.50" and a total width of 14.0 ", forming 15/8" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, extrusions and 1-1/2"x 1-1/2"x 1/8", 2 "x 2 "x 1/8", 3 "x 3"x x 1/8 ", 5 "x2 "x 1/8" angles, 1- 1/2" x 1/8" flat bar, 2- 3/4 "x 2 "x.062" 'h' header, 2 "x2 3/8 "x.074" 'u' header, 3/8 "x 1- 21/32 "x .093" 'F' track and also .050" and .060" thick parts of numerous shapes and sizes used as return pans for built -out conditions. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 126" or 10' -6" to be installed only as outlined on drawing No. 95015 Sheets 1 thru 6 of 6. 3.2 Minimum separation to existing glass to protect shall be 2- 1/2" for spans up to 102" 2- 3/4" for spans up to 126" 3.3 Maximum clearance between top of anel and inside of header shall be 1/4 ". 3.4 Special Requirement: Reinforcing straps, consisting of one 1- 1/2" wide by 1/8" thick flat bar of aluminum alloy 6063 -T6 must bP used as shown on Sheet 4 of 6 and fastened with a 1/4" -20 stud bolts w /win; nut & washer and spaced at max. distance of 12 -1/2" on center. The required straps per span condition shall be as follows: 3.4.1 Panel Spans up to 68" - No reinforcement straps required. 3.4.2 Panel Spans 68" to 102" - One reinforcing strap at midspan 3.43 Panel Spans 102" to 126" - Two reinforcing straps at -1/3 spans IWAI r• OHarfdo— Blanco, P.E. - Plans Examiner II Product Control Division Metal Tech., Inc. ACCEPTANCE NO.: APPROVED EXPIRES -APR 041999 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Qirect Wall Mount, The panels are secured at the header and sill with 1/4 ".20 x 12" side walk bolts into with 114 " -29 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing of 12 1/2" o.c. as shown on Detail 'C' , Sheet 3 of 6; or the panels are secured to a header and sill aluminum (1 /8 "x 1- 1/2 ") studded strap with 1/4 " -20 x 3/4" studs spaced 12- 1/2" o.c. the straps are anchored to the wall with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing as per "Anchor Schedule", Sheet 5 of b, for wood framing or 1/4" diameter masonry screws, with maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for concrete or masonry. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail'A','B' and Elevation, Sheet 4 of 6). 4.1.2 WaII Mount - (w/'h' - Header & Sill Track le) The panels are engaged into an aluminum'h'- header as shown on Details 2, 3, 5, 6 or 8 , Sheet 2 of 6, and are then attached to a sill angle or track as shown on Details 5, 6 or 8 , Sheet 2 of 6; the.r header and sill angle or tack are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum scraps or horizontal stitching, described in Section.' of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.3. Build Out Mount The panels are engaged into an aluminum'u'- header as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, and are then attached at the sill as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of j 6, the header and sill are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.4 CeilinglInside bdgunt The panels are engaged into an aluminum 'u'- header as shown on Details 1 or 4, Street 2 of 6, and. are then attached to a sill angle as shown on Details 7, 10, or 11, Sheet 2 of 6, the header and sill angle are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section') of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). Metal Tech.. Inc. ACCEPTANCE NO.: 95 -1270 n� APPROVED APR 0 4 1996 EXPIRES ; APR 0 4 1999 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 95015, Sheets I thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforciniz bolts and/or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.95015, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed Product Control Division i Metal Tech.. Inc. ACCEPTANCE NO.: 95-1220 03 APPROVED : APR 0 4 1996 EXPIRES APR 0 4 1999 NOTICE OF ACCE TAN • SPECIFIC CONDITIONS 7. TESTS PERFORMED RFCiTi .TC- TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SATISFACTORY 1 Max.. SFBC PA 201 -94 CTC 95 -042 2- 3/4° CYCLIC WIND PRESSURE TEST +120.0 PSF +92.0 PSF SFBC PA 203 -94 POSITIVE CTC 95 -042 CTC 95 -042 YCLIC WIND PRESSURE TEST -195.0 PSF -150.0 PSF SFBC PA 203 -94 NEGATIVE CTC 95 -042 CTC 95 -042 UNIFORM STATIC AIR PRESSURE TEST +109.0 PSF +7' ).0 PSF Max. @ SFBC PA 202 -94 POSITIVE CTC 95 -042 CTC 95 -042 Design 1.5" IFORM STATIC AIR PRESSURE TEST -96.20 PSF -64.0 PSF SFBC PA 202 -94 NEGATIVE CTC 95 -042 CTC 95 -042 DESIGN PRESSURE RATING See Design Load Pressure Rating vs Panel Span Chart, Sheet 4 of 6, Drawing No. 5015 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 (1) Uniform Static Air Pressure Test per PA 202 -94, (2) Large Missile Impact Test per PA 201 -94 and (3) Cyclic Wind Pressure Test per PA 203 -94 of galvanized 20 ga. steel storm panels, prepared by Construction Testing Corporation, Report No. CTC 95 -042, Pages 1 thru 6 of 6, dated December 6, 1995, signed and sealed by Christopher Tyson , P.E. 8.2 Drawing: 8.2.1 Drawing No. 95015, . Sheets 1 thru 6 of 6 , prepared by Ramms Engineering, Inc., dated 10/01/95, signed and sealed by Robert S. Monsour, P.E. 8.3 Material certification: 83.1 Certified Tensile Test Report prepared by QC Metallurgical, Inc., Report No. QCM 5LM -2843, dated December 11, 1995, for specimen CTC -95- 042 -C. 83.2 Mill Certified Inspection Report,: Certification Code No. 6405, Laboratory No. 95 -05 -345, Page 1 of 1, dated 05/11/95, prepared by Sherry Laboratories. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, dated 03/04/96, Pa es 1 7 of 7, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Mo rs . Orlah"Blando, P.E. - Plans Examiner II Product Control Division -2c- Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.0 • APPROVED APR 0 4 1996 EXPIRES :APR 0 4 q q NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, 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: "Dade County Product Control Approval ", 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. 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 purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Accbptarice 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 copies need not be resealed by the engineer. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Acceptance contains pages 1, 2.2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), dais unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced En re do , Chapter 36 of the South Florida Building Code. _ Or ando Bla o, P.E. - Plans Examiner 11 Product Control Division -3 END OF THIS ACCEPTANCE i E5 S, y • DESIGN WIND LOADS IN P.S.F. CLASS ONE BUILDING 1 10 M.P.H FASTEST MILE WIND SPEED CONIPUES WITH ANSI/ASCE 7 -88 ` (4) INTERIOR ZONE MAXIMUM CONDITIONS b TRIBUTARY AREA IN SOUARE FEET MADE 0-10 20 50 100 200 500 1000 • -1.5 •1.41 -1.54 •127 •1.19 •1.1 .1.1 15' 0.a 47.81 45.90 43.44 41.53 39.34 36.88 36.88 20' 0.87 51.99 49.92 47.24 45.16 42.78 40.11 40.11 25' 0.91 55.58 53.36 50.50 48.28 45.74 42.88 42.88 30' 0.98 58.57 56.23 53.21 50.87 48.19 45.18 45.18 40' 1.06 6 3.3 5 60.82 57.56 55.02 52.13 48.87 48.87 50' 1.15 67.53 64.83 61.36 58.66 55.57 52.10 52.10 60' 1.19 71.12 68.27 64.62 61.77 58.52 54.86 54.86 1 �✓i c4 �}c °� () EN D ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SOUARE FEET neovE f PVX 0.10 20 50. 100 200 500 1000 •2 1.675 •1.625 •1.5 .1.575 .1.1 •1.1 15' 0.8 61.47 58.06 51.23 47.81' 44.40 36.88 36.88 20' 0.47 66.85 ' 63.14 55.71 51.99 48.28 40.11 40.11 25' 0.95 71.46 67.49 59.55 55.58 51.61 ' 42.88 42.88 30' 0.98 75.30 71.12 62.75 58.57 54.39 45.18 45.18 40' 1.06 81.45 76.93. 67.88 63.35 58.83 48.87 48.87 50' 1.15 86.83 82.01 72.36 67.53 62.71 52.10 52.10 60' 1.19 91.44 86.36. 76.20 71.12 66.04 54.86 54.86 ` b Notation: a:-100/6 of minimum width or 0.4h. whichever is smaller. but not less than either 4% of n h: mean foof height, in feet, except that save height my be used when 0«10 degrees; - and 0: foor slope frarn horizontal, in degrees. 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A NOTE: 51'LltiGE✓ 5-il2AF'5 ANV U HEADEI:5 To 3E IN%A1 -I-EJ . U51- (3EGo!?I: 5TL'CCO 15 APPLIED WA.t. A 2 x w SMN=lt MUSE -B - INfaL IUD tRM FIA%e fW- REtiJ1T1 V�4-EN STORM PMIpL i•e/�R 4XL':� 6•• Past "w" lmnxN. 6,"W -4" Z) 160 SIN_t. Ve 52C-w -wt7 L�:N6 216 S %IAL5 EACH Sips. yfORM PaNE4 1 eACMR MUSt Ti,eN ae 5$CLYWO f0 svmNcSR w1Am 7116" LA45 !N3rA -, Rp H^✓R. 09 VHRf. aaG' ^r ss PE�fAIL . A- I i 11 HFitOzR DR slLc 114-20 SYUO t / IR �JAaAr wrH :wNCNUr 12 112- O.C. (rYP.) a SJRaP 1/$ x 1 1/2 ANO OR£D £O XWD Su 1 � AACHORING WrO W= j &x i CR SET /fOrP * ON SH£Er 2 SEE CENERAL NOTES ON WOOD F7,UNO ON SHE_ 1 / 2 L? F,:: -rAI L srCRM P'ANEL 5ECLRen — %411rl WASHev--J wlN24ur5 5 Xc0 F IN15H POR MINIMUM 015f/ RE1=E1Z t0 PAKL -1 — +' 5X15TING Sti:UC LTA tie MAM 1 t o + u u -r-1—r 1j WIN CW 1 � 1 7 KWIP • M!<LEC110N crtarr '� OLA55 I; zz. CAP wn# ".a wr ; rw; USED AS HfaG 7 OR SILL ANC&ORE7 -,O.0 ON qM ! MASONRY OR AICx t T/•" MASONRY SO?EAK OR SEE NOTE * t:n, SHEET 2 USE APPRGPRIArE APPROVE•,, ANCHORS i,R SWORC APPUCATIONS 0 NOTE. 4CHIN FLOOR ANC .RA ! THE METALTECH STORM PANEL 114' MASONRY SCREW WIrH t4 -20 S+'t/0 HfAO MACHINE SCREW ANCHCR• I _ . 3, wrm WASHERED Aw vUr MAYBE INSTALLED WITHOUT THE USE _ '• OF AN EXTRUDED H,i -40ER OR SILL. 1 6 n. - ` . �• ! ! THE SHUTTER MAY BE ANCHORED DIRECTLY I i TO THE STRUCTURE W1TH THE USE OF 1 ; REFER rO DEFECTION �� 1 1 114 " MACHINE SCREW ANCHORS IN i CHART + ! COMBINATION WITH 114 -20 FLOOR PLUGS I REFER TO DEFECrCN I1 1 ! OR 114 -20 MACHINE SCREWS WITH I CIA,SS I �, , KEYHOLE WASHERS, MASONRY SCREWS N/TH _t ! 4 QA VARIOUS HEAD TYPES OR STUD TYPE ANCHOR wEATHERwALL .1 INTO CONCRETE, MASONRY OR BRICK. ;; STORM PANEL 1 WITH A MINIMUM EDGE DISTANCE IN I i STORM PANEL ACCORDANCE TO ANCHOR TYPE. I I WHEN ANCHORING TO WOOD USE 1/4 -20 I " / 1 11 1 BRASS WOOD BUSHINGS, IN COMBINATION I I 1 WITH 114 -20 FLOOR PLUGS OR 114 -20 1 L K*I MACHINE SCREW WITH KEYHOLE WASHER. — ANCHORS ARE TO BE 12 112" O.C. OR — WOOD LAGS WITH VARIOUS HEAD TYPES 114 -20 FLOOR PLUG WITH 114 ' LAG M H MACHINE SCREW HEAD 114 -20 8RA.SS WOOD BUSHING MrH 14 -20 SIDEWALK BOLT C��TAIL .0 PE�- 1"AI L• (3 OTHER HARDWARE USED WITH THE METALTECH STORM PANEL SYSTEM pma 1 /A -2G x S/4 XNURL SD srzas 1E -E STaMILESS S. � 1 %LOOR PLLM'S SrOE•A'ALN SM rS ) 18 -$ STAAVLESS S.cTt 1/4 -20 X t PAN OR TRUSS H£AO Fissomm `T /tom MACHINE rrPE SCREWS MAY &E IARIOUS LENGINS s,„'� _ 9)J R t !s • II ;e PE POP RMUS VARIOUS SIZES 1/OG LOCK NUTS O t /4_10 Nuys 114-20 WASHEM SWNGNurs 71C O.D. APPROVED AS SOUTH FLORIDA ; °x SCRVks VARIOUS SIZES xE1 HGL£ WASNER 0 114 I.D. J/4 0.0 nAr wASHERs v fmm11TN THE BY PRODUCT Co DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.q-5- 12M U Z v N Z 9 3 N N m aC g s�C e7 w IJ 01 zz° n x� Li W- aI. u Qz z 0 A IV . ti 'd 1 1 _I_ 2) 1619 1 ' t t'wA�:i 1 1 ,lalr�.6.i '•n,o'�s16" `rroo vas ; . , PASCCA -J 1 ; ; .a S�.CC✓ F }NISI -: ----- ��' • t-- r-0e MINIMUM 05TANCE ; �E 3cAN1 Pmr -elZ t0 PANEL- nE�L.ECnoN a•lAlzr 1 , ScGGN� 5 � GRY !I 11 i WNVCW GPE v1NG CONC:':f:- CAP i src-rv► �Anlc� 5cC l.':✓^ A. 3oroM c= ImNnow w!--: 5-1112ccv 51-4w 5" A5 N iEtAIL- 3 PE�TAIL. A NOTE: 51'LltiGE✓ 5-il2AF'5 ANV U HEADEI:5 To 3E IN%A1 -I-EJ . U51- (3EGo!?I: 5TL'CCO 15 APPLIED WA.t. A 2 x w SMN=lt MUSE -B - INfaL IUD tRM FIA%e fW- REtiJ1T1 V�4-EN STORM PMIpL i•e/�R 4XL':� 6•• Past "w" lmnxN. 6,"W -4" Z) 160 SIN_t. Ve 52C-w -wt7 L�:N6 216 S %IAL5 EACH Sips. yfORM PaNE4 1 eACMR MUSt Ti,eN ae 5$CLYWO f0 svmNcSR w1Am 7116" LA45 !N3rA -, Rp H^✓R. 09 VHRf. aaG' ^r ss PE�fAIL . A- I i 11 HFitOzR DR slLc 114-20 SYUO t / IR �JAaAr wrH :wNCNUr 12 112- O.C. (rYP.) a SJRaP 1/$ x 1 1/2 ANO OR£D £O XWD Su 1 � AACHORING WrO W= j &x i CR SET /fOrP * ON SH£Er 2 SEE CENERAL NOTES ON WOOD F7,UNO ON SHE_ 1 / 2 L? F,:: -rAI L srCRM P'ANEL 5ECLRen — %411rl WASHev--J wlN24ur5 5 Xc0 F IN15H POR MINIMUM 015f/ RE1=E1Z t0 PAKL -1 — +' 5X15TING Sti:UC LTA tie MAM 1 t o + u u -r-1—r 1j WIN CW 1 � 1 7 KWIP • M!<LEC110N crtarr '� OLA55 I; zz. CAP wn# ".a wr ; rw; USED AS HfaG 7 OR SILL ANC&ORE7 -,O.0 ON qM ! MASONRY OR AICx t T/•" MASONRY SO?EAK OR SEE NOTE * t:n, SHEET 2 USE APPRGPRIArE APPROVE•,, ANCHORS i,R SWORC APPUCATIONS 0 NOTE. 4CHIN FLOOR ANC .RA ! THE METALTECH STORM PANEL 114' MASONRY SCREW WIrH t4 -20 S+'t/0 HfAO MACHINE SCREW ANCHCR• I _ . 3, wrm WASHERED Aw vUr MAYBE INSTALLED WITHOUT THE USE _ '• OF AN EXTRUDED H,i -40ER OR SILL. 1 6 n. - ` . �• ! ! THE SHUTTER MAY BE ANCHORED DIRECTLY I i TO THE STRUCTURE W1TH THE USE OF 1 ; REFER rO DEFECTION �� 1 1 114 " MACHINE SCREW ANCHORS IN i CHART + ! COMBINATION WITH 114 -20 FLOOR PLUGS I REFER TO DEFECrCN I1 1 ! OR 114 -20 MACHINE SCREWS WITH I CIA,SS I �, , KEYHOLE WASHERS, MASONRY SCREWS N/TH _t ! 4 QA VARIOUS HEAD TYPES OR STUD TYPE ANCHOR wEATHERwALL .1 INTO CONCRETE, MASONRY OR BRICK. ;; STORM PANEL 1 WITH A MINIMUM EDGE DISTANCE IN I i STORM PANEL ACCORDANCE TO ANCHOR TYPE. I I WHEN ANCHORING TO WOOD USE 1/4 -20 I " / 1 11 1 BRASS WOOD BUSHINGS, IN COMBINATION I I 1 WITH 114 -20 FLOOR PLUGS OR 114 -20 1 L K*I MACHINE SCREW WITH KEYHOLE WASHER. — ANCHORS ARE TO BE 12 112" O.C. OR — WOOD LAGS WITH VARIOUS HEAD TYPES 114 -20 FLOOR PLUG WITH 114 ' LAG M H MACHINE SCREW HEAD 114 -20 8RA.SS WOOD BUSHING MrH 14 -20 SIDEWALK BOLT C��TAIL .0 PE�- 1"AI L• (3 OTHER HARDWARE USED WITH THE METALTECH STORM PANEL SYSTEM pma 1 /A -2G x S/4 XNURL SD srzas 1E -E STaMILESS S. � 1 %LOOR PLLM'S SrOE•A'ALN SM rS ) 18 -$ STAAVLESS S.cTt 1/4 -20 X t PAN OR TRUSS H£AO Fissomm `T /tom MACHINE rrPE SCREWS MAY &E IARIOUS LENGINS s,„'� _ 9)J R t !s • II ;e PE POP RMUS VARIOUS SIZES 1/OG LOCK NUTS O t /4_10 Nuys 114-20 WASHEM SWNGNurs 71C O.D. APPROVED AS SOUTH FLORIDA ; °x SCRVks VARIOUS SIZES xE1 HGL£ WASNER 0 114 I.D. J/4 0.0 nAr wASHERs v fmm11TN THE BY PRODUCT Co DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.q-5- 12M U Z v N Z 9 3 N N m aC g s�C e7 w IJ 01 zz° n x� Li W- aI. u Qz z 0 A IV . ti THE META470H STORM PANELS MAY BE RENFORCED N7lN THE USE OF EITHER CENTER PANEL STRAPS OR SnCHING LOCATED AS SHOWN ON THIS SHEET HORIZONTAL BRACE STRAP 11* -20 STUD iwrH iwNCNUT 12 1/r O.C. j 125'" x7.51 FLAT ALUMINUM BAR 51.23 SIDE WEW FRoNr wEW DETAIL "A" * NOT&- CENTER PANEL STRAP OR 577CHING IS NOT REWIRED FOR PANELS 0 -68. HORIZONTAL STICHING 114 -20 SIDEWALK 80LT STORM PANEL LAP WITH WINCNUT 12 112' O.C. STORM PANEL LAP- IK SIDE 'VIEW FRONT mew DETAIL "B" DESIGN PRESSURE RATTNC. POSITIVE = 67.06 P.S.F N£GATNE = 91.44 P S F PANEL SPAN IN .INCHES PANEL DEFZEmmN CHART 20 ga. STEEL 0MV AWSSWI PANEL SPAN for— -- - - - - - - - - - - - - - T - - - - - - - - - j 125'" x7.51 1 51.23 I i i7" 88' PANEL SPAN 20 CA: 110" 51.47 -° t 91.44 P.SF. 1 ; 55.85 �0 - -- *--------------T---- yam" 75.30 I 97" 81.45 -, CLASS' —i-1 ! • d 91.44 - - - -;- -------+---------- 1^- I - (f) / 0 ----------- 1 --------------- c — cl 60 ------- - - - - -- FRCNr NEW S /OE Any FRONT Hflt SwE Ac,.v ' \p.,S C) 50 =------------LAJ '126' 0 AIi x PANEL SPAN '2o GA 111111:11 ! I!:;I 1 Illllill 11 {; I.0 1111!11!. �G 100 110 120 130 PANEL SPAN IN .INCHES PANEL DEFZEmmN CHART 20 ga. STEEL 0MV AWSSWI PANEL SPAN 44, 40 j 125'" x7.51 i2i., 51.23 I i i7" 58.0E 110" 51.47 ! 107" 55.85 103 "' 71.45 yam" 75.30 I 97" 81.45 -, CLASS' —i-1 ! • d 91.44 55" FOR SPANS OF PRESSURES Nor SHCA'N ON Aeow CHART USE PRESSURE 'IS SPAN CRAPH PANEL HEIGHT 0- -a8' ear -102' for -fir ARIWAIUM OISMACE BEWEIV GUlSS AND ANEL WALL MOUNT 2 1/2- 2 112" 2 314' INSIDE MOUNT 1 2 112" 2 112" 2 314" BUILD OUT 1 2 112" 2 112" 2 3/4' 9mF � 4t4 1 9t:¢ n_ FRCNr wEW SIDE WEW HORIZONTAL BRACE STRAP OR STICHING LOCATION ELEVATION DETAIL C ON SHEET 3 „ I ^2 I _I w • I 3h I c! .Q — I ' ! tp- I MAMMW GAP SEifV & PANEL AND WAXR 6 1 /s- (".) DETAIL "C" HEADER '`• •°E MA?' VARY, DV�E'NGING ON APPr IC PON DETAIL D ON SN aT J L a fl 1 _� g. DETAIL C ON ShW J DETAIL 0 ON 514 T 3 DETAILS ZA5.6 AND 8 I 2 cs a� L q EADfF 1A 1 Z n to 'I g N CLASS' —i-1 ! • d , I t 1^- I 8 ' FRCNr NEW S /OE Any FRONT Hflt SwE Ac,.v FRCNr wEW SIDE WEW HORIZONTAL BRACE STRAP OR STICHING LOCATION ELEVATION DETAIL C ON SHEET 3 „ I ^2 I _I w • I 3h I c! .Q — I ' ! tp- I MAMMW GAP SEifV & PANEL AND WAXR 6 1 /s- (".) DETAIL "C" HEADER '`• •°E MA?' VARY, DV�E'NGING ON APPr IC PON DETAIL D ON SN aT J L a fl 1 _� g. DETAIL C ON ShW J DETAIL 0 ON 514 T 3 �SIL' DETAKS 5.5 AND 8 ON SHEET 2 20 GAUGE STEEL 0 — 68' PANEL HEIGHT NO PANEL STRAP OR STICHING . IS REOUIRED 6ir+ — 102' PANEL IfEIGHT ONE PANEL STRAP OR STICHING LOCATED MIDSPAN 102'+ — 126" PANEL HEIGHT rNO PANEL STRAPS OR S17CHING EVENLY SPACED AND CENTERED DCrAXS 13. ,2, 14, 15 AND 16 DCZAX I AND 4 ON T 2 t ' �Je DER DETAILS ZA5.6 AND 8 I 2 cs a� L q EADfF 1 Z n 'I g `_ CLASS' —i-1 ! • I I , I t 1^- I �SIL' DETAKS 5.5 AND 8 ON SHEET 2 20 GAUGE STEEL 0 — 68' PANEL HEIGHT NO PANEL STRAP OR STICHING . IS REOUIRED 6ir+ — 102' PANEL IfEIGHT ONE PANEL STRAP OR STICHING LOCATED MIDSPAN 102'+ — 126" PANEL HEIGHT rNO PANEL STRAPS OR S17CHING EVENLY SPACED AND CENTERED DCrAXS 13. ,2, 14, 15 AND 16 DCZAX I AND 4 ON T 2 t ' �Je DER 1 w I , cs a� L q 1 Z n 'I g CLASS' —i-1 ! • I I , I t Sot D£TA 2 12. 14. 15 AND 16 WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT ANCHORINC PANEL ANCHOMAC 7ANEL /Wrk MDR. AND S44 WITH HDR. AND SILL TOP A• 2C,70Ar TOP 4t sor+OM NO HDR. OR SILL S /LL TYFE' MAY WRY. DEPENGING ON AFPL1CAflON SEE MOMS AAO CHATS :CR AACHOdP MES AHD SPACM TYPICAL SECTION VIEWS HORIZONTAL BRACE STRAP —� PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY S. O dA !14 k-fl-10, -•J �ll Qr q • `1 xw I I =1 q r i I r" I Sac DETA4$ 7.10 AND 11 ON ShW 2 INSIDE MOUNT W N NOR. AND Sttt APPROVED AS SOUTH FLORIDA BY III PRODUCT C BUILDING CCDE ACCEPTANCE NO, THE 19 1 f0 CT.J w V d 1 a� x� v, W a} u �o 7! 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A N C H O R S C H E D U L E ANCHOR SPACING vs DESIGN PRESSURE MOUNT APPLICATIONS 59.6 PSF 59.5 PSF 1 71.5 PSF' 81.5 PSF 1 91.4 PSF 91.4 PSF ' SPAN I SPAN TENSILE SHEAR I TENSILE ; SHEAR P ovR>:D cDNCRErE , coNCRErE et ocx PouREO corrcRSrE CONCRETE 6-= CONCRETE I cor+cREt>: tiloac PouREO coz+cRE] E corrcRET E eloac AHCHORTYPE PANEL I E.D. 3- TENSILE 18' SHEAR ( 1T { TENSILE WA ( SHEAR WA TENSILE 1 {- SHEAR { TALE 14' wa I SHEAR WA TENSILE 13- SHEAR TENSILE 7r WA SHEAR WA TENSILE 1 r SHEAR 11" TENSILE I WA SHEAR WA ~S I 16' 1r WA WA 13" 10" a WA 11- S WA 10' 8- WA WA 114 - 57LD ANCHOR 1"-SPAN pirm- : ................. i . .. .............................. _ 1a••••••i g. WOOD LAGS (VARIOUS HEADS) = .............WA ................. ............. :................. ................. :................. .. ................. ............... 1 1/r MtN. EMBEDMENT 14' 8- I WA WA IT . 7" 14' WA - 13- 6' WA WA T 5" WA A I f ;- 1 1 = 18' 18' 14' 13' i1 1 T 'T I ............. 12" 11 .... 15' ....... 15' 10' ...... ........... 9" ............................... 13" 13" ' ,.. 9- 8• ................:................. 18' .......... 1s { .............. 12- •- ••••.. 91 ................. .... 15" .... ..(.. 10• g• 13- 1,- j 9' T 1r 10' = 8 6' 144 -SPAN Z' 1 12' 5716 UMLED STUD ANCHOR i :..... ..... .. ..,.. ............. ............. ............. s T ............. 1 314- MIN. EMBEDMENT I , ,/4' i 16- 10" 11' 6' 14- 9- 9- $- 12' a- s' 11' i T 4' 3- IT 12' 12' 13' 15" 10• 10 11• 13 1 r 8' 8" 8' - ! 14A' SPAN : r 16- T 11- 91 ... 13- .................. T ,14- SLE -NE ANCHOR '•----• ......... .... .... .... j..... ...._.......:.................. { ......... .......................... 11/a -MtN EMBEDMENT ii I 1114- ...........:.................. 14' 6- ................:.............. T 6- .. ......... 1r _ S 8' 5- 1 5' T S 9' 4' i 6' 4' 3- ! 10' 14- 8• 1r Er 11• 6' 10' 7' 1 0' 6' T g..... ! r T 10' T 8' T e- 6' T T ............._.... T 5' 6' ..... 6' ................................... 6' 4" 6' 114 - srt.E1. scEEVED ORrvE ANCHOR I I"- SPAN t ............................ ............................. .. ..... .......... . . . .. ..... ................ ....................................................... 6' S" 4' 4" 5' 4' 4" 4' 1 318- MIN. EMBEDMENT 1 114- 8' T 6- 6' T 6' S s i 1 3- 10 ' 13 ' T 1r fr 1 0' 6- T T ............ 9- ............. s r ............. 6- ..... _....... ..................................................... 8- 4" T I� 11� ! V �� ......... ,44- SPAN r __..._...... .........:.................:... ..'.. 9' T 6- ............. -. 8' -. ... ... _........................ T ................................... ._... T S T ............. 6- T a• 6- 6- 6' a- s 114-LIMAC HAMMER DRIVE 1 3W MIN. EMBEDMENT � 1 1/d' i ................. ................................... 8- •......•--.................................. 6- 5- 6- ............................... 6' ............. s i 4' 51 6' 5• 4' 4- S 4- 4- 13' 17- 9' 11' 11- 14' 8' 9' 9' 1 2- T s- 8' 1 r 6' T tmtttttltctttrta — ` s ................................. ... ...................... •- • -• - - -• ............................... ............ '- ............. T .. 8- .---- - - - - -. ............. g, ; 6• ............. 6' ............. T .............:............. a- s 1 `r�IWL1t11m':��:6te'�- ,44 -sPAN I r i t 1 r III 1r $- Er 9- ....... ..... 10- ..... ............. ............. ..... { ............. . +1<- WAsoNR r sa+Errs tvAalotls aEAOSt ( .. ..:.. ............. 10' ............. ..:.. 6' ..:.. T .... 6" ------ 9' 7- 6- 5' T 6' T 5• S 4- 1 t!r MIN. EMBEDMENT 1 14- 1 , 3- i 16- 1s T 1i- 13' 1r 6- 91 11" 11- 5- 8- 10- " 5 7' i 144 -SPAN ; 21rr I 1a- 11' T - 8- 1r .. ............. ......--- T .................. 61 T 10' 8' 51 s- .................................... 9- T a- 5' 19-20 : 713- , ,/2-' DtA i..... .............................. . ..:.. . .... ............. ............. ..... ............. ......... .._ .................................... ............. ..........._. MACHINE SCREW ANCHOR r :................. 13- T 6- 6' 10- 6- 5- 5• T 5' 4• 4- 8' S' 4- 4' I WOOD APPLICATIONS MOUNT APPLICATIONS 1 59.5 PSF 1 71.5 PSF 81.5 PSF 1 91.4 PSF ANCHORTYPE ' SPAN I SPAN TENSILE SHEAR I TENSILE ; SHEAR TENSME j SHEAR I TENSILE I SHEAR SOUTH FLORIDA • r amt. PENETRATION IN TENSA-E ; - - I 18 8- 15" 6" 13- � 8Y 1 1 `iJ�%J�J••W {II BRASS WO00 BUSHING ,"- SPAN I 114-20 1 11 0 IS:ON j i s J E B - Q�ETQ6 424 ACCEPTANCE NO.�� I alcu�atnc.�,c tttt t }tt}Y ttt� �} ,/4- I 13' 8' 1.. 5 10• _ I Sn6' 15-.... 111 ( 13- 7o 11- S T..... .. 144- SPAN 316- .......... 18 14' �. 1S 1� .. .............................. _ 1a••••••i g. WOOD LAGS (VARIOUS HEADS) ............ ............. ............. ............. ....,3• .. ................. ............... 1" MINIMUM EMBEDMENT i 7116' I 18" IT 20• 16- 18• 14' 16- - 13- NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACNG ALLOWANCE ONE INCH.. MINIMUM EMBEDMENT IS F'RCM MOUNTING SURFACE• EXCLUDING_ BRICK PAVERS AND CERAMIC TILES. APPROVED AS CO , Y Jw(Tii THE • .� SOUTH FLORIDA ! /,CODE ; - - lv-- DATE f. r � 8Y - " PRODUCT C 0 IS:ON ROBER'�j�S`. -. Q SOUkZ -, PE OFFICE BUILDING CODE COMPL(MCE &-.0 - } ZZ Q3 E B - Q�ETQ6 424 ACCEPTANCE NO.�� - . alcu�atnc.�,c C U v a U � o � o o 0 � c W zy X V � z z 0 w; n n s r a i a �D w _ 01 yS ie 1. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is herchy uinde for the approval of the detailed stalument us one plans and specifications herewith submitted for the build inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami shores Village, Florid.%, and nil provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be compliQ with, whether herein specified or ad. A copy of approved plans and specifications must be kept at building during progress of the work. Date. � � ` � — »»»»_._...... »...19. �� Owners Name and Address ................. .��».» � .».._..» ......... ». »» No._(.!'..t..�..L _». Street....... Registered Architect and /or Engineer...................... » ........... ............................... •* ... ».. •• » tr -»ar N e an"ol o �..�,r »� +m.eeewrt t.r�,n.srne.f•• ............ f i d %tor .......... e ... ✓ at on and c al do t on o lot to be built on: I........ »......... Block._ .............. �.» r ._ Subdivision._ ... »...._..._ Street and Number where work is to be done...»......! ZZ �° � ..._.._. � .....�. ®�— �®1 _ State work to be done and purpose of building (by fl ra) _ _ »• » » �~ _ .........................................»......... ......................... »»...» ...» . ».... »......._.. ».. » »».» . ».. ».»».». __. »»....arid for no other purpose. New Building ........................... Remodeling ................ ...... » Addition .......................... Repairs :......................... No. of Stories. »............. ...... _ To be constructed of ......................... Kind of foundation ... ....». ... ». ................................ .». ....... _ Roof Coveri�� .. ....... ......... ........... Estimate Total cost of improvements of Permit ....... .._.................... ....... Zonecubage required ..... ............................... _. ......__...__._.»._.......Plan Cubage......... »..»... »»»».....»........».... _._.._. ....................... _ Distance-to next nearest building ...................... .. ...... .. ...... — .._. »_._ -Size of Building Lot._...»».. »_ »»......_........ »_....... ».. »..........._.._ .._ Maximumlive load to be borne by each floor ........................»................ ............................. »» ..»...»._..»....»» ... » ....... _ ............ _.. ......... ........... .... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to .. ..... ... ................................ .... :............................................. ..................................................... _............................ ...:. ... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of iabur under the Florida Workmen's Compensation Act. being Section 5966, Compiled Central Laws of Florida. Permanent Snp dement, anti has complied with the revisions thereof, and will require similar compliance from all contractors or sub - contractors employe by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon don. ft wak to be performed under this permit, as are licensed by Miami Shores Village. Rem: arks...» .................._. . »............_............_.». .»» (Signed) q �/ STATE OF FLORIDA. Ile, / '�.( ' COUNTY OF DADE. I a=. Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments. personally ap. peared ..._.._ . ......................»_.................... .......... ..... ...... »__ .»..._ ................. _...._.............. ».. ._.» _..». »..».... »_.. _._...___....... ....._ »..._........ w__..._ ....._....— ...__.. .... ........ »» » to me well knwni. and who, being by me first duly sworn, upon oath deposes and says that he is the . .................. ........ » ................ :. ... »..». . »...... .......... .. ... _ ..... .. of the above described construction, that lie has carefully read the foregoing application, and that he did sign the se me. and that aA facts therein- by him stated are true.. Permit No.�.°�........ »...... Date... .T. .... »_.. Read. Sworn to and Subscribed before me. Disapproved». Date.._ ..._».... - _..._.....»...... .............. .... (Signed) .. »....... »... .» .................... _ » ............. _...... »...... Notary Public. State of Florida Building Inspector My Commisdop Expires..._._.,..._... PLANNING BOARD ......._... ........ ........... »__.._......_DATE Chairman...... .. ........ .» ................ .... »..».. ».._._ . _ » »... »_..... ».... »» Member ..».»_.».....»..».»...» �.. �.......»... .»»»».»».._.. »..._........ »..._ . .Member ....... »_ »_»... » .............» _ »_ »... »........_.__ Member _...._._......_...... ..........._..._... » »..._... .Member .. .. ............. .........__ .......» ....__ ..— _.... _._..._..... _ Member _._ ».... ».. ._._...»......__. ._ »_» ......._._ ».. CouncilApproved ..... »... ................................... .............. ._Date Disapproved ............ ».»»». ... ... ... . ..................... .... ...........Date NUTS: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained froin the Piannir._ Board. A re- imlit•ction fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for fruiliection or faulty materials and /or workmanship. MIAMI SHORES !VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby ade for the approval of the detailed statement of the plans and specifications herewith submitted for the build - in¢ or other structure: here n described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Buildings Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owners Name and Addreo...'T. Registered Architect and/ r Engineer ................1Z Name and addrem of lice sed contractor... -.1 Y._, Location and legal description of lot to be built on: Lot.... Street State Date..._.. 2 ... , lg.. No��...... Street.....r _ ....... .......... __.... ------- ..... v ..... ...._ ........ .. ......... _._» » ...------- - . ....._._........... ........and for no other purpose. New Building ............._ ............... Remodeling ... _ ............ .... .... Addition .......................... Repaid ............... .. .... _.. No. of Stories...... To be constructed of.. .......!... ................ Kind of foundation ... .... .............................. ............. ..... _ Roof Covering ....................... ........ .... _.._.. Estimated Total cost of improvements $..- __......A,mount of Permit s ........ Zonecubage required...... r....--- ...__..._._ _.......... ._._... _. . __ plan Cubage ...... ............. »...sass » --------- ---- » » _ ..................._.. Distance to next nearest building ................................... _.__._.___..Size of Building Lot...... » .._.». ....___...._.._.._...._......._ __. :Maximum live load to be borne by each floor -.... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to ............................... ................ _ ........................... _ .................... ........... .................................. _ .................................... ..I .... ........ . The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed .under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village, Remarks ... _ ....... _. ------- ._._ .---- ---._--- (signed) STATE OF FLORIDA, 1 COUNTY OF DADE. � ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared -- — __..... — --- ------ _ ._ ___ _._ ------------- -- - ---- _ ...._....._---- -- --- -- -----_ -to me well known, and who, being by. me fist duly sworn, upon oath deposes and says that he is the . ............................ ..............._..__... _..........__._._.._.. of the above described construction, that he has carefully read the f�oing application, and that he did sign the same, and that all facts therein by him stated are Jrue / Read, Sworn to and Subscribed before me. Permit No.— Disapproved ---... . ............................... _ ................... _ .... - Notary Public, State of Florida (Signed) L/ t :� ter...`. Builds Inspector , --My Commission Expires ......._ .............._....... PLANNING BOARD ..-»._ .... _ ....... ........... _._........._.... -DATE Chairman . ......... ........ _ _. _ _ . _ »_» __ Member Member.__._..._.__...... _____..._..__ . _ . »_.. Member Member ....... ........ _ ._._.__ _ _ _ __ Member Council Approved ...... _ ............ ._ ______ ._Date Disapproved - ._ -.-- ---- — - — ------- ------------------------------- ............ —Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. i A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inaprctitm at faulty materials and /or worlunahship. MIAMI SHORES 'VILLAGE, FLORIDA MELDING ❑ ' 195 ELECTRICAL ❑ DATE PLUMBING ❑ PERMIT N0 9509 Contractor's License No- 300FMG ❑ ❑ Work to be performed under this Permit Dwner of 3uilding_ krchitect ,ontractc )r Builder ..egad )escriptic kddress c This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application or in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, ings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is :ed is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work by his agents, servants or employees. Signed: BY 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 ining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. :cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY r Lot n Bl. Subdi- vision f Y Sq. Ft. Amt. of Permit $ Value of I Project $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application or in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, ings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is :ed is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work by his agents, servants or employees. Signed: BY 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 ining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. :cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ ELECTRICAL ❑ PLUMBING n. A `" ROOFING ❑ — — - ❑ Owner of Building . Architect Contractor or Builder L N? 2592 DATE 195 Contractor's License No. Work to be performed under this Permit_ ---- Legal Lot I Subdi- Description — Bl. vision Address of Value of Amount of Building Project $ �' Permit - This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY e MILDING ❑ MECTRICAL ❑ )LUMBING ❑ IOOFMG lD owner of architect , ontractor T Builder_ .egal 0 Lot MIAMI SHORES VILLAGE. FLORIDA DATE PERMIT N? 9506 Contractor's License No— Bl. Work to be performed under this PermiL- Subdi- vision Scl. Ft. Value of Project $ Amt. of Permit $ 95 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application erefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, rawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any me if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work one by his agents, servants or employees. Signed: BY 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 ining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. :cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No. 11r-? / Date /a�o //-0/ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at b the progress of work. Owner's Name and Address 7. s� Na Registered Architect and/or Engineer J Emgloyinn Plumber'sON /a�e0 �, � 1V r tiee�t� / on and �ig 1 Description, t Block Sub4ivisfi - Street and Number where work is to be performed — No. 'r °1` _ 9 Street State work to be performed and purpose of building (By Floors) /' Je �'— New Building Remodeling Addition Repairs No. of Stories -�� • • • .• i i u c -- • • a•. • - is � i � I• I ' 'r - a. Size Septic Tank k Type of Tank (�C� 'C2� Capacity Gals. �^� r Feet of Drain Tile �r'�— Vzq Dist. Feet of Tank or Drain Field from Well Nature of Water Swell Size of Soakage Pit Amount of Permit $ �-� ' ®� (Signed �'V Plumbing Inspector The undersigned applicant for this building permit does hereby certify tbat he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him' the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are licensed by Mia (Signs a Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. Q� Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aclmowledgments, perskally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $25.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. . - _ .. ' ��'-^' s` C• L�F ,'?�ney�y?,c.•'•,.."- ''RJ+°ew �7' dR'�a.}°rr "s�a�v'C.:-= 'i�oF3tT, y _ STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Date of Application Authority: Chapter 381, FS Chapter 10D -6, FAC Permit Application Number -- ------'-°°-- ---- -- ----- --PART I - APPLICATION--------------«------ �- d..�....- ..- .a- .�...----- ---. -- Name of Owner h ofim-S Telephone Number Mailing Address of Owner 4�/ Alt / d z S'T'" Owner's Agent 14ANP C0.44 Builder Agent's Mailing Address 6d -A-0 Telephone No.'F a -z z U Property Street Address Lot No: Block No. Subdivision Date Subdivided NOTE: IF NOT IN A SUBDIVISION ATTACH A METES AND BOUNDS DESCRIPTION This Application is for New System Repair Existing System Type of Establishment Az Type of Residential TOTAL FLOW = No. Bedrooms (each dwelling unit) Sewage Flow (Gallons per day) Heated or Cooled Area (each dwelling unit) ft2 rn�a u� Exact Directions to Property AUDIT CONTROL NO. NO 244 074 Applicant's Sign Sewage Flow Based On No. Dwelling Sewage Flow Units (Gallons per day) it HRS-H Form 4018, Feb 85 (Obsoletes previous editions which may not be used) (Stock Number 8744. 001 - 4015.1) Page 1 of 3 MIAMI SHORES VILLAGE 7,�7-- BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILBING PERMIT Application is hereby made for jthe approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shares Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores VflbW shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date �e�o� 19 7 Owner's Name and Address Q h Iw • �JJ M S No. IV Street Registered Architect and/or Engineer Name and address of licensed contractor Location and legal description of lot to be built on:j f �, Lot Block Subdivisiotf' ' ' °� J ` " Y XeZ SaW °2 G/ Z® `S Street and Number where work is to be done- N �' 014 ) State work 50 be done and urpose of building (by floors), state exterior colas (submit samplesY , and for no other purpose. New Building ty 0 Remodeling N D Addition, 14J U Repairs n% No. of Stories U 4 To be constructed of Kind of foundation Roof C Covering Estimated 7btal cost of improvements $ OP` y Amount of Permit S �` V-6 Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor Cubage of Building I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he undesUmds and accepts his obligatons as an employer of Labor and the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit, and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. - „ Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments , personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described cconstruction, that he has carefully read the foregoingg application, and that he did sign the same, and that all facts therein by him stated are true Permit No. -J 7/y -N Date //l Read, Sworn to and Subscribed before me. Disapproved D Date (Signed) Building Inspector My Commission Expires Notary Public, State of Florida PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved -- Date NOTE: A charge of $25.00 wi� be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A minspeetion fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby On de for tltc approval of the detailed statement us ine plans and specifications herewith submitted for the build inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and Lall provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved pl. and specifications must be kept at building during pmXmu of the work. 2=1 .. ,19 � Owncr s Name and Address .....�? i, r...« ..1«. .. � .: ........ �NNo..412.....««. Stre� ...... » « «........... ». Registered Architect and /or Engineer.... Q/,...�a�" »!.Y «.,,,..*n.T*� •mesn.amne•• Name and address of licensed controctot_rll.a .. . ««.� ..... .� JE Location Wd legal description of lot to be built on: �% f'« 3��5� �/„ f' tG Ll Lot_ �� Block. «. �.. Subdivision ......»...». «........ «..�..» _.. Street and Number where work is to be done. Ik _...,C �«.. .«._ State worketo be done and purpose of building (by fkrors). ._ .. .. and for no other purpose. New Building......... ... -' .... M . • . Remodeling . . ...................... Addition................. .. «Repairi. .......... No. of Stories ...... ....... . ...... _ To be constructed of ... Kind of foundation ... ....««..«. ................................ ....... Ro__of� overing ... _ .................. ........... ... _..... Estimated Total cost of improvements $•.•» .!_Ci_ __......,....._.Amount of Permit $AL! .�.l.._ ........ .......... .._...• ................ _....... Zonecubage required....... ..... ........................._..... ___..«_. ..... «.plan Cubage ............ « .... .««..««.««.....«..........«...... .._._-. ....................... _ Distance -to next nearest building .............................. .. _. «_Size of Building Lot....... «« .......... «_._.._.... _ ....... « ..............._......_ Maximum live load to be borne by each floor ................... _ ...... ...• ...................................... « »« «........ «...... ..... _ ....... _ ......... I ...... ..................... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to .. ......... ............ .................... .................................................. .................................................................................. ...... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labur under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida. Permanent Sup pleutent, anti has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors enrpluyed by him in the work to be performeti under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such tractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks... _ .................. ..._ ........ _.«... ___. (signed)..._ STATE OF FLORIDA. COUNTY OF DADE. I ss, Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap. peared-..._._. --------------------------- . ........... _ ....... ...... ........... ........___. ................. . .......... ..._.« «« .._« ......._.-_ ............. _ �.......__.. _ _ ............._ «_..._. _..__...._. .... ........... .. «._._.._ « . «.. .._to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the . .................. ........ « ......................... « .... .... ............. _...�....._ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein• by him�jstat are true.. Permit No_. 44 *X' .... «...... Date... Read. Sworn to and Subscribed before me. Disapproved_. ....... Date.._. .._..... _.«.._ ..... ....... ..................................................... _ .... _._.._..._....„ Notary Public, State of Florida (Signed) ........ ..................... _. ............ ... «....... «.. Building Inspector My Commission Expires..,.... ,..«._.».._.»««_..._... PLANNING BOARD «...« ... ............ ........... .— .- ;......_.... «DATE . Chairman .............. Member««....... «........ «........:. ._« ....... ...:..__._......._........ «.. -- Mernber..................... ...... » .... _ ...... _........._ «_............_. Member « . .........._. .... .«_. . ««.... «.«_................_.._ :Member ..... ........... _ ..._ .._..._.. ». ...._ ....... ___._.... «.... _ Membe! «.._............� _........« ... «. . « .._.._ ._.._ «. CouncilApproved ..... _-._ ............. .. ........ .. ... _ .... _.._«......_.....W....Date Disapproved ..« ._.. _. ..,... ................ ................. ..... ... ............ Date NU T E: A charge of $1.00 will be nude for making corrections or changes to this application after approval has hero obtained from the I'lannin- Board. A rein >ix'ction fee of $1.00 will be charged when such minspection is made necessary by Improper notice for inspection or faulty materials and /or worktmanihip. . t. OAK ZONING ENERGY! ELECTRICAL MENANICAI. PLUMBING BUILDING CITY ENG. CITY Of NORTH MIAMI- Mims TI 9 ►mot," DOES NOT COVER: Air Conditioning Permit Electrical Permit Plumbing Permit Roofing Perpit .Paving Permit SISMTURE 0 "AA• F a'C �44.( 10 ' KIAoAt, S'AWc,�� •: i �p • A 'r ExwSTW�w ,_°.O.P -CO t3% iZ�NtOVFD �:'�r' ��y YLP� i'JEyV CC.t� TM re. �y gam. � +vtaw • FE�. .. W ?'� ''.i.. �' '.'- R.dR`.' �• i Fri • 14W .' )1XBEi H 1...• 2M •J ' Y,�/ �-� -•. .,.,, .BQC4 RAI, FL. 32 I , AMA W5 I • t90 i`i`�1 1J,�o t ®� T, • ' I A to i %} o QuF . ter. 1 � L •t1/IIN6 fi ` ys • rp. _F 14-� c~ +Two Vi•r�w FU416 - G•O MiYO i •!y { 1 ir•a2Alw�y 11i0i�.1� Y•1R�j CO.. N.S.TR. UCTIOOTES • ? 1. Dock piliag shall be driven a atinimum of 100 embedment auto good arterial and shall attaiu A minimum beam capacity 10 of toga or to refu"Lo WWd piles to be stripped with l "n2" and 'capped with aluminum. 2. Pile ah4l be C.G.A. treated . Southern Pity# havi% a aluisrtol butt .di+wter of 10" and minims tip diameter of all �J 3. All lumber excapt dock piles shall be No. 2 Pressure Tceated Southern Pine With a Y.P,a. quality mark.. St;*%srs shall be lapped 1' a lu mum at pile r locations, 4. All hulsa.'bored 1u treated wood •shall be protected by methods specified In a Y.P.A, standard !N4 pils.: rout -efts sbell be treated as recommended in a Y.P.A. standard. 14-4. S. ALL fasteners into piliug -to be 5/8" bolts, shields atld washers• 6. All har¢wari to be bat dipp" &"van"" staod"d• ,N. G. DRACOS ASSOC. INC. . AFPROVED D. IFS NOT COVER: '. ENGINEERS {' ZONIN Air CMd'A lning Pe S. DIXIE 202 I ENERG E!e�trieal RAT-ON, I=L, -33432 ; -------------- Perms , ELECT -HWYx _ Plutnbhi Permit ' MECHANICAL Roofing Permit . Pavia P PLUM _.. _ _ g ermit BING •W ,�..,._.....,....� BUILDING- .:._ • - • - -- .�.__..•.._....._...r.�.._.. _ -.._ ..... 0 CITY EN G. CITY OF (NORTH MIAMI sr;;N:1 ruRE THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT ❑ WITH NO VARIANCES ❑ WITH VARIANCE(S) LISTED IN "REMARKS" NO OTHER DEVIATIONS FROM THE MIAMI SN ^RES BUILDING AND ZONING ORDINANCES WILL BE PERMITTED. UNLESS SPECIFICALLY LISTED BELOW. ALL OTHER APPLICABLE STATE AND COU:T; LAWS MUST BE COMPLIED WITH BY ALL PARTIES. Aut O-i7ed S'.gwture Date FIRE DEPARTMENT PUBLIC V40RKS POLICE DEPARTMENT z BUILDING DIRECTOR PLANNING & ZONING B0,`'v VILLAGE CGUNCIL APPROVAL PRELIMINARY: ' :, ` ` ' ~FINAL: u REMARKS: ;< s. a COMPLIANCE WITH THE SOUTH FLORIDA BUILDI;14G CODE AS ADOPTED, BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE %-.." K' :OWtEDt+E OF Alf. BUILD. ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. **-C , .0 s i BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ MIAMI SHORES VILLAGE. FLORIDA PERMIT NQ 6175 Work to be performed under this DATE 140 1 / ("' 195 _� Contractors License No. /4'(' �- Owner ofw_ Building i Architect Contractor or Builder Legal Lot Suhdi- Description — Bl. -- — vision — - Address of -- 't ✓ Value of 4 Amount of Building f 4 V � � � I Proiect $ � � I Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. f 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 ac- cepting thi permit I assume responsibility for all work done by either, myself, "my a r nt, servant or employee. CO TRACTOR OR BUILDER BY AUTHORITY BUILDING ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Owner of Building Architect Contractor or Builder Legal Lot Description — Address of Building — MIAMI SHORES VILLAGE, FLORIDA PERMIT DATE . g ' 195_.. 11i? 2549 tr Moro k i y� Work to be performed under ' i Subdi- vision Value of Project $_ Amount of j Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applies herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any p drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this pern granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regula pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for done by his agents, servants or employees. Signed: —_. —_ BY 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 regula pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. I cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ❑ ELECTRICAL 0 PLUMBING ❑ ROOFING ❑ -- ❑ Owner of Building Architect Contractor or Builder Legal Lot Description -- Address of Building MIAMI SHORES VILLAGE. FLORIDA I N? 29'78 DATE Contractor's License No. Work to be performed under this Permit— Subdi- vision Value of Project Amount of Permit $— This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device descril herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compl . drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit me time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upo: granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordir. pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes done by his agents, servants or employees. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordir pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHOR BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING EJ ❑ Owner of Building Architect Contractor or Builder Legal Lot Description -- Address of Building MIAMI SHORES VILLAGE, FLORIDA PERMIT NO 2756 0 DATE 195 1 Contractor's License No. Work to be performed under this Permit_ Subdi- vision Value of Project Amount of Permit $_ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY e = BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Owner of Building krchitect Jontractor Dr Builder MIAMI SHORES VILLAGE, FLORIDA PERMIT NO 2902 Work to be performed under this Permit DATE Contractor's License No. — Legal Lot I Subdi- Description — ' Bl. vision Address of Value of Amount c 3uilding Project $ Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device de erefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in cc ravings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permi e if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition anted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the c ertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assui one by his agents, servants or employees. Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all c ling thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Mi i this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. .af CONTRACTOR OR BUILDER BY AUTI 102 STREET L4 ,y MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No --- %? 3 s ? Date - -- ? 71 �_ -_.__ Application is hereby made for the approval of the detailed otement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shares Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address -- �.` '' `C` / " W %! _. _.. No..._. Registered Architect and /or Engineer _._.. _.._ .._`......_ Employing PlumWs Naine._.,, Location and Legal Desctiptiou Lot-_____ Bloch 5ubdivls►on ... _ .._. . Street and Number where work is to be performed— No -�--�. �' ._ Street _ _ .. _. _ ......._... ._._. __. State work to be performed and purpose of building (BY Floors) _ -- _ _ ._._._._ _..._............. _ .................__ . New Building..._._._ -_--...... - _...-- Remodeling .. _ Addition.-._._._..._._._... Repairs.- ___ -.. -.... _.... No. of Stories. ...... Size Septic Ta�- Type of Ta"k __. _ .. _ ._.- _._._Capacity - Feet of Tank or Drain Field from Well__ Feat of Drain Til - -- —'" Nature of Water Supply: Ci W .Size of Soakage Pit...._...___..__ . _._�.... __. ... .. Amount of Permit The undersigned applt t for this building permit does hereby certify that he understands and accepts his obliga fi as an employer of labor under the Florida WorkmenCompensation Act, being Section 1 5988, Compiled General Laws of Florida Pennaned4upplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, work P be performed under this perl 't, as are licensed by Miami Shores Village. ! r _ - A 49 ( Signed j 'lumber. STATE OF FLORIDA, l COUNTY OF DADE. b Before me, the undersigned. authority, a notary public, duly autborized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is ._.._._..... _.. of the above described construction, that he has carefully read theregeing application, and that he did sign the same, and that all facts therein by him stated are true. My CAnmamiesioa P Notary Public, State of Fbd& NOTE: A re- inspection fee of $1.00 will be made whoa M& s�edlsapeotioo is a BdS'aeoessWy by ia►praper notice for inspwdkx4 or faulty materials and/or worli mansbip. CLOSETS BATN Tuns SHOWERS LAVA. TORIq SINKS SLOP LAUNDRY SINKS Tun[ URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'HS TOTAL FIXTURES CONTR. LIST CHUCK SPRKLR. SYSTEM SWIM'S POOL I EIC SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE' TRAP SOLAR DEEP NEATER WELL #T=NK C Size Septic Ta�- Type of Ta"k __. _ .. _ ._.- _._._Capacity - Feet of Tank or Drain Field from Well__ Feat of Drain Til - -- —'" Nature of Water Supply: Ci W .Size of Soakage Pit...._...___..__ . _._�.... __. ... .. Amount of Permit The undersigned applt t for this building permit does hereby certify that he understands and accepts his obliga fi as an employer of labor under the Florida WorkmenCompensation Act, being Section 1 5988, Compiled General Laws of Florida Pennaned4upplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, work P be performed under this perl 't, as are licensed by Miami Shores Village. ! r _ - A 49 ( Signed j 'lumber. STATE OF FLORIDA, l COUNTY OF DADE. b Before me, the undersigned. authority, a notary public, duly autborized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is ._.._._..... _.. of the above described construction, that he has carefully read theregeing application, and that he did sign the same, and that all facts therein by him stated are true. My CAnmamiesioa P Notary Public, State of Fbd& NOTE: A re- inspection fee of $1.00 will be made whoa M& s�edlsapeotioo is a BdS'aeoessWy by ia►praper notice for inspwdkx4 or faulty materials and/or worli mansbip. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby Tade for the approyal of the detailed statement of the plans and specifications herewith submitted for the build. other ing or structure rein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications mud be kept at building during piggress of the work. Dist, Ownees Name and Address ...... Z!�d Registered Architect and/or Engineer ...... ............. . .. . ... . ............ . ... . .......... ! .............. I ........... .............................. Name and address of licensed controctor ... Location and legal description of lot to be built on: Lot......... .._.........._......._......... Block .. .................. . . ......... Subdivision.__......_._ Street and Number where work is to be done__ State work to be done and purpose of building (by floors). . ...................... ......... . . . . . .............. ..._.....___. ».. »»».».._ »_ .... -and for no other purpose. New Builaing ............................. Remodeling ...._............... --.. Addition ........_................. Repairsl.._.�. ..... No. of Stories........___ To be constructed of ............................ Kind of foundation............_. ......... ................._ ........... — Roof Covering................. ...... Estimated Total cost of improvements $__41, cc, . _.._--__Amount of Permit . ............ Zone cubage required .................. .--.----Plan Cubage.— Distance to. next nearest building .............................. . ... . —.._--_.Size of Building Lot ...... . . . ........ Maximum live load to be borne by each floor_ ...................... . . . ..... . ...... . ................. . ... . .. . ....... I hereby submit all the plans and specifications for said building. AD notices with reference to the building and its construction may be sent F /:d. _35tn .... ....... ........ . .......... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workinen's Compensation Act, being Section 5966, Compiled Ceneral Laws of Florida, Permanent Stippleinent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subco s, an work. to be performed under this permit, as are licensed by Miami Shores Village. Remarks.__- _-- .._----- .___ (Signed) STATE OF FLORIDA, I SL COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, persortally ap. peared. ........ . . ...... . ... . ...... — •- _---------- _----- - - - » -» ..... »- to me well kwwn, and who, being by me first duly sworn, upon oath deposes and says that he is the..._ ................. ......._..................... ». of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated a true. $ Permit No. Cr__ Date._ -- _ Read, Sworn to and Subscribed before me. - Disapproved....... ............................................... (Signed) B g nspector Notary Public, State of Florida 0 My Commission Expires— PLAN ING BOARD . . . . ... . ...... ............. ---.-DATE Chairman Member Member Member Member .. ... .. ............. Member Council Approved ...... Disapproved . . ...... . ................................................ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Phinnin.- Board. A re-inspe•tion fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. a 14 'y L L s v w • y to .7 a 4 N 0 E J 102 STREET THESE PLANS ARE APP1;0'vED FuR :SSUA ,CE 01 A.BUILDI •dG PERMIT �! WITH NO VARIMN':FS [7, WIT!i VAR'A''t:E { ?? I_'STED IN "Fc- ^.'ARKS" OTHER DEVIAT,'O S ER:fi1 V17. S " ^+ FC F!.;'!.pING Al"D 7_DNING !7 "DINANCES WILL BE PE IMITTED. U'1l.E:::> SPE!;IFICALI.Y L13TFD BELOW. .!'. OTHER APP' ICAD' E STATE .,,,D COL';IIY LA °: S MUST BE COMPLIED ' f i H BY ALL PARTIES. DEPARTMENT I 01 , !;If, `!_ANN 1 G 7,. PRELIMINARY: REMARKS: APPROVAL FINAL: i OMPLIANCE WITH TKE SGUTH, F' i; Y MIAMI SHORES VIL!,'.C- ..' i! I I 1 shill'' 18 CONTRACTOR' _ L G REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build. inq or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during pNgress of the work. Date. X f 19.— Owners Name and Addrcss.l ............... . .......... ................ ». »» Registered Architect and/or Engineer ..... I ............. ..................... ........ : ................. 7-mc-,& Name and address of licensed controctor ..... Location and legal description of lot to be built on: Lot. .. . ..... . . ........ . ....... . ......... Block ._ .................. . . ... . ... Subdivision_._ ........ »........ ......:. ..._.•............ ».... Street and Number where work is to be done._Z44e/ IV-e, 7�;4 &7�*.r'7" State work to be done and purpose of building (by floors) _.».»..-••---..._.»»-..-._.....-....-•-. ... ....................... . . —....and for no other-purpose. New Building .............. ............... Remodeling ....._................_ Addition .......................... Repairi ...... &:' ...... _ No. of Stories ...... ....... To be constructed of. ........ ................... Kind of foundation ... . . . ................................. . . . ....... — Roof Covering . . ........ . .................. . ...... Estimated Total cost of improvements $ ... ............... . ..... __ . » ».-.. _ Amount of Permit . ..... . .............. Zone cubage required .................. . .......... . ...... . ... --- --.----.Plan Cubage ......... . . . .... Distance to next nearest building ................................... __--_---Size of Building . ...... ............. .\1aximum live load to be borne by each floor . ...................... . . . . . . . .... . ................. . . ... . .. _»»»..___..._.»......_... ._.._.......................... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction May be sent to._. ...... ... .......... -------- .................... ... ... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su to be performed under this permit, as are licensed by Miami Shores Village. (Signed)- STATE OF FLORIDA, COUNTY OF DADE. I ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, persorially ap- peared— — -------- . ........... ....... . ----- •--- .....---- __ »..... .......... . . --- —to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the . ... ....................... . ............. . ... . . . . . . . ........... . ... ___ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. Date.— Read, Sworn to and Subscribed before me. Disapproved Date— ....... .... . ........ ...._.._- •••-- • ............. . . Notary Public, State of Florida (Signed) ........ .............•..._..._.._ - - - -•• Building Inspector My Commission Expires...— PLANNING BOARD . . ... ........ ............ . . __—DATE Chairman ........ ........ . ........ Member Member ..... ...... ......... . ..... . . . . Member Member .. ... .. ............. Member Council Approved.___.__---- .--- -. - - -- — . Disapproved .. ». _.._»._.»........_ ..................................... ...... _.-Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after appro%ml has been obtained from the Pi;knnir..,, Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by Improper notice for inspec-lion or faulty materials and/or workmanship. BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Owner of Building l - Architect - ontractor or Builder_ Legal Lot MIAMI SHORES VILLAGE, FLORIDA DATE f : PERMIT N® 7993 Contractor's License No. Bl. 195 <' Work to be performed under this Permit--_ Subdi- vision SQ. Ft. Address of Value of Amt. of Building Project $ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: — BY 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 responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY kq� 17 MIAMI SHORES VILLAGE. FLORIDA BUILDING, ❑ ELECTRICAL ❑ *7 ry DATE PLUMBING ❑ P E R M a T -�v O 8 0 S Q Contractor's License No. ROOFING ❑ ❑ Work to be performed under this Permit-- .___.___ Owner of ,f Riiilrlinrr Architect - ontractor or Builder Legal Lot (I Bl. Description, Subdi- vision Scl. Ft._ Address of Value of Amt. of Building Project $ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. 95 Signed: BY 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 responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 17 WILDING MIAMI SHORES VILLAGE. FLORIDA ❑ MECTRICAL ❑ DATE 195 ?LUMBING ❑ PERMIT N° 9437 Contractor's License No. 1OOFMG ❑ ❑ Work to he performed under this Permit^____ ------ _ —. owner of ; uilding_ architect ,ontractc >r Builder regal )escriptic This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application or in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, ings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is :ed is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work by his agents, servants or employees. Signed BY 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 ining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. :cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY •» r Lot II n Bl. Subdi- vision _ f Scl. Ft. Value of Project $ Amt. of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application or in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, ings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is :ed is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work by his agents, servants or employees. Signed BY 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 ining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. :cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY •» �''' 1` I, MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No.....� .......... Date....... ..'. ®..... .. »... Application is hereby ma for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all riles and regulations of the Building. Division of Miami Shores Village all be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Addr :W ' .................. No ...... »./ �. y _/ .. -• - -- ....Street.......:. ME ............... >.•... Registered Architect d '.. .... ...._.. »... » ............. »..... .......................... an a ...... ..... .. ..... ._ .. ... ._.... .. . ......... ..... Employing Electrician's N _ . ............No...............�. . ».._....Street•._........ Location and Legal Desci Street and Number where State work to be verformi New Lot... » ........................................ . ................. Block ........... . ............................. Subdivision ....•............ .......................... i§ to be performed— No.................................... _ .........: ».. » »...._.... ».... ». Street ....... » .............. _ ................. ......................... and purpose. of building (By Floors) of Stories. ................... Service Size �duit Feeders ...... » .... » ..... Conduit . ..............Main Sw..................... ».... Amps........... - . Main Fuses . ..... . ... _:...:__Am p s Underground Type of Installatio —.. . ................... Tubing........................ B.X.L .................... » ... Metal Moulding ....... ...... ...... » ....... ._ » »..» » .. ».._.... »..... »... Amount of Permit $.... »... .f.» .... ...».....•... .... > .................... »..... (Signed). ..�,�`'.fr.....��✓�.�°?�� , ttrical Inspector. The undersigned app 'cant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the pi ovisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to. be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices u are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Sign .... ».... ».. .. ..... � � ....... Master Electrician. STA'T'E I OF FLORIDA, COUNTY OF DARE: �. Before me, thi: un ersignes authority, a notary public, duty authorized to administer . oaths and take acknowledgments, personally to me well known, and w o, being by me first duly sworn, upon oath deposes and says that he is the --- » ------------- » ------- .... ---- -._:... -- ... . ..... .. ............. ...:' of the above described ociistruction, and he has carefully read the foregoing application, and that he did sign the same, and that all .facts,,. ; therein by him stated are e. ... .. ................ . .......... _.. ........ .... ........... ...... ».--- »...................... .............. .................. »..........G .. »......_....:......:......... ,................... My mmission Expires Notary Pubh State of Fiords NOTE: A re-Inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH . LIGHT PLUG FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL OUTLETS OUTLETS RECE'P'T•S NO. LAMPS OUTLET OUTLET OUTLET CONN: HEATER CONN. HEATER HEATER - CONTR. LIST CHECK NT. DIST. SERVICE SERVICE MOTORS MOTORS NEON RADIO TOTAL, - W. CAB. TEMP. PERM. 0-1 HP 1 -8 HP TRANS. - CONTR. LIST CHECK - - Service Size �duit Feeders ...... » .... » ..... Conduit . ..............Main Sw..................... ».... Amps........... - . Main Fuses . ..... . ... _:...:__Am p s Underground Type of Installatio —.. . ................... Tubing........................ B.X.L .................... » ... Metal Moulding ....... ...... ...... » ....... ._ » »..» » .. ».._.... »..... »... Amount of Permit $.... »... .f.» .... ...».....•... .... > .................... »..... (Signed). ..�,�`'.fr.....��✓�.�°?�� , ttrical Inspector. The undersigned app 'cant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the pi ovisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to. be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices u are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. (Sign .... ».... ».. .. ..... � � ....... Master Electrician. STA'T'E I OF FLORIDA, COUNTY OF DARE: �. Before me, thi: un ersignes authority, a notary public, duty authorized to administer . oaths and take acknowledgments, personally to me well known, and w o, being by me first duly sworn, upon oath deposes and says that he is the --- » ------------- » ------- .... ---- -._:... -- ... . ..... .. ............. ...:' of the above described ociistruction, and he has carefully read the foregoing application, and that he did sign the same, and that all .facts,,. ; therein by him stated are e. ... .. ................ . .......... _.. ........ .... ........... ...... ».--- »...................... .............. .................. »..........G .. »......_....:......:......... ,................... My mmission Expires Notary Pubh State of Fiords NOTE: A re-Inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. o Ct' i MIAMI SHORES VILLAGE, FLA. N° 2068 r JOB F� — r r ADDRESS 444. c t i INSPECTION 2 42, .nn TIME READY fzm� r ti REMARKS: k Y sk t t r 'r INSPECTOR _ DATE r MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No........ � .......... Date . ........... _. »sN.. — ®.... ... »........ Application is hereby made for the approval'of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Budding Ordinance of Miami Shores Village, Florida, and all provisions of the La ' of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shad be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of ork. Owner's Name and Address �° g gP g No.... /.. /.... »........... Street. ..... .......................... Registered Architect and /or Engi .._ ............ . Employing Electrician's N ore . a ..No............ » ... » ..... Street .., ..... ... , 19-1 Location and Legal Description Lot............ :. ............................. Block .............. /....... .... Subdivision................ ............................... Streetand Number .where w rk is to be perfonne "d— No..... .....%.. p� ......_ .......... » .......... » .............Street...,, � _...............�........ ».... ._....... Statework to be perform d purpose of budding (By Floors) .......................... » .............. ....................................... ..................».... ............................... NewBuilding ...........»..........�.....-, Remodeling ..................... . ....... Addition .............................. Repairs. ........ .................... ».......No. of Stories.................... Service ndergroun Size :eeders .... ....... .....Conduit._ ® n S. ........ � . » .... Amps .. ...... /. e. =Main Fuses....../ .». -Amps Type of Instalation— Conuit. ................ » ..... Tubing ........................ BX L .................... ..... Metal Moulding........... .............».....». ............................... Amount of Permit 5.... »... .. �A.R :.`'f »L% » ..... ..... ......................... »..... ( Signed) ............................... ......... Electrical Inspector. The undersigned appli t for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida W rkmen s Compensation Act, being Sectipn 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the pro ' 'ons thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed unde this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores illage. 7S, 3o rfs ( Signed) ................. ... .... » ... ..... »... ».._... ...... »,... ». ...................... �'/ Eleetriaan. STATE OF FLORIDA, g R COUNTY OF DADE. 7 _ Before me, the undersigned authority, a notary public, du y authorized to administer oaths and take acknowledgments, personally appeared..................................................».......»..........--- »--............................ ......».............»...»..»..»........ .................... ».... »...._ ............................... to me well known, and w , being by me first duly sworn, upon oath deposes and says that he is the. » »......_.._ ... »..»» .... ....»... »....__.... »....... »... of the above described eo ction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. . ... .................................. NOTE: A re•inspectiQn fee of $1.00 will he made when materials and /or workmanship, Notary Public, State of Florida» » . . such re-inspection is made necessary by improper notice for inspection, or faulty SWITCH LIGHT I PLUG FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. S�ACE -STRIP TOTAL OUTLETS - OUTLETS CE'P'T'S NO. LAMPS OUTLET OUTLET OUTLET CONN. HEATER CONN. HVTER HEATER CONTR. IISTT n CHECK 100 ENT. DIET. I RVICE SERVICE ° MOTORS MOTORS NEON RADIO - TOTAL. SW. Cpe. TE MP. PERM. s 0.1 HP 1.0 HP TRANS. CONTR. LIST CHECK UU IOU I.Go o o 1 Service ndergroun Size :eeders .... ....... .....Conduit._ ® n S. ........ � . » .... Amps .. ...... /. e. =Main Fuses....../ .». -Amps Type of Instalation— Conuit. ................ » ..... Tubing ........................ BX L .................... ..... Metal Moulding........... .............».....». ............................... Amount of Permit 5.... »... .. �A.R :.`'f »L% » ..... ..... ......................... »..... ( Signed) ............................... ......... Electrical Inspector. The undersigned appli t for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida W rkmen s Compensation Act, being Sectipn 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the pro ' 'ons thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed unde this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores illage. 7S, 3o rfs ( Signed) ................. ... .... » ... ..... »... ».._... ...... »,... ». ...................... �'/ Eleetriaan. STATE OF FLORIDA, g R COUNTY OF DADE. 7 _ Before me, the undersigned authority, a notary public, du y authorized to administer oaths and take acknowledgments, personally appeared..................................................».......»..........--- »--............................ ......».............»...»..»..»........ .................... ».... »...._ ............................... to me well known, and w , being by me first duly sworn, upon oath deposes and says that he is the. » »......_.._ ... »..»» .... ....»... »....__.... »....... »... of the above described eo ction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. . ... .................................. NOTE: A re•inspectiQn fee of $1.00 will he made when materials and /or workmanship, Notary Public, State of Florida» » . . such re-inspection is made necessary by improper notice for inspection, or faulty 4 &4,1 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of due Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Buil4g Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications (must be kept at building during progress of the work. - Date -____ .-- _— _-- _ ---- — ----- — ----------- 19 Owners Name and Ad ress...... - - -- --- ...--- •-- ------ --- - No.6�1KI- - - - - -- Street ..... - ® ...... Registered Architect an or Engineer. - --- - - - -• -• • - -- •... ... , d_...� - - - - - -- - Name and address of li nsed contractor ------ . - _ _ — °-- Q.... -...- °----_ ... — ......... _. ................................... _.- _...._. Location and legal description of lot to be built on: �-- ----- - i........ Block._ ......... ....... f --- ------ - Street and Number where work is to be -- - - - - -T State work to be done and purpose of building (by floors)_..._.-_...---------------_--.-.--- ----•-- __-- _- _- _--- -------- _ ..-- ---- -- ----- -- ----- ___------- ------ _v_ and for no other purpose. New Building _.— .._ ............. -..... Remodeling _......_ ................. Addition._.. - ................ Repairs........ _....__._.- _. - - -- No. of Stories .......................... To be constructed of ........... _ ........... ... Kind of foundation ..._..-- ----------------- - -------- — ...... _ ........ _ Roof Covering ... - ............. ................ .-.----_-__-- a, Estimated Total cost of 'improvements $ =- . - - - -_ ®e ®a — _ - of P._er- .m.it $.... Zone cubs g e r uire d.�_._._ __..__.__ -;.z . . � —• . ` ° --tJ- -- -_ 1-� -- --_' - - - - - ------------------ _-------- Distance to next nearest building - - -_. __.._.__._- _ - -_ -._ _ ____ __.__ —Size of Building Lot -------- - _-_- .... - - - -_ .... .......... _ ....... ___.----------------------- Maximum live load to be borne by each floor- _— ...__... _ �.___ --- � - - - - -_ ._ _ --------------------- I hereby submit aithe piaans and specifications for said building. All notices with reference to the building and its construction may besent to - -- - — �- ___ — _ ..__ _ —_ -__ _ _ — -__ ------------------------- - - - - -- __— - ----------- - - -_ -- ...................... The undersigned appplicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida, Permanent Supplement, and has complied with tt a provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for' specti on on the site of the work such public notice or notices as are required by the Act. The, undersigned agrees to employ only such ntr or , on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks.-- ._.____ STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared--- -_ - - -. __ ____— _ _ .__ --- _-- _._.__ _..._. - - -- -___ -- __ --- -------------- ___ me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ - _......................................................... _ . .... . . . . . .. ........ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. _____. pate._ ; ' _ Read, Sworn to and Subscribed before me. Disapproved___ _._ . - . D e .. _ _ - --------- - ----- - ----- - -------- --._.- ......................... ---- ............. -._ _ Notary Public, State of Florida (Signed) - Buil g I for My Commission Expires ..... --------- — ...._.— _---- --._..— ---- _--- Chairman ... _ ............... — _ _ Member �-_� —� —� Member Member __ —._,. - -•__ -_ _ _ _ Member.......... — ---- ___ __-- •---- -• - - -- __.___ ___ — Member _ _ ._.._...___ .__ _.____ _.._ -- ------- ----- -....... Council Approved.--.._ �___------ .--------- .- __.- .— •- .. --.-_ Date Disapproved ------ -------- — ------------------------------------------------------------ .Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or wor anship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR EWIL®ING PERMIT Application is here made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or icaut ein described. This application is made in compliance and conformity with the Building Ordinance of Miami Sorlorida, d all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and re g Diviion oMiamShores Village shall be complied with, whether herein specified or not. A copy of approved plans and s ast be kept at building during progress of the work. Date..._. / �° - �--- -- ------- •---- •------ ...— ......._..,19.. Owner's Nam® and Ad ess .- �------------ ...----- - - - -� �- S�� --------- - - -• -- ------------- - ----- No.__..�.4 -t _ street_.6�.� -. � ®_� - -_,IT Registered Architect and jor Engineer._.. ................................ ----- - - -_ -- -- •----- - - ---- ---------------- ----------- •----------- - - - - -- ' Name and address of li4nsed contractor _._..... --- - -_ - -- _� 2_ �s - ----------- --- - - - --- - Location and legal description of lot to be built on: Lot--._ .._._.._•. .... - ... ---- ---- ..... Block . _ .................. - ........... Subdivision -------------------- ----------- -- _ _..... ------ _- ---------- - ---- - Street and Number where work is to be done---- - - - - -- State work to be done and purpose of building (by floors) ----------------------------------- m for no other purpose. New Building.---- ..— ... ........... Remodeling ---------- -............... Addition -- ._.---------- _--- ------- Repairs ............... _......... No. of Stories ...... To be constructed of ...... ----_-_-----_-- . Kind of foundation.---- ------------------------------------------------- - • - - - -- Roof Covering ............................ �ss Estimated Total cost of improvements $ ------ __ ..---- -- _ -- -__ _Amount of Permit -$ --------- --_- --- — ----------------- -------------------- Zone cubage required _ 1.______._ _________._.___ - - - - -- - - -_- -plan Cubage-- - - - - -- _----.—.---------- Distance to next nearest) building ------- --------------- --------- — ._.- ._.._...__. _Size of Building Lot ...... _..- ....... --._.-.. --------- --..................................... Maximum live load to bed borne by each floor --- --- - ----- - - - -___ ,__ ----- ------- _- _------- ._.___ __. — --- ____---- --- ---__-_---------------- ---------------- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to—.---- — —_ _ — - - -------------------------------------------- - - - - -- ----------- - - - - -- — - - — ------ --- - - - - -- --------------_ undersigned ap licant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Flori la Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with t ie provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be perfor ned under this permit; and will post or cause to be post or inspection on the site of the work such public notice or notices as are requirec by the Act. The undersigned agrees to employ only subeontractors, on vvr& to be performed under this permit, as are licensed b y Miami Shores Village. Remarks — _ _ ,— ____ -_ ( Signed ) STATE OF FLORIDA, COUNTY OF DADE. ss' 0 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared•---------- - - - - -- _._ _ ._ _ - -- • - - - - -- -- -- - -_ _ _ ..._— - - ----- _----- - - - - -- and who, being by me t duly sworn, upon oath deposes of the above described construction, that be has carefully r therein by him stated are, true. Permit No. __ ___ Date.._ Disapproved __ (Signed) - -- -- ----- - - - - - -- _ ._._ _ Building Inspector Chairman . -_ .._. Member Member me well known, heis the - --------_----•---------_----- ............................ - ing application, and that he did sign the same, and that all facts Read, Sworn to and Subscribed before me. -------------- ------- ----- ------------ -- - - -- - - _ —_ — .._... Notary Public, State of Florida '?4,y Commission Expires- .----- ------- •- - -_'_> --- ------------- ---- .__._�. z BOARD - _.__— _------ _------- --- - -.- .____.__..._DATE Member Member M ber _...- - °- Council Approved-- � __--_- .--------- Disapproved --- ------ - ._ ........... .... Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Ir _ % __ . . 43 .3 h " t N, C AZ l04 CD MIAMI SHORES VIIIIAGE; PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit Date ("I ---------- Ai pli(*#on is hereby made for the approval of the detailed statement of the plan and specifications herewith submitted for the building or;other structure herein described. T41s application is made in compliance and conformity with the' Ordinance of Miami Shores Village, Florida, and all provisions of the LaNis of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or mot A copy of approved plane and specifications must be kept at 'budding during progress of work. Hell A ms's Name and No . TV. Registered Architect and/or Employing Plumber's Na" Liocation and- Legal Descri�ow Lot Alm-Ir Street a and Number when work Is to be perfcrmed—No__� Street. State W01k to be performell and purpose. of budding (BY Floors) New.Budding.-_ Remodeling Addition.___ Rte____...- ..__ -._. No. of Stories. -_ ...... . ........ Sim %p* Tank_ Type Of Tank— �____Capacfty Fed of Drain Tile i Dist. Fed of Tank: or Drain Field from Well Nature of Water SuPlAY: C�WW-m -size of soakage Pit--- Amount of Permit ffN The undersigned a s , t for this building permit does hereby certify that he understands and accepts his obliatiolfilas an employer of labor *"P=t undgr the Florida Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent and bus com- plied with the provisions th eof, and will require similar compliance from 02 contractors or.sub-=tractors employ— _y him in the work to be performed under -this P8=3di a and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The , mderdped agrees to employ only such sub-contractorsi on work to be performed under this permit, as are licensed by Miud Shures 1V Mage. STATE OF FLORMA, Y COUN7T OF DADE.. Before me, the undersigned authodtyanotaypMicddyauffialzed'tm administer oaths and take a0mowledgments, personally appeared to me well known, and who being by me first "Y wap, uvcm* oath' denoses and. says that he is. the Of the above that he has e �regolng qpjdicafion, and that he did sign the same, and that all facts therein by him. stated are e.. 7 CLOSaTe ATM TUBS SHOWERS LAVA- TORIES SINK SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS TOTAL FIXTURES LIST 7 CHECK SEPTIC TANK SEWER CONN. DRAIN. FIELD SOAKAGE IT GREASE' TRAP SOLAR HEATER DEW SPRKLR. WELL SYSTEM SWIM'G POOL CONTR. LIST 001, CHECK Sim %p* Tank_ Type Of Tank— �____Capacfty Fed of Drain Tile i Dist. Fed of Tank: or Drain Field from Well Nature of Water SuPlAY: C�WW-m -size of soakage Pit--- Amount of Permit ffN The undersigned a s , t for this building permit does hereby certify that he understands and accepts his obliatiolfilas an employer of labor *"P=t undgr the Florida Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent and bus com- plied with the provisions th eof, and will require similar compliance from 02 contractors or.sub-=tractors employ— _y him in the work to be performed under -this P8=3di a and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The , mderdped agrees to employ only such sub-contractorsi on work to be performed under this permit, as are licensed by Miud Shures 1V Mage. STATE OF FLORMA, Y COUN7T OF DADE.. Before me, the undersigned authodtyanotaypMicddyauffialzed'tm administer oaths and take a0mowledgments, personally appeared to me well known, and who being by me first "Y wap, uvcm* oath' denoses and. says that he is. the Of the above that he has e �regolng qpjdicafion, and that he did sign the same, and that all facts therein by him. stated are e.. 7 MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBINGMI�° Permit No.--!- P ®I?-- 0 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith sub structure herein described. This application is made in compliance and conformity with the Building Ordinance of and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regu of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and building during progress of work, , 'A ► A It Owner's Name and Registered Architect and /or Employing Plumber's Name Location and Legal Description Lot_._.. Street and Number where work is to be State work to be performe8 and purpose of building (By Flows) for the building or other Shores Village, Florida, of the Building Division cations must be kept at No. Street _ ..�.__ _ _ __.� __ -._•- New.Budding _-- __-- -- Remodeling Addition_ __ -- Repairs -- ------- - -_-.- 1 o. of Stories. -. -.-.---.--_--- Size Septic Tank_... _- ® Type of Tank- -_ -_ . -.. — Capacity Cals�_ Feat of Drain Til _ Feet of Tank or Drain Field from Well Nature of Water Supply: City—WeIL _Size of Soakage Pit_._._._._.. i Amount of Permit $ a2 Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligi tions as an employer of labor under the Florida Workmen's Compensation Act, being Section 5986, Compiled General Laws of Florida Permanen Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employ, by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such pub Ic notice or notices as are reggired by the Act. The undersigned agrees to employ only such sub - contractors, on k to be pert rmed der this permit, as are licensed by Miami Shores Village. J , (Signed) _ - _. Plumber. STATE OF FLORIDA, l COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take to we well known, and who, being by me first duly sworn, upon 'oath deposes and.mys that he is of the above described construction, that he has carefully read the foregoing application, and that he did sign therein by him stated are true. MY Commission Expires NOTE: A mhapection fee of $1.00 will be made when such re- inspection is made necessary by improper materials and /or workmanship. nts, personally appeared same, and that all facts Florida for inspection, or faulty BATH SHOWERS LAVA- SINKS SLOP LAUNDRY URINALS CATCH FLOOR DRINKING TOTAL CLOSETS TUBS .TORIES SINKS Tues BASIN DRAIN FOUNT•Ne FIXTURES CON". LISTLIST' CHECK SEPTIC SEWER DRAIN .SOAKAGE GREASE' SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. LIST CHECK Size Septic Tank_... _- ® Type of Tank- -_ -_ . -.. — Capacity Cals�_ Feat of Drain Til _ Feet of Tank or Drain Field from Well Nature of Water Supply: City—WeIL _Size of Soakage Pit_._._._._.. i Amount of Permit $ a2 Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligi tions as an employer of labor under the Florida Workmen's Compensation Act, being Section 5986, Compiled General Laws of Florida Permanen Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employ, by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such pub Ic notice or notices as are reggired by the Act. The undersigned agrees to employ only such sub - contractors, on k to be pert rmed der this permit, as are licensed by Miami Shores Village. J , (Signed) _ - _. Plumber. STATE OF FLORIDA, l COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take to we well known, and who, being by me first duly sworn, upon 'oath deposes and.mys that he is of the above described construction, that he has carefully read the foregoing application, and that he did sign therein by him stated are true. MY Commission Expires NOTE: A mhapection fee of $1.00 will be made when such re- inspection is made necessary by improper materials and /or workmanship. nts, personally appeared same, and that all facts Florida for inspection, or faulty Permit No.- 9 -.2- Application is hereby made f structure herein described. T1 and all provisions of the Lawi of Miami Shores Village shat budding during progress of w Owner's Name and Registered Architect and/or Employing PhnoWs Name Location and Legal Descrip Street and Number where v MIAMI SHORES VILLAG'E PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT r ' the approval of the detailed statement of the plans and specifications herewith submitted for the budding or other s application is made in compliance and conformity with the Buddiog'Ordinance of Miami Shores Village, Florida, of the State of Florida, all ordinances of Miami Sham Village and all rules and regulations of the Building Division be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at No. — SbWL—. S Lot .2— lock is to be performed -No __I_tt_�� p . RE State work to be pmf=ea and purpose of building (By Floors)— NOW Wag ✓ -I-- Remodeling Addition----. Repairs...._._._- - - - - -- — No. of Stories-....J . ..... performed under this permit; requAred by We Act. The u licensed by Miami Sham VI STATE OF FLORIDA, COUNTY OF DADE. I Before me, the will post or cause to be posted' for insp&-.dou on the site of the work such public notice or notices as are dgned agrees to employ only such sub - contractors, on work to be performed under this permit, as are of J (Sigmd)- Master Plumber. authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, b I eing by me first duly swam, upon oath deposes and. says that he is the-- Of 60 above described cons4ruction, that he has carefully read the foregoing application, and that he did sign the some, and that all facts therain by him siWQ- are true.1 Notary Public, State of Florida e of $1.00 will be made when mwh winspection is made•necessaxy by improper notice for inspection, or faulty CLOSETS 7=86' SPOWIDIS LAVA- TORIES SINKS SLOP LAUNDRY RINALS SINKS TUBS Y CATCH BASIN FLOOR DRAIN DRINKING FOUNT•NS TOTAL FIXTURES CO WISNT" . T 1.3 _ .41 Y_ CHECK 1:;� 30 0 Irl SEPTIC SEWER 'DRAIN SOAKAGE GRE"LE im""R DEEP SPRKLR. SWING TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL OCWM . LIST CHECK: toe Size Septic Tank_ ti Type of Tank— _-_Capacity Fed of Drain Tile— 131 Feet of Tank or Drain Field from Well Nature of Water Supply 6;)WdL _Size of Soakage Pit - Amount Of Permit $ 14 C-b - (Signed) Plumbing Inspector. The undersigned app lica t for this building permit does hereby certify that he understands and accepts his obhgation s an employer of labor under the Florida Workmev's Compensation Act, being Section 5988, Compiled General Laws of i Florida Permanent Supplement, and has com- oNd with the vro%ridous ther6of. and will reauke similar mmollance from all contractors or sub-contractors employed by him in the work to he performed under this permit; requAred by We Act. The u licensed by Miami Sham VI STATE OF FLORIDA, COUNTY OF DADE. I Before me, the will post or cause to be posted' for insp&-.dou on the site of the work such public notice or notices as are dgned agrees to employ only such sub - contractors, on work to be performed under this permit, as are of J (Sigmd)- Master Plumber. authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, b I eing by me first duly swam, upon oath deposes and. says that he is the-- Of 60 above described cons4ruction, that he has carefully read the foregoing application, and that he did sign the some, and that all facts therain by him siWQ- are true.1 Notary Public, State of Florida e of $1.00 will be made when mwh winspection is made•necessaxy by improper notice for inspection, or faulty yep co PE MIT APPLICATION FOR MIAMI SHORES VILLAGE r Date Job Address Tax olio 0/7 0 aA Legal Description .40-7- E-671S A-r7�b pie �® (!!Der Lessee / Tenant Master Permit # Owner's Address Co;e: ® Phone P/ /t✓ Contracting Co. Address Ue- J ' SS4�� Qualifier, t� - Phone # - Competency State # Municipal # Ins.Co. /vim —A - &Zx ¢6 4i:� Architect /Engineer Address'! Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL LUMBING MECHANIICAL ROOFIN PAYING FENCE SIGN WORK DESCRIPTION 007 cY� �F�v Square Ft. / Estimated Cost(value) I4�1 c WARNING TO OWNER: YOU MUST RECORD A NOTICE OF1COMMENGEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR I PROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR ENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit t do work and installation as indicated above, and on the attached addendum (if applicable). I cf rtify that all work will be performed to meet the standards of all la s regulating construction � SIGNS, n this Jurisdiction. I understand that separate permits are require for ELECTRICAL, PLUMBING, POOLS, R60FING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the fore ing information is accurate and that all work will be done in compliance with all applicable laws iegulating construction and zoning. Furthermore, I auth rize the ab ve awed ontr c I o to do the ork stated. Signaturgl of Con actor ,r - Builder Sign re owner and/or Co o President Date: _ _ Notary as: to Contractai o_r (honer - Builder Notary as to Owner and/or o° PresidP� I My Commission Expires: SPRY P�je OFFICIAL NOTARY O %i SHEILA O'MELI�' EAL My Commission Expires: = N NO lailnl ..STATE ®g FLORIDi COMMISSION NU ER ie:V CCNI@rtjSS}ot4_EYPIRE3s MAR. �1, 199 s BONDED THi NOTAky PUZLIC UND RlNRIT C C Z 1511 9ttk * 1t * * �, �`% MY C&MISSIOIr! �) EXP. OF;' O AUG. 10 19 6 4 FEES: PERMIT RADON. C.C.F NOTARY TOTAL DUEJ%�gV I APPROVED: Fire Other Zoninst Building= Electrical Mechanical Plu ing„ Engineering Ili 14 f 4q �1�fo :S`4' CiAlooe-1,f MIAMI SHORES VILLAGE BUILDING INSPECTION _DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure erein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications! must be kept at building during progress of the work. Date. A' v ..�._ — ._.._..._.._ Owners Name and Ad ess_ .............. °" Registered Architect an /or Engineer__ W -- J -- ...... - ----------- * ..... _ ... � a....----------•----..._....... .---- •------ ...._............ -- -- •----- • -• - -- Name and address of licensed contractor.: ---- . -.f_v ..-_ -------- __ ------------------------------------------------------------ Location and legal description of lot to be built on:, Block._ -___.. Street and Number where work is to be State work to be done and purpose of b .. .................. _ New Building...._ ..... . To be constructed of Estimated Total cost Zone cubage require for no other purpose. -- _._.-. Remodeling ----- -___- ------ . - -_ -- Addition .......................... Repairs .......................... No. of Stories...... ..._- ................. kind of ---- .... ................................ .. ......... - Roof Covering ........................... improvements $ ....... _- _ _.._.:_..-- --_Amount of Permit S ......... - ........ ..... .................. _ ....... _......... Cubage--- ------ - --------- ------------- ------ - --- ------------ _- ---------- -_-- -- Distance to next neare� building _ - _._..__._.-_— .__... _ ._.._..Size of Building Lot._ ---._.__--. _._._ ....... _ ............................ Maximum live load to be borne by each floor- _-...__. _ ._._.__.._._ _ _._ _ -- _.____—_--___-- .... _ ............................. . I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may - -- be ser;t to__ The undersigned appplicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the pprovisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performe d. under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such suntractors, on work to be perfo under this permit, as are licensed y Miami Shores Village. sb�, //, I - j a STATE OF FLORLD COUNTY OF DADE� �• Before me, the peared — --- and who, beingg by me first d of the above described!constr therein by him stated are true. Permit No. 6 i authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- me well known, sworn, upon oath deposes and says that he is t he . ............. .-- ........... _ ............................ - ._ .................. _.._.... Sri, that he has carefully read the foregoing application, and that he did sign the same, and that all facts Read, Sworn to and Subscribed before me. Disapproved __ __ - -.- Da Notary Public, State of Florida ( Signed) - - -__ _ ^ ._._..- - •--- .- • - -.._ .._ . Building Inspec r My Commission Expires__ .............. _._ .............. _.._ ...... _........... P NING BOARD .....__---- - ........... __.. - _._.__._._...._.DATE Chairman .__._.___.... - - -._._ ---- ___ - - -_- _ � _ .._ ----- Member ------- ---------- _ ----- ----- __._ ................ -.................... Member ------ - -____ ......_....._ . Y__..___' w _,.____ Member _ - _ _.-- ..._....— - -- Member ........... r._.__ _ Member Council Approved --- ---- —_ -- __...._.. -..._ --Date Disapproved --------------- •----- __...------ __..- . ....... ...........................Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection f of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or ianship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT i APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure harem described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, sse�nnd all pro0sions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. November 99 59 Owners Name and Add G C ©nit. _CompangDate.____ _. .....----- ,19........ - •------ .. __ No:._._. ........ __ -... Street._ ............... _ ...................... Registered Architect and /or Engineer... -- - _ ..... .............. . . . ... . ---- --- --- --- -- -- - ---- - -- --•- -- - _..._._.......- -•-... • - -- Sheet Metal Spec. Co., X73 N.W. lst St., Miami O$F'la. Name and address of licensed contractor..----------_.._._.,_. _..__.._.._._.._.- .------ •. - - -- - _.._ .._. _._. _.__.----------------...---...---- .--- ....-------- ._.__... - - -- Location and legal description of lot to be built on: Lot-_ _...___- _- .-- -• - - -. Block ._ ........ .. ........ _ ... __ - ---- Subdivision ...... --------- --- --- . - - -_- _. _ -_ ...... ___ ___ ......... ................. Street and Number where work is to be done _..... 11 N, —E! .102nd Street State work to be done and purpose of building (by floors) _.....,.__..... ..... _..__ ___ ................. _ ....... _ ... . ...._ -_-.__ . -_ .... -. -- •-- .-- -• - -.. Roof in addi t3 on to residence _ i _._._._------ --------- --- -...__ ..__....___. _ _ ------------------------ - - -. -- ___. ___ _-- ....... ................... ___ _ and for no other purpose. ------ •- •-..._. New Building .___ _-............... Remodeling ---------- _.- ._-- .- - - - -__ Addition...__ Repairs .......................... No. of Stories ......................... . To be Estimated eruct cost .. improvements lQnd of foundation__ _-_-----•---___ .._.._..__._..._.__........... — Roof Covering...... TILE.. & - - -YJU 1t__ Up p ............... 7 .00. Amount of Permit $. 5 tOO_ Zone cubage required-_ � ..... ._ _ _ __. Plan Cubage_._,_--_------------.- ...... ....... -__.. ........... _„__ ._............................. Distance to next nearest building_.._.— ----- .____ - - -- _Size of Building Lot •__ ... _ — X00 SCi. _ f ................................ Maximum live load to b� borne by each floor-- , - - - - -- __ , . __ __ - _--- - - -___ _ _ __.. ._.__-__ ... -_.--_ ..... _ ................... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to._ _._ - .- _ _ ___ _ — -- - — ---- - ----- _ ...- — -- — - -------- - - - - -- ...................................... The undersigned ap' licant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Mrpi a Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be perfo ed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are require by the -Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village, Remarks ._____ ,! (signed) ----- SHEET -METAL SPECIALTY COMPANY STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ...... .._.___to me well known, and who, ! jnnj by me �=tduly sworn, upon oath deposes and says that he is the..._--- ------------ ------------ _ -_ - - -. _ .. _ -.. _.,__. _. . of the above describedction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Date.__1J ! _: ----- Read, Sworn to and Subscribed before me. Disapproved ._. _ -1. D _ _. -- - - - - -- - -- - - - -- ( Signed) _. tary Public, State of Florida B 4soctor My Commission Expires ----------- _.._........... .................____.____ _ -- BOARD ChairmanMember _- _.— --------- _ ------ _.- -_. -------------------------------------- Member. _ __ _ ___..__._ . _ ...... _ _ Member _.— -------- -- -_ ... _ , ..- .._.._..____ -__... __ _ ._..._....__ _ .__.. _ Member Council Approved —..-----Date Disapproved -- _------ - --._- ------------ ---- .____..__ - - -_. - _- _ -_ - -. - - -- -Date NOTE: A charge f $1.04 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. POMIT APPLICATION Date Z ob Legal Description Owner)Lessee /Tenant ," e r Owner's Address Q Contracting Co. Queer State # Architect/EngineerA) Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION Square Ft. CA:?® WARNING TO OWN RESULT IN YOUR PA CONSULT WITH YO' &= (® Municipal # UILDING ELECTRICAL R MIAMI SHORES VILLAGE ' r TaxFolio fistoricaliy Designated: !,Yes No !� Master Permit # � "3r PhonyO�S-7 — �� 5-► 7 d V e-1 -3 Address Ss#, Phone -7 5' 7 -e _ Compdenq #L p — Ins. Co. NG MECHANICAL ROOFING PAVING FENCE SIGN III' Estimated Cost (value) 500 YOU MUST RECORD A NOTICE,IOF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY ' TWICE FOR EWPROVEMENT5 T YOUR PROPERTY'(IF YOU INTEND TO OBTAIN FINANCING, ENDER OR AN ATTORNEY BEFO RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby m to obtain a permit to do work and inst certify that all work will performed to meet the standards of all permits are required for EL CTRICAL, PLUMBING, SIGNS, POOI OWNER'S AFFIDAVIT: il certify that all the foregoing information laws regulating construction and zoning. Furthermore, I authorize the bon as indicated above, and on the attached addendum (if applicable). I Ws regulating consttucI �ion in this jurisdiction. I understand that separate ROOFING and MECIIANICAL WORK. accurate and that all work will be done in compliance with all applicable cave -named contractor ! to do the work stated. Sign e o caner and/or Condo Presi nt bate , Signature of Contrac itor or Owner - Builder Date Notary as to Owner and/or ondo President Date Notary as to Contractor or Owner - Builder Date My Commission Expires: My Commission Expires: I ,,jPRV P&i, %]P''FI&L -1 NOTARY SEAL © SCO w DAViS COMMISSION NUMBER IC C(:1-55231 MY CC AMISSION EXP. OF Ft� s� r 25 1997 FEES: PERMIT C.C.F. I_NOTARY, r BOND TOTAL DUE APPROVED: it APPR 4,. Zening Building Electrical Mechanical Plumbing Engineering .. bVaNER'S NAME RESENT ADDRESS LICENSE NO. PHONE NO. Guernsey Constrrx Lion Co. I I JOB LOCATION (ST. OR AVE.) LOT BLOCK SUBDIVISION 1 N.E. 102nd beet 21 I SBP Let. GENERAL CONTRACTOR ADDRESS II j PHONE NO. LICENSE NO. R.H. Guernsey BUILDER'S BOND BUILDING PERMIT NO. 2549 I DATE 10 -116055 PERMIT FEE'I!S �� NO. DATE I 31+9128 179000 ZONE REQUIREMENTS CU FT. PLAN UBE T! EST. COST S DATE DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE gHECKED BY: TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION CBS I I 1 I file I t�v @1 tale and clear w&, floc NEW CONSTRUCTION DESCRIPTION P as er Iii s an co ngs {,�,,,,, 1L Wi 3 d %6- ba hs!i V Qn_dining room—living room— garage REPAIRS DESCRIPTION ALTERATION ADDITION APPROVED REJECTED RIIFERRED TO COUNCIL REASONS SUBMITTED TO PLANNING BOARD I I � d I I RE- SUBMITTED TO PLANNING BOARD i REMARKS SUBMITTED TO VILLAGE COUNCIL e CERTIFICATE OF OCCUPANCY NO. Y ISSUEd' BY TO B ILDING PERMIT AND INSPECTION (RECORD -MIAMI SHORES VILLAGE ti -tiny , BUILDING INSPECTIONS 2 d /°'�" INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION BEAMS & LINTELS, FRAMING FINAL CLEAN -UP c PLUMBING PERMITS & INSPECTIONS CONTRACTOR PoLlf, . PHONE PERMIT NO. DATE FEE $ O NEW SLOG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ SEPTIC TANK SEWER $ SOLAR HEATER $ GAS $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING GAS SEWER SEPTIC TANK SOLAR HEATER FIXTURES ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR PHONE PERMIT NO. q 2 1 DATE t Z ',5 FEE S 14EW BLDG. ALTERATION ADDITION R PAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE 44 AT $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS - $ FIXTURES. $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ®( ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL APPROVAL TO POWER CO. FOR SERVICE DATE BY .61 14 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION, FOR BUILDING PERMIT Application is b e.. I y made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing r structure rein Ing e ein des his application is made In compliance and conformity with the Building Ordinance of Miami Shores Village, I d d all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and re e a regulations of Z lriu,!� g Division of Miami Shores .Village shall be cvmpli;l with, whether herein specified or not. A copy of approved 9 , plans and specifications ust be kept at building during progress of the work. Owner's Name and Ad Registered Architect I/or Engineer.._-. Date--- .__._....- - - - -•. . .......... . ............................ . . Street_.' Name and address of h4ense4 --------_--------------------- . ... . .. . ....................................... . .. . ...... Location and legal descri bon of lot to be built on: Lot ---------- c::::. -4 ................. Block ..................... . ........... Subdivision. ...................... 77-'�� ----- Street and Number where work is to be done_._ .. . .......... State work to be done and purpose of building (by floors)- .. ........ ....... . .. . . for no other purpose. New Building._.J��__-.j ...... . ..... Remodeling....._ .............. . - Addition --._- ....- _............. Repairs. - -... . ......... . ........ No. of Stories ....... I--------.--_--- To 49_� AL—A A be constructed oL.C'AW.... Kind of foundation-_ S:- AwW4w .... . .... Roof Covering_ .......... Estimated Total cost of improvements .-Amount of Permit $- ------- ----- - -- Zone cubage re _____Pm cubage .... 31Z, Distance to next neare4 _ .....-Size of Building Lot . . ....... . . . . ......... . .................. . .................. Maximum live load to br boroety each floor___ . . ........................ I hereby submit all Ithe plans and specifications for said building. All notices with reference to the building and its construction may besent to- - ----_ : . ... . ......... . . . .... . ............. . ....... . . . .. . . . .... . .......... . ............................... The undersigned 4 plicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Flo da Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with he provisions thereof, and will require similar compliance from all contractors or sub,-contractors employed by him in the work to be perfo med under this permit; and will post or cause to be posted for Inspection on the site oi the work such public notice or notices as are require by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit as are licensed Miami Shores Village. Remarks---1 ( Signed) Z_ --- STATE OF FLORIDA COUNTY OF DADE. 1 1 as. Before me, the geared authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap. —_to me well known, and who, by me first duly sworn, upon oath deposes and says that he is the- --_-------- - ------- - - - -- . ................ . . ................ . . of the above nit scribed construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated aro true. Permit No. 60!14 Date. L ®" I L-_4 -r— Read, Sworn to and Subscribed before me. Disapproved (Signed) .-- Chairman Member Member Council J Notary Public, State of Florida Inspector My Commission Expires ..................................................... ... PLANNING BOARD ... . .. Member — - ----- - - ----- Member . . ...... Member ......... Disapproved-- - - --- - ----- - ----- - ------- ------------------------------------------------ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Date 2' ;MT Job =",MTf J� Owner's Address 14" Contracting Co. F1 " , Quamer State # ArclutectJEngineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION Square Ft. APPLICATION e-As B ij Municipal # ELECTRICAL PLUA Teti U WARNING TO OWNER: !YOU MUST RECORD A NOTICE RESULT IN YOUR PAYING TWICE FOR 11"ROVEMENTS T CONSULT WITH YOUR.L,ENDER OR AN ATTORNEY BEF0 MIAMI Folio VILLAGE ically Designated: Yes No Master Permit # 42-1 -M Phone Adams Competency # Address Address Address Ins. Co. P-) e MECHANICAL ROOFING PAVING FENCE SIGN istimated Cost (value) IF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, E RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made Lo obtain a permit to do work and installation as indicated above and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all *s regulating construction in this jurisdiction. I understand that separate permits are required for ELEC TRICAL, PLUMBING, SIGNS, POOLSROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I that all the foregoing information laws regulating construction d zoning. Furthermore, I authorize the SignatiW 6f8wner and/or 1 Notary o and/or My ion Expires: SANOy ti V N(Y ARY PIUP1 X STd MY Cum M1;,4%1?:7f� I FEES: PERMIT APPROVED: Zming Mechanical C 1 178ie &� 7)! OF PLORMA I �E�i8984 RADON C.C.F. Plumbing accurate and that all work will be done in compliance with all applicable rove -named contractor to do the work stated NOTARYI BOND TOTAL DUE ~T Elec' ical J� ��t! �' `i'/z:v 0/7 �S Engineering Signature of Contractor or Owner - Builder Date Notary aslto Contractor,or Owner - Builder Date y rd� M Commission Expires: �- l U��i Y P OFFICIAL NOTARI-EXP. pa�� SAN ®RA M MO 0 COMMISSION NUMBER Q CC4012 MY COMMISSIO�,,� 7 NOTARYI BOND TOTAL DUE ~T Elec' ical J� ��t! �' `i'/z:v 0/7 �S Engineering ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.). PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER I RECEPTACLES A/C (WIND) 0ISPOSAL SERVICE TEMPORARY A/C (CENTRAL) ORINKING FOUNTAIN SERVICE SIZE IN AMPS OIJCT WORK FLOOR DRAIN SERVICE REPAIR/`METER MMM REFRIGERATION GREASE TRAP APPLIANCE OUTLETS -4 PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP " IS Ti UNDERG RaM TANKS LAVATORY OVEN -?c, -, nr c ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS 908 MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIOENCE MOTORS OVER 5- B HP TRANSPORT ING ASSEMBLIES SINK, SLOP MOTORS OVER B- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REJNSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SP R INKLER -WELL SPECIAL RPM SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFG%IERS UTILITY -SEWER SIGN TIME CLOCK 91 ITY -WATER F IXTURES ec SL a SEPTIC TANK ANNA RELAY TELEVISION OUTLETS DRAINFIELO, 4- TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN 01SDiMIGE WELL ST IC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STA.NOPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING PE�tMIT APPLICATION Date `? -"—_f5 Job Legal Description Owner/I.essee / Tenant Owner's Address f 44 Contracting Co. Architect/Enginaer. . _T\ Bonding Company Mortgagor Permft Type (circle one): WORK DESCRIPTION �`-' Square Ft. Municipal #, ELECTRICAL O I MIA11!,II SHOOS VILLAGE Tax Folio 2 ca11y Designated: es No Master Permit # Phmry V1, ®� Competmey # Ins. Co. Address J 11 �,� 4R79 + P1. 33A) Address �i Address 1B 14G CHANICAL ROOFING PAVING FENCE SIGN Cost (value) '! WARNING TO OWNER: YOU MUST RECORD A NOTICE RESULT IN YOUR PAYIN TWICE FOR RKPROVEMENTS T, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFC Application is hereby made certify that all work will be permits are required for ELEI OWNER'S AFFIDAVIT: I laws regulating construction and/or obtain a permit to do work and insta formed to meet the standards of all tICAL, PLUMBING, SIGNS, POOL :ify that all the foregoing information zoning. Furthermore, I authorize the President My on Expires: �-, FFICIAL NOTARYSEAL SANDY BACHER NOTARY PUBLIC ATE OF FLORIDA COMMISSIO NO3 CC678M MY C<>Iv MISSIO1, EXP. SEPT 9 FEES: PERMIT RADON APPROVED: Zoning Mechanical Plumbing IF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY YOUR PROPERTY YOU INTEND TO OBTAIN FINANCING, E RECORDING YOUR NOTICE OF COMMENCEMENT.) lion as indicated above, and on the attached addendum (if applicable). I vs regulating construction in this jurisdiction. I understand that separate ROOFING and MECHANICAL WORK accurate and that all work will be done in compliance with all applicable rove -named contractor to do the work stated 7 '7f � • 1 1 � 1. _ _ _ _ � . ARY BOND TOTAL DUE Electrical _Engineering C.C.F. Zoning Mechanical Plumbing IF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY YOUR PROPERTY YOU INTEND TO OBTAIN FINANCING, E RECORDING YOUR NOTICE OF COMMENCEMENT.) lion as indicated above, and on the attached addendum (if applicable). I vs regulating construction in this jurisdiction. I understand that separate ROOFING and MECHANICAL WORK accurate and that all work will be done in compliance with all applicable rove -named contractor to do the work stated 7 '7f � • 1 1 � 1. _ _ _ _ � . ARY BOND TOTAL DUE Electrical _Engineering PERMIT APPLICATION FOF Date 2/25/98 Job Legal Description Owner / Lessee / T Owner's Address__ Contracting Co. Qualifier Douglas State # 021452 Architect /Engineer Bonding Company, Permit Type(circle WORK DESCRIPTI Square Pt MIAMI SHORES VILLAGE Tax Polio Howell Master Permit # 10 ct2 NE 102 St. Phone s Orr Plumbin Ilnc. Address j30L Flagler Dr.,' Miami Spgs rj SSIL Phone 887 -1687 ;ipal # Compet cy # 0012463 1 Ins.Co. 8/2/98 Address :•BUILDING ELECTRICAL econnect kitchen':sink. maker to refrigex Address Address (PLUME MECHANICAL ROOFING PAVING FENCE §IGN machine timated Cost(value) $1150.00 WARNING TO OWNER: YOU MUST RECORD A NOTI'E OF C 'OMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO'TOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH, YOUR LENDER, OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENC NT). Application is hereby,made to obtain a permit toido work'and installation as indicated above, and on the attached addendum (if applicable). I cer ;if ► that all work will be performed to meet the standards of all laws regulating construction i4 this i jurisdic I'pn. I understand that separate (permits are required or ELECTRICAL, PLUMBING, S GNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the forego ng information js.accurate and that all work will be 'done in compliance with all applicable laws reg' lating,!constrtfiction and zoning. Furthermore, I authorize the above-named contractor todo the work stated. Signature of owner and/or Condo President Signature b ntractor or Owner- Builder 'Date: Date: 2/25/98 i Notary as to Owner an /or Condo President Notary as to Contractor or Owner-Builder M Commission Expires" My, Commission Expires: Y P FEES: PERMIT RADON C.C.F. NOTARY', TOTAL DUE I` APPROVED: Firer Other IL i Mechanic Buildi'K I .. ' Electrical Plumbiha _ Engineering r let, MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION TOR BUILDING PERMIT Application is her by made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure lore described. 'Phis application is made in compliance and conformity with the Buildi% s V, Shores Village, Florida and all provisions of the Laws of the State of - Florida, all ordinances of Miami Shore Vi g�e Ordinance clel rules and Miami d regulations of the Bufl ng Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved platts and specificatio must be kept at building during progress of the work. Owner's Name and A Registered Architect , Name and address of Location and legal des Street and Number wl State work to be done New Building_.. .A To be constructed of Estimated Total cost Date ..... . Ta .. . . . . ........... 19 ... 55 Guernsey Construction 10231 Street ......... . ...................... Ave. ................. .............. . ....... . ... . . .................. ........ — No., .... . ........ . .. . ... 13th Engineer... ... ................................ . ..... ....................................... . ................... . -_.....---.._-----._------ ._.....----- ..... °- •--- ........ ,d contractor..... . .....Q.0_... }-..:57. ... 1,Jib 5-0.. Fla [on of lot to be built on: .... Block ..---- •--- 1•-- • ..... ......... . Subdjj6iojj_.Xjgaj.. Shores B2 . .... ...... work 1, to be done .......... I purpose of building (by floors)--.— —.-- — - - — - - ------_----------_-_- - ---- - ....... . .... for no other purpose. ...... . ..... Remodeling-- ._____..____...._.__. Addition ________ _________________ Repairs........- _...._.._.._.. No. of Stories ........ ona... ...... Kind of foundation . .. . . . . . . . . ....................... ........ . ........ — Roof covering ....... .�ile & built up ................. . ........... unprovements 0 0 .—Amount of Permit $........— 5.A-QD . ............ . — --------------- - - - -- - ---- Zone- cubage required. Cubage --------- — - - — .......... .... ............ Distance to next neari st building- . -_.. -_ --- - --Size of Building Lot---- - - - -__ live load to be borne by each floor__....._... _--,-_-------------_.---- I hereby submit a# the plans and specifications for said building. All notices with reference to the building and its construction may be sent to----- __v — -------- - - . ..... — — — — - - - --------- I ------- I ------------- The undersigned apphcant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 596Q, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions the, d will require similar compliance from all contractors or sub-contractors employed by him in the work to be perftrmed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required b the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by by Shores Village. Sheet Metal Specialty Company Remarks (Signed) STATE OF FLOR COUNTY OF DAI Before me, the peared and who, being by of the above descri therein by him stag Permit No.___2 Disapproved .. (signed) ------- Chairman Member I ss. authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- me well known, first duly sworn, upon oath deposes and says that he is the - ----_------_-----_------- - - - -------------- - - - - ---- — ------------------- - ------ - construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts e true. L61� - — — __ Date Read, Sworn to and Subscribed before me. Date... . .... . ........................__..._ ......- •----------------- -..... . .• ..•.. Notary Public, State of Florida ............. .. . ...... . ... Building Inspector My Commission Expires ................................. . . . ... . .... PLANNING BOARD__ . ..................... —..-----DATE Member... . .. . ....... . . ..... . .... — — --- - ---- - -_- - ---- - -- - . . ..... . . . ...... Member- — -------- - - - - ----- - ---- — - - - - - ---------- - Member ---Date Disapproved -- - - --- - _- -_-_ - ------------------------ - -----_---_------------_--- Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from ie Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. W A 7- E A W A Y at, AP PO U S7 b T9 t� J c,. ,KETG',' l ULNLY Lot P/ Blcck i , Li "T LF 1.;..1, hyib � cAdjK E&O-f 'L.S, according to the Ylat thereat, as ^ecer4:: in F1"t ook 56, Eit lage t-6, of the Public Records of -,aae County, Florl"&:. Order Ic. 10520 September 10, 19> 3 F.F. # 6c4lEs shcw72 I HLREHY CERTIFY: ih,: t the attLched "SKETCH LF 6UHVEY" cf the above cit scribed � roperty is true ana correct to the b( st cf my knowl €dgc and belief as recent- ly surveyed and ylatted under my direction. [7i,FJR1 C. �'a�i .€: �A �.: 'I's L' dL ti6oC iJ*%TLv,. 1NC. Albeit '. Lcus- -aint Registe ,ed La;x surveyor 0907 State of fl -)ride. 1 i 'r 1 ;i kl t /7 J t 3C.4 L E / p s 74 '"� _ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE y Date' - a�O`Sy Job Address I��{� % �5` Tax Folio Legal Description Owner / Lessee / Tenant bf, . anQC 06 Master -7 Permit # /c Owner's Address_ q y( Ica .5' Phone Contracting Co. (� S��`�1� S �ov"��'�5 Address ;D// 3 v Qualifier e� SS# Phone ins State # 1 ?C.0 > -FW0( Municipal # 2 Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC R00 I PAVING FENCE SIGN WORK DESCRIPTION co Square Ft. roe Estimated Cost(value) ;� 410 CD WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I auth 'ze the above med contractor to do the work stated. ign r f owner an or Condo President Signature of Contractor or Owner-Builder Dat-� Date Notary as to Owner and /or Condo President Notary as to Contract -r- or Owner- Builder My Commission Ex 'res: NOTARYPUBLICSTATEOFFLOMDA My Commission Exp r �' MY CoN IaNa EXP.DBC. 2ZI995 BONDED THRU GENERAL INS. UND. t4ftft PUBLIC STATE OF PLEA tax >v Ems.. V> BONIJBD TKRU EN` RALANS: UNMN ** FEES: PERMIT RADON C.C.F. -- NOTARY TOTAL DUE 1' u APPROVED: Fire I Other Zoning Buildin Electrical Mechanical Plumbing Engineering • a NOTICE OF COMMENCEMENT ► A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO __ _ TAX FOLIO NO - STATE OF FLORIDA 94R509066 1994 OCT 31 10:15 COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of property and street address: IM � N S 2. Description of improvement: 41?7r z:>,s 3.Owner(s) name and address: 1141f S Interest in property. -` U.) o Name and address of fee simple titleholder: ALL ATLAS ROOFING OF SOUM FLA. LNG 4. Contractor's name and address: 2113 TINCALNSfi HOLLYWOOD, FL $3020 STATE OF FLORIDA, CUUN I i 5. Surety:(Payment bond required by owner from contractor, if any) I ns�esv cERrt�Y ��a rhsg �� g �� a Name and address: 014 nai Amount of bond $ aqr TNESS my hand ofi al Seale Y 0 Q cuitandCauntY' 6. Lender's name and address: R 7. Persons within the State of Florida designated by Owner upon whom notiw/-S or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: IVIA• 9. Expiration date of !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffecrrentnt date is n spp/� �1 / l• _. n k / Cpl l 1 Signature of owner Print Owners Name Sworn to and subscribed before me this day of .19 Prepared by: A Address: Notary Public u,/-( vZ"-`'� AU Print Notary's Name �+— ti-c ��;1 2113 LINCOLN ST. . AAv r :...,..,.gin.+:.,., c...,:..,. -• _ A1Ri ry"n'A.P .... $1'•�'7�O'RMDA ' i2ao1•52 2193 4 RUBER0ID® Specifications N- 3 -1 -MGP and N- 3- 1 -MGPFR c- Substrate— Lightweight insulating concrete decks with a maximum slope of 1 Inch per foot See "Lightweight insulating Concrete Decks," page 9. General Recommendations presented on pages 17-22 shall apply In addition to the following application recommendations. Application Recommendations 1. Starting at the low point of the roof, lay one ply of GAFGLAS® STRATAVENP (Vent Ply) for Nallable Decks, side lapping each sheet 2 inches with not less than 6 Inch end laps. Nail along the side lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 Inch Intervals in each row. 2. Starting at the low point of the roof, mop two plies of GAFGLAS Ply, shingle fashion, lapping each sheet 19 Inches over the preceding sheet; solidly mopping to the underlying STRATAVENT to provide three plies over the entire roof area 3. Starting at the low point of the roof, embed one ply of RUBEROID MOP PLUS or MOP FR (Granule) In a solid mopping of GAF Steep Asphalt ASTM D -312 Type III or IV applied at a rate of 25 pounds (plus or minus 20 %) per 100 square feet. The membrane must be positioned to provide 4 inch side laps and 6 inch end laps. Note: The GAF Steep Asphalt should be mopped at a minimum temperature of 400° F (with a target temperature of 425° F) or 20° F above the EVT, whichever is higher. Walk or press the seam to provide for 19 Inch asphalt flow out to assure sound laps. RUBERDID FR UL Classification UI. Curs' Sri to t�tf► e S eal� lop A NC 1° N- $4,MGPFi For more extensive UL classifications, see page 6. UL Chart Key 1. Substrate NC = Noncombustible only Noncombustible - Steel, poured or precast structural concrete, lightweight Insulating concrete, gypsum, structural wood fiberboard, etc. 2. Slope Maximum slope allowed, In Inches per foot 51 +i ITj 1 METRO -DADS UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Amembly to be Applied: RUBBEROID Manufacturer of Roof System Assembly: GAF Product Control Approval Number: 93- 1130.04 System Number from Product Control Approval: (Attach a copy of the Roof Sysiem Assembly Product Control Approval and the Manufacturer's System Guide Spec*adm) ( Note: If a nduhnum roof system is to be applied, describe aII components wlthm the system and Ed the m=mdactwMr of each componentt. DO NOT complete this section K system Is Product ControlApprove&) Base Sheet #73 GAF GLASS INORGANIC 3 SQUARE ROLLS Fasteners: RING SHANK NAILS 1 1/4" 12 GAUGE GALVANIZED Ply Sheet(s): GAF GLASS PLY IV 3 SQ ROLL 3' WIDE Cap Sheet: GAF RUBBEROIU MB 1 SQ ROLL 3' WIDE Asphalt; TRUM13ULL TYPE III {Note: No insulation system is acceptable under the minimum roof category.} All Atlas Roofing Of S. Fla. Boiti .Up ApplIcatlons and ModlHed Bitumen System 'p..^ - I All Atlas Roofing Of So. Fla. Complete the follpwing for all Roof System Assemblies: (Check one of the follawing} Recover ❑ R,,wf ® New Construction ❑ If a recow, is the existing Roof System Assembly to be used as a bonding substrate? If YES, has an ASTM E907 test been carried out to con&m adhesion ofthe existing membrane to the substrate? (if yes', onach AS7MR907 test repoho Proposed Fastmw. Has the deck been examined for moisture? (Provide data corOmdng compliance with Section 3401.9(c)) ❑ Yes M No ❑ Yes ® No NIA ❑ Yes ® No THE SYSTEM: All Roof System Assemblies m the Product Approval have a variety of options. Briefly describe the Roofing Cow to be used in the Roof System Assembly and attach a copy of the mawfacturces published specification: De& 1 X 8 TONGUE & GROOVE ( Briefy describe} FIAT Imulation: (ypo, size and method of attachment, if applicable% 3 Base Sheet or Ply: (Fype and method of attachment) NOT APPLICABLE GAF 75 LB GLASS BASE SHEET ATTACH USING TIN CAPS Built-Up Appftdk n and Modified Bitrm im Stems Page - 2 All Atlas Roofing Of So. Fla Ply Sheens): GAF PLY N (Pyre and mathod of attachment' HOT MOP 1 LAYER Top Ply: (Type and mathod of attachm #O Surfidus: GAF RUBBEROID (TYpa, if applicabla) HOT MOP 1 LAYER Fleshing Materials: Gyre and method of aMchman! Bailt Up Applkadow aid MoMed Bitumen Systems Pup-3 AR Atlas Roorlmg of So. Fla. FILL IN APPLICABLE ROOFINO COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND TffiC OWSS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fil in wilt "N /A".) Surfacing GAF RUBBER01D (brigjly describe, jf applicable) 09 --TOP Ply GAF RUBBEROID MB T�7�7�7�7��7��♦7�7�7♦' r TRUMBULL TYPE It LC ply sheet(s): GAF PLY IV TRIJIABULLTYPHIU inches inches BuW -Up AppBcatlons and Moi Page - 4 Fastener. 1 1 /4° NAU/M CAP i (If base sheet meck.attacked) I Hale Sheet #75 GAF GLASS i I Hoadim Material wA ► (If bast+ skeet bonde41 I Fastener. N/A (if top insulation h"r meth. attacked) Top lnsulation Layer. (d' applicable) N/A i Honciing Material: N/A I (if top insulation layer bonded) I Fastener: N/A (i f insulation »tech. attached) •Insulation: NOT APPLICABLE Bonding Material: N/A (if insulation banded) 1 'Vapor Retarder. NIA j (vapplicable) 1 NIA W applicable) ' DfiC& Type: I X S TONGUE & GROOVE Gauge or Thickness: N/A Doone% if concrete deck: N/A Cop# cap Gauge; Fasteaer spwng C'4 Type, Clip fie: N!A. N!A Sketah Roofing Componeata wbioh make vp Roof Spt=Ammbly atPer meWParapet W8k imert leaders iad mft Roofiosg Compommt names. mom, fides, ex. lndm&i typeandspuaimg wed fwwood- bkmkiag atteahment De* Type: 1 X 8 TONGUE $ GROOVE Doak Type: l X 8 TONGUE & MOVE SketshRoofing Compoaentt which make UP Roof syrwmAssembly atPmrueterPmapet Walk. 7mmt hinders indicating Ro*gC=paudnmm . &menmiom drielaoaIsm etc. Taelude fastmer We and % miog used fwwood- blodmg alt 6maat PRRD E1 EEL DETAIL #2: FlaaWng Detail BaRt Up Applications a and Modffled Bitm m Sydmm Page- S All Atlas Roofing Of 5o. Fla. Meet* Roa ft Components which make up Roof System Assembly at Perimeter Edge with travel las leadeerrs inc eft Rw ft Componeats games. &neuviom, thickmses, do. ?nahrde type end spaoieg used for wood- bloakmg dtaftsit Cram StoplD4 Edge Gauge: 26 GAITGE 8a:tener SPae* o.o. CFp Type. NIA CEP Cauge: Sketch Roofing Comp=mts which make up Roof System Assembly at Perimeter Edge with Q ten. Invert leaden indicating roofing CouVnenis camas, &nensiaw . thioka not. etc. Inaluda fastenerlVe and spaemg used for wood- blocking aCaohmmt. Gutter Type. NIA (}uft ow4m NIA Fastener speciog I I PERnyMM DETAIL #3: Gaavol Stop or Drip Edge 3,1404r,11 --W M! ME I '1W _A& DwkType: 1 R O TONOU & PERIl&ETER DETAIL #4: an Data? By t-Up APPRcaltone and ModWed Bier Bystaw Page - 6 3ajl-k r—(4 11�10 Sketch Roofing Compronerds which make up Roof System Assembly at mzy'cdW Perimetr condition which may e)tist: Insert leaders indicating Roofing Component namm . dimensions, dddmmm, etc. Include fastener type and spacing used for wood, - bloddmg attachment (i A PERIIAKTER DETAIL #S: X)dme DdA Sketch Roottg Components which malm up Roof System Assembly at my la hei' Perkuter Condition which may exist. Insert leaders uaiicatmg Roofing Component mines, dimensions, thiclmessm etc. Include der type and spacing used for wood' Mocking aMchment 3 �R ►'�5 ba H ,C-jL V , c2S PE MTBR DETAIL #6:'Odue D" Mt Up AppRcnd m td Motes Bft a SYdem Pop - 7 Inswt&Wding and PmpetHaighls. ff N-P Parapet a ds% insert WA Also insert applicable in8otmation pertaining to the budding below. (S"ASCB7- Wl?actS*at ftwhoV Exposure Category: I Clams categaay. C AtHmricaue Oceanline9 Basic Vrmd Speed at BuildinaLmation Building Condition based on % of Openings: I Y No N I l0 mph BUIMING INFORMATION #1 Fn Set Hoot Up AppNeRO » and MOMM MMM NyMWM Page - 8 Job Address: 1 t-(L4 1 �X (OZ ry\ka_h-,t 56,e> Contractor: A:nR. -S P-dq erg' o; Process No. s®. Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. ( See ASCE 7 -88 Fact Sheet Attached) BUILDING INFORMATION 112: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: '4�011 04W'7S + mod tAi C4 f t�o•>t• Sp A--n5 Page -IF All Atlas Roofing Of So. Fla Job Address: 1441 NE 102 St Contractor: ALL ATLAS ROOFING OF SO. The, undersigned certifies dw the Roof System Assembly is in compliewe with the plans, specifications, and details submitted by the architect. STATE, OF FLORIDA- COUNTY OF DADE BeSce me this day personally appeared�e( who, being first duly sworn, deposes and says that all information submitted herein is-no and correct k__�_r 1_- Ltcensed Contractor /Owner ,%gnatum Swam to and subscribed before me this 0_2�_th day of MrAtulrt UN=9MM OF M=A My omnmmission expires: =,L i6e6ii6 TMU GUaMI L INS. UNQ iWary Pubpe skate of Mohda .10 BuRt-Up Appleations and 111odiW Bf =M Systems Pale -10 U.S. SOUTH Project Engineering & Testing Lab., Inc. 1065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 ------------------------------------------------------------------------------------------------------------------------ SITE SPECIFIC INFORMATION Owner's Name: [- tV � 15— t I Permit #: 47 h? Job Address: Roofing Con - Type of Tile: - Approximate Roof Height:-K-feet Roof Pitch: — Type of Access to Roof: Scaffolds '� Ladder Approximate Square Footage of Roof: 3-7 0 ® ft' Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. - l 0 ° 0'0 TEST RESULTS P = PASS, F = FAIL N°_ 000170 3 't-2 Other Test Location Uplift Pull Test •. Uplift Pull •. •. •. -------------------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT SURWITTED BY- P. E. � �L$ _5 Civil Engineer: Lab Certification # 98-0608.04 State of FL Certificate Authorization # 4100 NOTES: ,OB -11441 A G SHEET NO. ¢OF CONTRACTOR CHECI(ED BY DATE SKETCH OF ROOF I scaIr P�RMIT API Date Job Add= 161W %galDesmiption GO7 ZI 61,141 6 Lessee /Tenant Owner's Address A) Contracting Co. Quaifia --To- State # Lf 3( Bonding Company Mortgagor TION Permit Type (circle one): BUILDING WORK DESCRIPTION Square Ft WARNING TO OWNER: YOP MUST RECORD .A NOTICE OF CI PAYING TWICE FOR IlVIP�RQVEMENTS TO YOUR UR PROPERTY OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE O] i ,III Application is hereby made to obtain a permit to do work and installation a will be performed to meet the standards of all laws regulating construction PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK OWNERS AFFIDAVIT: , I certify that all the foregoing information is ac construction and zoning. Furthermore, I authorize the above -named cot Sigtuiture ner and/or Condo President tvauay as to uwner and/or condo President r C My Commissrq�Fxpare .- a F i I'' x733 .' IJi/Vd+yii, tiit�3 C.C9. w _ ' m: villi ':• t50 zoning RADON C.C.F Building MIAMI SHORES VILLAGE Tax Folio rically Designated: Yes No -— Master Permit # Phone.— Address +b1 1)E (�A atw A- ►o SS# Phone 757 -Z6 /Z _ Competecy n 1 Ins. Co. 0/V I m /e L'1d111= L A Address NG MECWAMCAE;;;� PAVING FENCE SIGN Estimated Cost (value) wtm. co WIENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER COMMENCEMENT.) indicated above, and on the attached addendum (if applicable). I certify that all work a this jurisdiction. I understand that separate permits are required for ELECTRICAL and that all worli will be done in to do the or with all applicable laws regulating Iffill 'Notary as to Corfttactor or Owner - Builder Date® My ComT 'on Expires: S'APIDi?A,i�e FlrT t' n NOTARY BOND TOTAL DUE -77 � Mechanical Plums ,': S NOFICIE Of COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: TAX FOLIO NO. 1�� ?JZC7 -� 2 —D l% d 0OR282132 2000 JUN 13 0943 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street. address: 144 1 11 iF j cot fa i(1i�,LL��v�nt Sh iQ n EL 2. Description of improvement: r . 3.Owner(s) name and address: 15-111 POW Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: G eN ni t-r R nt`?P i Ian 33/3 S. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name . and address: _ I S. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. I Name and address: 9. Expiration date of this Notice of Commencement: the expiration date Is 1 year from the date of recording unless a different date Is specified) er •; Print Owners Name Sworn to and subscribed before me this J day of . Notary Public Print Notary's Name My Commission Expires: t SANDRA D. HART MAR 1Z Ann= 6Orm1140 STATE OF FtbRtDA, COUNTY OF DADE I IPEBY cE'RTiFY tW W3 g o Y Me an naFfifoe rn Mrs. en AD 20 W & m and erd Off Oaf Sear. HA FRI n ountycourts By D.C. Prepared by: it 129.01 -52 1 &N y ryr�Ia �"R, r ra m P 5ca; l` yqryyi' 45104 * PENDIX ."T" APPENDIX "F"REQLIIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F", it is the responsibility of the roofing contractor to provide tlle owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter' 34'of the South Florida Building Code (SFBC) govern the minimum requirements acrd standards of the'industry for roofing system installations. Additionally, the following items should be addressed as. part,of:the.agreement between the owner and the contractor. Theo er's initial in the adjacent box indicates thafthe item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind `resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs:;Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be perfol-med. 4. Exposed ceilings: Exposed, open,beam ceilings are where the underside of the roof decking can be viewed from below.- The owner may. wish *to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural, distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Vendladon: Most roof structures'should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. e Agent's Signature ate S' re e Appendiz. "E UNIFORM ROOFING PERMITAPPLICATION PROCESS No. �s q/ (\ Contractor's Name: �} ��Joti Address: 1441 MF ROOF CATEGORY; O aA Slope Application) ❑ (Nail -On Tile] (Martar� ile }, ❑ (AqftWgmglm Mingles) ❑ ( mCW,VtoofslWood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof 0e-roormg ❑ R g P ecoverin ❑ Re air El Maintenance Flat Roof Area (W) sloped- Area (iii Total ov) Master Pe t No. Expostm egor3' (PeT� 7-$$): ��1d$ �caaon category,(per ASCE 7 88 table 1).. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as weeded) Ft ROOF PLAN - - -- ---------------- .---------------- - - - - -; s - ------------ - - - - -- — - - - - -- - - - - --� �. - _ - - - - -- _ - - -- - - - - - ' 1 1 Ikcktype: 1 1 ., - - --------- - - - - -- r- - --- 1 1 1 t , , 1 1 ' , ' �• --- -------- ---- • �:• � 1 1 �i 1 1 1 1 1 1 ATTACHMENT ey Fastener Type: • ' , ; , 1 I ' I ' 1 ' I ' ' , 1 , , , 1 1 , i SPACING 1 , ' _ _ \.,., Fields Pertmeten ;� Corner: _ - _ — _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DETAIL I & - -' -� - - - - -- -- -- - -- - - -- -- - - - - -' - - -- ---- - - - - -- --- � -'- - -- - -- �sos -�e ties Page-1 Or hill • UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION Deck type: fiv /Undettayment. A j W I> ZZCp tionT �W Fastener type & qmm t: ��/ 4 G �° L, •r , Cap Sheet: s r o" D 1 s �¢ - Roof overtng• WWIW ✓,4�/ vll/0 —Rol ,;.\ Dsip edge: up 4. . qi ATTACHMENTS REQUIRED r 'A) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals D E T A I L 3 TILE CALCULATIONS (Pmaxl: Z.L' X X (Aerodynamic Multiplier):. Z 9 ) - Mg: _ ° 1: PCA: . G (PM=2: X (Ae. odynami.: Multiplier): • _>9 ) - Mg: y 3 a MIZ: PCA: Qo G i (Pm=3:?f --1 X X (Aerodynamic Multiplier): • / 9 ) - Mg: �O.3 K3: PCA: Page -2 G + METROE7T1 to .E O M G MET O DADE FLAG ER BUll -DI B COMPLIANCE OFFICt t) II ING CODE R $u,LOING METR9 0%+OE FLAGLc lao WEST FLAGLEA STREET. SUj7E '60- MIAMI FLORIpA 33130 '56 (305) 3i5 29C� FAX (305) tiJonier Lifetile LLl- 135 NW 20 St. Boca Raton, Florida 33431 PRODUCT CONTROL DIV'SIO^ (305) -175 29": FAX 13051 I 633~ Your application for Product Approval of: Capri, & R-oit-'�ites governing the use of Altematc Materials and Types `Monier Lifetile LLC Villa, — -- v under Chapter 8 of the Miami -Dade County d n the Plans, sPeCi ftcations and professional Scry cened b, cf Construction, and completely des lied Eagineeriog, lac•, and Redlaad Technologies, The Center for App used in L)3de Industries b the Building Code Compliance Orrgte to bd conditions on his been recommended for acceptance y 7.14 and the County, Florida under the specific conditions set forth on pages Pao 15 Code Compl' =net The Building nufacturer iration date stated below- obsitc or ms• approval shall not be valid after the exP time from a 7 This app perform in the approved manner, d1e Off'cc reserves the right to secure this product or msteriaf at any product or mat,er,a{ If this pro material fails end the use of such P royal if 't 's plant for quality control testing. , or susp Compliance Office may revoke, modify. Building Code Comp in Code Compliance Office reserves the right to revoke this app do ermined The he Building, Code Compliance Office that this product or material fails to meet the determined by Code. - ,quirements of the South Florida Building the manufact�'rCr ,/1 • � T •nse of such testing Will be incurred by T, exp. Revises: 95- 0032_.' 97- 1124.16 out Rodriguez ervlscr ACCEI'TAji NO•: — 95-0 -� 32 -- product ContYOl Sup EXPIRES: 06/2 1 95- 0316_04 L PAGES FOR SPSCIF1C A� GI �E�L THIS IS THE COVERSfiEET EE ADCONDTTIONS ITTEE BuiLDiNG CODE COhiM____� -- lami -Dade County Build'ng CO -P the M F 10"d3 Approval has been reV1C1rVed by. ittee to be used in Dade•Covnry. This application for Product App the Building Code Comm r liance Office and approved by omp e above. nder the conditions set forth Charles Danger. P F 3PROVED: 0612598 Dector pt \Building Code Compliance De Miam a i•Dde Count' ir Product Control No.: 97_ 1_ 12 16 ;v10K tER LIFE'T'ILE LLC TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT TRADE NAMES OF PRODUCTS MAACTUTtED OR LABELED BY APPLICANT Test Specifications Product Manufacturer I Test Dim___ en-- "s Specifications 5�--.- pescri tion Product sto Protect- 0- "�'�P, Rainproof lI 30" x 75' roll 1 ° 1611," PA 112 Low profile, interlocking, high concrete roof We Monier Lifetile 36" x 75' roll pressure extruded LLC Villa k Rnll w 13„ or 60" x 75' roll equipped with one nail hole and edge. r thick double roll ribs. For direct deck or PA 103 Self - adhering W.K. Grace Co. with current NOA; battened nail -on, mortar or underlayment adhesive set applications. Monier Lifeitile L — 17" PA 112 Low profile, interlocking, high extruded concrete roof the LLC Capri Tile W� � pressure equipped with one nail hole and thick th double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces I = varies PA 112 Accessory trim, concrete roof for use at hips, rakes, ridges w = varies pieces and valley terminations. varying Manufactured for each rile profile. thickness TRADE NAMES OF PRODUCTS MAACTUTtED OR LABELED BY APPLICANT Page 2 of 15 Frank Zuloaga, RRC 0 Test Specifications Product nescri tion Manufacturer Product D'+mensions ----- _ PA l04 Single ply, nail•on Protect- 0- "�'�P, Rainproof lI 30" x 75' roll underlayment with Inc. 36" x 75' roll 2" Self- adhering top (with current NOA) or 60" x 75' roll edge. r 36" x 75' roll PA 103 Self - adhering W.K. Grace Co. with current NOA; Ice and Water underlayment Shield Page 2 of 15 Frank Zuloaga, RRC 0 „'h40NI£RLIFETME LLC Test A encv Redlard Technologies Redlaad Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Product Control No.: 97-1124.16 r EVIDENCE SUBKITTED F Test Identifier Test Name/Re ort Date c, 7161 -03 Static Uplift Testing Dec. 1991 i. Appendix III PA 102 7161.03 Static Uplift Testing Dec. 1991 Appendix III PA 102(A) 94 -084 Static Uplift Testing May 1994 PA 101 (Mortar Set) 94 -060B Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 25- 7094 -1 Static Uplift Testing Oct. 1994 PA 102 (4” Headlap, Nails, Direct Deck, New Construction) 25- 7094.7 Static Uplift Testing Oct. 1.994 PA 102 (4" Headlap, Nails, Battens) 25- 7094 -4 Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) 25- 7183 -1 Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, w Direct Deck) Static Uplift ft Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) Page 4 of 15 Zuloaga, RC MONTER LIFETiLE LLC Product Control No.: 97 6 Date Test A enc Test Identifier Test Name/12ePorti t. Static Uplift Testing March, 1995 The Center for Applied 25'7214-2 pp, Engineering, Inc. 1 (I Quik -Drive Scree, Direct Deck) Static Uplift Testing March, 1945 The Center for Applied 25- 7214 -6 PA 102 Engineering, Inc. (1 Quik -Drive Screw, Battens) / Wind Tunnel Testing Dec. 1991 , Redland Technologies 7161 -03 PA 108 Appendix II (Nail On) Redland Technologies Letter Dated Aug. I, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) P0631 -01 Wind Tunnel Testing July 1994 Redland Technologies PA 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Driven Rain Oct. 1994 The Center for Applied Project No. 307025 PA 1 en Engineering, Inc. Test #MDC -76 Physical Properties Sept. 1444 Professional Service 224 -47099 PA 112 Industries, Inc. Page 5 of 15 X ga. erg;1 2 HED I TEPPA14EPIA ROOF T 1 LE Product Control No.: q7 1 -24 b MOKMR LIFETILE LLC .Test Product Description NJanuf;tcturer Pr.._. a"ct Dimensions Specifications .�-- Vertical Wood Preservers Sale pressure generic Wood Battens Institute LP — 2 treated or decay Min. I''x 4 resistant lumber Horizonntal vanens Min. I "x 4" for use with vertical battens or Min. 1 "x 2" for use alone „ endix E Corrosion resistan generic Tile Nails Min. 8d x 2 ` /,�'or PA 1 14 APP screw or smooth min. I0dx 3 shank nails n resistant. � „ n pq 114 Appendix E Corrosio generic Tile Screws #8x 2 /' long coated, square 0.335" head dia. drive, galvanized, 0.131" shank dia. coarse thread wood 0,175" screw thread screws dia. Prepared mortar Bermuda Roof N/A PA 123 ed for Company, Inc. with Roof Tile Mortar mix design current PCA ("TileTiteTM''� mortar set roof rile applications. Quikrere PA 123 Prepared mortar Construction Roof Tile Mortar NIp' mix designed for with " roof mortar set roo Products ( Quikrete® Roof Current PCA Tile Mortar applications. z l 140 ") W, R. Bonsai Co. Prepared mortar Roof Tile Mortar PA 123 N/A mix designed for with current PCA ( "BONSAL® mortar set roof the Roof Tile Mortar applications. Mix ") component Polyfoam Products, See PCA Two Inc. Roof Tile NIA polyurethane Adhesive adhesive designed PCA x94-0401.01 ( "Polypro® for adhesive set AH 160 ") roof the applications. Generic Clips PA 114 Appendix E Corrosion resistant Hurricane Clip & clips with corrosion Fasteners Min. 'h" width resistant nails. Min. 0.060" thick Clip Fasteners 1 Min. 8d x l /11 page 3 of 15 r-- ____ -- oaga, MONrER LIFETILE LLC SYSTEMS (CONTINUED) Product Control No.: 97Llb Deck Type: Wood, Non - insulated l9/ " or greater plywood or wood plank. Deck Description: New construction 32 SYSTEM D. Mortar or Adhesive Set Application Slope Range: Note- to 7":12" e mange. For slopes in excess Note: System A is only acceptable in this slop 0[7 ":12 ", refer to System C. Install underlayment system in comp Han cc with Dade County Application L'nderiayment: See S stem Limitations ) Standard PA 120. ( Y fiance with Dade County Application Standard PA 130. Rooring Tile: Install file in comp rovat.) (See "Data for Attachment Calculations" included in this pp Comments: 1. For re -roof app I applications, IS 32" plywood is an acceptable substrate- Page 9 of 15 XranZuloaga, RRC _ . MOi Ulk L1FET(LE LLC DATA FOR ATTACHMENT CALCULATIONS I product Control No.: 97 -1 124. t b Table 1: Aerodynamic Multipliers Tile J� (ft') } Vr) Profile Batten Application Direct Deck Application I Monier Lifetile LLC Villa Tile, 0.27 0'29 - -- Roll Tile, and Capri Tile_ able 2: Restoring Moments due to Gravity - M (ft-lbf) 1. 11 ),, Tile Profile 3 ":12" 4 ":12" Tile Approved Approved Approved Batten Direct Batten Direct Batten With: _ s Deck -- s Deck s 5.37 6 Monier 5.57 6. -30 -- 5.48 6.18 Lifetile LLC 1Vi�ila Tile, ! Roll Tile, Capri (and Tile Tile Profile .. 6,.;12 greater D;05 Batten Direct Batten Direct D s Deck s Deck 5.24 5.90 5.09 N/A Table 3: Attachment Resistance Expressed as a Moment - M, (ft -lbf) Monier Lifetile LLC ' Villa. Roll, for Nail -on Systems Tile Approved Approved Approved Approved Eave Clip Application Nails Screws Field Clip With: With: _ 1 nail 2 nails 1 2 1 nail 2 nails 1 nail 2 nails screw screws Battens 4.10 –T.- 10 22.90 49.10 24.20 34.80 22.10 32.20 and Capri Direct Deck 11.80 21.90 25.80 47.10 24.30 35.50 19.00 31.90 1 Data noted in Table 3 is for installation with a 3" the headlap. 2 Approved screws are as noted in the Trade Names of Products Manufactured By Others' and 'Profile Drawings' sections of this Approval. Clips on eave tile are not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Page 11 of 15 uloaga, RFiC f r. E 6 i t i I I R-I "nwrmo T.TFF.TTT.F. LLC MONIER L11FETILE LLC DATA FOR ATTACHMENT CALCULATIONS (CONTINUED) Product Control No.: 97- 1124.16 Product COnITOI No.: 97 11' -4.16 r Table 3 -A: Attachment Resistance Expressed as a Moment for Nail -On Systems Tile Tile Two (2) 10d x 3" long nails Profile Application 67,50 Monier Lifetile Direct Deck LLC Villa Tile, New Construction Roll Tile, and (min. 19/3 =' plywood) Capri Tile 43.00 Direct Deck Recover /Reroof (min. 's /u" plywood) 50.90 Barttens New Construction 1 Tile installation with a 4" headlap using two (2) Approved 10d x 3" long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2'h" from the head of the tile. Clips on eave tile are not required for this aftachment noted above. unless the Required Moment of Resistance exceeds the values Table 4: Attachment Resistance Expressed as a Moment - M, (ft -lbo for Mortar or Adhesive Set Systems Tile Attachment Tile Resistance Profile Application 20,60 Monier Lifetile LLC Villa Tile, Mortar Set Roll Tile, and Capri Tile 86.61 Adhesive Set _ Morq"MR LrFETILE LLC i PROFILE DRANYINCS *snit LY1 C Product Control NO.: 97-1 12_1. MONIER LIFETILE LLC VILLA TILE 7-V8' hiQKtERLIFETILE LLC ROLL TILE AID Page 13 of 15 uloaga, RRC K f i i I i . MONUR LiFETILE LLC r Product Control No.: 9_97-1I2a•16 SYSTEM LUYUTATIONS 1. The standard minimum roof pitch for Monier Lifetile LLC Villa, Monier Lifetile LC St Pndards Monier Lifetile LLC Roll, low profile tile shall comply with Dade County Application PA 118, PA 119 or PA 120, depending on the method of installation. fasteners for mechanical attachment of tiles shall have a head diameter For nail -on applications, larger than that of the preformed holes in the tile. i. System installation shall be in compliance with the system specifications sufficient outlined in this efntPc duct Control Approval. The method of attachment utilize p, to meet or exceed the required resistance determined itnh Dade County my Pra d sotlaPiA I IS or PA 127. Tile profiles listed here in have been tested for both uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a'Moment Based System'. For adhesive set file applications, a field static uplift test by a Dade County accredited testing - agency, in compliance with Dade County Protocol PA 106, shall be performed. For rile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. Applications for roofing permits shall include a completed Section II of th of his Product Control Permit, a copy of manufacturer's current specifications and details, a copy Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. Fire classification is not part of this aeeptance. Page 10 of 15 Frank Zuloags, RRC i t ' MONTER LEFETELE LLC Product Control No.: 97.1124.1 b ACCEPTANCE NO: 97 -1 1244 .16 Monier Lifetile LLC APPROV�M : JuneiS, 199 135 N.W. 20 St. EX131RES Junee 25. 2001 Boca Raton, FL. 33431 NOTICErOF ACCEPTANCE STANDA� COND IONS 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. Any and all approved products shall be permanently labeled with the manufacturer's or asc'� state, and the following statement: "Miami -Dade County Product Control App specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: the evaluation of this a) There has been a change in the South Florida Building Code affecting product and the product is not in compliance with the code changes: roved; b) The product is no longer the same product wi� atll therequcrementsgof thl s acceptance, c) If the Acceptance holder has not complied 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. ials, use, and/or manufacture or process i An revision or change in the mater unless prior writ ttenapproval has shall Y been automatically be cause for termination of this Acceptance, un ro riate fee) and granted by this requested (through the filing of a revision application with app P office. i Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process�roduct, for sales, advertising or any b) Misuse of this Acceptance as an endorsement of any p other purposes. the words Miami -Dade County, Florida, and 6 The Notice of Acceptance number P bed splayed in advertising literature. If �y portion of the followed by the expiration date may displayed 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 ealed by thle engineer. for P inspection at the job site at all times. The copies need not 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages l through IS - i END OF THIS ACCEP'T'ANCE • page Is of 15 oaga, 0 jb I P RMIT APPLICATION Date ! A) Job Legal Descnptim Owner/Lessee / Tenant Owner's Address 1 A1, E- Y MIAMI SHORES VILLAGE Tax Folio 1 7� »:Zo )rically Designated: Yes No I T2 , Master Permit # Phone Aas-- �•S Contracting Co. .1�� / Address .3 hone S SS# ® ®- P er � State # ,D � r 7 � Municipal,# Competency #OC o00 Q120 Ins. co. Architect/Engineer Address Bonding Company Address Mortg Address Permit Type (circle one): BUILDING ELECTRICAL PL ING MECHANICAL ROOFING PAVING FEN SIGN WORK DESCRIPTION C.. J47 Square Ft Estimated Cost (value) WARNING TO OWN RESULT IN YOUR PA CONSULT WITH YO1 Application is hereby m certify that all work will permits are required for E OWNER'S AFFIDAVIT: I laws regulating construction of owner and/or Notary as to Owner and/or Cc My Commission Expires: FEES: PERMIT 4410 APPROVED: Zoning Mechanical YOU MUST RECORD A NO] G TWICE FOR IMPROVEMEN ENDER OR AN ATTORNEY E to obtain a pan to do work and performed to mee the standards o ;TRICAL, PL ING, SIGNS, P certify that all the foregoing inform; and zoning. Furthermore, I authoriz President Date I President - 11 Date Z OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, ORE RECORDING YOUR NOTICE OF COMMENCEMENT.) illation as indicated above, and on the attached addendum (if applicable). I laws regulating construction in this jurisdiction. I understand that separate ;S, ROOFING and MECHANICAL WORK. is accurate and that all will ne m above -named acts work stated. Signature of Co2*ac My as to with all applicable Date Date i —NOTARY--_0 BOND TOTAL DUE Electrical Engineering ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANT THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGiT OUTLETS CENTRAL HEATING F3ISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/MM OWM REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUW TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER DATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS MOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SIN(, POT /3 CORP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION 31NK, RESIDENCE MOTORS OVER 5- B HP TRANSPORTING ASSEhBLiES 31NK, SLOP MOTORS OVER B- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS JRINAL MOTORS OVER 25-100 HP COOLING TOWERS MATER CLOSET MOTORS OVER 100 If VIOLATION INDIRECT WASTES A/C WINDOW REIISPECTION VATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COIOXIAL WATER SERVICE SIGN TUBES EWER CONNECTIONS SIGN TRANSFORMERS TILITY -SEWER SIGN TIME CLOCK TILITY -WATER FIMMS _PTIC TAN( ANTENNA .LAY TELEVISION OUTLETS IAINFIELD, 4' TILE/RES. VIOLATION JMP 3 ABANDON SEPTIC TANG REINSPECTION WAGE PIT a). FT. ITCH BASIN ISDWE WELL WESTIC WELL REA DRAIN )OF INLET ILAR WATER HEATER RE STANDPIPE OL PIPING .WN SPRINKLER SYSTEM S RANGE TER SET (GAS) S PIPING PER IT APPLICATION P!!OR MIAMI „SHORES ','VILLAGE I' Date 11/29/00 Job. dress 1441 NE 102 - St. '_ Tax Folio 11- 3205- 024 -0170 Legal Description Mi i Shores BAyl Park Estat s Lot 21, BLk 1 PB x'6/86 Owner / Lessee / I Owner's Address_ Contracting Co. I Qualifier_ Dou&] State # 012452 Architect /Engineer, Bonding Company Permit Type(circle i01M DESCRIPTIa Square Ft 1441, NE 102 St- Master Permit # 47880 Phone Ls-,Orr Plumbing, Inca Address 301 Flagler Dr., Miami Springs 'r Ji SS# Phone 305- 887 -1687 cipal # Competency # 0012463 Ins.Co. 8/2/01 _ Address Address Address BUILDING 'IjELECTRICAL PLUMBIN MECHANICAL ROOFING PAYING FENCE SIGN I remodel Bathroom - Roush. & set.(2) lavatories, Set only (2) water closets, C 1{ shower Estimated Cost(value) ''$ 2290.00 4ARNING TO OWNER: YOU MUST I CORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO 30 MAY RESULT IN Y U,R PAYING WILE FOR tXFRO'�M=TS TO YOUR ]PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT !WITH YOUR�!LENDER OR AN ATTORNEY BEFORE RECORDING'YOUR YOTICE OF COMMENC T). Application is hereby made to obtain a- permit 1to do work and installation as indicated above, and an the attached adden um (if applicable). 'I loertify that all work will be performed to meet the standards of all lawsl regulating onstruction in this -jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBINGt SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I ertify that all the foregoing information is accurate and that all work will be done in compliance ith all applicable , law, regulating construction and zoning. Furthermore, I authorize the above contractr to do thl work stated. 31snature of owner a, 'late: :iotary as to Owner an Ay Commission Expires or Condo President Signature geContractor or Owner- Builder Date:' 11/29/00 or Condo President Notary as to Contraot9As� W, kr�su lder My Commission Ex #�* Donna P. v�antz Notary Fubtic, Mate of °F7osida Qa Commission No. CC 675348 F0 < ©F *MY Commission Zxp !17/2001 Fla N** Semi= �sndmg Co. ?EES: PERMIT 2 RADON COC. NOTARY °^ D TOTAL DUE r 1PPROVED: Firer Other Zgni Buildi n Electrical e ' _ ._... -_.. �:_.: - - - - - Mchanica_ _ - Plumbi - _ Engineering p i W _J L� I■■1 CL w CD y U cCOUNT OAL. DUE APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY I, ff L K ! mr, j Pewjo � 5,W yh) , hereby apply for a certificate to re- occupy the single family residence known as : (address) h �s Ai C 10 N , Miami Shores, Florida. Legal Description: Lot: Block PB & PG: I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside.therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Y jr Applicant �' 6,0 Date 9j, Print Name For purposes of conducting the inspection required by Section 902 of the Mami Shores Land Development and Zoning Code, please contact: Contact Name( YL�4 -N�e- A-L - c 20 Telephon �v �"7�eT ; ;?4 Buyer Seller e_ Realtor Company Name Application Fee ($50) paid: Cash Check No. Inspected by: F, """ Approved X Denied Date 8/29/00 Comments: PAGE 1 OF 2 ~CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. . MIAMI SHORES VILLAGE, FLORIDA ,A 4 By: 44 Date f Certification: 8/29/00 THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. PAGE 2 OF 2 y s PERMIT APPLICATION Date Job Legal Description Owner/Lessee / Tenant Owner's Ad 1441 Contracting State # Architect/Engineer I Bonding Company Mortgagor 0 Municipal ri1►�' MIAMI SHORES VILLAGE TaxFolio_ _ ffstorically Designated: Yes No Master Permit . # t y Phon �� U °� ' S " 1 i = Address SS'# Phone Competency # Ins. Co. Address / v Address Permit Type (circle one) B::Uj ING ELECTRICAL PU G MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 611 l_,, ✓I [C �I Square Ft. � Estimated Cost (value) �I WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COI�MMCEMRNT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR EWROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to ob a permit to do mar and installation a l indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the � of all laws regulating construction this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS; POOLS, ROOFING and MECHANICAL WORK OWNER'S AFFIDAVIT: I construction and zoning. owner an all the forego4 information is 42'Othonze the above -named c President Notary as t5 Ciwner and/or Condo President My Commission Expires: ,+ lllam J, Na+mfas o 1 g�� "�iea�o �e E�EjBllf3t7 $p7R�' FEES: PERMIT ® RADD APPROVED: V Zoning Building Mechanical Plumbing II rnd that all work will be done in compliance with all applicable laws regulating to do the worlaated. r.91 Date ... BOND TOTAL DUE 1 Electrical _ Structural Engineer - NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: TAX FOLIO NO. 0OR559472 2000 NOV 21 15 *-02 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is 1. Lggal description of property and street. address: 2. Description-of improvement: in this Notice of Commencement. 3.Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 5. Surety:(Payment bond required by owner from gontractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: S. In addition t"mseif, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date ispecified) of Owner Print Owner's Name Sworn to and subscribed before me this Notary_ Publik„.� Print Notary's Name AKO_4 / I s day of N N ¢ m-6eA , 20 ci. n - -,�, _IPOB Miriam Maldonado llerena �1�[�. L P.I.Z. A rr 7S7Mn , (., l 2002 My Commission Expires '7 /tR 102, "F "' ATLANTIC BONDING CO., INC sTATP OF FLORIDA. COUNTY OF DADS e I HEREBY CERTIFY that this is a tru c y day of original riled in th Office on AD 20 4oa — WITNESS my hand and Official rSeat- HARVEY d County Courts RUVIN D.C. By Prepared by iCtfYl/1 Address: = J;e M-PSTE�- 58 It -i"a1 le-r 9 (rST ^� -Tll� Iaea`i�c�� l�O�IaKI ��i� a)e,,) S4L --T-04e� NeUJ �Srb�e S��tsultl"_ �i Ill - '�"uct� _J 411 - h -Z ::�) spue- LnGpRiy) A , METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2906 Pozzi Window Company PRODUCT CONTROL DIVISION 62845 Bovd Acres Road (305) 375 -2902 Bend - OR 97701 FAX (305) 372 -6339 Your application for Product Approval of: "'Straight Line & Radius Top ".Muni. Clad 1Vvod Casement 1V1nclow ►vl1V1ullion - Impact under Chapter 8 of the Metropolitan Dade County Code governing the Alternate ?Materials and Types of Construction, and completely described to the plans, specifi cations a nd calculations as submitted by: Applicant, along with Drawing :Yo. CC -1, Sheets 1, la, 2, 2a, 3, 3a, 3b, 3c, 4, and 5 of 5. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 98-0318.05 Raul Rodfiguez Expires 09 /10/01 Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. iL'es4a ntzrr, Director Building_ Code Compliance Dept. Approved: 09 /10/98 -1' Metropolitan Dade County Pozzi Window Co. I. SCOPE ACCEPTANCE No.: 98- 0318.05 APPROVED SEP 1 0 19Q0 EXPIRES _ SEP 10 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.1 This approves an aluminum clad out -swing wood casement window, 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 "Straight Line & Radius Top "Aluminum Clad Out -Swing Wood Casement Window with Mullion - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No CC -1, titled `'Clad Casement," Sheets 1, la, 2, 2a, 3, 3a, 3b, 3 3c, 4, and 5 of 5, dated Nov. 14 & 18, 1997, revised on 08/07/98, signed and sealed by Walter A. Tillit Jr, 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 of only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum clad out -swing wood casement window 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 not 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 Building Code � SFBC) in order to properly evaluate the installation of this system. Manuo Perez, P.E. Product trol Examiner r% _} . . 0- -1 T' _ Pozzi Window Co. ACCEPTANCE No.: 98- 0318.03 APPROVED : SEP I n tq98 EXPIRES : SEP 10 2001 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: "Nliami -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. Anv 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. S. 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 Man l Perez, P. E.. Prod ontrol Examiner Prod un- ntroI Division END OF THIS ACCEPTANCE i, 72" " WITHOUT NAIL FLANGE SASH HINGE TYP. #14 -75 TOP 6 BOTTOM — 14' TYP SASH EXTRUSION AC -46 3105 H -15 COILED ALUMINUM DETAIL CORNER KEY 019 THICK AC -45 AC -74 OR CORNER SECTION SASH LOCK 1003 #16 -18 SASH OPERATOR .313 ,125 #15 -94 AND SASH OPERATOR TRACK �5• #30706 --- 7 ELEVATION CLAD CASEMENT INTERIOR JAMB AC -2 6 AC -4 FINGER 8' TYP. ON CENTER 08X2 -1/4' GALVANIZED SCREWS OR 1/4'X4• TAPCON ANCHORS DETAIL CORNER KEY 3 /8'X1• WIRE STAPLE AC -74 CORNER SECTION 24• DN CENTER AROUND FRAME 1003 PERIMETER .313 ,125 �5• I I 90• SASH CLADDING I STENCILED AC -45 L 46 I I ALUMININ ALLOY 6061 -76311 EXTERIOR # PS FRAMEAC 18AD� I I WOOD CREW INTE JAMB I 4RIOR I I AC -2 I , BRASS I PHILLIPS WOOD I SCREW 111 IIIE — — — — — — �-- — CLOSED CELL THIS UNIT WAS soul N 'L03'Da F: L[' � +c ctlllr: — — .— FOAM FOAM GASKET IN TESTED FOR DA • - -• WOOD FRAME B� JOINT + O — L O Q C, CORNER KEY s AC DOW 1 99 SCONE 3/8X2' WIRE II ' DESIG N WIND Os UV PRU �T ROL DIYiS:— BUILDING -CODE CONIFLIA14CE Of CE CLAD FRAME JOINT STAPLES LOAD ACCEPTANCE NO." O S REVIEWED & APP ROVED BY : PRODUCTi CLAD CASEMENT JOB TRACKING # fl IL ECD MANUFACTURERt POZZI WINDOW CO. TILLIT TESTING & ENGINEERING COMPANY DRAWN BY$ P.H.G. 6595 NW 36th STREET, STE. 217 - MIAMI, FLORIDA 33166 DATE: 11 -14 -97 DRAWING # GC -1 WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER F L IC 6T 11 SHFET "L. .NO." }� [IF 5 7 IV WITHOUT NAIL FLANGE ° A ELEVATI ❑N CLAD RADIUS IN SASH DETAIL CORNER KEY AC -74 .3 3 . 25 4 0 STENCILED ALUMINUM ALLOY 6061 -T6511 CORNER SECTION 1 SASH CLADDING I AC -192 EXTERI R 18AA I s INTERIOR JAMB AC -4 �I AC -2 , CORNER KEY AC -74 — DOW CORNING 1199 SILICONE CLAD FRAME JOINT 3 /8'X1' WIRE STAPLE 24' ON CENTER AROUND FRAME PERIMETER I I #6X2' PHILLIPS WOOD SCREW — ALL HINGES DV -215 4' SOLID BRASS f YP. ON CENTER #8X2 -114' GALVANIZED SCREWS OR 1/4'x4' TAPCON ANCHORS 4° TYP, I I SASH EXTRUSION III TYP. EXTERIOR CLAD I PHILLIPS WOOD SCREW AC -192 TYPE 6063 I FRAME AC -194 ALUMINUM ALLOY THIS UNIT WAS T -1 TEMPER T -1 6 T -5 TEMPER I FOR TYPE 6063 BY. PROW U- I JOINT ALUMINUM ALLOY I JR., DI v:s u,*i III + & '- FRAME AC -18 I I I III III I III I T -5 TEMPER , , ACCEPIANCE NO. 1 - 1 b • DS I I I I III ICI III III III GLAZING MATERIAL PRODUCED , , , I SASH LOCK III BY GLASSLAM USING I /8' 016 -18 I ANNEALED GLASS PLUS .060' I POLYESTER RESIN PLUS .010' I CLEAR PET FILM PLUS .060' I I POLYESTER RESIN PLUS 1/8' INTERIOR JAMB III ANNEALED GLASS I AC -4 6 AC -2 FINGER JOINTED PINE I I I SASH OPERATOR 15-94 AN I III OPERATOR ?RACK I 030706 I- _ _ J DETAIL CORNER KEY AC -74 .3 3 . 25 4 0 STENCILED ALUMINUM ALLOY 6061 -T6511 CORNER SECTION 1 SASH CLADDING I AC -192 EXTERI R 18AA I s INTERIOR JAMB AC -4 �I AC -2 , CORNER KEY AC -74 — DOW CORNING 1199 SILICONE CLAD FRAME JOINT 3 /8'X1' WIRE STAPLE 24' ON CENTER AROUND FRAME PERIMETER I I #6X2' PHILLIPS WOOD SCREW — ALL HINGES DV -215 4' SOLID BRASS f YP. ON CENTER #8X2 -114' GALVANIZED SCREWS OR 1/4'x4' TAPCON ANCHORS 4° TYP, I I #8X1 -3/4' BRASS �f{I.i�,�l.�. r.J CQr�:I.y•�: �•� I11 lilE I PHILLIPS WOOD SCREW v91)lll 11 AW BJ: i ?Ilia CoOr 1/16' CUED CELL THIS UNIT WAS URT FOAM GASKET IN WOOD FRAME TESTED FOR BY. PROW U- JOINT JR., DI v:s u,*i + & '- 60 P S F BUILDING CODE CI)MPL1 17CE OFFICE 3/8'X2' WIRE DESIGN , WIND ACCEPIANCE NO. 1 - 1 b • DS STAPLES LOAD REVIEWED & APPROVED BY: PRODUCT: CLAD RADIUS IN -SASH JOB TRACKING # Oq2- 0508 -97 & 01:2- 0604 -97 • OIIE- 0910 -97 =11a IBi:®u` MANUFACTURERS POZZI WINDOW Co. TILLIT TESTING & ENGINEERING COMPANY DRAWN BY, P.H.G. 6595 NW 36th STREET, STa 217 MIAMI. FLORIDA 33166 6 DATE, REV. 8 -7 -98 DRAWING #I CC -1 , WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER FL Ll SHEET # 1A OF S C 44�1�- J� .F- " WITH NAIL FLAN15E " SASH HINGE TYP. #14 -75 TOP 6 BOTTOM— 72" CORNER SECTION SASH CLADDING AC -45 L 46 EXTERIOR CLAD FRAME AC -18 INTERIOR JAMB AC -4 AC -2 —, CORNER KEY AC -74 — i 2 14' TYP. SASH EXTRUSION AC -46 3105 H -15 COILED ALUMINUM .019 THICK AC -45 0 P , SASH LOCK #16 -18 SASH OPERATOR #15 -94 AND SASH OPERATOR TRACK #30706 3/8'X1' WIRE STAPLE 24' ON CENTER AROUND FRAME PERIMETER #6X2• PHILLIPS I WOOD SCREW of ELEVATI[IN NAILING FLANGE/ AC -172 3 ALLOY CLAD CASEMENT INTERIOR JAMB AC -2 4 AC -4 FINGER 7' TYP. ON CENTER #8X1 -1/2' GALVANIZED SCREWS 8' TYP. ON CENTER #8X2 -1/4' GALVANIZED SCREWS OR 1/4'X4' TAPCON ANCHORS /DETAIL CORNER KEY AC-;74 1.003 .313 425 45-900 \STENCILED ALUMINUM ALLOY 6061 —T6311 , #8X1 -3/4' BRASS PHILLIPS WOOD SCREW THIS UNIT WAS 1/16' CLOSED CELL FOAM GASKET IN TESTED FOR WOOD FRAME JOINT +'& - 00 P S F , DOW CORNING 3/8'X2• WIRE DESIGN WIND 1199 SILICONE STAPLES CLAD FRAME JOINT LOAD REVIEWED It APPROVED BY: IL ccol n. TILLIT TESTING 3 ENGINEERING COMPANY 8595 NW 36th STREET, STE. 217 MIAMI, FLORIDA 33166 WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER FL. LIC.NO.44.,�,6- T= plE i;J. C?F. �..,. . rrr.r _ ►u.q$ By. li Du. B u.i.u!r,r1 COPE OFECE ACCF.PlANCE N? l� •p PRODUCT= CLAD CASEMENT JOB TRACKING It .MANUFACTURER+ POZZI WINDOW CO. ..DRAWN BYr P.H.G. DATE= 11 -14 -97 DRAWING # CC -1 SHEET # 2 [IF 5 _P- i WITH NAIL FLANGE " ALUMINUM NAILING FLANGE/ DRIPCAP AC -172 TYPE 6063 ALLOY CORNER SECTION SASH CLADDING AC -192 EXTERIOR CLAD FRAME AC -18 INTERIOR JAMB AC -4 AC -2 --, CORNER KEY AC -74 — GLAU FRAME JOINT 3/8'X1' WIRE STAPLE 24' ON CENTER AROUND FRAME PERIMETER #6X2' PHILLIPS WOOD SCREW — #8X1 -3/4' BRASS PHILLIPS WOOD - SCREW 1/16' CLOSED CELL FOAM GASKET IN WOOD FRAME JOINT REVIEWED & APPROVED BY: IL B�Oum TILLIT TESTING & ENGINEERING COMPANY 8586 NW 381h STREET, STE. 217 MIAMI. FLORIDA 33166 WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER FL.4C.N0.4416J`7 ELEVATION CLAD RADIUS IN 4.0 T9 CONT CT 7 n TYP. ON CENTER #8X1 -1/2' GALVANIZED SCREWS ON CENTER 48X2 -1/4' GALVANIZED SCREWS OR 1/4'X4' TAPCON ANCHORS 4° TYP, / ill "I .t; ��•I TEF "Wili I'LL 1, A ilU'LUi; G 1::l:'E THIS UNIT WAS TESTED FOR By PSF. BL�II.UiPdC GXk cJbli'L :Iir: iE l e�iCE DESIGN WIND AGCENT.!i�CE LOAD PRODUCT: CLAD RADIUS IN —SASH JOB TRACKING # 0112 - 0508 -97 L 0112- 0604 -97 L DIIB- 0910 -97 MANUFACTURER: POZZI WINDOW CO. DRAWN BY: P.H.G. DATE: REV. 8 -7 -98 DRAWING # CC -1 SHEET # 2A OF 5 VERTICAL SECTION g8X2 -112' 15 GAUGE X 1 -112' GALVANIZER AC-2 FINISH NAIL FRAMED SCREW / I STANDARD FRAME INSTALLATION SASH HINGE N14 -75 � AC-46 � AC -20 1/8"X1 /2' FOAM TAPE WITH 1/2' GLASS BITE DOW CORNING #1199 SILICONE SEALANT AC -18 N 2 GLASSLA I GLAZING 1/4' VINYL BULB 15 GAUGE X 1- 3/4' --,' MASONRY FINISH NAIL INSTALLATION MASONRY WALL - -� B -B AC -2 15 GAUGE X 2- N SH NgIL 3/16'X� DC -5 WIRE WISH NAIL 3/16 "X3/4" DC -5 WIRE AC -162 STAPLE SCREEN ASSEMBLY DC -22 OPERATOR ASSEMBLY #15 -94 AC -11 1/4' MAX, SHIM SPACE 1'X? BUCK P.T. 1/4'X4" TAPCON ANCHOR " WITHOUT NAILELANGE " THIS UNIT WAS TESTED FOR + & - 60 PSF. DESIGN WIND LOAD „8x2 -1.2• HORIZONTAL GALVANIZED 1/4° MAX. SCREW SHIM SPACE 15 GAUGE X 1 -112' 15 GAUGE X z• FINISH NAIL Q 16' FINISH NAIL AC -6 ON CENTER INTERIOR SASH SCREEN MULL LOCK ASSEMBLY COVER 6.91 MILXI'Xl /2' CORRUGATED FASTENER @ 4' ON CENTER AC -162 FRAMED WALL OR 'CBS" I 2 "X? BUCK 1 STANDARD FRAME INSTALLATIO SECTION 1/4' MAX. ` SHIM SPACE DEW CORNING AC -11 #1199 SILICONE SEALANT 3/16'X3/4' WIRE STAPLE II \4 3 0" GLASSLAM AC -21 GLAZING AC -45 60" C -18 AC -220 1/4• VINYL DC -209 EXTERIOR BULB MULL COVER REVIEWED & APPROVED f3Y: TILLIT TESTING & ENGINEERING COMPANY 6585 NW 38th STREET, STE. 217 MIAMI, FLORIDA 33160 WALTER A. TIiLLIT JR., P.E. STRUCTURAL ENGINEER FL LIC.NO. 44167 PRODUCTt CLAD CASEMENT MASONRY INSTALLATION VX? P. T. BUCK AC -4 1/4 "X4" TAPCON MANCHOR MASONRY WALL #8X2' BRASS SCREW AHRC-7112 AS Ir!ti.r: .!lt:!: .: ill It WWII Il IIIU•1 GUILJ9hC l:;hE CllS1;;'liAii ;E C'FFiC .JOB TRAUtNas MANUFACTURERi POZZI WINDOW CO. DRAWN By, P.H.G. DATE: REV. B -7 -98 SHEET DRAWING # CC-1 # 3 OF 5 COMPONENTS AC -18 FRAME METAL ALLOY T -5 TEMPER .055 TYP. WALL THICKNESS TYPE 6063 ALUMINUM 1.345' 0.530' 0.764' 0.234' 1.595' ---� AC -35 NAIL FIN .030 TYP. WALL THICKNESS PVC MATERIAL 0.282' 0.200' 0.289' AC -220 MULL COVER .072 TYP. WALL THICKNESS TYPE 6063 ALUMINUM ALLOY T -5 TEMPER CLAD CASEMENT 0.288' -- 1.537' 0.350' -� AC -45 & 46 SASH ROLL FORM CLADDING .019 TYP. WALL THICKNESS TYPE 3105 H -15 COILED ALUMINUM STOCK r- 0.408' 0.334' F-� 0.661' SASH HINGE °TRUTH° #14 -75 AC -178 _j DRIP CAP .055 TYP. WALL 1.385' THICKNESS 1.903' TYPE 6063 ALUMINUM ALLOY T -5 TEMPER 1.522' 10' LONG STEEL TRACK L ARMS WITH STAINLESS STEEL INSERT INSIDE DELRIN SLIDE SHOE WITH A BRASS POST AND LOCKING SNAP RING -�� ---- ----I 0.42 3' 0.368' 0.66 8' � T 61* 0.363' j 0.674' _ 0.224' 1 DC -209 STA. SASH SETTING BLOCK EXTRUDED VINYL 2.157' 0 f TT-1 3.325' GLASSLAM GLAZING -_i [ -- 0.3$0' OPERATOR WITH HANDLE 'TRUTH' #15 -94 DIE -CAST ZINC BASE, CRANK HANDLE AND KNOB. HARDENED STEEL WORM AND GEAR. HIGH STRENGTH PLASTIC COVER. REV I EWED & APPROVED BY: IL ElrOuu. TILLIT TESTING & ENGINEERING COMPANY 6595 NW 361h STREET, STE. 217 MIAMI, FLORIDA 33166 WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER FL. LIC.NO. 44167 3.157' 2.249' -'1 0.969' SASH LOCK pTRUTH" #16 -18 DIE CAST ZINC HANDLE L CASE STEEL BACKPLATE L LOCKING CAM SASH OPERATING TRACK OTRUTHO #30706 STEEL .050 WALL THICKNESS 4.072' 1/4" VINYL BULB AB -200 .020' TYP. WALL THICKNESS PRODUCT, CLAD CASEMENT JOB TRACKING # 1.697' APPROVED AS COMPLY :NC 1; ITH . TV, SOUTII H OP-W LVU:LOINC CME 0!1T l9 (30 UY E=Fi4DU :�! a I Ow.-S o &n BUILDING CODE C:1; &MUNCE O -FICF ACCCPiq -ME NO.Un-b3 t MANUFACTURERS POZZI WINDOW CO. DRAWN BYi P.H.G. DATE+ REV. 8 -7 -98 I DRAWING # CC -1 SHEET # '�A 19. 19, COMPONENTS CLAD CASEMENT AC-2 HEAD & SILL WOOD FRAME FINGER JOINT PINE AC -4 SIDE WOOD FRAME FINGER JOINT PINE "i*4 '. I 2 9/16' T D C _rJ HEAD SCREEN CLEAR PINE 1/4' - 1 31/64' 1 5/32' — 7 1 7/32' 7 1 7/32' -F 1 3/8' - 1 21/32' �-- AC -11 WOOD JAMB EXTENSION CLEAR PINE 1[—1 11/32' 1/2' 13/32' -1 AC -162 GLASS STOP FINGER JOINT PINE 13/32' 2 7/16' AC -6 INTERIOR MULL COVER CLEAR PINE 3.438' O °0000000000000°00000°00000 0.657' °0 °0 °0 °0 °0 °0 °0 °0 °o °0 °0°000° 0 0 0 0 0 0 0 0 ,e! o 0 0 0 0 �_ °° °° °0 °0 °° °° °° °° °° °° °° °° °°° a 0 ° 0 000 000000 0000000 1.531• 1116 CLOSED CELL 0 °0 °00000 °0 °0 °o FOAM FRAME GASKET 117' 000000000000000 00000o00000o00 2 3/16' � �- ----�— 1.813' STOP 9/16' 7o AC -20 SASH TOP & BOTTOM RAIL CLEAR PINE 27/32' L 2 3/32' DC -7 SIDE SCREEN STOP CLEAR PINE -7 1 5/64' 45/64' AC -21 SASH STILE CLEAR PINE REVIEYED S APPROVEDDY: I TILLIT TESTING & ENGINEERING COMPANY 8595 NW 36th STREET, STE. 217 MIAMI. FLORIDA 33166 WALTER A. TILLIT JR.. P.E. STRUCTURAL ENGINEER FL LIC.NO. 44167 1 13/32' —� 31/32' 3/16' DC -22 OPERATOR CLEAR PINE PRODUCTS CLAD CASEMENT JOB TRACKING # COVER APPROVED AS COMPLYING l; Tll III. SOU*FLOR LOING CODE r, OAT19�_ BY - PRDIYis *t;N BUILDING CODEQCOIAPLiANCE OFFI =1 IE ACCEPTANCE N0. ,�.� • 05 MANUFACTURERS POZZI WINDOW CO. DRAWN BYs P.H.G. DATE, REV. 8 -7 -98 DRAWING N CC -1 SHEET # 3B 0.594' COMPONENTS CLAD RADIUS AC-2 �--- 2.007' HEAD RADIUS WOOD FRAME CLEAR LAMINATED PINE VENEER 2.188' 0.563' DC -7 HEAD RADIUS SCREEN STOP CLEAR LAMINATED PINE VENEER i �1:764'� 0.718' 0.635' AC -194 FRAME METAL ALLOY T -1 TEMPER .055 TYP. WALL THICKNESS TYPE 6063 ALUMINUM. [-- 0.57B' 1.50.(45 -►1 If 0.872' ---I AC -192 SASH METAL .075 TYP. WALL THICKNESS TYPE 6063 ALUMINUM ALLOY T -1 IL T -5 TEMPER 1.219' IN -SASH I �-- 1.042' --� 0.625' I r--- 1.042' 0.625' AC -193 HEAD RADIUS GLASS STOP CLEAR LAMINATED PINE VENEER 1.375' -�I �-- 0.656' R LAMINA PINE VENEER TED AC -11 RADIUS JAMB EXTENSI ❑N 0.422' I 0.422' DV -215 HINGE .089 TYP. WALL THICKNESS SOLID BRASS REVIEWED B APPROVED BY: rwlvE _co aa �r- TILLIT TESTING 6 ENGINEERING COMPANY 6595 NW 36th STREET, STE. 217 MIAMI, FLORIDA 33166 WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER (AFL UC.NO.44167 7' 0.735' T_ 0.865' AC -193 SIDE & SILL GLASS STOP FINGER JOINT PINE i-- 0.990' --1 AC-191. SASH STILE & BOTTOM RAIL CLEAR PINE h'-- --- 1.980' AC -191 RADIUS TOP RAIL CLEAR LAMINATED PINE VENEER o' 0.735' P.PPP')VEU AS C(°MPLYRIC V:t,ll Tffr :Qt:Tf It.U''l :1 Lei; LU;t;C C ^.fil:' o _ _ _ _ f 9 EUILU(f {r CCif," aCCEPTA,i'Cr rtt).. c PRODUCT: CLAD RADIUS IN -SASH JOB TRACKING # 0112 - 0508 -97 6 0112- 0604 -97 L 0112 - 0910 -97 MANUFACTURER+ POZZI DRAWN BY: P.H.G. DATES REV. 8 -7 -98 SHEET DOW CO. DRAWING # CC -1 # 3C VERTICAL SECTION (� naxi -iiz• "ex2 -1ie' 15 GAUGE X i -iiz• GALVANIZED GALVANIZED FINISH NAIL FRAMED STAND ARD FRAME SCREW SCREW AC -2 WALL INSTALLATION OR 'CBS° AC -172 � � -2'X? BUCK SASH HINGE 1/4' MAX. #114 -75 SHIM SPACE AC -46 AC -20 �— 15 GAUGE X 2' FINISH NAIL 3/16'X3/4° DC -5 1/8'X1/2' FOAM TAPE WIRE WITH 112' GLASS BITE L— AC -162 STAPLE DOW CORNING % 2" SCREEN ASSEMBLY #1199 SILICONE GLASSLA f DC -22 SEALANT GLAZING OPERATOR AC -16 ASSEMBLY 1/4' VINYL #15 -94 BULB �-- AC -11 1/4' MAX. AC -35 SHIM SPACE MASONRY INSTALLATION 2'X? BUCK FRAMED WALL OR 'CBS' #8X1 -1/2' GALVANIZED SCREW 15 GAUGE X 1 -3/4'� FINI 1'X7 BUCK P.T. SH NAIL / 1/4'X4' MASONRY WALL AC —2 TAPCON ANCHOR WITH NAILELANGE " THIS UNIT WAS TESTED FOR + & — 60 PSF. DESIGN WIND LOAD 1/4" MAX. SHIM SPACE 15 GAUGE X 2' FINISH NAIL #8X2 -1/2" HORIZONTAL 15 GAUGE X 1 -1/2' FINISH NAIL @ 16' ION CENTER EXTERIOR MULL COVER REV ItNtU 5 ArrROVED BY: TILLIT TESTING & ENGINEERING COMPANY 6595 NW 361h STREET, STE. 217 MIAMI. FLORIDA 33166 WALTER A. TILLIT JR., P.E. STRUCTURAL ENGINEER . (�FL UC.NO .4441^67 SECTION 1/4' MAX. SHIM SPACE DOW CORNING u11nn C%Tl Thr7L 1/4'X4" TAPCON MANCHOR MASONRY — WALL PPFUU-81,01 A" SOUTH FLG. DA UAT Ice la. �. By NUitOIi.L' G�:i �. t "hi.phANIQ UFF1L'r ACCEPTArtC[ f :0l9 --0-j! $ . b j PRODUCT, CLAD CASEMENT .Jae TRMXIWo MANUFACTURER: POZZI WINDOW CO. DRAWN BYt P.H.G. DArEt REV. Q -1 -9Q 1 DRAWING N CC -1 SHEET # 4 11 S CLAD CASEMENT °MULL° PART #'s N N N N 15 -94 30706 16 -18 14 -75 AC -162 AC-2 AC -4 AC -20 AC -21 DC -5 DC -7 DC -22 AC -6 AC -11 AB -200 AC -18 AC -45 AC -46 AC -172 AC -220 AC -35 AC -74 DC -209 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N POZZI WINDOW COMPANY, INC. DILL OF MATERIALS PART DESCRIPTION .380 GLASSLAM GLAZING SQ. FT, OPERATOR W/ HANDLE & COVER SASH TRACK SASH LOCK & KEEPER SASH HINGE GLASS STOP LINEAL HEAD & SILL WOOD FRAME LINEAL SIDE WOOD FRAME LINEAL WOOD TOP, BOTTOM RAIL LINEAL WOOD STILE LINEAL HEAD SCREEN STOP LINEAL SIDE SCREEN STOP LINEAL OPERATOR COVER LINEAL INT, MULL COVER LINEAL STRAIGHT JAMB EXT. LINEAL 1/4' VINYL BULB LINEAL FRAME METAL T -5 TEMPER LINEAL SASH ROLL FORM STILE LINEAL SASH ROLL FORM RAIL LINEAL DRIP CAP LINEAL ALU, EXT. MULL COVER LINEAL PVC, NAIL FLANGE LINEAL FRAME CORNER KEY STA, SASH SETTING BLOCK #6X2' PHILLIPS WOOD SCREW 48X1 -3/4' BRASS PHIL, WOOD SCREW #8X2' BRASS PHIL, WOOD SCREW 6.91 MIL.XI'X1 /2' CORRUGATED FAST. 3/8'X1° WIRE STAPLES 3/16'X3/4' WIRE STAPLES 3/8'X2' WIRE STAPLES 15 GAUGE X 1 -112' FINISH NAIL 15 GAUGE X 1 -112' FINISH NAIL 15 GAUGE X 1 -112' FINISH NAIL DOW CORNING SILICONE #1199 SCREEN ASSEMBLY 1/16' FRAME GASKET REVIEWED 9 APPROVED BY: IL IrE TILUT TESTING & ENGINEERING COMPANY 6595 NW 36th STREET, STE. 217 MIAMI, FLORIDA 33166 WALTER A. TILLiT JR., P.E. STRUCTURAL ENGINEER FL. UC.NQ. 44167 V ASSEMBLY QTY. 1 0 GLASSLAM TRUTH TRUTH TRUTH TRUTH BEND MILLWORKS BEND MILLWORKS BEND MILLWORKS BEND MILLWORKS BEND MILLWORKS BEND MILLWORKS BEND MILLWORKS BEND MILLWORKS BEND MILLWORKS BEND MILLWORKS INTEK ANODIZING INC. NICHOLS- HOMESHIELD NICHOLS- HOMESHIELD ANODIZING INC. ANODIZING INC, PLASTIC PROFILES- INC. MITCHELL METAL INTEK CRONIN FASTENERS CRONIN FASTENERS CRONIN FASTENERS STANLEY /BOSTITCH CRONIN FASTENERS STANLEY /BOSTITCH STANLEY /BOSTITCH STANLEY /BOSTITCH STANLEY /BOSTITCH STANLEY /BOSTITCH DOW CORNING POZZI WINDOW MFG, DERBY ANTITY 23.584' 1 1 2 2 28.966' 10' 24' 9.416' 23,416' 2.104' 27.82 2.3' 5.88' 22' 63.664' 34' 23.416' 9.416' 5' 6' 17' 8 10 16 8 18 13 29 48 24 50 8 43 10oz,TUBE 2 8 sot,Ti'I I I. r—a t flu i �, .. :: ,[ IA By CU1,Yl.:ANCE UI'I ICE PRODUCT, CLAD CASEMENT JOB TRACKING # MANUFACTURER, POZZI WINDOW CO. DRAWN BYt P.H.G. DATE, 11 -18 -97 I DRAWING # CC -1 SHEET # 5 OF 5 I AW Cw r; f `• MONTBAZON _ (I. L) TE L.(47) 56_21_77 June 8, 1963 Mrs, Dorothy T. Rouse 1441 N. E. 102nd Street Miami. Shores, Florida U. S. A. Dear Mrs. Rouse: This is in reply to your letter of May 27, 1963, addressed to us in Paris, France, requesting our consent and approval for the building of an orchid house kmwm on the east side of your house. The proposed construction is, in our opinion, such a flagrant violation of the building code that we are surprised the Board approved the project as you state in your letter or that they would grant a variance or approve even with our consent. Nevertheless, now that we are specifically request- ed to give our consent and approval, we regret we cannot comply..As a matter of principle, we do object. Building codes are essential. They should - -e enforced indiscriminately regardless of intent and purpose, enhancement of values, or personalities involved, Perhaps it is unfortunate that 1kat this question was not raised until after ue had started on a five -zoath 'round the world tour. Please be assurred, however, that your failure to mention or discuss your plans with us before departure does not offend or affect ovr decision in any way, We apologize for not rel1ying sooner and for the typing. It is not the easiest thing in the world to get a letter written where they don't understand our language and we ourselves are on a schedule. Very truly yours, Albyti V. ElcCulloh. cc-41r. Charles Ivlarkel, Building Inspector Mr. and Mrs. Fred L. house 1441 Northeast 102nd Street ii.ami Shores, Florida Pear sir. and Firs. Rouse: On June 14th, 1963, I wrote you a letter saying that I had received tor. tcCulloh's letter objecting to your orchid house and requesting you to take it down. On passing your house, I see that you have not taken it down but have covered it with saran cloth and have plants in it. Once more I am requesting you to remove the orchid house from the side yard of your house within the next ten days or I shall take the necessary steps to force you to do so. Very truly yours~ Charles H. Markel Director of Building and Zoning CHMI c r-� C J Y Y June 14th, 1 9 G 3 Mrs. Dorothy Rouse 1441 N. T. 102nd Street Miami Shores= Florida Dear 4Irs. house: In regard to your orchid house$ a copy of Mr. McCulloh's letter came several days ago objecting to its construction. There appears to be no alternative but to take it down and I am ordering you to do so. Very truly yours# Charles H. Markel Director of Building and Zoning CIiM: c Air Ajbyn F. Mcculloh CHATEAU D'ARTIGNY MONTBAZON (INDRF-FT'LOIRF) 1451 N. E. 102nd St. Miami Shores, Fla. 0 1 i Mr. Charles Markel, Building Inspector Miami shores Village Miami Shores, Florida U. s. A. '4615FR W' BY R " AV AV AV AV AW. A V /7