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RC-10-1909IN PE:L.TICA RD Miami Shores Village 10050 N E 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756 -8972 POST ON SITE 1Par e� pertrrit A6Q.. RC- 10 -10w1 909 Issue Date: 7/8/2011 Expires: 01/04/2012 INSPECTION REQUESTS: (305)762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap k*, REQUESTS ARE ACCEPTED DURING 8.30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for f011oWinfj day insper tivns Residential Construction ,. #:1-1"32900340200 Owner's Name: KENNY KOTALIK Job Address: 950 NE 100 Street ,Miami Shore. FL 33138 - Bond Number: Owner's Phone: Total Square Feet: 800 Total Job Valuation:: $ 2Q 00090 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7 :30AM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY IMBURGctor(s) h =;ye Primary Contractor OR HOLIDAYS. IMBURGIA CONSTRUCTION SERvc 3i ?5 `.525 -5 07 Yes .111M MINN • IN NMI BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION_ WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED PLANS ARE READLY AVAILABLE. THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STRUCTURAL ZONING -F"NC, INSP` Columns 1st Lift Columns (2nd Lif Tie Bean Truss /Ra%ters Roof Sheathin. Bucks Windows'Doors interior Fiamin Insulation Ceiling G d D all Fire wall Wire Lath Pool Steel Pool Deck j 1 Ana Pool Final Fence ELECTRICAL Pool Bondinr Pool Deck Bondin Pool Wet Niche Under. round Footer Ground Slab Screen Er closure Driveway r�veway rase: ITn Ca� Roof in Pray rcyss !Mn PP.'d re;s Fir al Roof ,shutters Attachment Ana', Shutt.:rs Rails and Guardrails ADA com.liance FINAL To Out Fire S•rinklers Se tic Tank Sewer Hook-u Roof Drains Gas LP Tank Well Lawn S•rinklers ain Drain Pool Pi in Backflow Precentor Interceptor Catch Basins Condensate Drains Rough Tele.hone Rough Tele.hone Final. TV Rough PLUMBING COMMENTS 1IiAEN S Soil Bearing Cert Soil Treatment Cert Floor Elevation Surve Reinf Unit Nias Cert Insulation Certificate S•ot Surve Final Surve', Truss Certif cation STRUCTURAL COMMENTS Intercom Rough Intercom Final Alarm Rou. h !Zara'. Fire Alarm Rough Fire Alarm Final Service Work t FINAL ECHANICAL DATE ELECTRICAL COMMENTS T Final Alarm lye►' ntilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum MECHANICAL COMMENTS 11111 umnimumison ' ♦- ' nanimpsom 1 Rr tiw_. "t. �. ?X,r�,s':t� xus!..anrw t�.� • .,� �ha. .ate r,�..�,4�� • Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 -795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: 950 NF 100 ST. Miami Shores FL 33138- Location NONE Date Issued Occupancy R Load 800 SQ FT Occupancy Type INTERIOR REMODEL, GARAGE CONVERSION & ADDITION Not Transferable POST IN A CONSPICUOUS PLACE 9' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 152704 Permit Number: RC -10 -10 -1909 Scheduled Inspection Date: April 26, 2013 Inspector: Bruhn, Norman Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project <NONE> Contractor: BDC CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: (305)888 -5221 Building Department Comments GARAGE CONVERSION,INTERIOR REMODEL AND ADDITION OF A NEW GARAGE Passed Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 25, 2013 For Inspections please call: (305)762 -4949 Page 1 of 11 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION ECEWWED JUL 2 4 z °. FBC 20 Permit No. Master Permit No. C t 0 I q Permit Type: BUILDING ROOFING JOB ADDRESS: 15c) NE E 1 oo sJ r f d City: Miami Shores County: Miami Dade Zip: 5.313 b FoliolParcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder); 1V KO u Ii ! Phone #: ✓ • ✓ 15. / i2 Address: q5® ibz Steel- City: Av1 ctrl State: F • Zip: 53 ( 98' Tenant/Lessee Name: Email: Phone#: aJi k- ti • lu • ea�rj CONTRACTOR: Company Name: 60S-1111664 Address: . l v erv' t.W _Drive City: �, �y4 %, State: • Zip: .35/66 Q 306.0.5a21 DO. 5ai Qualifier Name: State Certification or Registration #: G (164• oa4 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition ■ teration ONew ORepair/Replace ODemolition Description of Work: �� Color thru tile: * * * * * * * ** ***************************** F************* * * ****** ** ***** ******* ****** * ** Submittal Fee $ Permit Fee $ —1S .C. CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. �� Contractor �� The foregoing instrument was acknowledged before me thi The foregoin instrument was acknowledged before me this day of J U lV , 20/ , by kttf4 KtrtoLick , day of Liu , 20 , by�TL who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As iden Y PUBLIC: on and who did take an oath. Print My Commis: My Comm. bolos Mar 16.2016 • Commission • EE 1546.0 Bonded RvoaSlt MOM A$$L * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** * ** * * * * * * * * * * * * * ** * ** * * * * * * * * * * * * * * * * ** * ** * * * * ** * ** ****+x+x**+x******* APPROVED BY ;OA 7A0 Z' Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Permit N. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Owner's Name (Fee Sim le Title Holder): Owner's Address{ 950 &E. ICO City: iMlif fllI SLzreS Job Address (Of where work is being done): City: Miami Shores Contractor's Corn Address: City: Qualifier's Name : Od 1C- State : ri• Phone #: •a" ./ leg Zip Code: 35%3? State: Florida Zip Code: any Name: ?Da C?lof) Nu D le' ve. State: f(. A-I? et-E- Pe.Iti Phone #: 565" ,, .5aa/ Zip Code: 33t Lic. Number: e &e 06 at Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: I hereby certify that the work has been abandoned and/or the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signet owner gent teO141-4 The foregoing instrumen was aknowledged before me this day oLit)1 I ,2C1,2,by I�Ci Who is personally known to mg or who has produced as indentification. vry4i C . RIVERA w_ Nay Piddle - State of Roads My Comm. Expires Mar 18, 2016 Commission • EE 154640 (4 a Banded Through Milhaud Nay Assn. — _e�� tti >f Signature AMUR N(ContractororArchitect i3 PC The foregoing instrument was aknowledged�before me this day of , 20y T�L� Ue who is personally known to me or who has produced as indentification. Notary Sign: Seal: I,:� ►/ / j s , .•. . "� 'A Notary Public - State of Florida • My Comm. Expires Mar 16. 2016 '•,� -�:sr Commission Ar EE 154640 ''rn`Aq?• Bald Through National Nagy Assn. IMLUIG 1/ CONSTRUCTION SERVICES, INC STATE CERTIFIED GENERAL & ENGINEERING CONTRACTORS 12555 Biscayne Blvd #888 North Miami, FL 33181 305 - 940 - 6957 / 305- 675 -3983 Date: July 19, 2012 Re: RC10 -1909 950 NE 100th St Miami Shores, FL To: Kenneth Kotalik I hereby understand that our services are no longer required at 950 NE 100th St. Any work performed after this date will be done without the inv vement of Imburgia Construction Services, Inc. Imburgia Construction Services, Inc. 12555 Biscayne Blvd #888 North Miami, Florida Ph. 305- 940 -6957 Fx. 305 -675 -3983 ncerely, Louis Imburgia KENNY A. KOTALIK 950 NE 100th STREET MIAMI SHORES, FL 33183 (C) : 305 -345 -1185 (F) : 305-688-1705 To: Imburgia Construction Services 12555 Biscayne Blvd. #888 North Miami, FI 33181 Notification of Cease- and - Desist I, Kenny Kotalik, must expeditiously notify Imburgia Construction Services that I will no longer be accepting any services, for which you provide, at 950 NE 100th Street Miami Shores, FL 33138. From this 15th day in May in 2012, I am terminating my agreement with (ICS). This will relinquish my responsibility as the compensator in any future labor or service, and or materials provided by (ICS) for location 950 NE 100th Street Miami Shores, FI 33138. No affiliated member of (ICS) will be granted access to the 100th Street location. At this time we are continuing work with another contracting service. Sincerely, 4 Kenny A. K taiik Homeowner 07/24/2012 11:09 3058887664 PAGE 01/01 !' • CERTIFICATE OF LIABILITY INSURANCE • • W DATE (MM1DtYY) os /11/2°1% 13'58 PM lNSl THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND; EXTEND THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE ACONTRACT OR PRODUCER, AND THE CERTIFICATE HOLDER. CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE must be endorsed. If SUBROGATION 1S WAIVED, an endorsement. a statement on this certificate • IMPORTANT= If the cerflcate holder Is an ADDMONAL INSURED, the a palicy{ies) subject to thalami's and conditions of the pelicy, certain policies may require does not confer rights to the certificate holder In Ilou of such'ondorsement(e). PRODUCER Xighpoint Risk Services LLC S501 MT Freeway, Suite 1200 Trail's, 17L 75240 • cansarfl "' LIMIT$ mon tao. iw,eea. (800) 728 -0523 , • • Irrot Wa. MP (072)404.0380 A sala.eaaacaa, GENERAL B45URERSARPC7R61P$GcthERA E 1*rWmeeY NALCO i 12757 09/01/2011. WSURERA:CCmyat+ton and C..u.lty Zr 11.1Jm® comeay• MISURSI ' A$ S 1 /c /f : LT3C �WAT CORP 8346 NW S. RIVER. DREW $h7 MEDLEY, E1. 22166• • none {305) 8$8 -$223 Hare (3051 888 -7664 mn w niv n_e ce -� SUR R B: ampemlom Rpace, an$ CamalY smayaO C 12157 • _ INSURER 0: irAi0A0E4oRENTEu PREMISES (Ea u ) $ 100000 FlYSURFRD: WED El(P (kW OmPoson) $ 5000 INSURER E: • • $ 1000000 INSURER F. CERTIFICATIk NUMBER• T111S IS TD CERTIKY THAT THE FOXES OF 'NCTWm$STANDING ANY REQUIREMENT; TE PgRTAIN,THE INSURANCE AFFORDED BYTHE mi,.. vIVR n IIU Iii INSURANCE UBTED BELOW HAVE BEEN ISSUED TO TFIE INSLJ D NAME ABOVE FCRTHE POLICY PERIOD INDICATED. RMORCONDITIONOFANYCONTRACTOROTHERDOCUMENTW) fl. IRESPECTj' QWHICHTHISCERT1FlCATEMAYBEISSUEDORMAY POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN lNSl TYPE FINSURANCE ADO. JNER WEIR MO PDUI Y NUMEER DATiatDY1 D F DAp Ml DN YI LIMIT$ A GENERAlL1ABILnY GENERAL LIABILTY D i 09/01/2011. 09/01/2012 EAC.HOOOUI W'1OE $ 2000000 laFLG4081Bi7 MIN COMMERCIAL 0,.AIMSaaADE irAi0A0E4oRENTEu PREMISES (Ea u ) $ 100000 © OCCUR WED El(P (kW OmPoson) $ 5000 PERSONAL &A VINJURY• $ 1000000 GENERAL AGGREGATE $ 2000000 N7.AGGflEGATEUMR APPLIES © POLICY ■ PRO. PER PRODUCTS- COA$PIOPAEIO $ 2000000 LOC $ . AUTGMOBILE • ■ NI m ■ LIABILITY ANYAaJ110 AI.I, OWNED AUTOS SGNEOULEOAUTOS HIRED AUTOS NON.DWNED Au-1 DS u • ' • COMBINED SINGLE LIMIT (E .e calmlrt) $ BDDLLYINJURY(Pm' pasan) $ BODILY INURY (Per = ket) $ PROPERTY DAMAGE (Per arcJtlard) $ $ . UMRN$U A UAa EXCESS CAB I p A0E r OCCUR, 0 0 EACH OCCURRENCE „ $ $ I DEDUCES LE . • RETENTION $ • .. -._ =- • = AGGREGATE $ • $ $ 1# ,,MP 77CNQAND EMPLOYERS, $MPLOYP�gS' L1AatLrrY YAV ANY PROPERIETORIEXECUTNE © oP Ewm E�COLUD°71 yes, dr carlbcun�� SPECIAL 'PROVISION below NIA d DPE26272740260 04/01/2012 , yyyyp� gg T�qq�TL}� X V' I T'ORYUN+FIT° I EL. EACHAGCmEiY1- $ 1000000 04/01/2013 • EI..D1SEASE -• it EMPLOYES $ 10,00000 • EL..OFEASE- POLICYLIMR $ • 1000000 • ,':' ITIFDDN ofOPANATIONB/ ❑ • • I LOAATIONSNE? TIC/ E S(AttadiedACORa101.AddlNalnlRaU II BanedumEmooalma) Is T+ar$+lred. Effad11fificoo. i6 0Ortif Csa�ts g in eefffeeDC ro•Eid_ed i e Len •s CPDunrttis in pod standin wit AMS, eria of i trIe x rg 8 of- T to t.0 t kEs itie8 �f p' q s e d ores ornpenet% 10:1 &a ed tD C R B �CCive erl0 /2 la- 2 empgiyees leas tram Arts. 11 1 t as a co- •yes uru1e t e pD icy • for CERTIFICATEwo neo - - - - - - - - - -- -- -- ,. ...-..,...... ...vl. 1M7CaSrII SHORES VII$,AGS 10050 N.B. 2nd AVE. NIA= 8E 8 . EL 33138 • • - SHOULD ANY OF THE ABOVE DESCRIBED P0L I0IESS BE CANCELLED BEFORE ThE EXNNATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE Till THE POUCY PROVISIONS. AUTNCNan aseayseeneive ,:. ACORD25(2o1Wu5) • Ialaa -�TIuI ulWc;VI -<J Ut ATIVN.Alirightreserved. ak C,e'WW(7 727oKJ ) 5053387.. %7 23 281 lass ••••••• 40. ••••• THIS IS NOT A BILL 49474k:3 sussiles tame 'WORMS SDC CONSTRUCTION CORP 8346 NW $ RIVER DR 35166 NODLEV OVRem 1DC CONSTRUCTION CORP Om Typed nein SUILDING CONTRACTOR 3 DO NOT PAY RENEWAL sECEOT 916353-5 STATER C8C462024 FIRWKLASS U POSTAGE 1 PAID MIAIFL PENT SO1 • , SEE4OTHER' SIDS --- • - • ;11 09/12/2011 60050004045 000049.44 WOMEER/S 1 OD NOT FORWASO RDC CONSTRUCTION CORP ALBERT OE LA VEGA VICE PRES PO SOX 664476 MANI SPRINGS FL 53266 flint flaili1111111111111trilallalialnillitall Ikc;UR'GIA CONSTRUCTION SERVICES, INC STATE CERTIFIED GENERAL & ENGINEERING CONTRACTORS 12555 Biscayne Blvd #888 North Miami, FL 33181 305- 940 -6957 / 305 -675 -3983 Date: May 2, 2012 To: Norman Bruhn, CBO Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: RC10 -1909 950 NE 100th Street Miami Shores, FI 33138 Please be notified of the following: RECEIVED MAY 0 2 2012 B Y: 1. Under direction of the general contractor, Imburgia Construction Services, Inc. (CGC 011061), there will be NO inspections requested, approved, or finalized under any circumstance unless directed by Louis Imburgia. 2. Under direction of the general contractor, Imburgia Construction Services, Inc. (CGC 011061), homeowner cannot occupy building without Temporary Certificate of Occupancy and while building is under temporary power. Louis Imburgia President of ICS, Inc. Imburgia Construction Services, Inc. 12555 Biscayne Blvd #888 North Miami, Florida Ph. 305- 940 -6957 Fx. 305 -675 -3983 Imburgia Construction Services, Inc. 12555 Biscayne Blvd #888 North Miami, FL 33181 � laps IMBURGIA ° '- �ECEIVE CONSTRUCTION SERVICES, INC Le 1 7 STATE CERTIFIED GENERAL & ENGINEERING CONTRACTORS 12555 Biscayne Blvd #888 North Miami, FL 33181 305- 940 -6957 / 305- 675 -3983 Date: May 2, 2012 To: Norman Bruhn, CBO Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: RC10 -1909 950 NE 100th Street Miami Shores, FI 33138 Please be notified of the following: 1. Under direction of the general contractor, Imburgia Construction Services, Inc. (CGC 011061), there will be NO inspections requested, approved, or finalized under any circumstance unless directed by Louis Imburgia. 2. Under direction of the general contractor, Imburgia Construction Services, Inc. (CGC 011061), homeowner cannot occupy building without Temporary Certificate of Occupancy and while building is under temporary Sincerely, Louis Imburgia President of ICS, Inc. Imburgia Construction. Services, Inc. 12555 Biscayne Blvd #888 North Miami, Florida Ph. 305- 940 -6957 Fx. 305 -675 -3983 INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 POST ON SITE INSPECTION REQUESTS: (305)762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132060340200 Owner's Name: KENNY KOTALIK Job Address: 950 NE 100 Street Miami Shores. FL 33138 - Bond Number: Owner's Phone: Total Square Feet: 800 Total Job Valuation: $ 20,000.00 Contractorts) BDC CONSTRUCTION CORP Phone Primary Contractor (305)888 -5221 Yes WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation _ Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing DATE INSP Insulation ` Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool _ Final Fence Screen Enclosure PLUMBING COMMENTS Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof INSPECTION Shutters Attachment INSP Underground Pipe Final Shutters Rails and Guardrails Rough ADA corn • liance FINAL DOCUMENTS Soil Bearing Cert Ventilation Rough Soil Treatment Cert Hood Rough Floor Elevation Survey Pressure Test Reinf Unit Mas Cert Final Hood Insulation Certificate Final Ventilation Spot Survey Final Pool Heater Final Survey Final Vacuum Truss Certification FINAL STRUCTURAL COMMENTS MECHANICAL COMMENTS ZONING INSPECTION DATE INSP Zoning Final _ ZONING COMMENTS Water Service 2"d Rough Top Out Fire Sprinklers Septic Tank Sewer Hook -up Roof Drains ELECTRICAL INSPECTION DATE INSP Temporary Pole ` 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab _ Wall Rough Ceiling Rough PLUMBING COMMENTS Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough INSPECTION Cable Final INSP Underground Pipe Intercom Rough Intercom Final Rough Alarm Rough Alarm Final Ventilation Rough Fire Alarm Rough Hood Rough Fire Alarm Final Pressure Test Service Work With FINAL ELECTRICAL COMMENTS Final Hood Final Ventilation Final Pool Heater PLUMBING INSPECTION DATE INSP Rough Water Service 2"d Rough Top Out Fire Sprinklers Septic Tank Sewer Hook -up Roof Drains Gas LP Tank Well °' ` Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains _ HRS Final FINAL PLUMBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL MECHANICAL COMMENTS /11,62.011/4-1- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 i x.ay;;;88b & +flfli88apO9 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING (I tyi —141 - M Permit No. C/\ 0 -r0)1 cornea__ Arc) .aa- PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): .en r`I V Y-04-0 11Y. Phone#:3os 751 z 4 4 �' Address: q 5 0 NE (00 -t - City: f',la ry ( State: F1 Zip: 3'61'38. Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 5 ® N E 100 City: Miami Shores County: Miami Dade zip: 3313$ Folio/Parcel #: Is the Building Historically Designated: Yes NO ' Flood Zone: CONTRACTOR: Company Name: k r'Y\'2U iG (0 Cons + U c l 0' . Phone#: 3°5 ci7d 94 (q• Address: k 2 555 13 I S e al ne `J )3) V d 4+ ' City: N O r4-h M lo. rn ( State: P ( Zip: 33 Qualifier Name: W bO r State Certificatio Contact P Phone #: C 0 c2 0 1. Certificate of Competency #: Email Address: gineer: Phone#: for this Permit: $ Square/Linear Footage of Work: ork: °Addition _ °Alteration _ „mac cription of Work: Perm r+ 4 (0 -- q o / . t t . . I o 4 -/ode ., °New °Repair/Replace r M c r ?ern-) l�' °Demolition ®#1l ***************************************Fee k** ** *way ****** *Fee igl Eg****>N*>k>k***>ux *** *** *>k>n**** Submittal Fee $ Permit Fee $ K - CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Y'° s Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is d. In the > sense o such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoin.,'nstrument was acknowledged before me this ZO-- day of ,� , 20 j, by who is personally known to me or who has produced As identi ation and who did take an oath. N ARY PUBLIC: My CifigErt EeNMISSIO1N # DD753565 EXPIRES March 16 2012 (907) iii 9a , r. APPROVED BY Signature C +. tractor The foregoing instrument was acknowledged before me thi day of c , 20 4_, by who is personally known to me or who has produced as identification and who did take RI oath. NO Y PUBLIC: Z Si Print: My Co .'$'01T11 (407) 398 -0153 Florid9NoterY3ervFCe.com ?ter., i. ..... _..w.. _. girl t' COMMISSION # DD753565 e EXPIRES March 16, 2012 Zoning A4-14...., /2'1Jf f Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Buildin Department g p 2011 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:'(305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BY: BUILDING Permit No. RC (4t°1 PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Master Permit No. OWNER: Name (Fee Simple Titleholder): Kiel rr441 V 1404 11k- Phone #: Address: CA S' 6C P l CO S k �"? Q City: ' fl vvii �5i,oc 3 State: P" - 1_ Zip: sl (30 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: G{ G ■ 166 54- City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: r ? e\ bvT J IA or 54'1'f/C b a r Phone #: Address: 1z_ 55 13.)s oom e. to( vii '- g %Si City: IAA 4.44, OA 1.9-..;% state: Fe— Zip: 3 73 t g 1 Qualifier Name: 0 U CS t yy\ ), V rt 1 A. Phone #: State Certification or Registration #: qC 6 C. Olt / 0 V. ,Certificate of Comp/et ncy #: Contact Phone #: '3/ a10 °' 141 di Email Address: 0- Vt iliS;e1'1� ,A es, —Vol ic0r6 02 etiPt ShWeiftIVI .Co y DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 0 j 000 Square/Linear Footage of Work: ' 0 0 Type of Work: DAddition ❑Alteration UNew ORepair/Replace OD'emolition Desc 'ption of Work: ate' C a ri ("cc-5 P 6 v1 / r► . rir r — - cs OG2 I ew 04-0.5.e. , **** ***** ** * * ** * * * * * * * ******+x:x****x *** Fees***** *******+ xa: **m***************:x***** **** * Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mogage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu A : In absence of uch posted notice, the inspection will not be approved and a reins j tion ee will be charged. fir' ` ii- ` l Signatu t • ■ Altilit, � L� ,S' f Contractor Signature Owner or Agent The fo of instrumen was a owledged be day o ,� , 201 , by 36111 V ho is �' ersonall kno NOT Ivry 5) 1 - , 204 , by e foregoing instrument was acknowled t e or who has produced tkel tification and who did take an oath. . » 4• i i • %3 '1J Sign: i l , ,•�`�r x'94.4` ��,.. Signs Print: ��`�G�� °� `'° Print: My Commission Expires: �ps5'�,., „,G° 1.46. My Commissi trr e. ****** *, k********* ***************** 4' k****** B******** *+ k ,k,R,k,k,k,k,k,k,k**********3' **** * * * ****** ** # * # # # ****** *M ****** 1 o is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: MIN E t1 '1- i •c1'l.Zd,A1'� .117.' MY COMMISSION #E E089935 IMPIRES May Der 10i5 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work an¢ 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 S2500, 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 attachmen ° Also, a . 1 4 cop _ the recorded noti _ of commencement must be posted at the job site for the fi inspection ich occurs s zz (7 : � . `ter 'ldit) er "t ed In the absence of such posted notice, the inspectio n, be , -, and a ref aec ` e, ` A dia Lit v v Owner or Ag-"T" ntractor Vi The foregoi g instrument was acknowledged before me this The fore of g instrument was acknowledged before me this day of Or`I;/% ,20I�,by h� ��!�� day of 1411�� ,20 /0,byloms UIrC�/CL , who is personally known to me or who has produced As identification and who did take an oath. Si Print: en .ktikif• My Co Y PUBLIC: CARMEN.s °RAC xpil sCi"1MISSION #,' 00753565 EXP ES March 16, 2.012 (407) 398 -0153 FloridallotarySarvice -com * * * * *** * * ** *** * ** * * * * * ** *xxxxxxxxx xxxxxx xxxxxxx *x * * * * ** * * *** *xxxxxxxxx* who is ersonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign Print: My Com APPROVED BY xxxxxxxxx *xxxx * * * * * ** * * ** Plans Examiner L Zoning /! 4 10_c I tl Structural Review Clerk (Revised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) 1lv Miami Shores Village 111 -c-P-4371 '4 Buildin De artment g P SIo\ t‘ {' ""I 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 , ►I INSPECTION'S PHONE NUMBER: (305) 762.4949 ( 2° BUILDING �ec� w -e Permit No. O�iO PERMIT APPLICATION FBC 20 Permit Type: BUILDING 7 / OWNER: Name (Fee Simple Titleholder): / In n hone #: 6 S i "I 3 V6 I 2. Address: CI V6 U 5 Vt/ ._-. V City: WO l J al Y✓1) State: g L. Zip: 3.3 Vag Tenant/Lessee Name: Phone #: Email: B OCT 2, d 2010 Master Permit No. JOB ADDRESS: q So (J 5 t City: Miami Shores County: Miami Dade Zip: g3 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: ✓\ 5er1A ]cej CONTRACTOR: Company Name: Y y b L0 r 1 C t Conch" o Phone #: 12-555 gLse.,rt.� fvA. r S?8 City: Nero k inn ? �rw, Y State: FL-- Zip: ? 3 \. .B' 1 Qualifier Name: 1'-- ®L., i ell 6v r5 j Phone #: State Certification o Registration #: G C 6 N 6, is X Certificate of Competency #: Contact Phone #: . ®S) 41 76 —1401 Email Address: r 7S d—d' n c, 1 m b G, J i c S DESIGNER: Architect/Engineer: Phone #: Address: Value of Work for this Permit: $ d 06 Square/Linear Footage of Work: Oc5 Type of Work: Address ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: ra-1 Q C c- ry ' S i 11 d--c' ( ere_ m of P i d,' WLu) IctOtcle._ COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: '� x*x*x** ** * ********** ****************** ****Fees *'F *xaYaY** xxx xxxxx xxxxx xxxxxxrx xrxxxx Submittal Fee $(/ ( J "CO Permit Fee $ (p�� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ (t2. °s 'E' G 0 6i:i -1I6f1, TOTAL FEE NOW DUE $ xxx *x DBPR $ Bond $ ,C dw� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Permit No. Master Permit No. OWNER: Name (Fee Simple Titleholder): Phone #: Address: City: State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: °Address ❑Alteration UNew °Repair/Replace ❑Demolition Description of Work: COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature f, Owner or Agent -. Contractor The fo of g instrument was acknowledged bef r m th' m instru ent was acknowledged before me this will, g ? g daY o 20 �� by r F-'� day of `'; ; . _, , 20 by ho i ersonnally�knnown to me or who has produced j / who is personally known to me or who has produced t s identification and who did take an oath. as identification and who did take an oath. NOT '( PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: 4k."). (9\ Sign: Print: �y61q,, „..,.,, csp •,‘ c�o My Commission Expires: 140 �e §t� *** * * * * * * * * * * * * * *****tYtk** 3r*9e******* 4*** tY9t9t**t*tY*9eYraY*4 *****&**** ****** *# 9e****YtYtYt*7Y***9e**** * *****it***tY*tF***** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07/1 0/07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 10 " tq Oci TAX FOLIO NO. 11- 3206- 034 -0200 STATE OF FLORIDA: COUNTY OF MIAMI -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. 111111111111111111111111111111111111111111111 CFN 2011804 -52077 OR Ek 27751 Ps 0619; (1PS) RECORDED 07/11/2011 11:49:26 HARVEY RUVIH► CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: C154 NS 1 CO St - i' jAti . h re3 2_ 331'3 2. Description of improvement: )t� 1Vty- q50 `Us ion C 3. Owner(s) name and address: .2n IN y Interest in property: Name and address of fee simple titleholder:. 4. Contractor's name, address and phone 2_ 't? s !, mbpr: Drrt v (-on $' NC Oil. tOlMI 5. Surety: (Paymed bond req red by owner from contractor, if any) Name, address and phone number: 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(1j(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1Xb), Florida Statutes. Name, address and phone number: 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) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB. SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECOR` OUR NOT CE CO MEN ENT �� Signature(s)off er(s) or Owner( ' Officer/Director/Partner/Manager � Prepared By a Prepared. By • Print Name T:7`Pi� Qrt� r �'' .Print Name .title/Office ArivAtn. me/Office STATE OF FLORIDA • COUNTY.OF MIAMI -DADE • B for ng try trum i was acknowledged before me this ❑ Individually, or CM as fl Personally known; or produced the following type of ide Signature of Notaty Public: Print Name: -VERIFICATION PURSUANT TO SECTION 92:525. FLORIDA. STATUTES Under penalties of perjury, I declare that I have read the foregoing and . that the facts stated in R are true, to the best of *knowledge and belief. s)'s Authorized R ..car/ Director /Partner/Manager who signed. above 11 day of it Signature(s) of Owner(s) or By 12391,52 PAGES CAR CARPEZN A. RIVERA �(ifiRItSION # DD753565 ?IRES March 16, 2012. Floods ryser+4 .com BY STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERT7FY that this is a true Dopy of the in day of 11 A.D.20 WITNESS my hand and OPncia' Seal. ryil+ �1= 9 S Ps • ) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NQ �� l 64...) CERTIFICATE OF OCCUPANCY /COMPLETION 17L-L- `o't�i'` CHECK LIST LTr�s 3)5— Tko ()Q 15 Building permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. Certificate of Soil Treatment (Final treatment - original)\ CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). ote: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 Permit Number: RC -10 -10 -1909 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 152707 Inspection Date: December 19, 2012 Inspector: Bruhn, Norman Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BDC CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: (305)888 -5221 Building Department Comments GARAGE CONVERSION,INTERIOR REMODEL AND ADDITION OF A NEW GARAGE Passed s Inspector Comments X.-2,6 AiE Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 19, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 U.S. ,A=PARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION ,„„n4 .ranpo eompany:use: Al. Building Owner's Name KENNY KOTALIK Policy Numbei A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 950 N.E. 100TH STREET ompany NAIC`Numbe . City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 5, 6 & 7, BLK. 170, P.B. 14, PG. 33, M- D.C.R. (FOLIO #11- 3206- 034 -0200) A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25 °52'02.3" Long. 80 °10'42.4" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 14 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes ® No RESIDENTIAL, Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 450± sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12086C0306 B5. Suffix L B6. FIRM Index Date 09/11/09 B7. FIRM Panel Effective /Revised Date REV. 09/11/09 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ® Other (Describe) N/A BI2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized SEE COMMENTS Vertical Datum NGVD 1929 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.95 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N /A. ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N /A. ® feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 10.29 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 10.65 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.9 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 11.0 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including MA. ® feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name JASON H. PINNELL License Number 5734 Title PROF 1 • L RVEYOR & MAPPER Addres 4855 Company Name PINNELL SURVEY, INC. 0 BLVD., B -,,/i City COCONUT CRE .K State FL ZIP Code 33073 Sign -ture Dated .., Telephone (954)418 -4940 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 950 N.E. 100TH STREET City MAIM SHORES State FL ZIP Code 33138 For Insurance Compan Use Policy Number 'Company NAIL Number '` SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certiy orr. ) community official, (2) insurance agent/company, and (3) building owner. Comments 1. RE - = -NCE BENCH,IUTARK: MIAMI -DADE COUNTY ENGINEERING B.M. "B- 400 ", ELEVATION = 8.27' Signature 2. O A/C UNIT AD CENT TO RESIDENCE. F ROAD ELEVATION = 8.67' Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name PINNELL SURVEY, INC. /JASON H. PINNELL, P.S.M. #5734 Address 4855 WEST HILLSBORO BLVD., B -1 City COCONUT CREEK State FL ZIP Code 33073 Signature Date Telephone (954)418 -4940 Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: 010. Community's design flood elevation Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 950 N.E. 100TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. REAR VIEW Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 950 N.E. 100TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." RIGHT SIDE VIEW LEFT SIDE VIEW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 152707 Permit Number: RC -10 -10 -1909 Inspection Date: December 19, 2012 Inspector: Bruhn, Norman Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BDC CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: (305)888 -5221 Building Department Comments GARAGE CONVERSION,INTERIOR REMODEL AND ADDITION OF A NEW GARAGE Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 19, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency. Management Agency National Flr od Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name KENNY KOTALIK Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 950 N.E. 100TH STREET Company NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 5, 6 & 7, BLK. 170, P.B. 14, PG. 33, M- D.C.R. (FOLIO #11- 3206 - 034 -0200) A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude /Longitude: Lat. 25 °52'02.3" Long. 80 °10'42.4" A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): Horizontal Datum: ❑ NAD 1927 ® NAD 1983 a) b) c) d) Square footage of crawlspace or enclosure(s) 0 sq ft No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 Total net area of flood openings in A8.b 0 sq in Engineered flood openings? ❑ Yes ® No A9. For a) b) c) d) a building with an attached garage: Square footage of attached garage 450± sq ft No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 Total net area of flood openings in A9.b 0 sq in Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES - 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map /Panel Number 12086C0306 B5. Suffix L B6. FIRM Index Date 09/11/09 B7. FIRM Panel Effective /Revised Date REV. 09/11/09 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ® Other (Describe) N/A B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes EA No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR/AE, AR/A1-A30, AR /AH, AR/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized SEE COMMENTS Vertical Datum NGVD 1929 Conversion /Comments N/A Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.95 ® feet b) Top of the next higher floor N /A. ® feet c) Bottom of the lowest horizontal structural member (V Zones only) N /A. ® feet d) Attached garage (top of slab) 10.29 ® feet e) Lowest elevation of machinery or equipment servicing the building 10.65 ® feet (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.9 ® feet g) Highest adjacent (finished) grade next to building (HAG) 11.0 ® feet h) Lowest adjacent grade at lowest elevation of deck or stairs, including N /A. ® feet structural support ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ['meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name JASON H. PINNELL License Number 5734 Title PROFESS! ALS4RVEYOR & MAPPER / , ,F Address/ 4855 fV � 41'LLSBd' O BLVD., B- /° City COCONUT CREEK s j- Company Name PINNELL SURVEY, INC. State FL ZIP Code 33073 Signature Date Telephone (954)418 -4940 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No) or P.O. Route and Box No. 950 N.E. 100TH STREET For Insurance Company Use: Policy Number City MAIM SHORES State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate..for (1) community official, (2) insurance agent /company, and (3) building owner. Comments 1. REFS NCE BENCHMARK: MIAMI -DADE COUNTY ENGINEERING B.M. "B- 400 ", ELEVATION = 8.27' 2. LINE C (e) REFE.S TO A/C UNIT AD CENT TO RESIDENCE. / 3 :`AVE GE/ r "OWt`i\OF ROAD ELEVI ION = 8.67' Signature ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name PINNELL SURVEY, INC. /JASON H. PINNELL, P.S.M. #5734 Address 4855 WEST HILLSBORO BLVD., B -1 City COCONUT CREEK State FL ZIP Code 33073 Signature Date Telephone (954)418 -4940 Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: El feet ❑ meters (PR) Datum G10. Community's design flood elevation . ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 950 N.E. 100TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. FRONT VIEW REAR VIEW Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 950 N.E. 100TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View," RIGHT SIDE VIEW LEFT SIDE VIEW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 152708 Permit Number: RC -10 -10 -1909 Inspection Date: January 01, 2999 Inspector: Inspector, Default Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BDC CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: (305)888 -5221 Building Department Comments GARAGE CONVERSION,INTERIOR REMODEL AND ADDITION OF A NEW GARAGE Passed 1 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 24, 2013 Page 1 of 1 111N/411■?■>"■Ni • Certificate of Compliance for Termite Protection As required by Florida Building Code (FBC) 1816.7) Krypton Pest Control Co. 2215 West 78th. St., Hialeah, FL 33016 Dade: (305) 828 -2999 / Broward: (954) 779 -1535 950 NE 100 STREET,MIAMI SHORES, FL. 33138 L -565 B -170 Address of treatment or Lot/Blk# of treatment SOIL BARRIER Method of termite treatment - soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. dSignature Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 152710 Permit Number: RC -10 -10 -1909 Inspection Date: December 19, 2012 Inspector: Bruhn, Norman Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BDC CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: (305)888 -5221 Building Department Comments GARAGE CONVERSION,INTERIOR REMODEL AND ADDITION OF A NEW GARAGE Passed , _ )e, Inspector Comments te3 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 19, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 LETTER OF COMPLIANCE Aprill9, 2012 Miami Shores Village Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida 33138 Attn: Building Official Re: Special Inspection Project: Residence 950 NE 100th Street Miami Shores, Florida Dear Sir, Edward k LA NDERS, P.E. CONSULTING ENGINEERS Permit No.RC10101909 Contractor: Imburgia Construction Co. I, Edward A. Landers, P.E. having performed and approved the required inspections, as indicated in the attached approved inspection log, hereby attest that to the best of my knowledge, belief and professional judgement, the structural envelope components of the above referenced structure is in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as -build condition of the structural and envelope component of said structure. This document is being prepared in accordance with Florida Building Code 2007 Edition and is being submitted to the Village of Miami Shores Building Code Compliance Department at the time of the fmal inspection for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 -3938 * FAX: (305)823 -9355 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183249 Permit Number: RC -10 -10 -1909 Inspection Date: December 19, 2012 Inspector: Hernandez, Rafael Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BDC CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: (305)888 -5221 Building Department Comments GARAGE CONVERSION,INTERIOR REMODEL AND ADDITION OF A NEW GARAGE Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 19, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 DIVISION OF Environmental Health Florida Department of Health Miami -Dade County Health Department OSTDS /Well Division 11805 SW --S • Miami, FL 33175 Inspector ale- Date Address 9's-6 f —/ E. )00-i..7‹ Comments: Signature �"1� STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND D(SPO Y 2 CONSTRUCTION INSPECTION AND FIwd L APPROVA APPLICANT* PERMIT N(_ DATE PAID: FEE PAID: RECEIPT #: AGENT. .PROPERTY ADDRESS: 95- 0 Alf. /00 LOTW BLOCK•JY SUBDIVISION PROPERTY ID # /i .2 C3,6— 3 V-0200 CHECKED` [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION 1 a [01] . TANK SIZE [1/ [2] ] [02] TANK MATERIAL,: ] [03] OUTLET DEVICE [04 MULTI - CHAMBERED O/ N ] [05] OUTLET FILTER f- ] [06] LEGEND ] ERTIGHT ] 08] LEVEL 09] DEPTH TO LID SETBACKS [ ] [27] SURFACE WATER [' ] [28]. DITCHES FT [ ] [29] PRIVATE WELLS FT I [30] PUBLIC WELLS FT [ ] [31] IRRIGATION WELLS FT ] [32] POTABLE WATER LINES 5- FT ] [33] BUILDING FOUNDATION FT ] [34] PROPERTY LINES FT ] [35] OTHER FT DRAINFIELD INSTALLATION [10] AREA [1af - ' a [21 A,5- [11] DISTRIBUTION BOX HEAD [12] NUMBER OF DRAINLINES DRAINLINE SEPARATION ae D AINL1 DEPTH OF COVERL ELEVATION [ABOVE/BELOW] BM SYSTEM LOCAJIT 6N DOSING PUMPS AGGREGATE SIZEW' VV. O. - AGGREGATE EXCESSIVE FINES AGGREGATE DEPTH FILL /,EXCAVATION MATERIAL ] ,522( FILL AMOUNT } ' ] [23] FILL TEXTURE 1 ' [24] EXCAVATION DEPTH ] [25] AREA REPLACED ] [261 REPLACEMENT MATERIAL FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [ j [40] UNOBSTRUCTED AREA [ ,.�} [41] STORMWATER RUNOFF _ [ ] [42] ALARMS [ ] [43] -- ; MAINTENANCE AGREEMENT '[44] BUILDING AREA [ 401 [45] " ,LOCAT,ION CONFORMS WITH SITE PLAN [4✓] [46] FINAL SITE GRADII I A [ J [471 CONTRACTOR [48] OTHER EXPLANATION OF VIOLATIONS / REMARKS: [ } r ABANDONMENT [49] TANK PUMPED` [50] ; TANK CRUSHED & FILLED / GONSTRUC -IL1( Iy jAPPROVE /DISAPPROVED] DH 40t6 (Page 2),10/97 (Previous Editions May Be Used) Stock Nuinger. 5744-0024018 -4 Page 2of3 PT 1: Applicant _ PT 2: - installer/Contractor - - PT 3: Building Department Pr 4: Health pepartment PERMIT NUM B: .: ; ; ` 'Permit tracking number assigned by CHD: PP ALICANT r - + ' , ` owner's fill( : name. : . : At ENT. ..:.... ::. :.:...,.:. titan f ►:!?Y' ....owners IY authorized � '��. - 'i ; % MAILING ADDRESS: ""' -.P:0' B x or street. mailing : _ r .., Address.for applib�nt or'agent:, ' 'If : „�`�, LOT, BLOCK, 'S BDIVISIO N - • '', •'j= ,; ...; ,.. U .... N Lot, Block ancJ: Supdniision: for :. or :,:_ i, :.ROPERTY-•IDIf 27 character - number for ,ro. pro ,r:' -- P .. Pe . pent o G OUNTY '°:HEALTH�DEPARTMENTCHECKS pq- nEMSNOT.IN-COMPLIANCE WITH cQNSTR17CTIO PERWT AND `, STATUTE OR.RULE..INFORMATION IS COMPLETED •BY-CHD ON FOLLOWINGS-IT{EMS:� .., . ': �. •-' • i rI NK. SIZE :p(gallons) .: `TANK MATERIAL (concrete, fiberglass, etc) • O ,FI'' UTLET . LTEFt; marwiacturer�..m ke . odei. .: LEGEND (manufacturer lode): DRAAINFIELD:AREA rep;:feet''`, a; h p :13LSTLill3UTIQN:80X/ HEADER (chectt boX);F:s:t NUMBER OF DRAIN.LI.I S (number:,iostalled)•::t 1 iNG "PUMPS (numbef'instailed) SETBACKS (record actual setbacks in ft).. ICKS OTHER (as'regiiireit }''.h• "�F; . STABILIZATION (date stabilized) CONTRACTOR (contractor installing system).. AOD1TIONAL INFQPIYIAtiol (at required) _ •r:r:,.. ABANDONMENT TAN IFUMPPD `' TANK CRUM:tit/ AND FILLS (date) ;' ''AS :BUILT INSTALLATION' SKETCH , , ter` ,p; t� .. t .r��j7 tC 4-31 i " 4 1n:14•T:::1'T. ;u' ai '.'; G+. ! ' } t fc_•�ti.. .-..,' ; :. . -i:i c-,c.i 'r!? ' ll VA •J?4,.'. _: •- ;'` a,} ','�:h °;�; -;fix': c.4-. :- i,(�1-::a�':�tt - L '- t PLAND1'TION- OF:'VtOLATI-ONS:::- Record: item number, .ex ation of violatlo •durej: Q!f S7 AUCTIQN APPROVAL::: ,-: ct;�- Circle approved; or disapproved; CHD si haty a FINAL APPROVAL:: ; . '.; .': , -:: -Circle approved or disapproved.: CHD:- signature and date_x f appfoual. Final approval shall: not be granted until #f e•;CHD has: confirmed that budding construction ;arid, lo adf g! are In ;s .:carmipliance with. plaes and :epe4 at s sub,nitted with the permit ,application. 1' E1A•tON.WQRKSkEE ,. ELEVATION :CF?;.SE NCHMAR K OR:::FEfERENCE POI N'1'� -' � _ =', .., _ -' - ' : '; •;. , � , _EXISTING; GROUND,:. GROUND .: -:' :.:TOP OF AGCREOA'fF :. `.. Rt. .. _ ... ,.: H: �,' :.:,' :. • , LEVATI ©• 1-1 SHOT f`1:SH0T •: • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 152714 Permit Number: RC -10 -10 -1909 Scheduled Inspection Date: September 22, 2011 Inspector: Bruhn, Norman Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: 305/525 -5707 Building Department Comments GARAGE CONVERSION,INTERIOR REMODEL AND ADDITION OF A NEW GARAGE passel,' 7;01i1;1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 4 September 21, 2011 For Inspections please call: (305)762 -4949 Page 1 of 29 ds I ks3 (V (A,) K.3 4 L a cma c•e4...am CL:%%��J Notice of Preventative Treatments for Termites (As required by Florida Building Code (FBC) 104.2.6) Krypton Pest Control Co. 2215 West 78th. St., Hialeah, FL 33016 Dade: (305) 828 - 2999 /Broward :.(954) 779 -1535 950 Ns E. 100 S7 MIAPII SHORES FL Address of Treatment or Lot/Block of Treatment 9/21/11 Date CYPER 7C Product Used 0„ ,25% Percent Concentration Time 9 :00 4„11. cypeRne7WRIN Chemical used (active ingredient) RRPLL RODRIOJMZ Applicator 80 l' /LLONS Number of gallons applied 800 SF Area treated (square feet) Linear feet treated 1) 0lilt I.AI .:.S ,4R Stage o treatment(Horizontal, Vertical, Adjoining Slab, retreat of disturbed area) As per 104.2.6- If soil chemical barrier method for termite prevention is used, final exteriorb' treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment, initial and date this line ca:m Cl: %!&%4J Gr i'�., §,S)1 R3 (s) 4:„ (■K3 (s) �I () orN\3 V Ardaman & Associates, Inc. Geotechntoal, Environmental and Materials Consultants September 12, 2011 File No.: 11 -2690 Mr. Mike Llopis Imburgia Construction 12555 Biscayne Blvd Suite 888 North Miami, Fl. 33181 Re: Visual Inspection at Proposed Addition 950 NE 100 Street Miami Shores, FL. Dear Mr. Llopis: As requested, on September 9, 2011, Ardaman & Associates performed a visual inspection of the soil underlying the garage footing at bearing level at the above referenced project site. Based on our observation, the footings appear to be underlaid by a layer of natural limestone. Please note that no compaction test will be required on the natural limestone formation. If you have any questions regarding this report, please feel free to contact our office. Sincerely, Ardaman & Associates, Inc. Florida Certificate orization 00005950 Evelio Horta, Ph.D. P.E. FL. Reg. No. 46625 EH/mc 2608 W. 84 Street, Hialeah, Ftorida 33016 Phone (305) 825 -2683 FAX (305) 825 -2686 Louisiana: Alexandria, Baton Rouge, Monroe, New Orleans, Shreveport Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port St. Lucie, Sarasota, Tallahassee, Tampa, W. Palm Beach Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants September 12, 2011 Mr. Mike Llopis Imburgia Construction 12555 Biscayne Blvd Suite 888 North Miami, Fl. 33181 Re: Visual Inspection at Proposed Addition 950 NE 100 Street Miami Shores, F1.. Dear Mr. Llopis: File No.: 11 -2690 As requested, on September 9, 2011, Ardaman & Associates performed a visual inspection of the soil underlying the garage footing at bearing level at the above referenced project site. Based on our observation, the footings appear to be underlaid by a layer of natural limestone. Please note that no compaction test will be required on the natural limestone formation. If you have any questions regarding this report, please feel free to contact our office. Sincerely, Ardaman & Associates, Inc. Florida Certificate Authorization 00005950 Evelio Horta, PhD. P.E. FL. Reg. No. 46625 EH/mc 2608 W. 84 Street, Hialeah, Florida 33016 Phone (305) 825 -2683 FAX (305) 825 -2686 Louisiana: Alexandria, Baton Rouge, Monroe, New Orleans, Shreveport Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port St. Lucie, Sarasota, Tallahassee, Tampa, W. Palm Beach September 12, 2011 Village of Miami Shores Building and Zoning Department 10050 NE 2 "d Avenue Miami Shores, Florida Attn: Building Official Re: Soil Statement Project: Residence 950 NE 100th Street Miami, Florida Dear Sir; Permit # RC 101909 Edward A. LANDERS, RE. CONSULTING ENGINEERS We inspected the on -site soil conditions at the above referenced project and have determined that there are sand and limerock soil conditions which are similar to those upon which the design is based. The design is based on a soil bearing pressure of 1650 psf and the soil will support 2000 psf. Please call if we can provide any additional information. Ve truly our A. Lan e , 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 - 3938 * FAX: (305)823 -9355 September 12, 2011 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Soil Statement Project: Residence 950 NE 100th Street Miami, Florida Dear Sir; Permit # RC 101909 Edward LANDERS, RE. CONSULTING ENGINEERS We inspected the on -site soil conditions at the above referenced project and have determined that there are sand and limerock soil conditions which are similar to those upon which the design is based. The design is based on a soil bearing pressure of 1650 psf and the soil will support 2000 psf. Please call if we can provide any additional information. Very t our , / E and A. Laude , P.E. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 -3938 * FAX: (305)823 -9355 Permit Number: RC -10 -10 -1909 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 184655 Inspection Date: January 24, 2013 Inspector: Bruhn, Norman Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BDC CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition/Alteration Phone Number Parcel Number 1132060340200 Phone: (305)888 -5221 Building Department Comments GARAGE CONVERSION,INTERIOR REMODEL AND ADDITION OF A NEW GARAGE Infractlo Passed Comments INSPECTOR COMMENTS False Passed le:2 , /ix Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 January 24, 2013 Page 1 of 1 13 IC P.O. Box 660476 Construction Corp. Miami Springs, FL 33266 -0476 BUILDING PERMIT NUMBER PROJECT NAME ADDRESS: r'' INSULATION CERTIFICATE RC -10 -10 -1909. Kotalik Residence 950 NE 100 ST We the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the approved ENERGY CALCULATIONS , and PLANS, and in accordance with good construction practice. The insulation fumished and installed has the characteristics shown below (Only the applicable boxes are checked): • 1. Exterior CBS walls insulation: Thickness: El 2. Exterior Frame/Metal stud walls: Thickness: 3. Exterior solid concrete walls: Thickness: 4.1 Min (Min) (Min) (Min) (Min) (Min) Q 4. Interior walls A/C from non-NC spaces insulation: Thickness: (Min) Materials Foil Density: lb/ft Manufacturer Celotex Materials Density: lb /ft Manufacturer Materials Density: lb /ft Manufacturer R -19 (Min) Materials 6 1/4" Density: lb/ft Manufacturer Owens Corning • 5. MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY) walls separating different tenants are insulated as follows: FRAME/METAL STUDS walls R -11 (Min), CBS or CONCRETE walls R -3 (Min), both sides (as required by ENERGY CODE) See ENERGY CODE, January 1993, section 602.1 ABC.1.1 on page 6 -10, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculation, but shall be installed in field. El 6. Above deck type Roof Insulation: (Min) Materials Thickness: (Min) Density: lb/ft Manufacturer & 7. Ceiling insulation: R -30 (Min) Materials Thickness: (Min) Density: lb /ft Manufacturer Owens Corning 8. Others: Installed by: BDC Construction Corp. State License CGC 062024 Company Name Insulation Contractor Sig _ 41101° V. Insulation Contractor Certificate of Competency # State License CGC 062024 G.C./ Builder: BDC Construction Corp. Building Contractor Certificate of Competency # CGC 062024 Tel: (305) 888 -5221 417 ri Certifi On: January 14, 2013 License # CGC 062024 Fax: (305) 888 -7664 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183250 Permit Number: RC -10 -10 -1909 1 Inspection Date: December 19, 2012 Inspector: Dacquisto, David Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: BDC CONSTRUCTION CORP Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: (305)888 -5221 Building Department Comments GARAGE CONVERSION,INTERIOR REMODEL AND ADDITION OF A NEW GARAGE Infractio Passed Comments INSPECTOR COMMENTS False 1Z(//1 c`/ /J Passed Inspector Comments Failed, Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 19, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 PJNNELL SURVEY, INC. 4855 W. HILLSBORO BLVD, SUITE B-1 COCONUT CREEK, FLORIDA 33073 PHONE(954)418 -4940 FAX(954)418 -4941 EMAIL: order@sfIsud.net CERTIFICATE NO.: LB6857 DI 92 2 SURVEY ADDRESS: 950 N.E. 100TH STREET MIAMI SHORES, FLORIDA 33138 FLOOD ZONE & ELEVATIONS: FLOOD ZONE: AE/X- SHADED BASE FLOOD ELEVATION: 8' CONTROL PANEL NO.: 120652-0306-L DATE OF FIRM INDEX: 09 /11109 LOWEST FLOOR ELEVATION: 1L95' GARAGE FLOOR ELEVATION: 10.29' REFERENCE BENCHMARK: MIAMI DADE COUNTY ENGINEERING B.M. B-400, �ELEV. =8.27' 1 CERTIFY TO: 1. KENNY KOTALIK 2. 3. 4. POTENTIAL ENCROACHMENTS: 1.5 FOOT CHAIN LINK FENCE CROSSES OVERT E EASTERLY .AND WESTERLY PROPERTY LINES. 2.5 FOOT WOOD FENCE CROSSES OVER THE SOUTHERLY PROPERTY LINE. LEGAL DESCRIPTION: LOTS 5, 6 AND 7, BLOCK 170 OF "MIAMI SHORES SECTION 8", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, AT PAGE 33 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. ti LEGEND & ABBREVIATIONS: A =ARC A/C = AIR CONDITIONER A.E. = ANCHOR EASEMENT ASPH. = ASPHALT B.M. = BENCHMARK B.C.R. = BROWARD COUNTY RECORDS CBE. = CONCRETE BLOCK STRUCTURE CHATT. = CHATTAHOOCHEE CONC. =CONCRETE C.L.F. = CHAIN LINK FENCE C.L.P. = CONCRETE LIGHT POLE (C) = CALCULATED C.O. =CLEAN OUT C.R. = CABLE RISER (D) =DEED D.B. ==DEED BOOK M D.C.L=DADE COUNTY RECORDS D.E. = DRAINAGE EASEMENT ENCH. =ENCROACHING ESMT. = EASEMENT ELEV. = ELEVATION EM. = ELECTRIC METER. FND. =FOUND F.P. & L. = FLORIDA POWER & LIGHT LP. = IRON PIPE I.R. =IRON ROD L.B. =LICENSED BUSINESS L.P. =LIGHT POLE M.H. = MANHOLE (M) = MEASURED MAINT. = MAINTENANCE NO. =NUMBER N.G V.D = NATIONAL GEODETIC VERTICAL DATUM O.H. - OVERHANG O.R.B. = OFFICIAL RECORDS BOOK 0/S = OFFSET (P) =PLAT P.B.C.R. = PALM BEACH COUNTY RECORDS P.B. P.E. P.I. P.R.C. P.T. P.O.B. P.O.C. P.P. R RES. R/W T (1'YP.) U.E. W.F. W.M. A 2 =PLATBOOK =POOL EQUIPMENT =POINT OF INTERSECTION =POINT OF REVERSE CURVE =PROPANE TANK = POINT OF BEGINNING =POINT OF COMMENCEMENT = POWERPOLE = RADIUS =RESIDENCE = RIGHT -OF WAY = TANGENT = TYPICAL =UTILITY EASEMENT = WOOD FENCE = WATER METER =DELTA OR CENTRAL ANGLE = CENTERLINE = ELEVATION 'GENERAL NOTES: I. TYPE OF SURVEY: BOUNDARY 2. IF THIS SURVEY HAS BEEN REVISED AS INDICA.TED INTHE REVISION BOX SHOWN HEREON, TEEN ANY AND ALL PREVIOUS VERSIONS OF THIS SURVEY PREPARED BYPDINELL SURVEY, INC. ARE NULL & VOID. 3. THE PROPERTY SHOWN HEREON WAS NOT ABSTRACTED FOR OWNERSHIP, RIGHTS-OF-WAY, EASEMENTS OR. OTHER MATTERS OF RECORD BY PINNELL SURVEY, INC. THERE MAY BEADDTTIONAL RESTRICTIONS THAT ARENOT DEPICTED ONTHPS SURVEY THAT MAY BB FOUND IN THB PUBLIC RECORDS OFTBE COUNTY, FOR WHICH THE SUBJECT PROPERTY IS LOCATED IN. 4. UNLESS OTHERWISE NOTED, FIELD MEASUREMENTS ARE IN AGREEMPENTWITH RECORD MEA JRt NTS. 5. ELEVATIONS SHOWN HEREON OF ANY) ARE BASED ON THENATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 6. UNDERGROUND AND UTILITIES ARE NOT LOCATED. 7. FENCE AND WAIL OWNERSHIP IS NOT DETERMINED. S. THIS DRAWING IS THEPROPEItTY OF PINNELI. SURVEY, INC. AND SHALL NOME USED OR REPRODUCE), WHOLE ORINPART WITHOUT WRITTEN PERMISSION &AUTHORPZAIIONFROMPINNE.L SURVEY, INC. 9 ALL EASEMENTS SHOWN ON TEE ATTACHED DRAWING ARE PER THE ti RECORD PLAT (UNLESS OTHERWISE NOTED). CERTIFICATION: • THIS IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET OR FOUND MONUMENTS AS INDICATED ON THIS SKETCH AND THAT SAID ABOVE GROUND SURVEY AND Slti'CH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS UNDER RULE 51 -17, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. THIS SURVEY IS NOT VALID WITHO GNATURE AND THE ORIGINAL ' y. OF A FLO SURVEYOR AND MAPP JASON H. PINNELL PROFESSIONAL SURVEYOR & MAPPER LICENSE NO. 5734, STATE OF FLORIDA r RE-MEASURE POOL DECK (12 -0712) 06/12/12 12. RE- MEASURE POOL DECK (12-0712) 05/23/12 1 P. FINAL SURVEY (12 -0545) 04125/12 1.P. UPDATE SURVEY (11 -1160) 08/11/11 SA. UPDATE SURVEY (10 -1406) 09/17/10 SA. REVISIONS N. DATE CHILD BY r SKETCH NO.: 10 -0046 DATE OF SURVEY 01 /14/10 CHECKED BY: S.A. FIELD BOOK/PAGE: 352170 �SIDE IOF2 )escription: SURVEY Job #. 12 -0712 Address: 950 N.E. 100TH STREET SET 1/2" IRON ROD & (0 11 4 /11/11) N.E. 100TH STREET 8' ASPHALT PAVEMENT -: (100' RIGHT —OF —WAY) FOUND 1/2" IRON ROD & CAP, NO ID e/s 0.12'(N 0.04'(W (01/14/10 4' C.B.S. WALL 0.2'(W) S c 18.5' SET NAIL & DISC #3734 (08/11/11) NOTE: SEPTIC TANK LOCATION IS PROVIDED BY OTHERS AND SAID LOCATION IS NOT GUARANTEED BY PINNELL SURVEY. 50.0 P FOUND 1/2" IRON ROD /s 0.20'(S) 0.11'(w) (01/14/10) LOT 8 BLOCK 170 LOT 5 BLOCK 170 /25.49 5.95' 200.00' 8L CORNER W wz WATER PUMP M 2.5' 0.3'(E 5' CHAIN LINK FENCE (TYPICAL) a) RESIDENCE #950 FINISH FLOOR ELEVATION=11.95' GARAGE FLOOR ELEVATION =10.29' 19.9 LOT 4 ' BLOCK 17y1 r K �u1 1 x- 5' C.L.F. 1.1'W 1.3' 4' G.L.F. 0.6' E 0.1'(N SET 1/2" IRON R00 & CAP #5734 (08/11/11) FOUND 1/2" IRON PIPE o/s 0.22'(S 1.13'(E (01/14/10 APPROXIMATE LOCATION OF FLOOD ZONE CONTOUR SET 1/2" IRON ROD & CAP #5734 (08/11/11) FENCE 9.2'(E) 0.2'(S) .P FOUND NAIL /s 0.53'(S) (01/14/10) FENCE .2'N 0.8'W SCALE: 1" = 30' SKETCH NO.: 10 -0046 DRAWN BY: Q.D.I. SIDE 2 OF 2 sscription: SKETCH Job #: 12 -0712 Address: 950 N.E. 100TH STREET Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172515 Permit Number: EL -11 -11 -2225 Scheduled Inspection Date: April 19, 2012 Inspector: Devaney, Michael Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alarm Phone Number Parcel Number 1132060340200 Contractor: ADT SECURITY SERVICES, INC Phone: (786)331 -3967 Building Department Comments BURGLAR ALARM Passed Inspec',• r Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. c7 t• 9fr-ce April 18, 2012 For Inspections please call: (305)762 -4949 Page 10 of 16 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 950 NE 100 Street Miami Shores, FL 33138- 1132060340200 Block: Lot: KENNY KOTALIK Owner Information Address Phone CeII KENNY KOTALIK 950 NE 100 Street MIAMI SHORES FL 33138 -2513 Contractor(s) ADT SECURITY SERVICES, INC Phone (786)331 -3967 CeII Phone Valuation: Total Sq Feet: $ 2,775.00 0 1 Type of Work: BURGLAR ALARM Additional Info: Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Amount $1.80 $2.00 $2.00 $0.60 $100.00 $3.00 $2.40 Total: $111.80 Pay Date Pay Type Amt Paid Amt Due Invoice # EL -11 -11 -42703 12/05/2011 Check #: 132055 $ 61.80 $ 50.00 11/30/2011 Check #: 131673 $ 50.00 $ 0.00 Available Inspections: 1 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 05, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date December 05, 2011 1 • ki/6062 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 RECEIVED NOV 30 2011 BUILDING Permit No. CU. PERMIT APPLICATION Master Permit No. P-C 10. 1®• t 9 FBC 20 Permit Type: Electrical ,e OWNER: Name (Fee Simple Titleholder): i<kl:J "1 160 ntLA Phone#: 3 oS 34s- I (e S Address: 9 S 0 NI 1: 100 S City: 1,4 I Awn I 3-4 -ok S State: E- Zip: 3 3 1 v e• Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 05-1) t E too ET -E'€T City: Miami Shores County: Miami Dade Zip: 3 31 76 Folio/Parcel #: 1 ( ° 32.06 ° 0 ? q • 0 2 )0 Is the Building Historically Designated: Yes CONTRACTOR: Company Name: NO Flood Zone: A-of SECttLr, 11 J$-Nf'it lc€S Address: (b -7 `a s J-.4 A-r IL-r 1esi City: M tt r State: zip. 37 02-5— Phone #: 80o 238 Y-3 Qualifier Na 1 / J I Phone #: ?f47 ' ✓ 9 State Certification or Registra on #: [i 1� +' b J/ cam}'( Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $1 Square/Linear Footage of Work: Type of Work: Address Description of Work: ❑Alteration ONew ORepair/Replace UDemolition ** **********************Fees *** *° ***** * *x° * * * *** **** x**s°*°x**** ** ** n* ***** Submittal Fee $ _ '.. , Permit Fee $ i 49 ®Pa ° CCF $ CO /CC $ 1 """ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ IQ I' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR. IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of : he recorded notice of commencement must be posted at the job site for the first inspection which occurs 'ven (7) i ` ys aft- the b ilding permit is issued. In the absence of s h posted notice, the inspectio will not be approved and a einspectio ,� ee w• b ' h 'ged. Own- or Agent The foregoing instrument was acknowledged before me this 62i0 day of 404 , 20 11 , by ICC° k('°11*.t -k who is personally known to me or who has 1produced b L-- As identification and who did take an oath. NOTARY PUBLIC: ��N�1111!llNq/ .,ed /04 „ S7fi ,' M to t •.r Sign: Print: My Commission Expires: Signature The foregoing ins day of Contractor ment was acknowledged before me thi , 20 /, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commi `'P e",k , ALBA H. AGUILA A. Notary Public - State of Florida ec My Comm. Expires Jul 26, 2015 :k* silaEs496k *sk * sleds s ks Hdssksk*,ksksksissikgssk *sksk *** **** ***s is: IsHssksisHs sis *L's$sskHssknissh$a$s*** gsds*, ksk sksissNnHRs*$sdsskyssk$ss3 *sk1 e e- u f APPROVED BY -4" P "'Plans Examiner Structural Review (Revised 07/10/07)( Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT # ADDRESS: c) 5-0 LIE 100 �i L FOLIO NUMBER: t i to (. 03' - 0 2-00 FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): CTURE (attach : pra ATURE: , DATE: It I Zg ER: 1 EWER SIGNATURE: DATE: Created on June 2009 1'I(- ewIC-c z, I RESIDENTIAL SERVICES CONTRACT CONTRACT DATE / jr CUSTOMER ACCOUNT NO Z7 X211 /,6 5104UE12 6 6 0 JOB NO D LEAD SOURCE ADT Security Services, Inc. ( "ADT") Office Address ItrZ 1IU�• 3A; Q 6 z8 ZZ7 MIr141AiI www.MyADT.com 1.800.ADT.ASAP® (1.800.238.2727) Customer Name u 1, �*( � (°Customer° or °I° or °me° or °my °) I� x R T N E kb7"A-L) k- LAST NAME Address 9 so d r i oo S T 2 E E7I Cty n°!lA -41 s /Ir0 /LES State ZIP 3 3 / 3 $ Tax Exempt No Protected Premises' 3 D S3 `f-..c 1( $e M M/ D D/ y y Telephone Tax Expire Date 0 Traditional Phone 0 Other (Qualified) 0 Other (Non- Qualified) Alternate -7 Telephone 1 3� t I Z� �f° O Home O Cell ® Work IF FAMILIARIZATION PERIOD IS REJECTED INITIAL HERE Alternate Telephone 2 0 Home 0 Cell 0 Work (see Paragraph 14 of the Terms and Conditions for explanation) c 1 v EMAIL ILL 4 r 1 1` 6 "( �' 1 ��' 1T\4 f).) L . Co IN Communications Authorization: I authorize products and services to the contact information 888.DNC4ADT (888.362.4238). Initial here ADT to provide me with information and updates about the security system and new ADT and third -party provided by me. I may unsubscribe or opt out by emailing donotcontact@ADT.com or by calling Confirmation of Appointments: I authorize appointments and provide other information ADT to call me using an automated calling device to deliver a pre - recorded message to set/confirm the telephone number(s) by me. initial here and notices about the alarm system at provided Alarm System Ownership: 0 Customer -Owned eliD ADT -Owned I ACKNOWLEDGE AND AGREE TO EACH OF THE FOLLOWING: (A) THIS CONTRACT CONSISTS OF SIX (6) PAGES. BEFORE SIGNING THIS CONTRACT, 1 HAVE READ, UNDERSTAND AND AGREE TO EACH AND EVERY TERM OF THIS CONTRACT, INCLUDING BUT NOT UMITED TO PARAGRAPHS 5 AND 18 OF THE TERMS AND CONDITIONS. (B) THE INITIAL TERM OF THIS CONTRACT IS THREE (3) YEARS. (C) ADT IS NOT A SECURITY CONSULTANT AND CANNOT ADDRESS ALL OF MY POTENTIAL SECURITY NEEDS. ADT HAS EXPLAINED TO ME THE FULL RANGE OF EQUIPMENT AND SERVICES THAT ADT CAN PROVIDE ME. ADDITIONAL EQUIPMENT AND SERVICES OVER THOSE IDENTIFIED IN THIS CONTRACT ARE AVAILABLE AND MAY BE PURCHASED FROM ADT AT AN ADDITIONAL COST TO ME. I HAVE SELECTED AND PURCHASED ONLY THE EQUIPMENT AND SERVICES IDENTIFIED IN THIS CONTRACT. (0) NO ALARM SYSTEM CAN PROVIDE COMPLETE PROTECTION OR GUARANTEE PREVENTION OF LOSS OR INJURY. FIRES, FLOODS, BURGLARIES, ROBBERIES, MEDICAL PROBLEMS AND OTHER INCIDENTS ARE UNPREDICTABLE AND CANNOT ALWAYS BE DETECTED OR PREVENTED BY AN ALARM SYSTEM. HUMAN ERROR 15 ALWAYS POSSIBLE, AND THE RESPONSE TIME OF POLICE, FIRE AND MEDICAL EMERGENCY PERSONNEL IS OUTSIDE THE CONTROL OF ADT. ADT MAY NOT RECEIVE ALARM SIGNALS IF COMMUNICATIONS OR POWER IS INTERRUPTED FOR ANY REASON. (E) ADT RECOMMENDS THAT I MANUALLY TEST THE ALARM SYSTEM MONTHLY AND ANY TIME I CHANGE TELEPHONE SERVICE, BY CALLING 1.800.ADT.ASAP OR BY LOGGING IN TO W W W.MYADT.COM. (F) THIS CONTRACT REQUIRES FINAL APPROVAL BY AN ADT AUTHORIZED MANAGER BEFORE ADT MAY PROVIDE ANY EQUIPMENT OR SERVICES, AND IF APPROVAL IS DENIED, THEN THIS CONTRACT WILL BE TERMINATED, AND ADT'S ONLY OBLIGATION WILL BE TO NOTIFY ME OF SUCH TERMINATION AND REFUND ANY AMOUNTS I PAID IN ADVANCE. AD presentative (Name 73 �( \/`ik v Rep. License No. (If cequireo. Rep /2-g ID No. Custo Ys A royal: Ori final 5 na re eguired (Must match Customer Name in Section 1 above) NOTICE OF CANCELLATION 1, THE CUSTOMS MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DA) AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATIOI OF THIS RIGHT. I ACKNOWLEDGE BEING VERBALLY INFORMED OF MY RIGHT TO CANCEL AT THE TIME OF EXECUTIOI OF THIS CONTRACT AND RECEIPT OF THIS NOTICE. FragallEMMIRTMEIWPIAMINEMEMIII 1111.111111111.11.111.11111111.11111111.1110 FINANCIAL DISCLOSURE STATEMENT THERE IS NO FINANCE CHARGE OR COST OF CREDIT (0% APR) ASSOCIATED WITH THIS CONTRACT. A. NUMBER OF PAYMENTS FOR THE INITIAL TERM 15 36. B. AMOUNT OF EACH PAYMENT 15 J (TOTAL MONTHLY SERVICE CHARGE FROM BELOW) TOTAL OF PAYMENTS FOR THE INITIAL TERM IS $ toe 8 (A. TIMES B.) (EXCLUSIVE OF ANY APPLICABLE TAXES, FEES, FINES AND RATE INCREASES) LATE CHARGE - PAYMENT 1S DUE PURSUANT TO MY SELECTED BILUNG FREQUENCY, PRIOR TO THE START OF SERVICE. MY FIRST BILL/CHARGE WILL BE SENT /MADE SHORTLY AFTER MY SERVICE BEGINS. ADT MAY IMPOSE A ONE -TIME LATE CHARGE ON EACH PAYMENT THAT IS MORE THAN TEN (10) DAYS PAST DUE, UP TO THE MAXIMUM AMOUNT PERMITTED BY LAW, BUT IN NO EVENT WILL THIS AMOUNT EXCEED $5.00. PREPAYMENT - IF I PREPAY THE TOTAL OF PAYMENTS PRIOR TO THE END OF THE INITIAL TERM OF THIS CONTRACT, THERE IS NO PENALTY OR REFUND. SEE SECTIONS 2, 7, 15 AND 19 OF THIS CONTRACT FOR ADDITIONAL INFORMATION ABOUT NONPAYMENT, DEFAULT AND ACCELERATION. 1 of 6 Office Copy ©2011 ADT. All rights reserved. (04/11 RESIDENTIAL SERVICES CONTRACT CONTRACT DATE !Vi CUSTOMER ACCOUNT NO n 1 5104UE12 S l 0 0 JOB NO P LEAD IIAC SOURCE - Iel -r - • • ' • •-• ( •I 1 _•� ® Standard Monthly Service, Burglary Service includes Customer Monitoring Center Signal Receiving and Notification Service for Burglary, Manual Fire and Manual Police Emergency Monthly Service Charge / $ ) /„! 6 t � �� 0 Initial/Annual Recurring Municipal Fee billed separately (Subject to change based on local law) Initial/Annual Fee $ ( 1-S- ''- NEM $ 0 Customer to obtain and pay for initial/annual munidpal alarm use permit. Failure to obtain and provide ADT with the munidpal alarm use permit registration number could result in no municipal fire/police response to an alarm from the premises and/or a fine. t414-14 1540(0 Municipal Electrical Permit Fee 0 Customer to obtain electrical permit i f 9 (LE6 ID Standard Monthly Service, Fire/Smoke Detection Service include: Customer Monitoring Center Signal Receiving and Notification Service for Fire, Manual Fire and Manual Police Emergency a. Carbon Monoxide 0 Flood 0 Low Temp $ / Je Installation Price $ 277 Z S — O Medical Alert $ Taxable Amount ®Safewatch Cellguard® $ %i C Non - Taxable Amount $ O SecurityLink® $ Connection Fee $ a Extended Limited Warranty /Quality Service Plan (QSP) $ / +J1' Admin Fee $ O Guard Response Service $ Sales Tax on Installation* $ 41b Other 6 — --.-s- PCII —rEP ,1 $ l kkJL Deposit Received ( °�L $ I45O -- Total Monthly Service Charge $ 58 • Balance Due upon Installation* $ 0+ C) (, S'' ' *If applicable sales tax not shown, it will be added to the first invoice. �l � e / /oast / � �' �e Q°, Control So ° o �a ) ''l a °�� ` °1, °ao 44v°/ Panel 5�r IC Qat, Sew°`` °�Seo � Q /SeoS Qo�Se°°ce Qo�S/� eesQse °ems ice o 5 e ,t °° �eL °o a`ac°eQo� "O' 0° �° CFc e t,¢ap ajQ °,F,,e °a\ CO- v� ° p9�� Q°� �� Ok / Q'`e ,, Comments Package Nagle: 60uOPy sE 1 1 1 f Q+(Q,�\I(Q 11Y- (Ni Includes L) (� Foyer 1 h 1 - z • - . Living Room 1 ' Power Sue p LI . Family Room I 1 1 .- (-x -r ELL Office C - Pt{(Sr V loco E.14. Dining Room Kitchen 1111111 11111111111111111 ME IIIIIIIIIIIIIIIIIIIIIII ■ _ Power Criri uv ' 0 r"r - 1 l- Laundry Room ■■_■ ■ . Hallway Master Bedroom :" I eF.1 L • •-(V .(461.1'( Master Bath ■■■ ■-■_.■ i Nett, • Bedroom 2 Bedroom 3 ■■■ ■■■ . ■ r 1, 'I I, o (p '/ Bath 2 G , c) $ Vt (� \ \ Basement \PI t-Uu `) 61(I‘ C O Garage it { Totals j 1' to 1 2 t 1 I Estimated Installation Start Date M I p Y INSTALLER NOTES l,1,() bun Ct,s -r 4 M 1-11 9 °o ckig (1 ‘artic/t . 2 of 6 02011 ADT. All rights reserved. (04/11 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool IVliami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA) as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires special attention to help protect life and property in the unfortunate event of a flood. Miami Shores Village Flood Damage Prevention Ordinance requires that the Building Department determine if a structure will be "Substantially Improved" prior to issuing any permits for improvement or repair. "Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage" regardless of the actual repair work performed." The starting date to determine cumulative costs will be 12 months prior to the issuance of any permit under consideration. All future work considered would require appropriate approvals prior to construction. All cumulative costs will be re- evaluated at the time the permits are issued. 0: Why was the 50% figure chosen as the substantial improvement threshold? A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all investment to structure in SFHA and 2) allowing structures to be improved in any fashion without regard to the hazard present. In the first alternative there is potential for causing hardship to those who have located in a SFHA without knowledge of the risk because the structure was constructed prior to the designation of the area as flood prone. These individual could not improve their structures as damage or age contributed to their deterioration. The second alternative provides no mechanism to ensure that increased investment in SFHA will receive needed protection from flood risk, thus contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway point. "Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: " the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller) as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value (replacement cost depreciated for age and quality of construction of building), or adjusted tax - assessed values." Note: The "Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo etc.) Created on June 2009 A "substantially improved" structure in a Flood Zone must be brought into compliance with Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a residential structure must be elevated to or above the level of the 100 -year or base flood and a commercial structure must be effectively "flood proofed" and meet other applicable requirements. These regulations are based upon the Federal Emergency Management Agency (FEMA) requirements and affect your flood insurance costs. Existing residential structures can be "substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In order to determine whether a proposed construction project would be classified as a substantial improvement, the market value of the building needs to be determined. This value is found on the official tax assessor's card for the property or may be obtained by a licensed property appraiser. That number is then divided by 2 to determine the substantial improvement threshold. Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth of new construction /renovations and /or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps. It is the responsibility of the Building Department staff to ensure that the market value estimates are accurate and the cost estimate reflects the actual costs to fully repair the damage and make any other improvements to the structure. The staff requires that the permit applicant or owner of the building supply the proposed construction cost estimate, or contractor's contract, to make the determination. The staff then uses the latest "Means Square Foot Costs" and "Means Construction Cost Data" books to determine the accuracy of the estimate. These are nationally accepted manuals, which itemize all components involved with construction. The manual provides adjustment rates to handle the varying construction costs throughout the country. 0: What should be included in a contractor's estimate? A: Basically, the only items that are not included in the cost include plans, specifications, surveys and permit fees. All materials that are permanently a part of the structure should be included in the cost estimate. These items include, but are not limited to: windows, doors, hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings, kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot water heaters, heating and air conditioning systems, electrical work and labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre - damaged condition must be included. Even if volunteer labor or self -labor is used, it must be estimated based on minimum -hour wage scales for the type of construction work that is done. Created on June 2009 Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item 0 Te!i only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Folio No Mailing ddress: Summary Details: N L 1903 I KENNY B KOTALIK 950 NE 100 ST MIAMI SHORES FL 3313R- Property Information: iuu oiNGLE FAMILY ,ESIDENCE '001 RESIDENTIAL - INr' F FAMILY Beds /Baths Floors Living Unit: 14I S9 Footage Lot Size: Primary Zone: 1CLUC: ear Built: 152 MIAMI SHORES SEC 3 PB 14 -33 LOTS 5 -6 -7 BLK 170 LOT SIZE 150 -000 X 119 OR 17506 -4416 1296 4 OR 7146 -2973 0110 19 Assessment Information: `Legal Description: Year: 'I 2011 2010 Hand Value: $215,946 3(u Buildin. Value: $1952216 9x31 i Market Value: $ 4 1 1 , 1 6 2 ` 7 4 b 4 8 8 7 "Assessed Value $411,162 Exemption Information: Year: 2011 201,1) YFS Taxable Value Information: ;fear: 2011_.,.,., -- 2010 <" Applied Applied Taxing Exemption/ Exemption/ Authority Taxable Taxable Value: Value - l1egional ,O/5414 i r,;' 514 `'00 51 /3 57 ,� Co, inty: 0!$411 00 81 7' +1 n - _ HOTItRI,IP � "1 i• all f" dr .a S . / -� � Yom . •. a t �, ,• _� I i—_ _. ' 5�_ " . • .. ....._.,,,,i,;,, ,-: -.,!..„ _1...i^ ot-..0,s -1:,;:;-.,:.. t_Y,,i,-,..,, 1 .14:4...1-4).7":,. ,,,..„,ikies,"."-- ,,_,. ---;:,:.,,,. _:,-:_,,,:;4,-,4'•----':-.. —":,,,,..1: ' - 4 .R. 4_ '.1i -,s,, .0....0 ; -w', .4 - X t cY1 Aerial Photography - 2009 My Home l Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser 0 115 ft Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer Mil —. If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. http: / /gisims2. miamidade .gov /myhome /propmap.asp Web bite_-- ©-2002 ami -Dade County All rights reserved- 11/28/11 2:58 PM w11A1r:14•DADE Legend w Property Boundary Selected Property Street Highway Miami -Dade County Water N Page 1 of 2 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 l0 pci Inspection Number: INSP - 170251 Permit Number: PL -2 -12 -304 Scheduled Inspection Date: April 23, 2012 Inspector: Hernandez, Rafael Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: THE NEW MIAMI SHORES PLUMBING Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Drainfield Phone Number Parcel Number 1132060340200 Phone: (305)751 -2446 Building Department Comments NEW SEPTIC AND DRAINFIELD INSTALLATION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 20, 2012 For Inspections please call: (305)762 -4949 Page 13 of 33 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 jf/I 1, J o` v INSPECTION'S PHONE NUMBER: (305) 762.4949 . � B ILDING (1 FEB �; 1. B Yo _e_veo___ -__e_ Permit No. /0) 2- --' U'4 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): ) e.rii y ®�CC 1 Phone #: 3� r'�jI — Address: _ l L E 1 00 S +re. City: 1v ` 1'a en t k O Y e_n State: L Zip: 12e Tenant/Lessee Name: Phone #: `3/ 21 51— a-L Email: q Q I V _ JOB ADDRESS. E j J I� I City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: -11— '2,20(0 t7�j4 6 �� Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: �1'Elx) t'fit tJ(C�j � ty t 1Phone #: 3/ -751 ~ 2!JLt(v I Address: co 'c-LL SsY ee L City: ' 'I X\COAAA, State: L zip: 3 31. C- ', Qualifier Name: �e -nn `� N1 C l�Quci�/l,..v v,,,. Phone #: 3)�"� 1— 2_4-1 o State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 51 iF Squ�re/Linear Footage of Work: Type of Work: Address DAlteration ew DRepair/Replace UDemolition Description of Work: ******** *: x*+ x+ x+ x***** *****+x***x:** ******** Fees************* *****+ x* *******+x*********** ** *** Submittal Fee $ Permit Fee $ .3®4° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ eew Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by , y , y who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. Contractor The for ing instrument was ackn ledged before a this da of 20 �Z b 2 Yl� 3 I1" co' NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign. Print: Print: My Commission My Commission Expires: KENNETH B KOTALIK. MY COMMISSION # EE089935 $ EXPIRES May 02, 2015 407) 398-0153 RbrWalloteryserile con, *****Xagael: dssk*********: k***+ k** * *******sh*** **#+ sksk*** ***********+ k*****+k*********sk stml* m mm nhot,*..a. **-nom APPROVED BY .7-23 s` 1 Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Feb 22 12 02:16p MSP STATE CiF FLORIDA DDPART NT OF }MALTS ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRgCTION Por Jecur CONSTRDOTIQN PE1iMiT FOR; OSTOS New APPrachNT: Kenneth Katalik PROPERTY ADDRESS: 950N L 100 St Miami, PL 33138 LOT: 5-6-7 BLOCK: 170 PROPERTY ID #: 11- 32034 -0200 3056887382 p.1 PST #: 13-SC- 1298361 APPLICATION # : AP991975 DATE PAID: me PAID: RECEIPT #: tioarmar *: PR835866 SUBDIVISION: Miami Shores [SECTION, TOWNSHIP, RANGE, PARCEL NOME=tEE] [OR TAX I'D NUMBER] SYSTEM MOT SE CONSTRUCTED IN ACCORDANCE WITH SFECIPICATZONS AND sPn>sNDARDS OF SECTION 381.0065, F.6., AND ICBAP2ER 64E --6, F.A.C. DEPARTMENT APPROVAL OP SYSTEM DOES Nor GUARANTEE SATIsFACTOEY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIM . ANY CHANCE IN MATERIAL FACTS, WHICB SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQDTRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. I SVCR WOOTFICATIass NAY RESULT IN TsIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMMIT DOES NOT EXEMPT THL APPLICANT MOH COmPLIANCR WITS OTHER FEDERAL, STATE, OR L OCAS. PEMETT NG *EQUZRED FOR DEVELOPMENT OF THIS PROPERTY. 1 SYSTEM DESIGN AND SPECIFICATIONS T [ 1.050 ] GALLONS GPD y$eotic CAPACITY A t 1 GALLONS GPD _ N/A - CAPACITY N I ] GALLONS Gf EASE INTERCEPTOR CAPACITY EMAXIMM4 CAPACITY SING= TANK:1250 GALLONS] X [ ] GALLONS DOSING TANK CAPACITY I ]GALLONS E[ }DOSES PER 24 H S #kuz.pa [ ] D [ 667 ) SQUARE FEF[T SYSTEM R t 1 SQtrA CE MET N/A SYSTEM A TYPE SYSTEM: (X STANDARD [ 3 ti'ZLLED [ 1 mcum [ ] x cos.vlciiRATION: [ T:cu [x] SEP [ I F LOCATION OF a Gil NE 100St & E P11.: B.30'NGV© I ELEVATION OF PROPOSEDI SYSTEM SITE [ 1.20 3E1 INCHES k FT I d Man BELOW ] BENcHaakRX /REFERE$C POINT E BOTTOM OF DRAINFIELD fro Eg D FILL REQUIRED: 0 H E C 0.00] INCHES t 28.80 ] d Imams FT 1 [ ABOVE MIMI BENCMARKIREFERENCE EXCAVATION REQUIRED: [ 72.001 INCHES POINT 1. install a 1050 g septic ink. The licensed contractor i falling the system is responsible for installing the minimum Category of tank in accordance with s, 64E- 6.013(3)(f). FAG. 2. Install a 667 sq ft drailtlield. 3, The bottom of drainfeld elevation to he no lass than 5.90' NGVD 4, A Iayrar of 42 " of sand to be put under bottom of droll-Wield. SPECIFICATIONS BY: JO laps R Piverger APPROVED BY: DATE ISSUED: qs vexpes 021'2212011 TITLE: Engineer Specialist II TITLE: Engineer Specialist xI Dade CHD DH 4016, 08/09 (Obsole ON all previous editions which say not be used) Incorporated: 64E -6.0 3, VAC v 1.1.4 EXPIRATION DATX : 08/2212012 As A4:975 qS.R 3RHG7 Page 1 of 3 Feb 22 12 02:16p STATE 0 DEPARTI ONSITE CONSTRI MSP 3056887382 FLORIDA TENT OF HEALTH EWAGE TREATMENT AND DISPOSAL SYSTEM ICTION INSPECTION AND FINAL APPROVAL AGENT' .._.•r rrr� - r.•.•• PROPERTY ADDRESS: Cr- LOT :5 -% - ' BLOCK:' 7( PERMIT NCt1":'' DATE PAID: FEE PAID' RECEIPT #• p.2 SUBDIVISION: PROPERTY ID #f " ^- CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE. OR RULE AND MUST BE CORRECTED. TANK INSTALLATIO [011 TANK SIZE 1]f�% ^r% [2] [02] TANK MATErIAL;, --� ,;1' [03] OUTLET DEVICE > - •�'-^•-- [04] MULTI - CHAMBERED( Y,/ N 1, [05] OUTLET FILITCRAL....•t' - •4 •- •""-'° 1061 LEGEND - —r- [ i [0 ?]_.,�.,...WATERTIGH1 ' t 1081 LEVEL ] I '�' • [ M DEPTH TO ID r • SETBACKS [ ] [27] SURFACE WATER - - FT [ ] [28] DITCHES FT [ ] [ 29] PRIVATE WELLS FT [ ] [30] PUBLIC WELLS FT [ ] [31] IRRIGATION WELLS - FT J [32] POTABLE WATER LINES rz7. FT 1 [33] BUILDING FOUNDATION FT [54] PROPERTY LINES - FT ] [35] OTHER. FT FILLED / MOUND SYSTEM ] [36] DRAINFIELD COVER ] [37] SHOULDERS ] [381 SLOPES ] [39] STABILIZATION - J f 1 1 l r 1 I ) DRAINFIELD INSTAL TION '�— ""'. 1 • ; : I (10] AREA [1.e5 ,,', ^) [2] ,. G � SOFT—. ^ :: i [I .3 1 [11] DISTRIBUTI N BOX HEADER �'• t.1 k, ' } [ 1 ] f [12] NUMSER O DRAINLINES �r^ ∎� t • i • ' ii 1 •1 I 4331... DRAINLINE EPARATION .3' '�, [ ,1 [14] DRAINLI LOPE - -- ---• ;] [15] DEPTH OF COVER./...4 `•' ELEVATIONI[ABOVE/BELOW] BM LOCATION DOSING P PS AGGREGA E SIZE y � 0,77 AGGREGA E EXCF_SSIVE FINCS . • AGGREGA 1 r_ DEPTH /e. ' FILL / EXCAVATION ATERIAL [224 FILL AMOUNT(/' r' [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REP CED [26] REPLACE NT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: [ ] [ ] [ ] [ I ADDITIONAL INFORMATION [ (40] UNOBSTRUCTED AREA [ ..'l 141] STORMWATER RUNOFF [ ] [42] ALAHMS ( 1 [431 MAINTENANCE AGREEMVNT [s.- -] [44] BUILDING AREA [ ✓) [45] -LOCATION CONFORMS WITH SITE PLAN [✓] (46] FINAL SITE GRADtl11,Q_••„„ [ ] [47] CONTRACTOR [ 1 [a] OTHER [ ] [ ] ABANDONMENT [49] TANK PUMPED_.___/ [50] TANK CRUSHED & FILLED_/ CONSTRUCAO.LIET. - 10VEo/DISAPPROVED]: FINAL SYSTEM APPFI 1Y t *APPROVED]: ys� DH 4016 (Page 2),'10^87 (Previous Editions May Bo Used) Stock Numt ur: 5744. 002-4016 -4 • CHD DATE' 1-- -"'- „�' - i CHID DATE /1-' PT I: Apphcarll PT 2: Installertca+tuactor PT 3: Building Dapartmrrnt PT 4: Health Department • Payu 2 of 3 +rrurrr t�T Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177281 Permit Number: RF -5 -11 -982 Scheduled Inspection Date: September 06, 2012 Inspector: Bruhn, Norman Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: GOLDSTAR ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060340200 Phone: (954)566 -8494 Building Department Comments RE- ROOFING AND NEW ROOF ON ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 177112. CREATED AS REINSPECTION FOR INSP- 171324. CREATED AS REINSPECTION FOR INSP - 160364. Provide engineer connection detail and uplift for gutter attached through roofing drip metal. NB NO LADDER/ PERMIT. JR Same comments as previous and provide permit and plans for inspection. September 05, 2012 For Inspections please call: (305)762 -4949 Page 13 of 26 To: Re: Subject: ENGINEER'S REPORT Miami Shores Village Building Department KENNY KOTALIK 950 NE 100 STREET MIAMI SHORES, FL 33138 Gutter System at Kotalik Residence RF11 -11 -2131 AND RF -5 -11 -982 Date: Monday, September 03, 2012 AREA OF CONCERN An Inspection of the Gutter System at the above property was conducted on August 10, 2012. The purpose of this Inspection was to determine if all work was performed to FBC 2010 standards. Our inspection found the Gutter system were installed as per FBC 2010: The pins original pins were removed and up graded to 8" ring shank pins previous pins were the regular 46" once center. The seven inch pins were considered suitable for this job. SUMMARY In summary, it is our professional opinion and experience that the above mentioned work does not need any further work to be done to be in compliance. All work was done per Code and is structurally Sound. Thank you for your time in this matter. If you have any questions or comments, please do not hesitate to cont t me at (754) 422 -3301. Mo a as oo•r% Chief Engineer P.E. 61969 3711 SW 47th Avenue • DAVIE, FL 33314 • TEL (754) 422 -3301 • FAX (877) 860-4128 • H : www.amd- 3d.com fLih Root Te4g4i 5iv€z, 1414. NOA No. 11- 1213.02 Exp: 1/29/2017 TESTING * ENGINEERING CALCULATIONS * INSPECTIONS Since 1998 March 9, 2012 Building Department Official; Florida Roof Testing Services, Inc. has performed a the uplift test on the building described below. The tile uplift test consists of placing a load test device manufactured by, Chatillon Industries, [Model LG -100] over the tile with an adjustable connector placed under the front lip of the tile and gradually increasing upward pressure until a reading of 35 pounds is obtained. All testing was conducted in accordance with FBC 2007 TAS- 106-R, (2006 supplement). Gauge Calibration Certificate on Reverse Side. Florida Roof Testing Services responsibility in this project was specifically tile uplift testing to a specific limit No other conclusions or observations are expressed or implied. Florida Roof Testing is not responsible for any damaged or broken the during the course of the test Please note all measurements are approximate. Contractor. Job Address: Permit # Application Method: Test Results: Tech: Report Prepared By: FRT Job # Gold Star Roofing 950 NE 100TH Street, Miami Shores, Fl Foam Set, Hanson, 4,800 Sf. 3/8112 Pass FH Fred Hernandez, Senior Technical Analyst 12 -039 Field (T) 2264 13 O :: , .. 0 0 , 13 Perimeter (T) 4.5' 2272 23 0 0 0 23 Comers (T) 13 264 13 0 0 0 13 # Hip (H) 320 16 0 0 0 16 # Ridge R) 80 4 O O 4 ��0 35 R. N. Sailappan, P.E. Florida Registration No. 46696 516 NW 1st Avenue, Fort Lauderdale, Florida 33301 * Phone: 954.975.9010 * Fax: 954.956.0990 TAS -106 -R - Tile Uplift Test Report 3 le JJ2- QUALITY SYSTEMS LAB AN ISO 17025 ACCREDITED LAB CERTIFICATE OF CALIBRATION Certificate No: FRT008:38,514 Performed for: Test Results: Pass Florida Roof Testing 516 NW 1st Ave Fort Lauderdale, FL 33301 Instrument Details: Calibration Details: Description: Force Pull Gauge Procedure Used: Manufacturer: Chatillon Temp: Model Number: LG-100 Humidity: Serial Number. R03170 Calibrated: Equipment ID: N/A Frequency: Location: Comments: PQ Number: GIDEP/MFQ's/OSL Procedure 72 °F 43 °IoRH 10/12/2011 Quarterly Quality Systems Laboratory vanities that the above listed instrument meets or exeeds all specifications as Calibration Results stated in the referenced procedure unless otherwise noted. It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NISI), or to NtST accepted intrinsic standards of measurement, or derived by the ratio type of sett- calibration techniques. This calibration complies with ISO/IEC 17025:2005. Please note that any Test Uncertainty Ratio (TUR) that is less than four to one will appear under the "TUR° column on the data sheet below. If the TUR meets or exceeds four to one, the column is hidden from view. Uncertainty evaluation includes the instrument under test and is calculated in accordance with the ISO "Guide to the Expression of Uncertainty in Measurement". The uncertainty represents an expanded uncertainty using a coverage factor k =2 to approximate a 95% confidence level. 4n tolerance conditions are based an test results falling within specified limbs with no reduction by the uncertainty of the measurement. Quality Systems Laboratory's responsibility shall in no event; nor for any cause whatsoever, exceed the purchase price of this certification. This report may not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in wrfiing from the calibration organization issuing this report Calibration Standards Test Instrument ID atgalgtign OSL021 Compression/Tension Tester (As Of Cal Entry Date Manufacturer Serial Number Cal Date Due Date 10/1012011 10/10/2012 Thwing Albert 61544 Group # 1 Group Name Force Test Stated Accy Pct of Range NgrnlnVal/In Val 10.00110.00 50.00 / 50.00 75.00 / 75.00 100.00 / 100.00 In Tyne Lbs Lbs Lbs Lbs Out Val 10.0 50.0 75.0 100.0 Calibration Results Out "Noe Lbs Lbs Lbs Lbs Fnd As 10.2 50.2 75.2 100.2 Range Acc % Reading Acc % Pius/Minus Lft As 10.2 50.2 75.2 100.2 0.2500 0.0000 0.0 9.8 49.8 74.8 99.8 PAO 10.3 50.3 75.3 100.3 Pass/Fail Pass Pass Pass Pass Metrology Manager Edward Brown Signature: .EAivarGi &own Quality Manager: Signature: Dr. Cheryl Thibodeau 7604 NW 6th Ave • Soca Raton, FL 33487 • TEL: 561.999.1696 • FAX: 561.999.1897 QuatitySysLab@belisouih.net • www.OSL- Inc.com Page 1 of 1 1/2sA9 / ,F5-/A,2 Florida Building Code Edition _ High Velocity Hurricane Zone Uniform Permit Application Form 0 Section D (Steep Sloped Roof System) NOTE: items 3 & 4 are not required for shingles with NOA 1. Roof System Manufacturer: HANSON REGAL ROOF TILE 2. Notice of Acceptance Number: 3. 07-0914.04 Pressures, if Applicabk3 (From RAS 127 or Calculations-Method 1): pmaxi -784 Pmax3: -116.2 '?';',* ■ A Specific System or NI, From Sec. E, Method 2 : PEMT Miami Shores Village 5. Method of lb Attachment POLYFOAM A11160 APPRO1rED BY DATE Mttf/trl,t,T —wQfLl ZONING DEPT Steep Sloped Roof System Dc Deck Type: undedaymentTypej SUBJECT ID COMPLIANCE WI 1-1-1 ALL FEDERAL ctjptJ�flecIJN Y HULES AND PECULATIOjS IPLYWOOD 5/8 MS": 12" Ridge V Insulation: 1 30LB ASTM D226 Fire Banter: N/A N/A Fastener Type' & SPedeg: Adhesive Type: 1 14 RING SHANK NAILS / TIN CAPS 6 INCHS ON LAPS 2 x42 INCHS FiELD I HOT ASPHALT Type Cgo Sheet 1 9OLB MINERAL SURFACED BACMAILED 12" 0.0 Roof Covering Type & Size Mil Edge: CONCRETE TILE 3 X 3 26 GAUGE Florida Building-Code Edition :.• ._- -_ High Vedoclly Hie Zone Uniform Pent* Application Form Section E (Tile calculations) For Moment based tile system, choose either Method 1 or2 Compare the values for Mr Wi the values from Mr. If the Mr values are greater tam or equal to the Mr values for each area of the roof, then the fie attachment method is Method 1 "Moment Based Tile Calculations Per RAS 127' (l',: -45.1 0.311 = 14.02) _ 834 = 5.68 N0A mt 38.7 pa: -78.6 )0. 0311 = 24.44 ) _Ntio 8.34 = ma 16.10 t0► Mf -38.7 (P3: -116.2 ) X. 0.311 = 36.13) _ - 8.34~ . DA. , 27.79 NOA -38.7 Method 2 "Simplified Toe Calculation Per Table Below" Reared Moment of Resistmce (Mr) From Talmo Bev : Product 11, Regrdred Moment Reshrtance* Mem Roof Meta -"i- Z12 34.4 5 382 39.7 422 3:12 322 34A 36.0 37.4 39.8 4:12 , 30.4 32.2 33.8 35.1 37.3 5-12 , 28.4 30.1 31.6 34.9 6:12 . 26.4 28.0 ZIA 30.5 32.4 7:12 24.4 - 25.9 27.1 1 282 30.0 "Must In used in corgumcflon with a lay of Moment Based 71e Systems endorsed by the Broward Candy Board of and Appeals. For Uplift Based Tile Systems use Method 3. Compare the values for F' with the values for F. If ltss P values are greater than or eqtal to the Fr values for mmir area of the roof, then the e attachment method is Method 3 "Uplift Based Tile Calculations Per RAS 127" PP2: (P3: x 1: Xi: s XW )- W _ ___ -- -x )- xsr_= x cos xcos& = FTg: Fro= Xc s _�� Product P Product Apsi Froduct Approval F' Description Where to Ob n SYmbol Design Prime Mean R Heeht Rrxrf orP2CWPa H Where To Find RAS 127 Table 1 or by an engineering anatysii 'ry by PE lased on ASCE 7 Job Slie Aerodynamic tadilpRar Resthrbtg Motto due to Gray e Job Slie ]t. - Afachment Resistance Required libment Minimum Attachment Resistmce Ant Pt Prmluct Approval Prated Appmvad Catali A.... Tge We Fr Prnduct Approval W AWdationa must be Qa the Bullthig Official at Product AppmvEd lire time awn* cnnin.ation. M 1 A M aDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Regal/Spanish "S" II Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 02-0916.09 and consists of pages 1 throl}gh The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofmg Roofing Tiles Concrete 1. SCOPE This renews a roofing system using Hanson Regal/Spanish `S' II Concrete Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Regal / Spanish "S" 11 Tile Trim Pieces Dimensions Length: 17'/4" Width: 13 ' /a' Y2" thick Length: varies Width: varies Test Specifications TAS 112 TAS 112 . 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Tile Nails Tile Screws Hurricane Clip & Fasteners Dimensions Min. 10dx 3" #8x 2' 'A" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. '/2" width TAS 114 Min.06" thick Appendix E Clip Fasteners Min. 8d x 1 '/4" Test Specifications. TAS 114 Appendix E TAS 114 Appendix E Product Description High profile concrete roof tile for direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Product Description Corrosion resistant screw or Generic smooth shank nails (With current NOA) Manufacturer Corrosion resistant, coated, Generic square drive, galvanized, (With current NOA) coarse thread wood screws Corrosion resistant clips Generic with corrosion resistant (With current NOA) nails. NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Agency Redland Technologies The Center for Applied Engineering, Inc. All State Engineering & Testing Consultants, Inc. Walker Engineering IBA Consultants, Inc. Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II Letter of Aug. 1, 1994 P09647 -01 P0402 94-083 94-084 25- 7094 -9 25- 7094 -6 25- 7183 -4 25- 7183 -3 25- 7214 -3 25- 7214 -7 Project No. 307025 Test #MDC -76 YQ -135 Calculations 2381 -252 Test Name/Revort PA 102 PA 102(A) PA 108 (Nail -On) PA 108 (Nail -On) PA 108(Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails PA 101 (Adhesive Set) PA 101 (Mortar Set) PA 102 (4" Headlap, Nails, Direct Deck, New Construction) PA 102 (4" Headlap, Nails, Battens) PA 102 (2 Quik -Drive Screws, Direct Deck) PA 102 (2 Qulk -Drive Screws, Battens) PA 102 (1 Quik -Drive Screw, Direct Deck) PA 102 (1 Quik -Drive Screw, Battens) PA 100 PA 112 Aerodynamic Multiplier TAS 112 Date Dec. 1991 Dec. 199I Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 Dec. 1998 March 1999 09/20/07 NOA No.: 07- 0914.04 Expiration Date: 12116/12 Approval Date: 12106/07 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Regal/Spanish `S' II Concrete Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07 -0914.04 Expiration Date: 12 /16/12 Approval Date: 12 /06/07 Page 4 of 7 Table 1: Aerodynamic Multipliers -24. (ft3) Tile a. (ft) A (ft) Profile Batten Application Direct Deck Application Pioneer Regal/Spanish 'S' 11 0.287 0.311 Table 2: Restoring Moments due to Gravity - MB (ft -Ibf) Tile Profile 3": 12" 4 ": 12" 5": 12" 6": 12" 7": 12" greater Batten s or Direct Deck Pioneer RegaVSpanis h `S' 11 Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 Table 3: Attachment Resistance Expressed as a Moment - Mr (t Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson Regal/Spanish 'S' 11 • • 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw - Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nailir I 33.1 ( 48.1 - 1 45.2 1 Installation with a 4" file headlap and fastemers are located a min. of 2'/" from head of the. Table 4: Attachment Resistance Expressed as a Moment N!r (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson RegaVSpanish `S' II Adhesive 29.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 5 of 7 Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal/Spanish 'S' 11 Polyfoam PolyProm° 24.5 66.54 Polyfoam PolyProTM 38.75 4 Large paddy placement of 63grams of PolyProlm. 5 Medium paddy placement of 24grams of PolyPront. Table 4B: Attachment Resistance Expressed as a Moment - M1(ft -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hason Rega!/Spanish 'S' 11 Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved" HANSON HANSON REGAL/SPANISH "S" 11 ROOF TILE IDENTIFICATION MARK (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 6 of 7 FASTENER HOLES PROFILE DRAWINGS OVERLOOK 14.411 Fr. 131/4" i7NDERLOCK REGAL AKA SPANISH "S" II HANSON REGAL/SPANISH 'S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 7 of 7 S ,\) 4\) BUILDING PERMIT APPLICATION Fsc 20 Few si Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Master Permit No. Permit Type: BUILDING ROOFING OWNER: N e (Fee Simple Titleholld�e ): �i /t /J" Address: 2 /(1 / -1 City: "9/74-0/4" ( /C J State: �� Tenant/Lessee Name: Email: Phone #: Phone #: Zip: C /3ef? JOB ADDRESS: '2.0 /'6 /V City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: 92_00,3 V02,670 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Nam: ��J7 429'6 yte Phone #: 1074y /L/ Address: /1/5 4 6 City: // L=�� ZWC ,�SSttate: `' c= 2i!°C./ . Zp: 3 i `y�`n Qualifier Name: 64&/ € sl'/ */ /' /4D 61 Phone #: �J9 -- O Y9/ State Certification or Registration #• 1 CC.. O 79 Certificate of Competency #: Contact Phone #: 9:9/1-1/ 9' Email Address: DESIGNER: Architect/Engme r a � " / Phone #: Value of Work for the : ��nou� � Square/Linear Footage of Work: Type of Work: 0` OAlteration ONew ORepair/Replace Description of �� ./52i0/10 Dim 7 �U84 f ** ******* *************************** Fees*+ xm ****** ** **********: x****************s: *+x*** Submittal Fee $ Permit Fee $ ,'f CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 444 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip N/� Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AiitIDAVIT: 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 occur seven (7) days after the building permit is issued. In e''absence of such posted notice, the inspectio °will n approv •.' and a li einspec,(ion fee will be charged. Signature _ I `� r Signature 0 er or Agent /0*-- "` ' The foregoing instrument as acknowleAded before me this day of X -6 , 201/ , by k'N T19'L 4't who is personally known to me o o has produce As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PTTRT.m.STATE OF FLORIDA Manjit Kaur 1:Commission # EE075006 ..,,.,.•'` Expir.. ,PR. 09, 2015 BONDlin TM ATLANTIC BONDING CO, INC, ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 7 1i10MlintlO- STA't`L' 0'F ,, aujl our S • coatilsi ai4ln 06 Contractor The foregoing instrument was acknowledged before me this day of , 20J(, by 11611 ( 4, /? who is personally kno to me or who has produced dentification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission E My Commission APPROVED BY .a‘e11%(- Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 06/08/2011 16:19 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES R1001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1459 RECIPIENT ADDRESS 93057545402 DESTINATION ID ST. TIME 06/08 16:19 TIME USE 00'18 PAGES SENT 1 RESULT OK Permit No: 10 -1909 Job Name: June 7, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 4th 1) Notes under plywood that refers to inspections being completed by others must be removed. Miami Shores is the authority having jurisdiction and will complete all inspections other than those specified on the special inspector form. 2) Provide product approval that shows impact resistance for all new or altered openings that have been signed reviewed and approved by the designer of record. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 4-.Pot Permit No: 10 -1909 Job Name: May 4, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 3rd 1) Notes under plywood that refers to inspections being completed by others must be removed. Miami Shores is the authority having jurisdiction and will complete all inspections other than those specified on the special inspector form. 2) Provide product approval that shows impact resistance for all new or altered openings that have been signed reviewed and approved by the designer of record. Provide a roofing permit by a licensed roofing contractor Plan review is not complete, when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 10 -1909 Job Name: May 4, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 3rd 1) Notes under plywood that refers to inspections being completed by others must be removed. Miami Shores is the authority having jurisdiction and will complete all inspections other than those specified on the special inspector form. 2) Provide product approval that shows impact resistance for all new or altered openings that have been signed reviewed and approved by the designer of record. 3) Provide a roofing permit by a licensed roofing contractor Plan review is not complete, when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 �nc9� to) of 1kb wcaunical canl-ae- 154- 5 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: Pal DATE: - R-cit-x-411 if,i/n ❑ Contractor p<Owner ❑ rchitect Picked up 2 sets of plans and (other) (v i-1 1203-Y1 *Lilt ( C3( S( From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 10 -1909 Job Name: April 6, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 2nd A demolition permit application is required. orrections for structural must be completed. Identify all interior bearing walls on floor plan— 'Provide detail of interior bearing walls. V Provide ceiling height in converted garage/ "*"."/"-63 Notes under plywood that refers to inspections being completed by others must be '1-*/ removed. Miami Shores is the authority having jurisdiction and will complete all nspections other than those specified on the special inspector form. Provide note to show required vapor barrier at slab. 9� Provide a not sOowing the minimum depth to the top of the foundation must be 8" from finish grade. V Filled cells are shown to have #5 or #6 in the same cell. Please resolve conflict in several tails and notes. he column schedule does not include TC-3 and TC -4.'-/ Typical corner detail of beam does not match the beam schedule. V Structural plans must include details of alterations to existing exterior walls including ,Iteration of existing openings. Provide complete details of all work. Provide a masonry design. Is this jqb designed under ACI530 or prescriptive? Provide a special inspector form. 4" Roof framing plan identifies using a strap att chedto the header? Provide a connection rom the truss to the structure that works. Provide minimum requirements for buck attachment. rovide product approval that shows impact resistance for all new or altered openings that have been signed reviewed and approved by the designer of record. Identify opening in each sleeping room to be used as a secondary means of escape. rovide a roofing permit by a licensed roofing contractor Plans must show the attic ventilation. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 9c,46 14f f PREVIOUS REVIEW HAS NOT BEEN ADDRESSED Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Permit No: 10 -1909 Job Name: April 6, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) A demolition permit application is required. 2) Corrections for structural must be completed. 3) Identify all interior bearing walls on floor plan. 4) Provide detail of interior bearing walls. 5) Provide ceiling height in converted garage. 6) Notes under plywood that refers to inspections beingcompleted by others must be removed. Miami Shores is the authority having jurisdiction and will complete all inspections other than those specified on the special inspector form. 7) Provide note to show required vapor barrier at slab. 8) Provide a not showing the minimum depth to the top of the foundation must be 8" from finish grade. 9) Filled cells are shown to have #5 or #6 in the same cell. Please resolve conflict in several details and notes. 10) The column schedule does not include TC-3 and TC-4. 11) Typical comer detail of beam does not match the beam schedule. 12) Structural plans must include details of alterations to existing exterior walls including alteration of existing openings. Provide complete details of all work. 13) Provide a masonry design. Is this job designed under ACI530 or prescriptive? 14) Provide a special inspector form. 15) Roof framing plan identifies using a strap attached to the header? Provide a connection from the truss to the structure that works. 16) Provide minimum requirements for buckattachment. 17) Provide product approval that shows impact resistance for all new or altered openings that have been signed reviewed and approved by the designer of record. 18) Identify opening in each sleeping room to be used as a secondary means of escape. 19) Provide a roofing permit by a licensed roofing contractor 20) Plans must show the attic ventilation. PREVIOUS REVIEW HAS NOT BEEN ADDRESSED Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Village Building Department te 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /0 Job Name kA -zA„y, Date 3 2.2.% >r.l STRUCTURAL CRITIQUE SHEET t374/72 ar) / f $P lzo w vv ti 6 • l (/J///,) Aar e 1401 bee rah S-e kv-e 13leage 1111 iami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 111 ° 901 DATE: 1 1 1 1 0 I, LL ❑ Contractor Owner ❑ Architect Picked up 2 sets of plans and (other) s CP C Address: * J l ( VS-7 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: ,2 PERMIT CLERK INITIAL: RESUBMITTED DATE: E I, 1 PERMIT CLERK INITIAL: Vi lAt°((b fir' Permit No: 10 -1909 Job Name: November 9, 2010 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet Page 1 of 1 '( Py . Provide lans m ust receipt be from approved Miambi Dade HRS planning for the and septic Zoning system for impact fees. "1"--3) A demolition permit application is required. 44474. y Corrections fore and structural must be completed. VI Provide permit applications for all sub work. Identify all interior bearing walls on floor plan. ...„•••7) Provide detail of interior bearing walls. ) Provide ceiling height in converted garage. e,.9) Notes under plywood that refers to inspections being completedby others must be removed. Miami Shores is the authority having jurisdiction and will complete all inspections other than those specified on the special inspector form. -40) Provide note to show required vapor barrier at slab. X1.1) Provide a not showing the minimum depth to the top of the foundation must be if from finish grade. ) Filled cells are shown to have #5 or #6 in the same cell. Please resolve conflict in several details and notes. r ---13) The column schedule does not include TC-3 and TC-4. /15) Typical comer detail of beam does not match the beam schedule. Structural plans must include details of alterations to existing exterior walls including alteration of existing openings. Provide complete details of all work. rovide a masonry design. Is this job designed under ACI530 or prescriptive. Provide a special inspector form. 18) Provide truss plans. 19) Roof framing plan identifies using a strap attached the the header? Provide a connection from the truss to the structure that works. 20) Provide minimum requirements for buck attachment. 21) Provide product approval that shows impact resistance for all new or altered openings that have been signed reviewed and approved by the designer of record. 22) Identify opening in each sleeping room to be used a s secondary means of escape. 23) Provide a roofing permit. 24) Plans must show the attic ventilation. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village' Building Deportment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.I CI J f a 9 Job Name �A 4 7A t Date Jt.ljo STRUCTURAL CRITIQUE SHEET - Gee `rc 3 7c-4- aloe no. an C' /' 5cl,ed V 1o01 .ski ea fl-� j ve rf .1,a,rs 41-5. — Co/ fc; ed/r Ie S s � — Goar,, 5 ".ow dim r;o 6 +a Tg o S' ,6 Se - Sari tap al 7B 1 . Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -10 -10 -1909 Issue Date: Not Issued 5 Explres:Not Issued Folio Number:1132060340200 Owner's Name: KENNY KOTALIK Job Address: 950 100 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 800 Total Job Valuation: $ 20,000.00 Contractor(s) IMBURGIA CONSTRUCTION SERVICES, INC. Phone 305/525 -5707 Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 11/1/2010 : Yes Comments: DRIVEWAY IS NOT APPROVED AS SHOWN AND ANY DRIVEWAY PERMIT MUST MEET ZONING CODE REQUIREMENTS. DEPARTMENT OF PLANNING AND ZONING IMPACT FEE RECEIPT PROCESS #: B20101101909.0 FOLIO #: 1132060340200 FEEPAYER: ARANA, RENATO 16304 SW 57 ST MIAMI FEE DIST. CAT. TYPE ID CODE BATCH: SITE ADDRESS: 950 NE 100 ST FL 33193 CATEGORY DESCRIPTION COLLECTION NO.: 100689 DATE: 12/03/2010 UNITS FEE EXTENDED AMOUNT AREA 1.0 5002 00 UNIT SIZE (SQ FT) 685 0.9180 628.83 TOTAL AMOUNT DUE: $628.83 PAID CHECK: $0.00 PAID CASH: $628.83 IFSRP_0005T Permit No: 10 -1909 Job Name: June 7, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 4th 1) Notes under plywood that refers to inspections being completed by others must be removed. Miami Shores is the authority having jurisdiction and will complete all inspections other than those specified on the special inspector form. 2) Provide product approval that shows impact resistance for all new or altered openings that have been signed reviewed and approved by the designer of record. Plan review is not complete, when all items above are corrected, we will do a complete plan review. if any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 535 --1SA —9402 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 950 NE 100 Street Miami Shores, FL 33138- 1132060340200 Block: Lot: KENNY KOTALIK 1 Owner Information Address Phone Cell KENNY KOTALIK 950 NE 100 Street MIAMI SHORES FL 33138 -2513 Contractor(s) GOLDSTAR ROOFING INC Phone Cell Phone (954)566 -8494 Valuation: Total Sq Feet: $ 7,500.00 1500 1 Type of Work: Re Roof Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Amount $4.80 $4.13 $4.13 $1.60 $275.00 $9.00 $6.40 Total: $305.06 Pay Date Pay Type Invoice # RF -5-11 -41067 05/31/2011 Credit Card 07/11/2011 Check #: 1269 Amt Paid Amt Due $ 50.00 $ 255.06 $ 255.06 $ 0.00 Available Inspections: 1 Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet 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. July 11,2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date July 11, 2011 1 i41,6:1 3 1 2611 ,„.91, ami Shores Village Building Department 10050 E2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titlehokler): Addms: 90 A / MAY So REID et \A Permit No. Master Permit No. ROOFING iCif,,VW /co 779 zii( City: /1,7/901/ c.Czeigar Phone: State: ,Aacet<al Zip: Phone#: Tenant/Lessee Name: Email: JOB ADDRESS: 9ce 4, i -e 7 /6 11 :„, 7 City: Miami Shores County: Miami Dade Zip: ..33/3ff Folio/Parcel#: II-32a V3 q— 02/20 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 64-01--6 ,C774e- ei22ftiVa" AirC. Phone#: 05Y-4.- Wge Address: 5. x it,..‘ ' City : ,42,---r z/960-Lc29r,„:2 State: ,424,;(..,4 mix Phone# 15-y Qualifier Name: M(67/:/t 9-4/--/-7 e,f-Akagoi State Certification or Registration 41: CC6 06795 Certificate of Competency #: Contact Phone*: *--V—V0/4-8-9Fe-, Email Address: DESIGNER: Architect/Engineer: Value of_WurkZrthis Penult $ 7 56 ° / Square/Linear Footage of Work: Type of Work IDAddition CIAlteration CiNew CiR‘air/Replace r 6 u f e- yt 04C1 164 filit Phone#: Description of Work re-""ROO PI 4 tteiai CIDemolition ******4**************************** Submittal Fee 6D Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ TrainingMbrcation Fee $ Double Fee $ Structural Review $ 76.e:7 ccF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ (1500 syri. Bonding Company's Name (if applicable) Bonding Company's Address I/ City State �P Mortgage Lender's Name (if applicable) Mortgage Lender's Address N g City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must - promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In tj. absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged �f�Signature "// Signature 2 Owner or Agent 2 Contractor The foregoing '� ��, t,: was ackpnoowledged before m e this 3 The foregoing instrument was acknowledged before me this6 ! day of r , 20 d 0 , by kC J C7(f PO 1-41-4 K°day of .i0,,Z__, 201/, by 44-4'/1 G who is personally known to me or who has produced et, 9 ho is personalty known or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC:: Sign: Print My Commission Expires: NOTARY PUBLIC: Sign: o,". v7 /r ,eoz • Print NOTARY PUBLIC-STATE OF FLORIDA ,.l Manjit Kaur My Comma's scion # EE075006 ,�� „..• pins: APR. 09, 2015 BQ1WE= THRU ATLANTIC amnia CO, INC. APPROVED BY ,G7 " ". T 1 �11 0 �, Plans Examiner Structural Review (Revised 07n0/07)(Revise! 06110/2009)(Revised 3/15/09) Zoning • Clerk f A BY1 :eon g 1111 iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 3� /1 10050 NE 2nd Ave Miami Shores, FI 331 8 Re: Owner's Name: % n In e4 Kbtk i" C Property Address: S''40 !/`° 1 oo s4-- Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: 'XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) `hen 401A iffloa )'►� Signa ° re Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. om Swom to and subscribed before me this \ day of Sg a Notary Public, Sate of Florida at Large 's When the just valuation of the structure for purpose of ad valorem taxation is equal to or mort,)han $30 i s cic,13 .4tge11ding was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof toVi4'ail�pr1F:it $ip1ie Mitigation. ' ''lllllllll' Revised on 5/21/2009 'Property Information Map My Home Miami -Dade County, Florida Miami . ade.gov Property Information Map Aerial Photography - 2009 0 This map was created on 5/12/2011 2:48:38 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 115ft Page 1 of 1 MIAM I-DAQE Summary Details: Folio No.: 11 -3206- 034 -0200 Property: 950 NE 100 ST Mailing KENNY B KOTALIK Address: 1 Living Units: 950 NE 100 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,533 Lot Size: 17,850 SQ FT Year Built 1952 $50,000/ $173,579 MIAMI SHORES SEC 8 City: PB 14 -33 LOTS 5 -6 -7 Legal BLK 170 LOT SIZE Description: 150.000 X 119 OR 17506 -4416 1296 4 OR 27146 -2973 0110 19 Assessment Information: Year: 2010 2009 Land Value: $269,570 $282,614 Building Value: $195,317 $208,825 Market Value: $464,887 $491,439 Assessed Value: $223,579 $217,702 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead YES YES Taxable Value Information: Year: 2010 2009 $435,000 Applied Applied Taxing Authority: Exemon/ Taxable Exemption/ Taxable trustees in bankruptcy, Value: Value: Regional: $50,000/ $173,579 $50,000/ $167,702 County: $50,000/ $173,579 $50,000/ $167,702 City: $50,000/ $173,579 $50,000/ $167,702 School Board: $25,000/ $198,579 $25,000/ $192,702 Sale Information: Sale Date: 1/2010 Sale Amount: $435,000 Sale O /R: 27146 -2973 Sales Deeds to or executed by Qualification trustees in bankruptcy, Description: executors, guardians, or receivers View Additional Sales http: / / gisims2.miarnidade.gov/ myhome / printmap. asp ?mapurl =http: / ... 5 / 12 / 2011 1 Master Permit No. GOLDSTAR ROOFING INC Contractor's Mune Job Address 950 NE 100TH STREET MIAMI SHORES ROOF CATEGORY O I Slope D Mechanically Fastened Tde l MortanfAdhesive SetTile O Asphaltic St-ertgles 0 Metal PaneVShingles 0 Wood Shingles/Shakes D Prescriptive BUR-RAS 150 0 MV,FEMFTZlii 11 _ MAY r: 2 'NJ L / APPROVED ir ID9C5G\IG DEP7 Miami Shores Village Fimitht Building -Code Edition Vetocky Hurricane Zone Worm Permit BY DATE Section A (General Intonn ; 11; T TO COMPLIANCE WITH ALL FEDMAL, Process Na s TAIT AND COUNTY RULES AND REGULATIONS 11011112LIErtit ROOFTYPE O New Roof Re-Roofing 0 Recovering Repair Maintenance ROOF SYSTEM INFORMATION Low Slows Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) (31G6-33.. Section B (Roof Plan) Sketch Roof Plan: Illustrate alt levels and sectImm, roof drains, scuppers, overflow scuppers and overflow drains. 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CiINria11MiiilLI■ MINIii ■M•MMliiiaadla•MiJiilii•• ••M■ iiiiiii lMM•uuI•iili ■•liuIMIINIE:a: "strut li /IIMIiaMIIIIiIINNEIREPRI 4liu1u••ii■i■ !■• ■•M iii• IiMM11iMIIMMi■ i• ■I11i•iMi•iliti ■M•■ ■nl ■ ■MMMM\ /MM ams.1•MMMIMYNINM,lIMIIiiM •u u• I•••i 1iIIM I■MMiIIMI•I••IM•i•IUMi•IIMM•i aa... say ■■..iei.assiiil•i1M•114iiii•■■ 1 • • • • • •• • • • •••• • • •••• •� • ••••• • Florida Building Code Edition High Velocity Hurricane Zone Unarm Permit Application Form Section D (Steep Sloped Roof System) NOTE: Items 3 & 4 are not required for shingles with NOA 1. Roof System Manufacturer. ALTUSA SPANISH `S' ROOF TILE 2. Notice of Acceptance Number. 07- 0919.05 3. Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations-Method 1): pmax1: 45.1 Pmaxz -78.6 Pmax3: 416.2 or 11i1,. From Sec. E, Method 2 4. Maximum Design Pressure (From the NOA Specific System): -66.5 5. Method of Tile Attachment POLYFOAM AH160 Steep Sloped Roof System Description Roof Slope: 3 ° :12" Deck Type: TYP underlayment: Insulation: PLYWOOD 5/8 Ridge Ventilation? 30LB ASTM D226 N/A Are Barrier_ Fastener Type & Spacing: 1 N/A Mean Roof Height: st 1' RING SHANK NAILS / TIN CAPS 6 INCHS ON LAPS 2x12 INCHS FIELD Adhesive Type:I HOT ASPHAIA • • . � 9OLB SBR M]i1YE1 AL IeCED Cap Shti BACIiN ED ® 12" O.0 • • • • •. l••• C y TJLT ... .. .. ••1•• .�'•• 3•C3►• 26 'AYJUE • . ••• • • • • • Roof Covering: I Type &Size Drip Edge: • • ..• • • • • • • • •• • • • • • • Florida Building Code Edition High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calkulatlons) For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr wit the values from M. If the Mf values are greater than or equal to the > values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: 45.1 xx, 0.274 = 12.35 ) _ Mg 5.27 = 7.08 N ©A -66.5 (P2: -78.6 xi. 0.274 = 21.53) _mg: 5.27 .14,2 16.26 NOA Mf 46.5 (P3: -116.2 xX 0.274 = 31.83) - Mg: 5.27 = NOA Mf 46.5 37.10 Method 2 "Simplified Tile Calculation Per Table Below" G Required Moment of Resistance (fir) From Table Below : Product Approval M f Mr Required Moment Resistance* 15' 20' 25' 30' 40' Mean Roof Hutt ---► Roos Scope + 212 34.4 36.5 382 39.7 42.2 3 :12 32.2 34.4 36.0 37.4 • 39.8 4 :12 304 322 338 35.1 37.3 5 :12 28.4 30.1 31.6 3Z.8 34.9 6:12 26.4 280= 29.4 30.5 32.4 7 :12 24.4 25 9 27.1 28.2 30.0 *Must be used In conjunct with a list of Moment Based Tile Systems endorsed by the Broward County Board of Rules and Appeals. For Uplift Based Tile Systems use Method 3. Compare the values for P with the values for Fr. If the F' values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" Product = xw: )- W: x cos 8: = Fr,: Approval F Product x w:= ) - W: x cots 0: = Fr2: Approval F' Product = x vr_= ) - W: - x cos e: = Fri: Approval I: (P2: 023: x 1: x!: Where to Obtain Information _ Description Symbol Where To Find •••• Design pie P1 or P2 ar P2 RAS 127 Table 1 _ or by. pn ,engb prepared by PE based on ASGET • . •inalysiv _ • • •: Mean Rom Height H Job Site • .• • • . Roof Slope _ 8 Job Site • Aerodynamic Multiplier A Product ... _ _ e • • •.: Restoring Moment due to Grady Pry Approval • .. - Attachment Resistance M1 _ Product Approval 66.6' • • . • • • Required Moment Resistance Mr talculatr d ' • • • • • • • • . Minimum Attachment Resistance F' Product Approval .. • • . Requked Uplift Resistance Fr _ calculated ' • • • • • •... • , Average Tile Weight W Product Approval Tile Dimensions Length sv=width, Product Approval oak :illations must be submitted to the Bulling Official at the time of tuft application. Roof 09127/05 •••• • • • •••• • • ••• • • ••• •••• • • .• • •'. • • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402..13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (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 to be performed. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ove aded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers i••••• accordance with the requirements of Sections R4402, R4403 and R4413. • • . • . • ••• •• • ••• • • 7- - Ventilation: Most roof structures should have some ability to vent natural ail & W through the interior of the structure assembly (the building itself). The existing amount of attic vent venfilotagg shall not be. • reduced. It may be beneficial to consider additional venting which r ;Result in extendlrtg,u 'serviceligegf; he of. • ? ••• Revised on 7/9/2009 LD Contractor •'r`ature • Date • • • • • • •• • • • • • • • • • MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) NIIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Clay Forever, LLC 6801 NW 771h Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to bx used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to mgt the requirements 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 of the Florida Building Code. DESCRIPTION: ; Altusa "S" Clay Roof The LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami- -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, nse, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failurre to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer of dist- In/tars and shall be available for inspection at the job site at the request of the Building Official. • • • • •; . • 0.. This renews NOA #06 -0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • • • • •• •• • • • • •• • • • • • • •• •• • • • • • • • • • • • • • NO'A No.: 074919M5 Expiration Date: Id/W $ Approval Date: 12/20/07 Page 1 of 7 • • • • • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tildes, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Altusa One Piece `S' L = 18'.x" Tile W = 10.5" 1" thick nominal 3.25" high Length: varies Width: varies varying thickness L =6" D= 0.125" L &h =2" W =,y2" 0.05" thick Trim Pieces Clip Clip 2.1 SUBMITTED EVIDENCE: Test Agency, IBA Consultants, 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. Celotex Corporation Testing Test Specifications TAS 112 TAS 112 TAS 114 TAS 114 Test Identifier 2397 -116 94 -083 94-084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 Product Description High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2-1/2" Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report Date ASTM C 1167 06/28/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) . "• `. • •••• • .. Static Uplift Testing • • 'Feb. 1993'; TAS 102 • (Quick -Drive Screws, • „ • Battens) .. • • • • • .. • •• •• .. • Wind Driven Rain • „ „ •„, •Oct. *Oil*: • TAS 100 TAS 102(A) • .• • • • •May • Iit .. • NM Nb.: 07 -01$04 Expiration Date: 11116/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier CLF-003 -02 -01 7161 -03; Appendix III 7161-03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25-7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Date October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 35 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION • • • • • •• • •••. •••• • ••• • • • 4.1 'Altusa One Piece S' Clay Roof Tile and its components shall be•anstalled in strict • compliance with Roofing Application Standard RAS 118, RAS 119, and RA& +z0. • 4.2 Data For Attachment Calculations • • • • • • •• • • • • • • • • • • • • • • • NM go.: a'144m5 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight-W(f) Length -1 (ft) Width -w (ft) Altusa 'S' Tile 6.9 1.52 0.875 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf Tile Profile Table 2: Aerodynamic Multipliers - a, (fts) 4 °: 12° Tile Profile 50: 12° I (r) Batten Application 1 (fts) Direct Deck Application Altusa 'S' Tile Battens Direct Deck 0.253 0.274 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf Tile Profile 30: 12" or less 4 °: 12° 50: 12° 50: 12° 7 °:12° greater Battens or Direct Deck Altusa 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 • . • .000.0 • • • • 00000 • • • • • .0000. • • • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Nail -On Systems The Profile Fastener Type Direct Deck (Min 15/32" *wood) Direct Deck (Min. 19/32" PIywooc0 Battens Musa 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 • 2.8•••• •••• 2 -10d Smooth or Screw Shank Nails 6.9 9.2 • • • •••••• • 7$ ; • : • • • 1 . #8 Screw 28.7 28.7 •••••• N/A - 2 . #8 Screws 58.2 58.2 ,•''''. 26+$ 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 . • ' •••••• :...: • • • • 19.d • o 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 •' ••• • . • ' • • - • 24.0 • • 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 • • • • 38 4) • 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 • • • 41.$ • • • • • 1 Screw with Altusa Clip (See c ip details) Altusa °S° Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa "S" Tile' 1 Screw with clip (at the water course of tile) 35.2 35.2 N/A 1. Screw must be Installed in the inside nail hole located nearest to the hump of the tile. NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 • . • .000.0 • • • • 00000 • • • • • .0000. • • • • Table 6: Attachment Resistance Expressed as a Moment M, (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa `S' Tile Adhesive 29.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M, (ft lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa `S' Tile Polyfoam POIyPr0TM 66.54 Polyfoam PoIyProTM 38.7b 4 Large paddy placement of 63 grams of PoyProTM. 5 Medium paddy placement of 24 grams of PolyProTm. Table 8: Attachment Resistance Expressed as a Moment - M,(ft Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Altusa `S' Tile Mortar Set' 24.50 S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's nainv or lbgp, o� following statement: "Miami Dade County Product Control Approved ". • • . • • • • • • •••• •• • ...... • •• .0000. • • • • a..n�sa MADE IN v�QUa.�ac:�� *••I.k 000000 • IDENTIFICATION MARK FOR ALTUSA `S' CLAY ROOF TIC H • • • LOCATED UNDERNEATH TILE • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 0.0.00 • • • • • • • PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE CLIP DETAILS °SPANISH S° 71.E BY ALTUS CM') 2 -712° OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE • • NEAREST TO THE MUNlebf THE T rE • • • • • •.. • • • • .0000. • 00•••• DEC.it • • • • • • • • • CLIP WRH ONE (1) SCREW ATTACHED TO DECK •••• • • •••••• 0000• •••• • • • • •• •• • • • • •••••• • • •0001• • • • • • • • • •0000• • • • • • • • • CUP • NOA No.: 07-0919.05 Expiration Date: 12116/12 Approval Date: 12/20/07 Page 6 of 7 • • CLIP DETAILS (CON'T) END OF THIS ACCEPTANCE • • • 000000 • • • • • • • • • • •••••• •• •• • • • • • • • • • • • • • • • • • • • • NOA No.: 07.0919.05 Expiration Date: 1/16/12 Approval Date: 12/20/07 Page 7 of 7 • • MIA M MAD* BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of Florida - Building- Code.- __, DESCRIPTION: Polypro® AH160 •••• • • RENEWAL of this NOA shall be considered after a renewal application has been filed add then has begn ,q change in the applicable building code negatively affecting the performance of this product. . • • • .• • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revjIpp or change inthe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of an, • • product, for sales, advertising or any other purposes shall automatically terminate this NO '1 i e to ('j plus 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 f ettr&I by • the expiration date may be displayed in advertising literature. If any portion of the NOA is .4igp1*ed, then it shall • be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 1 of 7 • • • • ROOFING ASSEMBLY APPROVAL: Category: Roofmg Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 as mamifactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPaek® 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbslft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise • 0.08 Lbs./Ft2 3.1 Perm / Inch • • • • • .. • • •••• • • ... • • • .. .. • .. • ... • • .... • • • • • • • .. • • • • • • • .. .. • • • • • • • • • .. • • +0.07% Volume Change @ -40° F., 2 weer +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13106 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109-2-1 • • LIMITATIONS: • . • • • •. • •••• • ••• • • • .• • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Ar VER:0.y for Wig• rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. • • •••• • • • • • • 3. Minimum underlayment shall be in compliance with the Roofing Application StaittiarilitAS 120. •• • • • 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. /� F` k\ 21 r= • MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHi 60 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypi-00 A1-1160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A11160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profiig . • • • Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two P44iy,VVeigNt per paddy Min. (grams) •. Flat, Low, High Profiles #1 35 I'7A• • High Profile (2 Piece Barrel) #1 17 /side on cap and 34/pan T»4. • ; •' Flat, Low, High Profiles #2 24 QUA • ; • Flat, Low, High Profiles #3 :A..: LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY • • • • • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 • • • • • • • • J l ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY •••• • • • • •••• • • • •• • • ••• • • • •• • • • •••• • • • • • • • •••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • • • • • • • • • • • • • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Single paddy between tile ,e' 3 ,e't in.x 3 In. sin* ply one S111910 PaticlY on top of tile Ewe Course Eave Closure 2 in.x 7 in. medium size ; paddy eave course only END OF THIS ACCEPTANCE •••. • • • • •••• • • • • •• • • ••. • • • • • •• • • • • • •••• • • • • • • • • • •••• •• •• • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • • • • • • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177282 Permit Number: RF -11 -11 -2131 Scheduled Inspection Date: September 06, 2012 Inspector: Bruhn, Norman Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: GOLDSTAR ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060340200 Phone: (954)566 -8494 Building Department Comments RE -ROOF EXISTING TILE ROOF GO BACK WITH S TILE. Passed Failed -7-6114 Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 177111. CREATED AS REINSPECTION FOR INSP- 171325. CREATED AS REINSPECTION FOR INSP- 166775. Provide engineer connection detail and uplift for gutter attached through roofing drip metal. NB NO LADDER/PERMITS. JR Same comments as previous and provide permit and plans for inspection. September 05, 2012 For Inspections please call: (305)762 -4949 Page 14 of 26 4 To: Re: Subject ENGINEER'S REPORT Miami Shores Village Building Department KENNY KOTALIK 950 NE 100 STREET MIAMI SHORES, FL 33138 Gutter System at Kotalik Residence RF11 -11 -2131 AND RF -5 -11 -982 Date: Monday, September 03, 2012 AREA OF CONCERN An Inspection of the Gutter System at the above property was conducted on August 10, 2012. The purpose of this Inspection was to determine if all work was performed to FBC 2010 standards. Our inspection found the Gutter system were installed as per FBC 2010: The pins original pins were removed and up graded to 8" ring shank pins previous pins were the regular 46" once center. The seven inch pins were considered suitable for this job. SUMMARY In summary, it is our professional opinion and experience that the above mentioned work does not need any further work to be done to be in compliance. All work was done per Code and is structurally Sound. Thank you for your time in this matter. If you have any questions or comments, please do not hesitate to cont me at (754) 422 -3301. M• ''� " souri Chief gineer P.E. 61969 3711 SW 47th Avenue • DAVIE, FL 33314 •TEL: (754) 422 -3301 • FAX: (877) 860-4128 • H I I P: www.amd- 3d.com Miami. Shores Village Building Department 10050 N:E.2nd Avenue, Miami Shores, Florida 33138 TO: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 NOV gRaEgV3ini jal 1 6 2011 Ay Permit No. (I ^ 2) 43 1 Master Permit No. (44 3-1 909 Permit Type: BUILDING ROOFING �/� �j OWNER: Name (Fee Simple Titleholder): ,� %��Id 7 #9(- K.- Phone #: Address: 9c0 g ,�' / C7 City: / q � / J State: 61604 Zip: 331 ?? Tenant/Lessee Name: � Phone#: Email: JOB ADDRESS: %>Q /V & l,16 57,-,-"f City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: Phone#: 9S©- « /'-1 // Zip: - -e0 CONTRACTOR: Company Name; ��y OS /,s //(/ Address: /1/5 vtOp 7rt'l /moo City: ,:e77 £ '4 7 4 State: Qualifier Name: SA/6ff k// State Certification or Registration #: V95 Contact Phone#: 1:5-6(-401- r 7� ® % Certificate of Competency #: eR DESIGNER: Architect/Engineer: Email Address: Phone#: Value of Work for this Permit: $ ��..,� Square/Linear ;Footage f Work: epair/Replace °Demolition Description of Work: �/�f 'r ' �� °�� 2 € X49, -042 • )/'7G Type of Work: °Addition °Alteration UNew (OOLn.� 0v ***************************************Fees * *- ****** * ******** * ** * * * * * * *** *** * * ***** Submittal Fee $50 Scanning Fee $ Notary $ in /Education Fee $ Double Fee $ Structural Review $ Permit Fee $_fac2f4±1 CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDPITONERS, 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. W 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged wner or Agent s/ The foregoing ins i u nt was acknowledged before me this /T day of %' ftf0,20 `/ , by / Aid , who is personally known to me or who has produced 14- /✓Z-°' As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expi NOTARY PUBLIC -STATE OF FLORIDA Mait Kaur Commission # EE075006 .,,, „,;,r' Expires APR. 09, 2015 BONDED THE WATLANTICBOND= CO, INC. Signature Contractor The foregoing instrument was acknowledged before me this /f day of (42/406a--, 20 // , by ho is personally kno o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: i*-STATE OF FLORIDA "°'.,, It Kaur Print: Manjit Commission # EB075006 My Commis ;• ^- :,),:': s APR. 09, 2015 Bonn THRDATLANTIC BONDING CO.,IlNC, **** &******* k************* ds*************** ********** ** ***** *** ******** *** k ******** ******b* *********8*Ak**** APPROVED BY 7/rf /�a Plans Examiner Zoning • Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk p Miami Shores Village mOepvoe ®e Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: /7 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: iZe-Wo'fi Property Address: Roofing Permit Number: ff --/14/ 213/ Dear Building Official: I 5( ,274'z/c. certify that I am not required to retrofit the roof to wall connections of my buildi s because: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) gnature State of Florida County of Dade The undersigned, being the first duly swom, depose aid says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this day of 4/'"Ku— c NOTARY PUBLIC -STATE 01 nom Msrtjlt inup Commission # RE 073004 •..,; ....' Expires: APR, Old 2,00 Aso1Hu=me BON O, Ea Print Name Notary Public, Sate of Florida at Large AvAr iffaz- • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 3erty Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Aerial Photography - 2009 0 INIMMINNIIIM+ 115 ft This map was created on 11/15/2011 9:25:16 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Folio No.: 11- 3206- 034 -0200 Property: 950 NE 100 ST Mailing KENNY B KOTALIK Address: 1 Living Units: 950 NE 100 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE GLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,533 Lot Size: 17,850 SQ FT Year Built: 1952 $01$411,162 MIAMI SHORES SEC 8 City: PB 14 -33 LOTS 5 -6 -7 Legal BLK 170 LOT SIZE Description: 150.000 X 119 OR 17506 -4416 1296 4 OR 27146 -2973 0110 19 Assessment Information: Year: 2011 2010 Homestead: $21 946 $269,570 B'uildinnQ Value: $195,216 5,317 Market Value: $411,162 $46'47887 Assessed Value: $411,162 $223,579 Exemption Information: Year: 2011 2010 Homestead: $0 $25,000 2nd Homestead: NO YES Taxable Value Information: Year: 2011 2010 $435,000 Applied Applied Taxing Authority: Exem Taxable ption/ Exemption/ Taxable trustees in bankruptcy, Value: Value: Regional: $01$411,162 $500001 $173,579 County: $01$411,162 $50 0001 $173,579 City: $01$411,162 $50000/ $173,579 School Board: $0/$411,162 $25 0001 $198,579 Sale Information: Sale Date: 1/2010 Sale Amount: $435,000 Sale 0 /R: Sales Deeds to or executed by Qualification trustees in bankruptcy, Description: executors, guardians, or receivers View Additional Sales http: / / gisims2.miamidade.gov/ myhome / printmap. asp ?mapurl= http:... 11/ 15 / 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. V COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. , COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. V COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: G6 5 /&90~6 14C BUSINESS ADDRESS: /f/,‹ /V &i CITY oeer /40M60,76-/S STATE 4441 ZIP CODE BUSINESS PHONE: ( 95q) 6 FAX NUMBER (t /) -W9 CELL PHONE (6)(-511) I -0q q QUALIFIER'S NAME: 6' a' 6/4/4x7 /�4,4 QUALIFIER'S LIC NUMBER: CCc 795 E -MAIL ADDRESS (IF APPLICABLE): S? °WA* 67 467"11" ' C& Created on 3119109 BY MLDV J RV 3126109 MLDV -JIMATP ,. BATCH NUMBER a' a - 0? ,14/2010' 09.0475096. ` The ROOFING. CONTRACTOR Named below = IS'CERTIF Under the provisions o Expiration date: AUG 33 1SPLAY-AS REQUIREiSBY BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft Lauderdale, FL 33301 -1895 — 954-831-4000 VALID OCTOBER'', 2010 THROUGH SEPTEMBER 30, 2013: DBA: - Receipt#: 329 -22076 Business Name: GOLD STAR ROOFING INC Business Type: ALL OTHERS (WAREHOUSE) Owner Name: BALBIR S SNR KANDOLA Business Location: 1115 NE 7 AVE Business Opened: 02/16/2001 FT LAUDERDALE StateI ounty/CertIReg: Business Phone: 954- 566 -8494 Exemption Code:NONEXEMPT Rooms Seats 1 eitachtnes Professionals Far Venn Badness Only Number of Machbvem Vending Type: Tau Amount Transfer Fee NSF Fee Penalty Prr Years Collection Cost Total Paid 33.00 0.00 0.00 0.00 0.00 0.00 33.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY 1N-YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Meiling Address: BALBIR S SNR KANDOLA 1115 NE 7 AVE FT LAUDERDALE,' FL 33304 Ties tax is levied for the privilege of doing business within Broward County and is rem-regulatory in nature. You must meet all County and/or Munldpality planning and zoning regzdremenis. This Busing Tax Recce must be transferred when the business is sold, busing name has changed or you have moved the business location. This receipt does not lnd'xaie that the business is legal or that ti is in complbbnoe with State or local laws and regulatiosm. • Receipt #0]A -09- 00023991 Paid 07/13/2010 33.00 A lto CERTIFICATE OF LIABILITY INSURANCE 1 lir 05 / 12 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDS) BY THE POUCIES BELOW. THIS CERTIFICATE OF MMURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policyQe sj must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the I cy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ruoour.ER efokate if eheatit, agatt AMD INSURANCE GROUP INC. 1811 BANKS ROAD MARGATE, FL 33063 CONTACT 954- 970 -4760 1 ,e,,,t954 -697 2221 No. Ex* utic. :AMDINSURANCEQYAHOO.COM PROD CUSTOMER INSI RER(S)AFFORDINGCOVERAGE NAGS INSURED GOLD STAR ROOFING, INC. 5381 W BROWARD BLVD PLANTATION, FL 33317 *NSUREtA: LANDMARK AMERICAN INSURANCE 00 INSURER a:ASCENDANT COMMERCIAL INSURANCE INSURER C: INSURER D: INSURERS: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUB.EECT TO ALL THE TERMS, EXCLUSIONS AND common OF SUCH POUC1ES. LINTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY TER POLICY ET POLICY ESP ThIMIDDITYTY) LBA095803 -00 10/20120101012012011 EACH OCCURRENCE DAMAGE TO RENTED PREMISES tEa Saar e) MED Ede (Any one meson) PERSONAL &AOV INJURY GENERAL AGGREGATE 1,000,000 $ 100,000. s 1,000,000. s 1,000,000. morgue= -C ioPAGG 1,000,000. $ CA-26746 04/2712011 04/27/2017 =AWNED SINGLE LUDT (Eat IRMILY INJURY (Perms►) s 10,000. I0DILY INJURY (Peraccddea9 $ 20,000. PflOPERTY DAMAGE (Pea 9 $ 10,000. UNINSURED a MOTORIST N/S s RESIDENTIAL AND COIIERCIAL ROOFING INSTALLATION AND REPAIR EACH AGGREGATE $ S S EL EACH ACCIDENT EL DISEASE -EA EMPLOYEE $ El_ DISEASE -PIN ICY UMW $ CA -26746 0912712011 04/27/2012 ACTUAL CASH VALUE - $500.00 DED DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (Attach MOLD 101, Additional Rarattm Schedule, Reim space Is =Raked) AS moms, FORM sEcnossuusispi, FLORIDA s mums, THE LEDDIEURAl POUCY(S) cm SURETY MAY Nam MIMS Timm DRYS MITES NancEBYTHE INSURER TO THE DEPAM TOF HISIMIAYSAFETY ANDM REFOCUS, SULUSO DAYS NOTICETO COMENCEPROMIIIE DATENOTICEIS RIR svntEDERetosEur.- 97ISUZUVIN# 4KLB4BIR9VJ000614. 05 DODGE VIM 1D7HA18246.i2313813 02 FORD F1501FT101107662KE19405 - CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT 19959 NE 2ND AVENUE MMAIVII. SHORES FL. 33138. FAX *305 -756 -8972 SHOULD ANY OF ME ABOVEDESCRBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE ;THEREOF, NOTICE WO.L SE DEUVERED IN ACCORDANCE WITH THE POLIGYPROVISIONS. AUTRORIDrTATWE ettadrea.e..kause," ACORD 25 (20991091 ®1 -2009 ACORD CORPORATION. All rights reserved. The ACORD manor and Irmo are reals Bred mariso%ACORD CERTIFICATE OF LIABILITY INSURANCE Isl?Inelsronnr.n.m 05 /121 .2011 THIS CERIN:ICATE IS ISSUED AS A WAITER OF DIFORATAINNI ONLY APO CONFETTI NO REIMS UPON THE CEITIMATE HOWER.- TiffS CERTIFICATE DOES NOT AFRRWAITVELY OR NEGATIVELY ANEW). Emma Mt ALTER THE COVERAGE AFFORENR) BY THE POLICES BELOW. MS CERTWEATE OF RWINTAIN:E DOES NOT CONSTITUTE A CONTRACT BETWEEN THE NISINNG aisuramm, AUTIENTREO WWRESENITATIVE lift PROOLCMANG CERTWICATE MEER. NWCIRTANT: If the certificate Adder Is an AINNITINIM. �18W1, the pofty(les) must be endorsed. MI StEROGATION ES WAIVED. subject to the terms and =salons Wale path*, certain poifdes Inas sersdna an Endorsement. A $ IMEmett =MS certhkate does rad confer sights to the certificate hokterM Neu **such endissenendfs). PROCRXER 1-407-641-8672 A.T. lasruance Gaup 400 Executive Way Drive West Pm Beach, R 33401 1-407-641-8672 raw. Cedfttdion Velkaiiint Dept (QRLANDO OFFICE) WiLee 1-407-641-8672 1 MN* 1-407-641-8672 AbORESS SISURERSOAFFORLUNGCOVERAGE SOURERA: AUTIRED 1-954-401-8494 Gold Stw Roofing, Inc. 1115 NE 7th Ave Ft. Lauderdale, FL 33104 INTAMBUS: SORMER * anummo:Ace Insurance Company RISURERE: SOMME: COVERAGES COMRCATE NIMIBEit REUNION NUM3E* THIS IS TO CERTIFY THAT THE PINICES OF INERMANCE MED BEMIS HAVE SEEN ISSIED 10 1118 INSURED NAM ABOVE FOR THE POLICY PERIOD itanCATED. NOTWITIMOVEMIG ANY REOUIREEENT. TERM OR CONDOM OF ANY CONTRACT OR 011ER IXICUSENT VIM RESPECT TO WHICH TEE CERTIFICATE MAY IS OR MAY PERTAIN. um eauntArcE AFFORINED BY HE MUMS DESCRBED MEW IS INSECT TO ALL TIE 7Mte. EXCLIMIONSANDCONCTIONSCW MEM FUMES. LENTS ERWIN MAY HAVE SEEN REDUCED SY PAID CAWS. MAR ASSMINTR 11/ POUCYNUTMER DIWTAIPErT1 AM% PEOFINSURARCE LIS GEMERtd.LIMALITY COMERCIALGENHat. UMW/ CMAISTATTE 1=1 OCCUR GEM. AGGREGATEISSTAPPUESPECt —1 pawl Fl ,EP% Flu= EACHOCIERRENCE $ CASTAGETOREIRED PREINSESTETAI $ MEOEXPTAnyane moots) PERSONN. & RARITY 1 $ GENERAL AGGREGATE PRODUCTS -COSE4OP AGG AUTOITOTALEMEAMIT L._ AM' AMU AU. (PAWED AUTOS HIRED/4YMa SCREWIER AUTOS NTRAGRASED — AUTOS COmmlEnsINGLELEffi' Ea $ WAXY MAW (PerpersasS IMMIX ETATRY:ANnwsockunS ' reaserarimence Alhusdreati $ URBRELIATIA8 I I OCCUR EXCESS *MB CIAWASSIATE CEO 1 RETENTIONS o�� AGGREGATE $ $ VOURSEISCOMPOISMON AMTEMPUTTERMAGIRY TIN PAYPROPRIEFORIPAMNBAIDECUTIVE El OFFICERNETREREXCLUMETT Slandeloiorin NW landesperader OF OPER/MATS b*zo WC74899102-0711 07/0112011 03101/2012 11Sysffilffstil 1%"- ELEAGITACODENT $ lINXIIXX) ELVISEASE -SUMMATE $ i.M.000 El-DISEASE -POLICY UTST totah00 DEmmemoNEFOPERAMENIMAMMEMINUVERCLES MesabACOMrsnammistaiRomadaSemdde,Ifsarsespaceismorpdredi No special provisions or movie's have been attached This certificate covers code 5551 Residential and Commercial- Roofing. This Certificate ONLY cows Workers Compensation in the State of Florida. - • - MIAMI _ MiAmI SHORES VILLAGE BLDG DEPT ' 10050 NE 2ND AVENUE . . . _ MIAMI.SHOREB . • , FLORIDA "B3138 - . - - - . FAX # 305-756-8972 , _., ___ _ - _ SHIEHMAWYOFTIM move DEscanum Poucas BE CANCELLED EEFOIRE iim EXPEUMON OWE n, NOTICE RE MIMED IN ACCORDANCEWITIRMIEPOLICYPITEIMONS. ; i AUMH311/14;/544/251;21 ' ( „, - / 1 —W111111, ACC= 25 12010/05) • • IS813-201 ACORD reservecL The ACINE1 name and logo are registered nudes of RD Ac+r RI CERTIFICATE OF LIABILITY INSURANCE DATE 1 10/ 2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AIM COMM NO Rom UPON THE CSUIRCATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE MSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSU RED, the policy( ) must be endorsed. If SUBROGATION IS WAIVED, subject to the tarns and conditions of the policy, certain policies may requke an endorsement. A statement on lids certificate does not confer rights to the certificate holder in lieu of such s). PRODUCER ehistineSduradt,Ograt AMD INSURANCE GROUP INC. 1811 BANKS ROAD MARGATE, FL 33063 CONTACT NAM PHONE ,54- 9704760 6441WIDINSURANCEQYAHOO.COM PRA MISIOMER was 1 Mg. , 954- 6972221 ®LURED GOLD STAR ROOFING, INC. 5361 W BROWARD BLVD PLANTATION, FL 33317 AFFIMIDING COVERAGE INSURER A : NORTH POINT INSURANCE CO NAIC IF »B:ASCENDANT COMMERCIAL INSURANCE DIMMER : INSURBID: INSLIRERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDIflON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICES. UMTTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- mamma OMR sea POLICY LTR TYPE INSURANCE A GENERAL LUURLITY X CCMMERCIAL GENERAL LIABILITY IXIO X $500.00 DEDUCTIBLE GENT. ACX4REGATE IMUTAPPUES PER POLICY —1 " n Lc 2011186 %WTI% YYYI 10/20/2011 10/20120 AUTOMOSILEUA ILA Y ANYAUTO ALL OWNED AUTOS X SCHEDULEDAUros ABED AUTOS NON -0WNI D AUTOS X PIP 10,000 CA -26746 04/27/2011 04/27 OCCURRENCE a 1,000,000. 3 MED EXP (Any aa PERSONAL BADV BAY GENERAL AGGREGATE PRODUCTS - c/OP'AGG COMBINED S»EUNIT (Ea ODDLY INJURY (Per pmsat) BODI.Y INJURY (Paact:Mei j UMSRE , e LAB EXCESS DAB DEDUCTIBLE RETENTION $ PROPERTY DAMAGE (Peras+den9 UNINSURED MOTORIST N/S EACH AC,GA1E 100 000. s 5,000. 1 000 000. 10,000. 20,000. WORKERS COMPENSATION AND/ n yes RP Dtt� RI D? (Ifiatulatory In NH) UESCd n OPERATIONS below NIA RESIDENTIAL AND COMMERCIAL ROOFING INSTALLATION AND REPAIR SERVICE NC STAID- OTH- is 10,000. 10 000. E.L. EACH ACCIDENT EL DI -EA o- $ B PHYSICAL DAMAGE CA -26746 EL DISEASE -POLICY LUST $ 04/27/2011 04/27/201 ACTUAL CASH VALUE 4500.00 DED DESCRIPTION OFOPERATIOkS / LOCATIONS ,VEHICLES (Albtab ACORD 101, Additions! R rks Schedule, Sauna apaaels AS PROVIDED FOR IN5 FLOMA STATUTES, TIM =ED INIKIRANtE POI CR SURETY BOM }MAY NOT BE CATIO32DON U3SIRAN =TUNSWRITIMS NOTICE 13Y THE INSURER To THE DEPAITTNENTOFH1 ►YSAFEIYANDMOTORVEHI LES, MICH =DAYS NOTICETOCOMMIMCEFROM 71I=DATENOTICES R BY MIEDEPARTNERE 97ISUZII VIP# 4KLB4B1R9VJ000814 06 DODGE VINO 1D7HA18246J231388 02 FORD F1501FTRW0713521M19405 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES BUILDING DEPT 10050 NE 2N AVENUE MIAMI SHORES. FL 33138 FAX # 305-756-8972 SHOT Atr1rOF THE ABOVE DESCHIBED POLICIES BE CANCELLED BEFORE THE EXPUtATKMI DATE THEREOF, NOTICE W U BE DELIVERED IN ACCCEDANCEWTTH THE POLICY ACORD 25 (2009/091 Aun eheidirtioartessif ®1988 -2009 ACORD CORPORATION. All rights - reserved. The ACORD name and loco are registered marks of ACORD PDF created with FinePrint pdfFactory trial version http: / /www.fineprint.com SECTION 1525 High Velodty Hurricane Zones Uniform Permit Application Florida Building code Edition High Velodty Hurricane Zone Uniform Permit Application F INSTRUCTION PAGE CS MPLETE THE NECESSARY SECTIONS OF THE UNIFO ° ROOFING PE IT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS BELOW: Lvov 1. 6 2011 Roof System Required Sections of the Permit Application Attachments Required See List Blow Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 ate or Clay Ile 2,3,45,6,7 Metal Roofs A,B,D 1,2,3,45,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENT REQUIRED: 1. Fire Directory Listing - Not Required For Tile Which Have Valid NOA 2. 3. From Notice of Acce * , Front Page Specific System Dese:riptio Specific System Limitations General Limitations Applicable Detail Drawings Design calculations per Chapter 16, or if applicable, ' * > 127 or k 126 4. Other Component Notices of Acceptance (Skylights, Turbines, Ridge Vents, Etc.) 5m Municipal Permit Application 6. Owner's Notification for Roofing Considerations (Re- Roofing Only) Any <equir f. Roof Testing /Cancel=: on Do= entation PB 1949 Roof 09/27/05 2011 „zip: BuildingOockt yew ---- 1-ligh Wooly 1-haricarna Zone Unftm PermftrApprzitkm ERMT -1)—rb Miami Shores Village APPROVED BY DATE Section A (General 1 r• tC,'IMPLIANCE WITH ALL FE AND REGULATIONS Master Permft No. i9o9 Process No. /2)C 1 -P-DTS Coniractors Name GOLDSTAR ROOFING INC Job Address 950 NE 100TH STREET MIAMI SHORES O Low Slope O Asphaltic Shingles O NSW Roof ROOF CATEGORY O Mechanic/Ay Fasienal The O Metal Panel/Shingles 0 Prescriptive IRIR-RAS 150 ROOFTYPE Re-Roofing 0 Recovering 0 Repair ROOF MIEN DIFORMATION Low Slope Roof Area (SF) Stew Sloped Roof Area (SF) Tolal (SF) 0000 SF MortadAdheshe Sane O Wood ShinglesiShalces • Makftenance 2580 SF Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, overflow drains. Include dimensions of sections and levels, clearly pressure zones and location of parapets. MINNIERENINIRMENINININININIIIINENRINNERININININNINININNIERRINSIR•RINSINRINERINNIMINE RINIMENINININNINNIIIINEINNENRINININNIIIIIINNININININNINININNIINNINNNINNINNININNERMINNIN itimumonsmininiasinsuisimumminsiiiiienassissimmEsmommismnism IMINENNENNINRININNIIIIMINININNIIMNIRRINNNINSINNININNINININNIIIIIIIIRINNIIININMINNRINNE MININNINNEINRINENNINIIIIIIIINNINNINERINNIIIININWNINNNININNIIIIIIIIINNNINNINNIMINININE INNINNIIINIINIIIIIRNINIMINNINNRINNINNENIINNIENBIIIIINIEMMIllmlinimPRONTRIAPInt""PET!"" MINIM anamisonsmansimassamsionsir. INMMIRMINIERNIN•• INNMENNINNINNIAREIRINNEINNEW •UM• I MIINNINI••IN•IIIINNINIIIIMINIV.111 INENNIMMIRRIERRINNIMINIMIENINUMENNINNENNEWAI INMNIE inizsmesaisimsamensummairm INNIMINSIMENNATMONIMMENENNIIENININREERNIMEWEN ININNME MNINNERNRININININNENNINENIMIRNili IIINIFININNINIIRt'alinif IENIONNIMMINSINNINENUNIK ININNE MILININNRIENNRIERRRIMIRRIMMENININIII IMMINIMMININININNIINE ' ININNINNINNEMIININ'AMMVAI INININ ININENNIMNENN•NINNRINNINERRIMENNIrk RINNIRMINNERININNMENNI NMENNINININININNIUNEVEN RE•• MIEIRIMIk-z■egrinniermairkm•aliassimatimismitioniciftirIENNININNNNIMINENNMMINI-INENNMENNENNENNUNIEPANN MINNIE REIM REInINININENININININFINIMNIC7ININIRMINNINIERMUIruffinimsnarisamminraim Ihill REMN•I IIIIIIOIRMINNININNININIMANNENIMOMININIIRNIREINIMINNI INNINININNERNIMNIPAIRINI ININIER RNINIIIINSINN2iNNININIONININNIAININNAINIli:INNINIIIIENINNIRLINIIIINININNETAENIPANEINNINIIINE INIRNIN RININNINgININIIIIIIINI'INININNNINEZAINMENININIIIIIINININ3IRMINIMINEJNIININN BREW *WEN NRINIVInia.liksiainstaii INNINNIIIIIIIIiia•MNIIIMINRNERNINNININEWINIPANNINNIII NUMB IIIMNI NONNi.i121NORNIZINININNIIMININNIINISINIWRNINNENNINMENNEININIVANNWAININININININNE surmai nomaii:ilaiiiimaziiiissimmenuaNINININSZImisminumuumaribemaiiiiiilaiiiiiirai mom mini I sa11ionnaminail sinbzwu,no1mmirassmin memoa••n••■•nNizINNinINi NisiiiiiiiimMMINNILINIiNImMIIEnNWrINERNM ssiona 11.111 •111,1/11 m MOM MINIIN WE: - HEM i11111111111111111MMENIINCT 011111111111•Elli iNNIMENNENNEINERRIMINNENERNNRENNONIIIIINMIKEMERIN Immo MIlri NIIIMINININIP.mMMIRIIIINIVIENNENNIMENNEZ IITIFIMMIIIIINNIRIRNINilMNRINNNINERMLAINN INURE IireitENININMENRINEMIINNIMINIMUERNENNIINNERNIi4NI,NINNINNEIMNINNEINILEHRENNERNNONIN URINE 11 o1hi3mansusasusrvama11111/1111111111111M11111111111111111111'111111111111111INVIIIIIIIINI011111L111111•1111.1111111211•1111111111 MN rINREIRMANIMMINVERNINNINT/NEINNINNIMINIININNIrINENINZWiiiiiINNIONINEININENINNIENZINNIN in ik INNLIINNIIRINII minnumiaminumisiniminanuaissimigininiairtiarannitima ammo ammo IN 11 11INIMINIRRINIINIIINNIMENNININININNININNIVI via•miiiiiiamenaimas INNENNIN•iriNWANNINE vie giklwelikiiimENNIIIIIIIIIMILAIRIRIIIIIIIIINNERMIL ANNIIIIIII1IIINNINKIN INNINNINNINNININNE VI EIN4,NNIIIiii iiiiii 6 II iiie:..:-..-7.1.-4:01INNINNINNIIIRMMIRIRNMOSNNNSMIRMINNIINNNI13 IMNRIRRIRNNERINNEMIRE ii if INFAIMININNNIFINIIIIIINCINNININNORNEMIERRIINNIENNNMENENENNIERI MINNININEINNIINNIME 1 1 11-4111111111111111111111111 INNINNINIRININNI*EdaliiiivriiiiiiiikatiCaiiiiiiaiiiiiiiiiiiiiiiiiiimaimidIENIRRNIERNINENINNE RI IT ININIIIIIIIIIIIW "INN NININENNIMONNI ININIIIIIMNINENNERENINNINNINNINNERMONIMIRINNNINIIII NE r Aiiiiiiii.ii 0 1111111111111MINIIILIIIII 1111111211•111111111111•111111111111111111111111.111111111111M111111111115111111111111M RN , ENRIRINNERNIRIL ANNRINNNERINNILIE MNRINNNERRNINININNINNIONNMENINNENIINNININNUNNINISINMEN Er asummumemsremairmamismo Pionsummutiriniansimisianiiiiiimasimmomma MINNIMINNININININSINININNIINNENNNIMINRIRRNIRINIVIRINNENIMENRINMNRIRIININERNISIMINNILINNIII NINININNRINNININNEIRNONININNERMINNINININNININNISENIHINININENIMISNINNININNEENIININNIN• • Florida Building Code Edition ___ • - HO Vela* Hurricane Zone lkffmm Pend Appncailmi Form Section D (Steep Sloped Roof System) NOTE Item 3 & 4 are not required for shingles with NOA 1 Roof System Manufacturer: HANSON REGAL ROOF TILE 2. Notice of Acceptance Number: 07-0914.04 3. Nlirdmum Desk,' Wind Pressures, ff AppIcalge (From RAS 127 or Cisdaikitions4Aethai 1): Pmaxl: -45.1 PntaxZ -7&6 Pram& -116.2 or 1111, From Se.. E, Method 2: 4. Maximum Design Pressure - (From the NOA Specift System): --3g-- 5. Method of TOO Attachment P°I;VF°Altel A11160 - Steep Sloped Roof System bescriotio n Florida Building Code Edition`.... High Velocity Hurricane Zone Uniform Permit Appl catiion Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mr values are greater than or equal to the Mr values for each area of the roof, then the tile attachment method is acceptable. Method 1 "!Moment Based Tile Calculations Per RAS 127" rc,i: -45.1 x . 0311 = 14_02) _ ancr 8.34 = 5.68 (p2:, -78.6 xa, 0311 = 24.44 ) ..mg: 834 (P3: -116.2 xa .311 = 36.13 j _ lig: 834 _Mi2 16.10 NOA Mr -38.7 NOA Mf 27.79 NOA M -38.7 -38.7 Method 2 'Simplified T8e Calculation Per Table Below" Required Moment of Res uce (Mr) From Table Below : Product Approval M, Mr Required Moment Resistance 15, 25' 3(Y 4p� Mean Roof Height - ---- -► Roof Slope + -... 2:12 34.4 36.5 38.2 393 422 3 :12 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 32.2 33.8 35.1 37.3 5 :12 , 28.4 30.1 31.6 3Z8 34.9 6:12 26.4 28.0 294 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of Moment Based Tim Systems endorsed by the Broward County Board of Rules and Appeals. For Uplift Based Tile Systems use Method 3. Compare the values for F' with the values for Fr. if the F values are greater than or egtuai to the Fr values for each area of the roof, then the tie attachment method Is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127` (P1: (P2: (P3:. x 1: x 1: x 1: xw= )- W: = xw= ) . W: _ )- xw= Product x cos 6 Approval P Product x cos 8: _ Fr2: Approval P Product x cos 0: = Fr3: A pravai P = Fr1: Where to Obtain information Description Symbol Where To Find Design Pressure Pr or P2 or P3 Mean Roof Height H RAS 127 Table 1 or by an englteering analysis prepared by PE based on ASCE 7 Job She Roof Slope 8 Restoring Moment due to Gravity Job Site Product Approval Product Approval Attachment Resistance Mr Product Approval Required Moment Rice Minimum Aftathment Resistance Mr Calculated Required uaele Resistance Fr Pre:tura Approval Caudated , Average Tie Wed` w Tile Mons l=lercgth w Product Approval Product Approval All c alct lattons must be subrnftted to the Building Official at the time of perrru't applies. Roof 09/27/05 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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. i— Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. V 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 to be performed. 4. Pe° Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. V- 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. u` f° Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7.- Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing am nt of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which : nresult in ext d' • the service life of the roof. i/t (Amer /A is Signatur Date Contractor ignature Date i/7/K. Revised on 7/9/2009 LD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIANII-DADE COUNTY, FLORIDA METROIDADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUIT; 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2905 Hanson Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The .Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Regal/Spanish "SS'-' II Roof i LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 02- 0916.09 and consists of pages 1 The submitted documentation was reviewed by Jorge L. Acebo NOA No..: 07- 8914.04 Expiration Date: 12/16/12 Approval Dates 12!06/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. Roofmg Roofing Tiles Concrete SCOPE This renews a roofing system using Hanson Regal/Spanish `S' II Concrete Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Regal / Spanish "S" 11 Tile . Trim Pieces Dimensions Length: 17'1x" Width: 13 'A" ' /a" thick Length: varies Width: varies 'Test Specifications Product Description High profile concrete roof tile for TAS 112 direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof TAS 112 pieces for use at hips, rakes, ridges and valley terminations. . 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Tile Nails Tile Screws Hurricane Clip & Fasteners Dimensions Min. 10dx 3" #8x 2' /2" long 0.335" head TAS 114 dia. Appendix E 0.131" shank dia. 0.175" screw thread dia. Clips Min. 1/2" width TAS 114 Min.06" thick Appendix E Clip Fasteners Min. 8d x 1 ' /�" Test Product Specifications. Description Corrosion resistant screw or Generic smooth shank nails (With current NOA) Manufacturer TAS 114 Appendix E Corrosion resistant, coated, Generic square drive, galvanized, coarse thread wood screws (With current NOA) Corrosion resistant clips Generic with corrosion resistant (With current NOA) nails. NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Agency Redland Technologies The Center for Applied Engineering, Inc. All State Engineering & Testing Consultants, Inc. Walker Engineering IBA Consultants, Inc. Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 7161 -03 Appendix II Letter of Aug. 1, 1994 P09647 -01 P0402 94-083 94-084 25- 7094 -9 25- 7094 -6 25- 7183 -4 25- 7183 -3 25- 7214 -3 25- 7214 -7 Project No. 307025 Test #MDC -76 YQ -135 Calculations 2381 -252 Test Name/Reaort PA 102 PA 102(A) PA 108 (Nail -On) PA 108 (Nail -On) PA 108(Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails PA 101 (Adhesive Set) PA 101 (Mortar Set) PA 102 (4" Headlap, Nails, Direct Deck, New Construction) PA 102 (4" Headlap, Nails, Battens) PA 102 (2 Quik -Drive Screws, Direct Deck) PA 102 (2 Quik -Drive Screws, Battens) PA 102 (1 Quik -Drive Screw, Direct Deck) PA 102 (1 Quik -Drive Screw, Battens) PA 100 PA 112 Aerodynamic Multiplier TAS 112 Date Dec. 1991 Dec. 1991 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Oct. 1994 Dec. 1998 March 1999 09/20 /07 NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miarni -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Regal/Spanish `S' 11 Concrete Roof Tile and its components shall be installed in strict compliance with Roof-mg Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 4 of 7 Table 1: Aerodynamic Multipliers - I (ft3) Tile A. (ft3) 1(ft) Profile Batten Application Direct Deck Application Pioneer Regal/Spanish `S' II 0.287 0.311 Table 2: Restoring Moments due to Gravity - MQ (ft-ibf) Tile Profile 3": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7": 12" or greater Pioneer RegaVSpanis h 'S' 11 Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 Table 3: Attachment Resistance Expressed as a Moment - NI, (ft Ibf) For Nail -On Systems Tile Profile Fastener Type . Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson RegalSpanish `S' II • 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 432 29.8 1 -10d Smooth or Screw - Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 1 33.1 1 48.1 - 1 45.2 1 Installation with a 4" tile headlap and fastemers are looted a min. of 234° from head of tile. Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal/Spanish `S' II Adhesive 29.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 5 of 7 Table 4A: Attachment Resistance Expressed as a Moment - MF (ft-lbf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal/Spanish 'Si 11 Polyfoam PolyProm' 66.54 Polyfoam PolyProud 36.76 4 Large paddy placement of 63grams of PolyProTM. 5 Medium paddy placement of 24grams of PolyProm'. Table 4B: Attachment Resistance Expressed as a Moment - M{(ft-Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hason Regal/Spanish 'S' 11 Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". HANSON HANSON REGAL/SPANISH "S" 11 ROOF TILE IDENTIFICATION MARK (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 6 of 7 FASTENER HOLES PROFILE DRAWINGS OVERLOCK NII4 " UNDERLOCK REGAL AKA SPANISH "S" II HANSON. REGAL/SPANISH'S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 0914.04 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 7 of 7 MIA MMDA� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Poiyproe Aff160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 1 of 7 S ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyproo AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications N/A TAS 101 Polypro® AH 160 Foampro® RTF1000 ProPacko 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro their tile assemblies shall test in accordance with TAS 101. A11160 roof tile adhesive with 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. W 2 MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. PolyproCI AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro'i AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro'l? AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 4 + 0 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page 7 of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 RECEIVED NOV 0 8 nil BY:_ Permit No. Master Permit No. 1 6 —1'i oS Permit T ' e: BUILD 1 ROOFING OWNER: Name (Fee Simple Titleholder): LE-ANJi-'Ell'i _� Phone #: Address: 5v City: OA i f S H Tenant/Lessee Name: Phone #: Email: State: 1 L Zip: ;LS JOB ADDRESS: City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Zip: `)mil �J Flood Zone: CONTRACTOR: Company Name: 'N`"eit-A-L l C ok..Bi L60\ J Address: Z 0-‘5C-461 V\-1 E/ -6638 City: OA- d "O' State: F L. Qualifier Name: e OLA Lea -P:7U12..2 1 (-4C- State Certification or Registration #: CC-10R l Phone #: Zip: Phone#: ', D i I Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: L� � �� Phone#: 5 62-' 35 3 e Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition alteration ONew DRepair/Replace ODemolition Description of Work: ADO 5� lt'`'C� -1 2- ca.:e 1 1, v) ************** ****** *****+ x+ x*: x********** Fees*a: ******* *** **********+r*x:**x:********* * ****** Submittal Fee $ Permit Fee $ D5- CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 0 5 1 N' 9.-Gtt 2.t/Cg� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and ' reinspe,'on fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 7 day of /VP. , 2011 , by `144 -A4V % 9�k- who is personally known to me or who has produced As identificat NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *********** N= **qi+ k*+ k******* *gs****Ns:k****** * * ** k+ k************* ***** *ak*d=* *+ kd: N: *** ** * * ***ak***** * * * ******* ** * ** ** *** APPROVED BY /1/5/1-, p/$1' (Revised 07 /10 /07)(Revised 06 /10/2009)(tevised x /15/09)'' Plans Examiner Structural Review Zoning Clerk Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs in attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package ORLANDO M. FORTUN CONSULTING ENGINEERS, P.A CIVIL /STRUCTURAL P.E. -22249 — EB — 00512 7220 S.W. 39TH TERRACE MIAMI, FL. 33155 PHONE 305) 262 -6225 FAX Project Name: K. B. BOTALIK 950 NE 100 ST. MIAMI SHORES,FLORIDA gitiAto LANDERS RE. CONSULTING ENGINEERS This submittal has been reviewed for conformance with `des°rgn concept and information given in contract document`s. Accuracy completeness, dimensions quantities, safety precautions construction means and methods, sequence of construction coordination with other trades and performance of systems rr$tL2 the responsibility of the contractor. No exceptions taken Building Authority: MIAMI SHORES,FLORJDA y a e cArrec Design Load:30 + 15 + 0 +10 psf Building Code: FBC2007/ TPI 2002 / AS Software Used: MlTek@20 /20 2000 Ver. 7.14 Project Engineer of Record: ❑ Rejected 0 Revise and Res brl't Ii -Z�11 TritT i To: Reaction Summary Job Number: Page: 1 Date: 10 -28 -2011- 8:54:55 AM Project ID: 10 -2 -10 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: 109468112 Designer: mtm Salesperson: Quote Number: Name: Phone: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: - 1 M1 45 lbs. each 10 - 3 -11 MONO TRUSS 2 -6 -4 2.12 0.00 Joint 2 Joint 8 457 lbs. 971 lbs. -223 lbs. -584 lbs. V �,�M//i 1 M2 16 lbs. each 2 - 10 - 15 MONO TRUSS I- 8- 7 3.00 0.00 Joint 6 Joint 3 Joint 4 Joint 5 0 lbs. 580 lbs. 49 Ibs. 224 lbs. - 4551bs. - 631bs. �� /_��,� - I fir/" 1 M3 22 lbs. each 4 - 10 - 15 MONO TRUSS 2- 2- 7 3.00 0.00 Joint 6 Joint 3 Joint 4 Joint 5 0 lbs. 612 lbs. 105 lbs. 244 lbs. 446 lbs. -109 lbs. ...000""•..7.............: ,,�% "r ,1 / ,M.•�" 1 M4 28 lbs. each 6 -10 -15 MONO TRUSS 2- 8- 7 3.00 0.00 Joint 6 Joint 3 Joint 4 Joint 5 0 lbs. 693 lbs. 224 lbs. 264 lbs. -468 lbs. - 2081bs. '�, d umm 1 M5 8 Ibs. each 2 - 1 - 7 MONO TRUSS 1 - 2 -12 3.00 0.00 Joint I Joint 3 243 lbs. 255 lbs. -103 lbs. -226 lbs. 1 M6 15 lbs. each 4 - 1 - 7 MONO TRUSS 1- 8- 12 3.00 0.00 Joint 1 Joint 3 Joint 4 294 lbs. 170 lbs. 237 lbs. -103 lbs. -163 lbs. - 1 M7 23 lbs. each 6 - 1 - 7 MONO TRUSS 2 - 2- 12 3.00 0.00 Joint 1 Joint 3 Joint 4 344 Ibs. 260 lbs. 257 lbs. -162 lbs --240 lbs. _, ■iiii11111■- _ 1 M8 42 lbs. each 8 - 2 - 0 MONO TRUSS 3- 0- 4 3.00 0.00 Joint 10 Joint 3 Joint 8 0 Ibs. 745 lbs. 383 Ibs. -483 Ibs. -229 lbs - 1 V12 22 lbs. each 12 - 0 - 0 VALLEY 1- 6- 0 3.00 0.00 Joint 1 Joint 5 Joint 4 310 Ibs. 445 lbs. 192 Ibs. -151 lbs. -170 lbs. - 125,1bs. 1 V4 6lbs. each 4 - 0 - 0 VALLEY 0 -6 -0 3.00 0.00 Jointl Joint3 125 lbs. 125 lbs. -105 lbs -105 lbs 4 V7 22 lbs. each 7 - 4 - 8 VALLEY 1 - 10 - 2 3.00 0.00 Joint 1 Joint 3 351 Ibs. 351 Ibs. -175 lbs. -207 lbs. 1 V8 20 lbs. each 8 - 0 - 0 KINGPOST 1- 0- 0 3.00 0.00 Joint 1 Joint 4 Joint 3 263 lbs. 353 Ibs. 263 lbs. -98 lbs. -161 lbs. -98 lbs. r ----------7 4 V8A 27 lbs. each 8 - 6 - 8 VALLEY I -10 - 2 3.00 0.00 Joint 1 Joint 5 Joint 4 3441bs. 6641bs. 123 lbs. - 1891bs. -180 lbs. - 3161bs. " 1 V8B 25 lbs. each 8 - 6 - 8 VALLEY 1- 2- 2 3.00 0.00 Joint 1 Joint 5 Joint 4 284 lbs. 401 lbs. 281 Ibs. -116 lbs. - 2271bs. - 1351bs. k t . CCtIOU.TWG EI.GINEE -a PA 9 Et3- 12 ,,> 1.1. OA -Mtn 111AI91 hasia4 A3ep an) 244-#45 FM- (M102.62-444 20 I Job 10 -2 -10 Truss M1 Truss Type MONO TRUSS City 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, Fl. 33016 7.250 s Mar 23 2011 I D: T W L41 WcQT Bn 3 I 5-1 -13 MiTek Industries, Inc. Fri Oct 28 08:54:06 2011 Page 1 HXh_aVez5yP9Sj -YKM b ?n2f4Ohgai4v315oH DTxf1 Y hxifCh rj a5ayOxyF 10 -3-11 12 5-1 -13 2.12 4 3x4 3 '� I 12 3x4 5-1 -13 Scale 4x4 5 �� = I I 6 1:17.3 w r // 0 5x6 = 10 11 2x4 II 1111110-__.01.011. 11 3x6 = 8 7 I 5-1 -13 10-3-11 , I I 5-1 -13 5-1 -13 Plate Offsets (X,Y): [2:0 -0-9,0 -3-61 LOADING (psf) TCLL 30.0 TCDL 15t0 BCLL O.Q BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TP12002 CSI TC 0.76 BC 0.58 WB 0.53 (Matrix) DEFL in (loc) l/defl Ud Vert(LL) -0.07 8-9 >999 240 Vert(TL) -0.15 8-9 >805 180 Horz(TL) 0.03 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 46 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. 5-8: 2 X 4 SYP No.2ND SLIDER Left 2 X 4 SYP No.3 2-3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 8= 972/0 -11 -5 (min. 0 -1-8), 2= 457/0 -4-0 (min. 0-1-8) Max Harz 2= 231(LC 3) Max Uplift8=- 583(LC 4), 2=- 223(LC 4) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 1413/671, 3-4 =- 1392/678, 4-5 =- 288/58, 5-8 =- 514/430 BOT CHORD 2- 10=- 832 / 1351, 9-10 =- 832/1351, 9-11 =- 832/1351, 8-11 =- 832/1351 WEBS 4-9= 0/260, 4-8 =- 1164/725 NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 583 Ib uplift at joint 8 and 223 Ib uplift at joint 2. 4) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F or back (B). LOAD CASE(S) Standard 1) Regular Lumber Increase =133, Plate Increase = 1.00 Trapezoidal Loads (plf) Vert: 1= 60(F =45, B= 45)- to- 2= 54(F =42, B =42), 2=- 6(F =42, B=42)-to-5=-226(F= B=- 68)- to- 6=- 172(F = -71, 8 = -71), 2=- 1(F =9, B= 9)- to- 7 =- 52(F = -16, B = -16) ®(AIJeavd® I1TAL QCo7M 1ffi1 GGN6ULTPIG ENGWEERS, PA CIVIL / 5116.1C1WZAL 166(F =-6 22249 E8, AVM . - ,`" . 1770 ei osh novicie I'1arf, PusvA 33611 TEL- WS) 2144236 FAX - (3011)2117.2014 • Job 10 -2 -10 Truss M2 Truss Type MONO TRUSS Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Fri Oct 28 08:54:06 2011 Page 1 ID: TWL4IWcQTBn3HXh_ aVez5yP9Sj- YKMb ?n2f4Ohgai4v315oHDTw21 daxgsChrjasayOxyF -2-8 -8 2 -10-15 N 2-8-8 I 2 -10-15 4 3.00 DT i Scale = 1:11.6 3 5x6 I 2 1 7 11110 6 __ 3x4 = 2 -10-15 l 2 -10-15 Plate Offsets (X,Y): 12:0- 5- 0,Edge] LOADING (psf) TCLL 30.0 TCDL 15:0 BCLL 8.Q BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress lncr YES Code FBC2007/TPI2002 CSI TC 0.80 BC 0.27 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ltd Vert(LL) -0.01 3-5 >999 240 Vert(TL) -0.02 3-5 >999 180 Horz(TL) 0.08 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 17 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -10-15 oc BOT CHORD 2 X 4 SYP No.2ND purlins. OTHERS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 4=- 62/Mechanical, 3= 580/0 -8-0 (min. 0 -1-8), 5= 24/0 -3-8 (min. 0 -1-8), 6= 0/0 -1-8 (min. 0-1-8) Max Horz 3= 118(LC 4) Max Uplift4= -62(LC 1), 3=- 455(LC 4) Max Grav4 =50(LC 4), 3= 580(LC 1), 5= 224(LC 7) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 Ib uplift at joint 4 and 455 Ib uplift at joint 3. 6) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard OPO®��® OM. E3Qr %UtIN COCJ9ULTPJG ENGPEERs, PA CIVIL / BTRJCIURAL II,22N49 Eli APC05512 UV bi .hill nutsvGq run, itomOA 33b5 111-- 0051217-•225 FAIL - (305) 242 -2014 OCT 3 120ij Job 10 -2 -10 Truss M3 Truss Type MONO TRUSS Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FL 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Fri Oct 28 08:53:50 2011 Page 1 I D: T W L41 WcQTBn3HXh _aVez5yP9Sj- OFOYfJsdrTgxfFsg7go l erpB4a5fBbu r?M rkXW yOxyV I -2-8 -8 4-10-15 1 2-8-8 4-10-15 4 3.00 Pi I Scale = 1:15.5 c4 3 0 5x6 2 1 7 01111 I = 1 4 -10-15 4 -10 -15 I Plate Offsets (X,Y): [2:0 -5 -0,Edge] LOADING (psf) TCLL 30.0 TCDL 1510 BCLL eta BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.80 BC 0.54 WB 0.00 (Matrix) DEFL in (loc) Udefl L/d Vert(LL) -0.08 3-5 >637 240 Vert(TL) -0.12 3-5 >450 180 Horz(TL) 0.08 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 23 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4 -10-15 oc BOT CHORD 2 X 4 SYP No.2ND purlins. OTHERS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 4= 105/Mechanical, 3= 612/0 -8-0 (min. 0 -1-8), 5= 44/0 -3-8 (min. 0-1-8) 6= 0/0 -1-8 (min. 0-1-8) Max Horz 3= 161(LC 4) Max Uplift4=- 108(LC 3), 3=- 445(LC 4) Max Grav4= 105(LC 1), 3= 612(LC 1), 5= 244(LC 7) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 Ib uplift at joint 4 and 445 Ib uplift at joint 3. 6) This truss has been designed for a moving concentrated Toad of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard I'. nagta ff't all an. for %uni CCREIULTING ENGINEERS, PA, CIVIL 1 STRUCTURAL. P!.. ,,2224% ES. 000512 . 1220 billh1121114412 mart ROAM 3300 TR. -1305) 2624225 FAX -130`) 242 -2014 OCT 31211 Job 10 -2 -10 Truss M4' Truss Type MONO TRUSS Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Fri Oct 28 08:54:07 ID: TWL41vVcQTBn3HXh_ aVez5yP9Sj- OXwaD73HrhpXesf5ckcl gR05oQpsgH6MWT7d1 I -2-8 -8 6 -10-15 2011 Page 1 yOxyE I I 2-8-8 6 -10-15 Scale = 1:19.3 3.00 FT U. 5x6 = 0 1 2 1 w'". a 7 -ter ` . 5 3x4 = • I 6 -10-15 6 -10-15 I Plate Offsets (X,Y): [2:0- 5- 0,Edge] LOADING (psf) SPACING 2-0-0' CSI DEFL in (loc) Weft Lid PLATES GRIP TCLL . 30.0 Plates Increase 1.00 TC 0.80 Vert(LL) -0.26 3-5 >302 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.41 3-5 >189 180 BCLL (SO Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 29 lb FT = 0% LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. OTHERS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-8-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 4= 224/Mechanical, 3= 693/0 -8-0 (min. 0 -1-8), 5= 64/0 -3-8 (min. 0-1-8) 6= 0/0 -1-8 (min. 0-1-8) Max Horz 3= 199(LC 4) Max Uplift4=- 208(LC 3), 3=- 468(LC 4) Max Grav4= 224(LC 1), 3= 693(LC 1), 5= 264(LC 7) + FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7- 05;146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 Ib uplift at joint 4 and 468 Ib uplift at joint 3. 6) This truss has been designed for a moving concentrated Toad of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASES) Standard j ' QraUttInda [tea 021FA %un C 44,1LT1N2 ENGWEERS, PA. Civil. J BTNXTUR41. 39 a.. Hsu ' .. ins art lut►1EtPacc 1'4w, &ova upo TN.- f:47))2444,745 ( 5 FM- W3s1 -204 OCT 312011 Job 10 -2 -10 Truss M5 Truss Type MONO TRUSS Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, Fl. 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Fri Oct 28 08:54:08 2011 Page 1 I D: T W L41 WcQTBn3HXh_aVez5y P9SJ -Uj U LQT4wc?xOpOEIAS7G NeZMtg9G P kM V89ChATyOxyE 2 -1 -7 c. CV 2 -1 -7 3.00 FIT 2 3x4 = 1 Scale: 1.5'.1' 6x6 II I 2-1 -7 2 -1 -7 Plate Offsets (X,Y): [1:0 -3-0,0 -0-11] LOADING (psf) TCLL . 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0' Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.33 BC 0.83 WB 0.00 (Matra) DEFL in (loc) Udefl Lid Vert(LL) -0.01 1-3 >999 240 Vert(TL) -0.01 1 -3 >999 180 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 9 Ib FT = 0% LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -1 -7 oc BOT CHORD 2 X 4 SYP No.2ND purlins. SLIDER Left 2 X 4 SYP No.3 1-5-14 BOT CHORD Rigid ceiling directly applied or 7 -2-4 oc bracing. • MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 1= 95/0 -8-0 (min. 0 -1-8), 3 =131 /0-8-0 (min. 0-1-8) Max Harz 1= 135(LC 3) Max Upliftl =- 102(LC 3), 3=- 226(LC 3) Max Grav1= 244(LC 6), 3= 256(LC 7) FORCES (Ib)'- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. - NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 Ib uplift at joint 1 and 226 Ib uplift at joint 3. 4) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard CCPAILTIIIQ lairaPEER&, PA CIVIL 18]id1C1U44I Pg, 22249 Ell. 1046256I3 . VW OA -30th ii .gC4 PL4t1, lidatiG4 IR* TEL- WM 244 424 MX- (3f141242 -2Wi4 OCT 3 1 2011 Job 10 -2 -10 Truss M6 Truss Type MONO TRUSS City 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 I D:TwL41 WcQTBn3HX h_ aVez5yP9Sj- I 4-1 -7 MiTek Industries, Inc. Fri Oct 28 08:54:08 2011 Page 1 UjULQT4w0xOpOEIAS7GNeZNFgG1 PkMV89ChATyOxyC 4-1 -7 3.00 Fir 3 3x4 2 Scale = 1:10.2 1 Oil 5 11111111111 1111111°' 'Ill 3x6 II 4-1-7 4-1 -7 Plate Offsets (X,Y): [1:0- 2- 4,0 -3-3] LOADING (psf) TCLL :30.0 TCDL 15.0 BCLL 0`Q BCDL 10.0 SPACING 2-0-0' Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.31 BC 0.45 WB 0.00 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) -0.05 1-4 >872 240 Vert(TL) -0.07 1-4 >644 180 Horz(TL) 0.01 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 16 Ib FT = 0% LUMBER BRACING • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-1 -7 oc BOT CHORD 2 X 4 SYP No.2ND purlins. SLIDER ; Left 2 X 4 SYP No.3 2 -1 -13 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. (Ib /size) 1= 208/0 -8-0 (min. 0 -1-8), 3= 170/Mechanical, 4= 38/0 -8-0 (min. 0-1-8) Max Horz 1= 115(LC 3) Max Upliftl=- 103(LC 3), 3=- 163(LC 3) Max Grav 1= 295(LC 6), 3= 170(LC 1), 4= 238(LC 7) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint 1 and 163 Ib uplift- at joint 3. 5) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard , + =MILTING iloWirEelil5, PA CIVIL / BTRICTURAL . G 22 9 619. &VOW511 ' . 122& IY1 3'3ih ilttimas rum fiA2210.4 39p4 T33,- (3012i2.4225 FM. (344) 2+1] -2044 1OCT 3 120 Job 10 -2 -10 Truss M7. Truss Type MONO TRUSS Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 I D: TWL4IvVcQTBn3HXh_ 6-1 -7 MiTek Industries, Inc. Fri Oct 28 08:54:09 2011 Page 1 aVez5yP9Sj- yv2jep4YNJ3FRApUk9eVvs5RfEXw8BbeNpyEivyOxyC N cil N 6-1 -7 3 3.00 FY. Scale = 1:12.4 3x4 2 3x4 • 1 OA r r Oil 5 3::::2 3x6 II 4 6-1-7 6-1 -7 Plate Offsets (X,Y): [1:0- 2- 4,0 -3-3] LOADING (psf) TCLL . 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0' Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.71 BC 0.74 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) -0.19 1-4 >373 240 Vert(TL) -0.29 1-4 >242 180 Horz(TL) 0.03 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 23 Ib FT = 0% LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. SLIDER Left 2 X 4 SYP No.3 3-2 -3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 318/0 -8-0 (min. 0 -1-8), 3= 260/Mechanical, 4= 58/0 -8-0 (min. 0-1-8) Max Horz 1= 156(LC 3) Max Upl'rt't1=- 161(LC 3), 3=- 240(LC 3) Max Grav 1= 345(LC 6), 3= 260(LC 1), 4= 258(LC 7) FORCES (Ib)'- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb 240 Ib uplift at joint 3. 5) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard ` I 1.„.,,,,,. OCT ° enclosed; C -C Toads. uplift at joint 1 and and at all panel nn 0 GAVfili TIPY ENG4aEER5, PA Cj olL / 6114WILPAL. PEE, 222 9 >:. Of2e669 ' . IVA art At, ran. 8 VIVA 13a4 T9.- WOW 24 4.4416 M*- 4a112402-4144 312011 Job 10 -2 -10 Truss M8 Truss Type MONO TRUSS Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FL 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Fri Oct 28 08:54:10 2011 Page 1 I D:TWL41 WcQTBn3HXh_ aVez5yP9Sj- R6b5r95A8cB52JOgIt9kS3edMeyxtcEocThnEMyOxyE -2-8 -8 4-1 -7 8-2-0 1 2-8-8 • 2 5x6 = 1 1 4 1 -7 3.00 12 4 1 3x4.= J� 40-9 2x4 5 II 1 Scale = 1:21.6 6 n rJ 11 9 12 � 10 -0j118 �.� 2x411 8 7 I.� 3x4= 3x4 = 4-1-7 8-2-0 1 0-1-8 4-1 -7 4-0-9 Plate Offsets (X,Y): 12:0- 5-0,Edge] LOADING (psf) TCLL . 30.0 TCDL 15.0 BCLL 0.Q BCDL 10.0 SPACING 2-0-0' Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.65 BC 0.43 WB 0.17 (Matrix) DEFL in (loc) Udefl L/d Vert(LL) -0.04 3-9 >999 240 Vert(TL) -0.06 3-9 >999 180 Horz(TL) 0.09 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 42 Ib FT = 0% LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.2ND • MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 8= 374/0 -8-0 (min. 0 -1-8), 3= 745/0 -8-0 (min. 0-1-8), 10=0/0-1-8 (min. 0-1-8) Max Horz3= 225(LC 4) Max Uplift8=- 228(LC 4), 3=- 482(LC 4) Max Grav8= 383(LC 7), 3= 745(LC 1) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4 =- 621/205 BOT CHORD 3-11 =- 296/544, 9-11 =- 296/544, 9-12 =- 296/544, 8- 12=- 296/544 WEBS 4-8 =- 572/311, 4-9 =0/283 NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 Ib uplift at joint 8 and 482 Ib uplift at joint 3. 5) This truss has been designed for a moving concentrated Toad of 200.0Ib live located - - - • • - • - - .. <t all • - nel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard C 1415 .TW R G •(GAIEERS, PA CIVIL / 6TM,CT6424I - 12149 E9. 6005512 { 1120 81u'j_i , ilk' T$• (VW 142414 M*- OM 2b2 -1014 J OCT 31,2011 Job 10 -2 -10 Truss V12 Truss Type VALLEY Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 MiTek Industries, Inc. Fri Oct 28 08:54:14 2011 Page 1 I D: T W L41vVcQTBn3HXh JtrchX8gBrhXXxh RXi EgcvpM oFJ M pRoN W5f7N7yOxy t _aVez5yP9Sj- 6-0-0 7-4-8 12-0 -0 6-0-0 1-4-8 4-7-8 Scale = 1:19.8 4x4 = 3.00 Fr 3 2x4 II `■ • aga �� r r ► a�sA Sa■ 3x4 r 6 5 7 4 2x4 II 2x4 II 1 7-4-8 12-0 -0 I 7-4-8 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL „ Plates Increase 1.00' TC 0.50 Vert(LL) ilia - n/a 999 MT20 244/190 TCDL - 15.0 Lumber Increase 1.33 BC 0.40 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 4 n/a n/a BC DL lb.9 Code FBC2007/TPI2002 (Matrix) Weight: 23 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 10-0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1= 255/12 -0-0 (min. 0 -1-8), 4= 29/12 -0-0 (min. 0 -1-8), 5= 380/12 -0-0 (min. 0-1-8) Max Horz 1 =74(LC 3) Max Upliftl =- 150(LC 3), 4=- 124(LC 7), 5=- 169(LC 3) Max Grav 1= 311(LC 9), 4= 193(LC 11), 5= 446(LC 7) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5 =- 272/224 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 Ib uplift at joint 1, 124 Ib uplift at joint 4 and 169 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard EMPLIM DdaD ma. QtlW% jj C0I8111.11* QrG1 ERS, PA CIVIL / Brlit4ILIR41, 222 4 EA 000551 • 1' { +{ .” . 1730 bill filth E I7Art A 1A 334$ TEL- f3Pr12144V$ MX -1W2•2 -3014 OCT 31201 • Job 10 -2 -10 Truss V4 Truss Type VALLEY Qty 1 Ply 1 Job Reference (optional) Royal Truss Corporation, Hialeah Gardens, FI. 33016 7.250 s Mar 23 2011 ID: TWL41WcQTBn3Hxh I 2-0-0 MiTek Industries, Inc. Fri Oct 28 08:54:11 _aVez5yP9Sj- v19U3V6ovwJygTztragz HBwg20yc55xg7RLmoyOxyP 4-0-0 2011 Page 1 2-0-0 2-0-0 Scale = 1:7.8 3x4 = 3.00 17 2 2 3 1 ► ° i ° i ° i ° i ° i ° i ° i ° i ° i ° i ° i ° i • ° 4-0-0 4-0-0 Plate Offsets (X,Y): 12:0- 2 -0,Edge] LOADING (psf) SPACING 2-0-0' CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL . 30.0 Plates Increase 1.00 TC 0.17 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL '15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.9 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 6 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 1= 126/4 -0-0 (min. 0- 7 -11), 3= 126/4-0 -0 (min. 0 -7 -11) Max Upliftl=- 105(LC 3), 3=- 105(LC 3) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 Ib uplift at joint 1 and 105 Ib uplift at joint 3. 5) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Catt4ILTAG 56/14EERS, PA CIVIL / $1RJC11JR4L FT, 22241 E$. coma .. ' 1220 6JLL sfh rekrucs rum R.OIitQA Igo '(e.- (3BSJ 262 -406 FAX (3“03•2-21$ OCT 312011 Job 10-2 -10 Truss V7 • Truss Type VALLEY Qty 4 Ply 1 Royal Truss Corporation, Hialeah Gardens, FI. 33016 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Fri Oct 28 08:54:11 2011 Page 1 ID: TWL4IWcQTBn31-Xh_ aVez5yP9Sj- vI9U3V6ovwJygTztragz HBm52Cmc55xg7RLmoyOxyA 7-4-8 7-4-8 Scale = 1:14.1 2x4 11 2 3x4 7-4-8 4 2x4 11 3 7-4-8 LOADING (psf) TCLL 30.0 TCDL :15.0 BC LL `0.0 BCDL 10.0, SPACING 2-0-0 Plates Increase 1.00 ' Lumber lncrease 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.78 BC 0.78 WB 0.00 (Matrix) DEFL in (loc) Udefl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 7-4-8 oc BOT CHORD 2 X 4 SYP No.2ND purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8 -10-14 oc bracing. REACTIONS (lb /size) 1= 33217 -48 (min. 0 -1-8), 3= 332/7 -4-8 (min. 0-1-8) Max Horz 1= 125(LC 3) Max Uplift! =- 175(LC 3), 3=- 206(LC 3) Max Grav 1= 351(LC 6), 3= 351(LC 7) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=- 2721236 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 Ib uplift at joint 1 and 206 Ib uplift at joint 3. 5) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard aWfl1Q Qua ODD %ln CGN UUI.T1NO En4INEER4, PA ClviL 15TRlCTUR4j Pg,222444 , 04:305512 T♦$ • (VW 2 2.424 FM. (34144.2-2014 DCT 3 12011 Job 10 -2 -10 Truss V8 Truss Type KINGPOST Qty 1 Ply 1 Royal Truss Corporation, Hialeah Gardens, FI. 33016 4-0-0 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Fri Oct 28 08:54:12 2011 Page 1 I D: T W L41 WcQTBn3HXh_aVez5y P9Sj -N UjsG r7QgER pI dY3PHBCXUj5OR h KLYR53nAuJ EyOxyf 8-0-0 4-0-0 0 3.00 12 4x4 = 2 PM art 4-0-0 INV Scale = 1:15.2 !�!!!!!!!∎!�!;!;!!!i' i" i i,i!i!i!i!1r i i! i! i!i!i :i1i!i1i 5 3x4 4-0-0 4 2x4 II 6 3x4 8-0-0 4-0-0 40-0 LOADING (psf) TCLL 30.0 TCDL .. 15.0 BC LL ' 0.0 BCDL 1do SPACING 2-0-0 Plates Increase 1.00' Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.17 BC 0.25 WB 0.06 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 20 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 150/8 -0-0 (min. 0 -1-8), 3=150/8-0-0 (min. 0 -1-8), 4= 320/8-0 -0 (min. 0-1-8) Max Uplift1 = -97(LC 3), 3 = -97(LC 3), 4 =- 160(L- 160(LC 3) Max Grav 1= 264(LC 9), 3= 264(LC 11), 4= 354(LC 10) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL =5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 Ib uplift at joint 1, 97 Ib uplift at joint 3 and 160 Ib uplift at joint 4. 6) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. LOAD CASE(S) Standard CGTI6W.TW4 Et4liseERS, PA. CIVIL / SIXCIURAL R 22249 Eb.0005512 T2t0 031.354h 1 A i3 D 1E1••(305!74744225 FAX•(306,1242 -204 OCT 312011 Job 10 -2 -10 Truss V8A Truss Type VALLEY Qty 4 Ply 1 Royal Truss Corporation, Hialeah Gardens, FI. 33016 1 Job Reference (optional) 7.250 s Mar 23 2011 MiTek Industries, Inc. Fri Oct 28 08:54:12 2011 Page 1 ID:TWL41 WcQTBn3HXh_ aVez5yP98 j- NUjsGr7QgERpIdY3PHBCXUjxERbyLX353nAuJEyOxy; 7-4-8 8-6-8 7-4-8 4x4 = 1 -2-0 Scale = 1:16.5 2x4 1I 3x4 7-4-8 6 5 7 4 2x4 1l 2x4 11 8-6-8 7-4-8 1 -2-0 LOADING (psf) TCLL 30.0 TCDL : 15.0 BCLL *0.0 BC DL 10.Q SPACING 2-0-0 Plates Increase 1.00' Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.82 BC 0.59 WB 0.08 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (Ioc) n/a - n/a - 0.00 5 I/defl n/a n/a n/a Ud 999 999 n/a PLATES GRIP MT2O 244/190 Weight: 28 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-7 -10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 335/8 -6-8 (min. 0 -1-8), 4 =- 46/8 -6-8 (min. 0 -1-8), 5= 504/8 -6-8 (min 0-1-8) Max Harz 1= 127(LC 3) Max Upliftl =- 189(LC 3), 4=- 316(LC 5), 5=- 180(LC 3) Max Grav1= 345(LC 7), 4= 123(LC 9), 5= 664(LC 5) MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2- 5=- 3181274 NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 Ib uplift at joint 1, 316 Ib uplift at joint 4 and 180 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. LOAD CASE(S) Standard aoci 1Qtdcz Q`l 4 QCJUM CO2,16ULT4•0 t1∎41 VEER0, PA CIVIL / SMLICTUR4L 11,22341 EA M125512 1740 SAL I1 1 FtCRQA33100 M.- r3AS120STl , FM- (34/4)232 -2014 OCT 31;2mm1 Job 10 -2 -10 Truss V8B Truss Type VALLEY Royal Truss Corporation, Hialeah Gardens, FI. 33016 Qty 1 Ply 1 Job Reference (optional) 4-8-8 7.250 s Mar 23 2011 MiTek Industries, Inc. Fri Oct 28 08:54:13 2011 Page 1 ID TWL410/ 0DTBn3HXh_ aVez5yP9Sj- rhHETB82QXZgwn6Fz7R4IGEFr?F4 IEIRwSrgyOxyb 8-6-8 4-8-8 3.00 12 4x4 = 2 3-10-0 Scale = 1:16.5 2x4 I I • 3x4 4-8-8 6 5 2x4 II 48-8 7 8-6-8 3-10 -0 2x4 II LOADING (psf) TCLL 30.0 TCDL - 15.0 BCLL 0.0 BCDL 1d.© SPACING 2-0-0 Plates Increase 1.00' Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.29 BC 0.33 WB 0.08 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (Ioc) I/defl n/a - n/a n/a - n/a 0.00 4 n/a Ltd 999 999 n/a PLATES GRIP MT20 244/190 Weight: 26 Ib FT = 0% LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS ( BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. lb /size) 1= 199/8 -6-8 (min. 0-1-8) 4= 192/8 -6-8 (min 0-1-8) 5= 40218 -6-8 (min 0-1-8) MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Max Horz 1 =73(LC 3) Max Upliftl=- 115(LC 3), 4=- 134(LC 3), 5=- 227(LC 3) Max Grav1= 285(LC 7), 4= 282(LC 9), 5= 402(LC 1) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5 =- 316/276 NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 Ib uplift at joint 1,134 Ib uplift at joint 4 and 227 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard 1`49Ul.TYVG F.4 1NEERS, PA. CIVIL / BTR ICIIJRAL • PEp 2229 E. 6005512 1770 ii/alWallUin4411.411, FL CIA L44 TL- 1/166) 2$74223 MX- (3/41W-2014 'OCT 3 I ,21y11 ■ •••■• 410,M, KAI.% ,01,111,0 v",•1 .10,nr,M,ULAN,..0,1OP /1■11111 0,41•9111%■11%, www.wiwwiw,w ...Err .1 I ,10,111,1•,110 JAI 1111=1■11•11•1•■•14 •■••••••■•••• • , AI 1 1 ME 111111111113 4,00.0,0%11,0,1111,111,Or ,0,1■Iaa IriO,111,*/ iNI,MIA11,••■••■••-•VAll,.0 4...41111.111) II 1 1111•1111.11 ...Supporting Truss Ow. Continuous Bracing © 24" oz. in areas without Om. sheathing Partial Roof Layout 12 owl 41- to 7 Valley Trusses © 24" as. wedii riai6d Wi 2-ad 4.;.„-tce-patils; orbeirel.cut bonorn‘Chard • Valley Truss wwwwwwrtata.wwww.ww=wwwwwwwwwww. ,;;;.- • &04s eq nota) /4Suipporlmgtriisiei @24"o.c. Design Loads: 30 + 15 + 0 +10 PSF, 33% DOL. - . •Wind Speed 146 MPH, 10 PSF Dead load . Lumber.2x4.No. 2 ND SYP min. chords . --i2x4 No. 3 SYP mkt. webs • ..• • cont..bracing on vertimis over6"- 3WchnectImacing to verticals w/ Z 10cInaits. Bracing must be tied to armed point at ends. (b) Max. spacing for vertical studs is 6' - 0". (c) Conn. for uplift with min. 1-1/4" 16 ga twist strap at 4' - 0" o.c. with 4, 10d nails each side of strap. (ASCE 7-05 FBC 2007) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 cont. bracing at 24" o.c. de, This safety alert symbol is used. to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS CAUTION: A CAUTION Identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to. structures..' HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° ft is the responsibility of the installer (builder, building contractor licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPi does not intend these recommendations to;;. be interpreted as superiorto th a projectArchitect 's or Engineer's design specification for handling, installing and bracinewood trusses for aparticu larrooforfloor.These recommendations are based upon the collective experience of leading technical', CAUTION' Thebuilder,buiidin409ttrac1or,R i ft;,.: contractor, :erector' or erection contractor l vised,to obtain and read the entire bpoklett mentary and Ilecommeedatior* for Handlir stalling & Bracing Metai. .Plate Connected »l, Trusses, ',HIB -91 1 from the; Tr•uss`PlateJ.nsiitu DANGER :: .'A DANGER'' designates a. condition where failure to follow instructions or heed warn - >:!ng will° most likely result in serious personal Injury or death or damage to structures. WARNING: A WARNING describes a condition where failure tofollow instructions could result In severe personal Injuryor:'darriage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, dueto the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer.Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility fordamagesarising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. tprri:pprary brscln0:should be no less m e" r' eirl ltsmberx AAlI connections l rnlnimum:'of,2 16d'tlails :` All oh•certter or less Ali multi -ply Go�l4eoted togetlyer; Irt ac cor- draWjng0;.pripr teartstallati.ort.. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do. not :store bundles upright unless ,. property braced. DANGER: Walking on trusses which are lying `fat is extremely dangerous and should be strictly prohibited. . . Frame 1 WARNING: Do not attach cables, chains, hooks to the web members. Tag Line or less Approximately '/z truss length 60° or less I a Approximately '1/2 truss length Truss spans less than 30'. • Spreader Toe In ` \1`\�� I To Spreader Bar Toe In Toe In Approximately '/2 to % truss len th Less than or equal to 60' Tag Line Tag Line WARNING: Do not sift single trusses with spans greater than .30 by the peak, tip, MECHANICAL INSTALLATION'S Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo - rary bracing is installed. Tag Line Strongback/ SpreaderBar 10' Greater than 60' Strongback/ SpreaderBar Approximately '/Z to %truss len • th Less than or equal to 60' CAUTIO pop ryj bracing trusses with similar configuratlgt {bracing arrangement Is. desrreti; Recorrynendec Design Speclfice #,t"or riusses, DSB•89 andIjitsornv,:cases i Al or above mid- height Tag •'Line' t etkisad, d prQfes k inr rota' A4 er.:spacing. Approximately 'h to' truss length Greater than 60' �i . #fir they" inslfatJota 'of. iI.enginea'ri ditferent.w 1 ewer APO„. 701! aAgcafe Co{fiaecter coed n GROUND BRACING :U: IILDING NTERI, *Typical vertical • attachment End Wall Sie Plan 1 t\ • 1 trues of bread lirouq of trusses nd.brape (ES) Ground Brace ••: Verticals GBy) Ground brace lateral (LSO 1 ` ^` Ground brlace• s ,r^di:monals (GBf .) !' T Note: 2 "d floor system shall Nava adequate capacity to support groefid; -' braces Qrou t IIMe/a (4.BG), • 1 .'true of bra group of truase End btSce (ES) • Strut (ST) 'typical horizontal tie member with multiple stakes (HT) CAUTION: Gr04ind bracing required for'a>!I installations Frame 2 1 ISCISSORS TRUSS SP. kt, Up to 32' Over 32' - 48' Over 48' -6 Over 60' INIMUM PITCH , 4/12 TOP CNORQ ''LATERAL. BRACE: SPACiMG " TOP CHORD 8' DIAGONAL BRACE SPACING (Dag) t# trusses] SP /DF SPF! HF 4/12 4/12 6' 5' See a registered professional engineer 20 15 10 7 6 4 DF - Douglas Fir- Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - pine -Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace --- �� Required Attachment Required 12 --� 4 or greater 4' 414 Top chords that are laterally braced can buckle togetherand cause collapse if there is no dlago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when outline are attached to the topside of the top chord. CNED'TRUSS VI Rt�II G ,41t SPAN Up to 28' Over 28' 42' Over 42' - 60' Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF • Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required All lateral braces lapped at least 2 trusses. Attachment Required Frame 3 Top chords that are laterally braced can buckle togetherand cause collapse if there iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. WEB MEMBER PLANE 1 12 —"--I 4 or greater SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) - sorrow' CHORD DIAGONAL BRACE SPACING (D8& [# trusses] SP /OF SPF /HF Up to 32' 4/12 15, 20 Over 32' - 48' 4/12 15' 10 7 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer May,aa ru- HE - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing.,::,, CritoM CHAR® PLANE 1 escrecomm.p ie ef. 'tress datiem' ��rYbtai Cross bracing repeated at each end of the building and at 20' Intervals. �-- Permanent sses continuous lateral bracing as specified by the truss engineering. Frame 4 SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING "(DBs) [# trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir 4l' 2x4/2x6 PARALLEL CHORD TRUSS' Top chords that are laterally braced can buckle togetherand causecollapae if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10° or Greater Attachment z. Required 30" or greater The end • diagonal brace for cantilevered ,trusses must be • placed on vertical. -webs in line -with the support. End diagonal's are ass i #at itaa :stability and must Abe '. dupticaf both ends of the truss system.' RNW4G Fait ,r 9 fvilQWI t pelTprtalS tndlt%�QryCiai MeradatiOne100 10jr98ult: ases or}buiidinge [t 'Y+ ✓e ti:� 4x2 PARALLEL.CHORD ;TRUS.S:TOP,- CFHORD Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required. 10' or Greater Attachment Required ---' 15 End diagonals areessegtial fo stability and must be dupiicat` both ends of the truss system. Frame 5 31/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH . TOP CHORD . LATERAL BRACE SPACING(LBs) . „ ...„ TOP CHORD'. DIAGONAL BRACE SPACING (D85) [# trusses] SP/DF SPF/HF Up to 24' -Over 3/12 8' 17 12 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' _ See a registered professiona engineer DF - Douglas Fir-Larch HF - Hem-Fir SP - Southern Pine SPF Spruce-Pine-Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand causecollapse Inhere fano diago- nal bracing. Diagonal bracingshould be nailed to the underside of the top chord when putilna are attached to the topside of the top chord. MONO TRUSS 1 se 12 —13 or greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required Attachment Required PLUMB Truss Depth D(in) Maximum Misplacement 1-1/4"--14 3". rs.» • • • WAFNIN y-F,Eilfurgt#pJoilOWt Ofilittfie:ipersonaijirl Lesser of D/50 or 2" Ate,t6it cOnfl PncatrOIgYld result in ss4:- 4 ",Plit TALLATIONIDLEFONCgSf: D(in) ' D/501` D(ft) 12" 1/4" 1' 24" 1/2" ' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Plumb Line OUT-OF-PLUMB INSTALLATION TOLERANCES. 1 1-1/41 A. WARNING: Do not cut trusses. Length L(in) . ........... ..... ... BOW ...... • • . ........ • • ................ 7•1 L(in) t Lesser of 1/200 or 2" ...... ...... • • .... ......... L(In) L/200 L(tt) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' -L(in) .... ........... . f Lesser of 1/200 or 2" L(in) 1/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCES. J ,::.: .. DANGER: Under no circumstances should ,..,. :.. construction loads of any description be placed on unbraced trusses. , Frame 6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 o 9oci Inspection Number: INSP- 172702 Permit Number: EL -12 -11 -2259 Scheduled Inspection Date: August 06, 2012 Inspector: Devaney, Michael Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FIVE STAR ELECTRIC SERVICE Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: (786)356 -0162 Building Department Comments LOW VOLTAGE PERMIT Passed Failed f Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 167436. Not ready. 6;,-Kie (7- August 03, 2012 For Inspections please call: (305)762 -4949 Page 11 of 61 12/12/2011 14:13 3055566552 CP INSURANCE PAGE 01 IIISURANCE DAfigiii-o-Orii, -- 12/12/11 ALACIC11.0Tif, CERTIFICATE OF LIABI PRObucEIR CP Insurance Agency 798 W. 84th St. Hialeah, FL 33014 Phone (305)556-0250 Fax (305)556-6552 ---.--- INSURED FIVE STAR ELECTRIC SERVICE, INC 8904 Rodkridge Glen Cove Boynton Beach, FL 33437- THIS oi Wckl'E ISSUED AS A-RATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HoLDE0i4THIS CERTIFICATE DOES NOT AMEND, EXTEND OR COVERAGE AFFORDED EIYMIE pouGigs px_Lonr. NSURERS AFFORDING COVERAGE NAIC 0 INSURER A; Granada Insurance Co. IIVSURER C: wsuRER ........ ; INSURER E; .1 COVERAGES 1 I INSURER F: .14ctualii 6iii,IsbriAliok LISTED 1-ucii. BEEN issaii.t ciTHB INSURED NAMED ABOVE FOR THE POLICY PERIODINIgoATEII. NOTWITHSTANDING .__I. ...=_..... ... _... .. .... ... .. ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE MRS SHOWN MAY HAVE REFNRFnLICED By PAD CLANS. i IINI•fir; • ' I .. TYPE OF INSURANcE --.. . .. .. . _.....- .- I POLICY NUMBER !policy EFFEOTNE_1POUOY EXPIRATION] DATE LialtDDITY) I PAT tADAIDDIM . ..________ ...._._ .... LIMITS • 1 GENERAL LIABILITY i ; IIVI COMMERCIAL GENERAL LIABILITY 0185FL00004923 12/07/11 :II 12/07/12 pyiameggigagcoprenee)_,_ „ 100,000 ! I LfAcmoccuneENca 1 soo,pocii 1 ro7V*VIAGETO RENTED CLAIMS MADE ,s0., OCCUR .1 hdlEoExP c■kny one person) A 1 i ir-: 1 i PGEERNSEZIA.L11AiEDValI4J7rUEFY... i • • "001 1...111..... 580)00,g:I 'L I GEN AGGREGATE LIMIT APPLIES PER: --.. . - .-- • -- 1 IltRODUCTS- COMFioP/46a 500,000 • - • •••• i.1 POLICY 1- I PROJECT I j LOC ....--.-- . _ __ ..... AUTOMOBILE LIABILITY 1-1 ANY AUTO I,J ALL OWNED AUTOS I . SCHEDULED AUTOS l..J HIRFrAIJTOS ;,] NON OVVNED AUTOS LJ I GARAGE LIABILITY I . ANY AUTO I I 1 11 --- • , • -••-•^- COMBINED SINGLE LIMIT (7.1. ecactunQ BODILY INJURY Ter persoq., BODILY INJURY (Per accident) ...-... tPROPERTY DANA (Per accident) . 1; AUTO ONLY • EA ACCIDENT : I uTHER THAN ,NAACC L. ....._ - . LL_ AUTO ONLY: ......._. . ...... _ ... AGG 1 t EXCESS/UMBRELLA LIABILITY 1 f I EACH OCCURRENCE I • — 1 LI OCCUR 1-, CLAIMS MAub if ■ •AGGAiIATE- • • • • - [ 1. [,---•• - - --• - " - - - • • II. • --- • 1- 4 I I 1 FL :11;VITATI'Ve I .. I. .2 . .... _ . . I DEDUCTiBLE 1 I . Pcti hunoN I vkikaks cdiiiiiiiisafith AND -- • • EMPLOYERS' LIABILITY ANY PROPRIETOR PARTNER t .XLOUTIVE OFFICER/ MEMBER EXCLUDED? If yes. devote under SPCIAL ./MQVIAIoNPAIsIw 1 OTHER .. DESCRIPTION-OF OPERATIONS / iiThrucLEsri EXCLowesNs SpEGIAE7xoeiiithei-- • IE,L, EACH ACCIDEN17 I i ---... ...... L. E.L DISEASE - EA EMPLOYEE ; I i . _ E.L. or.a.EAsE:roucy umrr . 1 i : 1 1 I , 1 CERTIFICATE HOLUER CITY OF MIAMI SHORE VILLAGE BLDG & ZONING DEPT 10050 NE 2 AVE MIAMI SHORE, FL 33138 ACORD 2S (2001 /ES) QF CANCELLATION .....--. . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE issuINO INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT rAtkuRE TO DO SO SHALL. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND U SURER, ITS AGENTS OR REPRESENTATIVES. rKEJTITFORIZED . . . . . . ACORD CORPORATION 1988. • Iffe Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No 2ti9P Master Permit No. 74 "10 q 0 t l.ec t-ioccal Iermt d- -No. EL - 3-11-516. BUILDING PERMIT APPLICATION FBC 20 MVR7 n OEC 0 DEC 03 211 �-- Permit Type: Electrical 14'e L OWNER: Name (Fee Simple Titleholder): n t"44 -6■ 1 t Phone#: Address: (A50 N e 100 5 t City: Vi ka m 1 S1- kores State: k Zip: 33 1 3'a Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: C1 6 0 NE.- u City: Miami Shores County: Folio/Parcel #: ik - 3206 - 034 0200 Miami Dade Zip: 33135 Is the Building Historically Designated: Yes CONTRACTOR: Company Name: F Ve. Address: City: Qualifier Name: State Certification o ' egistration #: &2- /360 24 2,3 Certificate of Competency #: Contact Phone#: NO Flood Zone: ) -1)/ Email Address: 61,2/237 4 40L £eb DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: °Address °Alteration 1 Description of Work: Low- N3 ol- C3e- °New °Repair/Replace Qtr mti °Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * ** •*********,x***** Submittal Fee $ Permit Fee $ /0 e rePeP CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 7546 er or Agent The foregoing instrument was acknowledged before me this day of` M , 20 I , by Kenai i?OIQitk 0. ey known to isnsthale or who has produced As identification and who did take an oath. N r. ARY PUBLIC: 6 The for going instrument was acknowledged before me this 5 , day of tkeeMW , 20 IL, by ji Won who is personally known to me or who has produced as identification and who did take an oath. NO ' Y PUBLIC: Print: CARMEN A. RIVE My Co y r PuY,egOMMISSION # DD753565 EXPIRES March 16, 2012 FIorkbNofe rySen te.com ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) EXPIRES March 16. 2012 Flog No'9ryServi .o.com *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk tO Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 o 90(1 Inspection Number: INSP - 167636 Permit Number: PL -12 -11 -2294 Scheduled Inspection Date: April 23, 2012 Inspector: Hernandez, Rafael Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: THE NEW MIAMI SHORES PLUMBING Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number Parcel Number 1132060340200 Phone: (305)751 -2446 Building Department Comments GAS OUTLET FOR STOVE, WH, DRYER AND GENERATOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 20, 2012 For Inspections please call: (305)762 -4949 Page 8 of 33 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 950 NE 100 Street Miami Shores, FL 33138- 1132060340200 Block: Lot: KENNY KOTALIK anowninnimmimmok Owner Information KENNY KOTALIK 950 NE 100 Street MIAMI SHORES FL 33138 -2513 Phone Cell Contractor(s) Phone Cell Phone THE NEW MIAMI SHORES PLUMBING (305)751 -2446 (786)553 -5424 Valuation: Total Sq Feet: $ 1,600.00 0 1 Type of Work: GAS OUTLETS FOR STOVE WH DRYER Type of Piping: GAS Additional Info: Bond Return : Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $1.20 $2.25 $2.25 $0.40 $150.00 $3.00 $1.60 Total: $160.70 Pay Date Pay Type Invoice # PL-12-1142794 12/13/2011 Credit Card Amt Paid Amt Due $ 160.70 $ 0.00 Available Inspections: Inspection Type: Final Press Test 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 13, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date December 13, 2011 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 4 ` Permit No. G y p� Master Permit No. \ 1 I I BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING (G.) OWNER: Name Yen Simple Titleholder): nLn nn y F'v 1 Phone #: Address: °ISO UJ E ‘©O S f r 1 DEC 1 2 , �,i� BY: City: M tam lAore State: t' Zip: 313 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 50 N . koo S� City: Miami Shores County: Folio/Parcel #: 1-- 32 0 6 -034 - 0 Z CDC) Miami Dade zip: 33138 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name• e Ivy 111' r ' \ icAm \ $ &over 1 lU 1a Phone '7 5( Address: (A CIO NUJ 14 4 S -k City: 1 a�j'm State: i Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AF1'1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent V Contractor The fo egoing instrument was acknowledged before me 's The foreeoing instrument was acknowledged before me this Q day of , 20 11 by 40. K04 1K- ^ , day of r,,i- eCtlA1 01l , by .enr'ItS N 1Ct 1,1■11 who is personally known to me or who has produced who is personally known to me or who a has produced As identification and who did take an oath. as identification and who did take an oath. \: N' UBLIC: #/ NOTAR Sign: i Print: My Commi �s •`�� CAR EN A. RIVER t • eo MY CO; ^.�MISSJ2 * , , * * *� irS March 96, 2012 007;3A-0i-50 grid NOTARY PUBLIC: Sign: Print: My Co Structural Review (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) CARMEN A. RIVER x :: MY COMMISSION # DD753565 *s•*Q4R41694.isoisk 46* (407) 39 ** Zoning Clerk Miami Shores Village Building Department 7V- MAR 2A21 : .............. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit Nol to 11- 5)6 PERMIT APPLICATION Master Permit No.gC) 10 ^ I IM FBC 20 Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): Kenny B Kotalik Phone#: 305- 751 -2446 Address: 950 NE 100th Street City: Miami State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 950 SE 100th Street City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel #: 1 1- 3206 - 034 -0200 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Precision Air Systems, Inc Address: 11101 South Crown Way, Suite 2 City: Wellington state: FL Qualifier Name: Terry Kotalik Phone#: 561- 791 -3980 zip: 33414 Phone #: 561 - 791 -3980 State Certification or Registration #: CMCO 56935 Certificate of Competency #: CMC O 5 6 9 3 5 Contact Phone#: 561-791-3980 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Address EIAlteration UNew ❑Repair/Replace ❑Demolition Description of Work: Mechanical as per plans ................................... .. CJ' i F/ Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 7......(q Technology Fee $ �I 1 ./v Bonding Company's Name (if applicable) N / A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip N/A 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 l promise in good faith that a copy of the notice of commencement and construction lien whose property is subject to attachment. Also, a certified copy of the recorded notice of co for the first inspection which occurs seven (7) days after the building permit is issued. inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent 24 The foregoing instrument was acknowledged before me this 1 7 th day of / 4 Zak , 20+1_, by /ienv1 y 14 /l t� , who is personally known to me or who has produced As identification and who did take an oath. NOTAR ' UBLIC: Sign. , Print: My Commis * * * * * * * * ** APPROVED BY ;Ices: C .E.s €J A. 'RIVERA 4 P iY CC° " `9` �; "3 D 753565 E.X: ,.._. 7 41 1.". 2012 Signature va u' ex law .'ochu nce, In the eding $2500, the applicant must e will be delivered to the person nt must be posted at the job site absence of such posted notice, the Contractor The foregoing instrument was acknowledged before me this day of Nov , 201 0 , by Terry Kotalik , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: * * * * * * * * * * ** Sign: Print. Aft.* miMPIR4 els:B ' 4 , 2 014 ;`c MY COMMISSION # DD978117 Michelle L. Bodge EXPIRES June 14, 2014 (4O7j398 -0153 Flaidallo 1 I Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) * * * * * * * * * * * * * ** Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): 950 NE 100th Street City: Miami Shores Village County: Miami Dade Zip Code: 33138 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EERISEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 "CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit 1 s 40/480): 4. Size Disconnecti g Mea s: Contractor's Compa y Na e: Precision Air Systems, Inc Phone: 561 - 791 -3980 State Certificate or ": gists w of N. CMC 0 5 6 9 3 5 Certificate of Competency N. Signature (Qualifier's signature only) Date: 11 /17/2010 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795,2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. x COPY OF QUALIFIERS STATE LIC CARD B. X COPY OF LOCAL BUSINESS TAX RECEIPT C. x COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. X COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 BUSINESS NAME: COMPLETE CONTRACTOR'S INFORMATION Precision Air Systems, Inc BUSINESS ADDRESS: 11101 South Crown Way #2a Wellington STATE FL ZIP CODE 33414 BUSINESS PHONE: ( 561 ) 791 -3980 CELL PHONE (___) FAX NUMBER( 561 ) 795 -1693 QUALIFIER'S NAME: Terry Kotalik QUALIFIER'S LIC NUMBER: CMC 0 5 6 9 3 5 E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV I RV 3126109 MLDV E: �FLORI D1.. i3D . :13 O.F S 'IONiLl "RE.G L-ATSO • £A cHINUBRBER . L2CENSE:` i�7B� J Q 35.02._w.CMCO 5.693 ,?' 1- RA;°tT CERT:3 ED ova osis =o`.f 2004 -02463 STATE OF FLORIDA PALM BEACH COUNTY LOCAL BUSINESS TAX RECEIPT EXPIRES: SEPTEMBER 30, 2011 PRECISION AIR SYSTEMS INC '"' LOCATED AT • KOTALIK TERRY LYNN 11101 S CROWN WAY #2 WELLINGTON FL 33414 -8755 This receipt is hereby valid for the above address for the period beginning on the first day of October and ending on the thirtieth day of September to engage in the business,profession or occupation of: MECHANICAL CONTRACTOR CMC056935 ANNE M. GANNON TAX COLLECTOR, PALM BEACH COUNTY 00-032 CLASSIFICATION CNTY 359.50 TOTAL 359.50 THIS IS NOT A BILL - DO NOT PAY PAID. PBC TAX COLLECTOR $59.50 BTR 095 01557011 07/12/2010 THIS DOCUMENT IS VALID ONLY WHEN RECEIPTED BY TAX COLLECTOR 41451 ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/17/2010 TYPE OF INSURANCE PRODUCER Commercial Lines - (561) 655-5500 Wells Fargo Insurance Services USA, Inc. 2054 Vista Parkway, #400 West Palm Beach, FL 33411 -2718 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Precision Air Systems, Inc. 11101 South Crown Way, Suite 2 Wellington, FL 33414 INSURER k Auto - Owners Insurance Co. 18988 INSURER B: Harleysville Mutual Insurance Company 14168 INSURER C: 2/11/2010 INSURER D: EACH OCCURRENCE INSURER E: 1,000,000 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRC TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/VYI POLICY EXPIRATION DATE (dMM/DDIYYI LIMITS A GENERAL. LIABILITY COMMERCIAL GENERAL LIABILITY 72723770 2/11/2010 2 /11/2011 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISES (Ea occurrence) $ 300,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 10,000 X $1000 PD ded. PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY n JEa n LOC PRODUCTS - COMP /OP AGG $ 2,000,000 I g AUTOMOBILE LLABIIJ Y ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BA00000076195E 2/11/2010 2/11/2011 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 X BODILY INJURY (Per person) _ X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILI Y ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESS/UMBRELLALIABILITY 4830035600 2/11/2010 2 /11/2011 EACH OCCURRENCE $ 5,000,000 EOCCUR CLAIMS MADE AGGREGATE $ 5,000,000 DEDUCTIBLE RETENTION $ 10,000 $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below - I TORY LIMITS I 1°R E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS Blanket Additional Insured applies to General Liability when in written contract. 10 day notice for cancellation for non payment of policy premium applies. CERTIFICATE HOLDER CANCELLATION Ten Day Notice for Non- Vaymen Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LLABILI Y OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) 1 of 2 2040575 e ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S (2001/08) 2 of 2 #S915260/M915043 Rif CERTIFICATE OF LIABILITY INSURANCE OP ID s9 �'' DATE(MM/DD/YYYY) 11/17/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an DDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Brown & Brown of Florida, Inc. 1201 W Cypress Creek Rd # 130 P.O. Box 5727 Ft. Lauderdale FL 33310 -5727 Phone:954- 776 -2222 Fax:954- 776 -4446 L.UnI At, i PHONE FAX Lac, No, Ext): (A/C, No): ADDRESS: CU °s OMERIDIt PRECI12 INSURER(S)AFFORDINGCOVERAGE NAIC0 INSURED Precision Air Systems, Inc. Attn: Terry Kotalik 11101 South Crown Way Suite 2 Wellington FL 33414 INSURERA: •FFVA Mutual Insurance Co.+ 10385 INSURER B: INSURERC: INSURER D : EACH OCCURRENCE INSURER E : PREMIS i (a occurrence) i to PREMISES (Ea occurrence) INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AODL INSR SUBK WVD POUCY NUMBER POUCY EFF (MM/DD/YYYY) POLICY EXP (MM/DD!YYYY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR EACH OCCURRENCE $ PREMIS i (a occurrence) i to PREMISES (Ea occurrence) $ CLAIMS -MADE MED EXP (Any one person) $ GEN'L —1 PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ AGGREGATE LIMIT APPLIES PER: POUCY JE° LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $. DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' IA ANY PROPRIETOR/PARTNER/EXECUTIV OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y/N f l N /A WC84000213282010A 01 /01 /10 01/01/11 WCSTT UT TORY E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1 , 000 , 000 below E.L. DISEASE - POUCY LIMIT $ 1, 000 , 000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES Attach ACORD 101, Additional Remarks Schedule, If more space 1s required) CERTIFICATE HOLDER CANCELLATION MIAMISH Miami Shores Village Attn: Building Dept. 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE '�j� .. „. '�i a: -yam -X Arel ACORD 25 (2009109) ©1988- 2 CORD COIRPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 05/12/2011 12:39 +5617951693 PRECISION AIR_ PRECISION Air Systems, Inc. May 12, 2011 Mr. Ken Kotalik Miami Shores Plumbing 900 NW 144 Street Miami, FL 33168 PAGE 01 tO iCi°9 nco (-61 6 11101 South Crown Way • Suite 2 • Wellington, Florida 33414 Phone (561) 791 -3950 .1. Fax (561) 795 -1693 Re: Agreement for A/C Installation Project: 950 NE 100 Street, Miami Shores Dear, Mx. Kotalik: Per your request, I am pleased to submit the following Agreement for your consideration. AGREEMENT Precision Air Systems, Inc. will furnish all labor to perform the following service(s): Install all Air Conditioning Equipment at the following location: 950 NE 100 Street Miami Shores, FL 33138 Service will include installation of equipment, associated piping, and ductwork per the specifications. All materials will be provided by Owner Contract Sum: $5200.00 This price is based on all work being performed during regular working hours of Monday through Friday from 8:00 mn - 4:30 p.m. If you should have any questions concerning this Agreement, or if we may be of further assistance, please do not hesitate to contact me. If this Agreement meets with your approval, please sign and return to our office. Thank you for the opportunity to be of. service. Sincerely, (1/7 Maureen Schneider Operations Manager This agreement accepted by: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 10 -1(107 Inspection Number: INSP - 172695 Permit Number: PL -3 -11 -517 Scheduled Inspection Date: August 06, 2012 Inspector: Hernandez, Rafael Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Project Miami Shores, FL 33138- <NONE> Contractor: THE NEW MIAMI SHORES PLUMBING Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: (305)751 -2446 Building Department Comments PLUMBINF WORK FOR ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 157537. ok for tco only August 03, 2012 For Inspections please call: (305)762 -4949 Page 10 of 61 Miami Shores Village Building Department MAR 24211 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. i 1i'S f1 PERMIT APPLICATION Master Permit No K) , FBC 20 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): !Z-ein n I i3. ICo -Q 1 tc. Phone #: 30S` 751' Z44 Address: 6100 NI co 14 4 Si- City: P/ 11 A n01) State: F 1 Zip: 1 6 8 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: °ISO NE 1 00 51 City: Miami Shores County: Miami Dade Zip: 33136- Folio/Parcel #: 11- 'blob- 0 % 4 - 0200 Is the Building Historically Designated: Yes NO 1.------ Flood Zone: CONTRACTOR: Company Name:VM. tuJ 1011111 SLt.S f 0 flt % one #: 305 -7S 1 Address: \ Nu) t4 4 S T City: 1'� .O►w11 State: F ( Zip: 3313 $ Qualifier Name: De AIMS M61-04.) vA% 11 Phone #: State Certification or Registration #: (` ,F C ��l ZOS Certificate of Competency #: Contact Phone #: Email Address: An S 1 0 oy'lvD\n e a° I. C n'l . DESIGNER: Architect/Engineer: one #: Value of Work for this Permit: $ 1 D VCS() Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration ew ❑Repair/Replace ❑Demolition Description of Work: 0 to ktk3 Lo O r 1F- GAS ?Or \c.in S. 07_,A\1( :sk*****:#****=k *a: * • :::,::;:::- ::::: :• ********* **Fees**,****** ******** * *** * * * ** :...... t.::t::;:=k:g:e****** ��,.^ Submittal Fee $50 't1 D Permit Fee $ 3 Ss `'.0----CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing oing i strument was acknowledged before me this 1 day of M'',20IL,by ILtinvul OM • , who is personally known to we or who has produced As identification and who did take an oath. NOT Y PUBLIC: • Si Print: My Commissio • MY COMMISSION 4 40783885 f EXPIRES March 18, 2012 - _40,744984 9°, nn_d„lLi�larv9e 1aa. "m • * ******** * ** ** **** ************ **-C':--F„ %:$****** w'>k�k�k�k #*# *-k *=k****>�i *�k�k>k *.k.kx�k k * *>kNs *4k kx *x:;.•'%<r;.':er;.:F•r'.: x>;:rk *�k* k *+k�kffi k *>kxe *tk *%k Contractor The foregoing instrument was ackno edged beforj me this f day of _^,, 20 i7 by .Qil/l f S 1A 1 VI y U�`1 0 � , who is personally known to me or who has produced as identification and who did take an oath. Print: My Commis 1 A. C .. E r ▪ tON ' i)D7535 t4 � �' ^'Y td .. • r t "• .arc t ic3, 2012 • )39898 -- ciV tatyS ^..Cpm (400 7) 3015 APPROVED BY Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/ 15/09) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /9 — (70/ ° Job Name PLUMBING CRITIQUE SHEET e5/1-84, '/d 7-74-4k -74 4.(//-1 /Qi8 (Jl iGCV —evrn Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172809 to - t cic, Permit Number: EL -3 -11 -5116 Scheduled Inspection Date: August 06, Inspector: Devaney, Michael Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- 2012 Project: <NONE> Contractor: FIVE STAR ELECTRIC SERVICE Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060340200 Phone: (786)356 -0162 Building Department Comments ELECTRICAL WORK FOR ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 172701. CREATED AS REINSPECTION FOR INSP- 157534. Add grounding conductor in sub feed conduit and inter system bonding bar. All garage, laundry and jacuzzi receptacles to be G, F, I,. Bond jacuzzi motors and heater to cold water piping Needs low voltage final. F. P. & L. notified to connect permanent service and disconnect temp. for construction. August 03, 2012 For Inspections please call: (305)762 -4949 Page 12 of 61 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 r�� ✓`_ F..i vli Y MAR 2 2011 Permit No. E 11--1((1 Master Permit No.{""O 10-19 0 9 Permit Type: Electrical '/ �,, (� OWNER: Name (Fee Simple Titleholder): V-en n9 2> 1O l L Phone #:305 '7rJ 1' 244 ro Address: ctO 0 l� Uu 144 S T I Q City: N' CG >M I State: F 1. Zip: 331 6 Gi Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: `Jo N E. 14 4 SA- City: Miami Shores County: Miami Dade Zip: 3 313 b Folio/Parcel #: 11 -3206- 034- ©2Oc) Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Com any Name: Pi) e sk1Y_ C I - qi G �3t C.2�.Lf)�.Phone #:6 ?J 3S1121 g'a Address: 90. ti r" , 'cede_ aL.� V e__ City: ! i State: Z' • 3 Qualifier Na e: J ea. r1- yv-e n (A, r' t O) Phone #: 7 �,S 6 'o< < State Certification Regi ation #: 1 ' 13 oOg -3 certificate of Comp encc # :: Contact Phone #: IV) 3 Po, -of 6Z -Email Address: W 1 2 123-7 04 aL ° DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 7 00 C) Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration Vit6v ❑Repair/Replace ❑Demolition Description of Work: >% 1 ecA-n c «` U.? or4. GS ?r ?tan S. O��2 1\ V ***************************************Fees************ `,(� sF x sF****kxxx • ****:•-************ il Submittal Fee $ VD � D Permit Fee $ Z-/ . ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before e this day of With t , 20! t , by 1 -en/1y i© +7'1 • , who is personally known to me or who has produced As identification and who did take an oath. NO Y PUBLIC: Si Print: Signature / Contractor The foreg %mg in trument w 1L, s acknowledged before me this / day of , 20 by�7' 1 r r 1 ' ) who is personally k�tojpe or who has produced 1 6L i/7 ._ as identification an _,ho did take an oath. rl f�ar� ch �«s 8 a te e•�'�e" ,, EA� x iCt@ o t :Pi u z ce F r ,C�t7 ., X4My Com My Ftoeidallota S r ,.1407) 398-0153 ***B*k **—* *** fzx kkti *kkaaFgk 4k*k****kkkk * *** * ** xxxs 7 53565 APPROVED BY Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3 /15/09) Clerk CpiosoLW 9\ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305).762.4949 (J Permit No. f-P 11 -5 BUILDING PERMIT APPLICATION FBC 20 LJ MAR 2A2011 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): K-L' fl by ti-o 1 kV-. Phone #:3 V5- 751 Z44 6 Address: 0150 (J E 1 00 s-\- 1 City: M \GSM\ SbojreS State: P 1 Zip: Tenant/Lessee Name: Phone #: 3 75 1 "2 ¢4 G Email:_'; JOB ADDRESS: q5Q NE- 100 City: Miami Shores County: Miami Dad` Folio/Parcel #: U-3206-034 -ozoo Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: YYi \70 raw) C Dfns6c toil • Phone #: 305 •C170. 9.4 t Address: 12555 1315coyne `Blvd. 4t eS8 City: INefiCIA Mtanm State: F, Zip: J3181. QualifierName:LOVl 1 mio orT. a Phone #: State Certification or Registration #: G 0 \ ` (0 01 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ i.near Footage of Work: Type of Work: ❑Addition DAlteration = Repair/Replace ❑Demolition Description of Work: 038\ **** ******************* ***********Fees**************************************** Submittal Fee $ ,JO OD Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will he 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded otice of commencement roust be posted at the job site for the first inspection which occurs seven (7) days after the building perrni issued. 4r the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoin day of who is_personally known to a St J ' 1' \ A �iit g ) Owner or Agent n ��(( '' Cone k1 for u -nt was acknowledged befor me this Q4 The foregoing i t r. ckno lodged bc(fore me this' O 't day of 1" �J ► (� Low 1(N1 b 1 c$ e �stg rod ed , who is personally known to ms; . roduced as identification "t,e did take an oath. As identification and NOT Si Print: UBLIC: fie CARMEN A. RIVERA My Commission Expi i'S: MY COMMISSION # DD753565 e� EXPIRES March 16, 2012 (407) 390-0153 Florid NotaryServlce.com Y PUBLIC: Print: My Co ttiikMOMMISSION # DD753565 o^ EXPIRES March 16, 2012 (407) 390 -0153 F2oridallotar•3er,^.17.com sk***** ae> kekekX=**** sk*. FSkskrFga= kekAY*> aok****'<:::<:;.•****x> F>;a****% k3e9F9F >kok:: **ik>kskikas****x, **** * *** * ****ckz:.p i -.,. ol.p.l..;.:•x, *****:E-k *:kekasaaek% * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10107)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk May 31, 2011 Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Roof Permit ##RF11 -519 1, Kenneth Kotalik, as owner of the property at 950 NE 100a' St request Miami Shores Village Building Department to cancel the Roofing permit #RF11 -519 under Imburgia Construction.1 have decided to change 'the contractor. Thank yon, Kenneth .Kotalik Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 o --k.°1(f1 Inspection Number: INSP - 162279 Permit Number: EL -7 -11 -1312 Scheduled Inspection Date: April 23, 2012 Inspector: Devaney, Michael Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project <NONE> Contractor: FIVE STAR ELECTRIC SERVICE Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Construction Phone Number Parcel Number 1132060340200 Phone: (786)356 -0162 Building Department Comments Temp. Service for 100 Amp Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Co nts ,Ple e-/ cz- April 20, 2012 For Inspections please call: (305)762 -4949 Page 4 of 33 10k Miami Shores Village wilding Department �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 20 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. EL - 1l — 1312 BUILDING PERMIT APPLICATION FBC 20 Master Permit No. t'O 1901 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): i nn ` %v 4 z l t v- Phone #:30S :7S t 2-4 4 G, Address: —15O NJ 1OO S� City: M (Q YY) 1 S ' ioj cS State: P 1 Tenant/Lessee Name: Zip: 3 l S Phone #: Email: JOB" ADDRESS: s Lp UQ lam- 100 O City: Miami Shores County: Miami Dade Zip: '33138. Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: c i IQ 51Q4,- dt rtc CS tG2.-ThePhone #: Address: DIP neC - QiCi Ve City: Qualifier Name: State Certification 9r Registration : E i 0ba.i Certificate of Competency #: Contact Phone #: o / (2_ . Email Address: ttih 12.33 ROL • DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ J er 9� at) Square/Linear Footage of Work: Type of Work: ❑Address CI Alteration • ❑New ❑Repair/Replace ❑Demolition Description of Work: ! e4nrt . S c r li t oz. / C O >kAs** **$=.k>R>k *M =>k*xsk Fx=«* .3:a':Ex9exx*sk k* sk>k3h>kFees** **a=$s>k9Fa$:gx9s xae:F *>k*x x &xx>FRsxxx:; :gxv *aexxaex*>k3.ta: Submittal Fee $ $O' CV Permit Fee $ /13. 0' 0e? CCF $ CO /CC $ 1-M D Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ -(J2 C Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition 10 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 c 'inspection fee will be charged. Signature Owner or Agent The fore • of • instrumentf was acknowledged before me this day of. ,20 OC , by who is persona y known to me or who has produced As ide and who did take an oath. RY PUBLIC: d P My Co Kt1 9 A/ RA II/AM. /MISSION # DD753565 EXPIRES March 16, 2012 EXPIRE-5 March 113, 2012 (407)398.0153 Floridallotiwyser v:e.com * * * * * * ** * * * * * * * * * *• ** - :g* & • :::: • c*¢2:,c:k.k********* ****a *** ** 9¢* • ** Plans Examiner Signature Contractor The foreing instrument was acknowledged before me thi day of who is personally known to me or who has produced as identification and who did take an oath. ,201 .by My C ,ExprA MEN A. RIVE MY COMMISSION` 0D753565 APPROVED BY Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk N. E. 100TH STREET _ 1OD 11811-1T-OF-IPAY- r FUND 1/2' RON ROD AND CAP Nt F� oft 0.12(4) 0.04Wt 4' Ca.& NALL MY(W) 5.02' !,‘ •1 150.00' NA. • army 3-143. 1 STORY REST DICE #950 • FINISH ELctJf ELEVAISIN=11.85' '9 (APACE ridcR ELEYAMON.10. 19.83` 64.8 23.60' D LOT BLOCK 170 4 CU. 1-3. CAN) I LOT 7 FENCE r BLOCK 170 464'1' / eh. 5' WOOD [-FENCE 1 3D.I LOT 6 BLOCK 170 IMO OP 1FtNcE 4, ev, ALLEY 13/W 1-150 4 '5' 50.0 5.05' 5' CHM LINK FENCE \ CPtPICAL) I LOT 5 \ BLACK 170 12.15' 200.00' FOUND 1 IRON ofil 0.20(5) 0.11(W) LOT 4 BLOCK 170 APPRONNIATE =ANON OF FLOOD ZONE Ccanioug rorg. 57(ilil ff3 4' 1 9.57 ASPHALT PAVEMENT NOTE: SITE ELEVATIONS WERE TAKEN ON 01/14/10 BLOCK CONNER-1/ 10TH AVENUE zu4 ISCALB: = 30' DRAWN BY: Q.D.L 4s, Pp SKETCH NO.: 10-0046 SIDE 2 0122 Sep. 17. 2010 3 :54PM No. 7673 P. 2 PINNELL SURVEY, INC. 4855 W. HILLSBORO BLVD., SUITE B-1 COCONUT CREEK, FLORIDA 33073 (954)418.4540 FAX 54)418 -4941 CERTIFICATE NO.: LB68S7 SURVEY ADDRESS: 910 NZ. 100T 0 STREET `MIAMI SHORES, FLORIDA 33138 FLOOD ZONE & ELEVATIONS: FLOOD ZONE; Aiiix- suADBD BASE FLOOD ELEVATION: V CONTROL PANEL NO.: 120632-03061 DATE OF FIRM INDEX: 09/11(09 LOWEST FLOOR ELEVATION: UST OARAOBFLOOR ELEVATION 10.8? REFERENCE BENCHMARK :11E0E -DADS cOUNTYP5 0INEERUNOB.M.W400 . ELEV. - 8.2? CERTIIY TO: 1- KENNY KOTAL X 2. 3. 4. POTENTIAL ENCROACHMENTS: 1. CHAIN LINK FENCE CROSSES OVERTHE EASTERLY. SOUTIIERLX AND WESTERLY PROPERTY LINES. 2. WOOD PENCE CROSSES OVER THE SOMBERLY PROPERTYLINE. LEGAL DESCRIPTION: LOTS 5, 6 AND 7, BLOCK 170 OF'?.OA D SHORES SECTION IP, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 14, ATPAQE 33 OP THE PUBLIC RECORDS OF MIAM -DADE COUNTY, FLORIDA LEGEND & ABBREVIATION& A =ARc A?C = AIR CONDITIONER A.B. = ANCHOR EASEMENT ASPS =ASPHALT B.M. =BENCBMARK H.C.R. =BROWARD COUNTY RECORDS C.H.S. = CONCRETE BLOMSTRUCTURE cHATT. = CHATTAHOOCHEE CONC. = CONCRETE C.L.F. = CHAIN LINEFENCE C LB. = CONCRETE LIGHT POLE (C) - cALCu ATED C.B. =CHORD BEARING C.R. - CABLERISER (D) = DEED D.B. =DEED BOOK M- D.C.R= DADE COUNTY RECORDS DI# = DRAINAGE BASEMENT ENCH. =ENCROACHING ESi,Rx. =BASEMENT ELEV. - ELEVATION EM = =antic METER END. =FOUND F.P. & L. =FLORIDA POWER & LIGHT LP. = IRON PIPE LR. - IRONROD L.B. - LICENSED BUSINESS L.P. =LIGHT POLE M.B. =MANHOLE (M) =MEASURED MAINE. =MAINTENANCE NO. =NUMBER N.O.V.D. =NATIONAL GEODETIC VERTICAL DATUM O.H. =OVERHANG ORB. = OFFICIAL RECORDS BOOK OIS =DEESET (P) •FLAT PACE. = PALM BEACH COUNTY RECORDS P.B. P.C. PS P.RC. P.T. P.O.B. P.O.C. R RES. !VW T tom-) U.E W.F. W.M. = PLAT BOOK =POINT OP CURVATURE =POINT OP INTERSECTION = POINT OF REVERSE CURVE =POINTOFTANGENCY - POEETOFBEGINNING - POINT OF COMMENCEMENT POWER POLE =RADIUS - RESIDENCE - RRDIT- OF-WAY = TANGENT =TYPICCAAL}� =UTILITY � SEMEN /�� EA = WOOD FENCE = WATERMET'ER =DELTA OR CENTRAL ANGLE = CENTERLINE - ELEVATION GENERAL NOTE& 1. TYPE OF SURVEY; BOUNDARY 2. THE PROPERTY SHOWNBEREON WAS NOT ABSTRACTED FOR OWNBRSBIP, RIGHTS-0F -WAY, BASEMENTS OR°CREK MATTBRs OF RECORD BY RINNELL SURVEY, INC. 3. UNLESS OTHER,WISENOMA FIELD MEASUREMEPMI ARE IN AGREEMENT WITH RECORD MEASUREMENTS. 4. THIS SURVEY IS NOT YAM WIfKOUT TILE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA =WEED SURVEYOR AND MAPPER. 5. ELEVATIONS SHOWN HEREON GE ANT) ARE BASEDONTHE NATIONAL GEODETIC VERTICAL DATUM OP I929, UNLESS OT110RWISENOTED. 6. U N D E R G R O U N D IMPROVEMENTS AND mums ARENOT LOCATED. 7. PENCE OWNERSHIP IS NOTE. d CERTIFICATION: TEE IS TO CERTIFY THAT I HAVE RECENTLY SURVEYED THE PROPERTY DESCRIBED IN THE FOREGOING TITLE CAPTION AND HAVE SET ORROUND MONUMENTS AS INDICATEDD ON THIS SKETCH AND TEAT SAIDABOVB GROUND SURVEY AND SSBTTH ARE ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BBLIEP. 'FURTHER CERTIFY'TEATTHISSURVEYMEETS MINIMUM TECHNICAL STANDARDS UNDE8.RULE 61G17 -6, FLORIDA ADMINISTRATIVE CODE, ADOPTED BY TEE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS. JASON H ' PROP&C814 NALSURVEYOR &MAFFER LICENSE NO. 37311, STATE OF FLORIDA UPDATE SURVEY (1041406) REVISIONS 09/17/10 DATE S.A. CHK'D BY `SKETCH NO.: 10-0046 DATE OF SURVEY: 01114/10 CHECKED BY: S.A. FIELD BOOKFPAGE: 352/70 SIDE 1 OF 2 _> 4 mAk1'a2i11 J Miami Shores Village Building Department LQOSON.F 2d Avg, Miami Shams F133138 Tel: 305- 795 -2214 * Fax 305- 7565912 NQTICBi Tci ML4MI raarOR VILLiyG. G D ART ENT FLORIDA, BAG agg to pad= (We) been rataiaedby (name ofowner/agent) Yi t 4 M i S HOf.e$. PC.J++4t+k4 COM. tdoTX -rt 0 qA wrhe Florida $ Code ai the SE i 6- /07?-r-Meer - a Miami Shoes, as of_ % D (d j. I am a Tor licensed jn the State of Florida. 'PERMIT NUMBER: XSpecial Inspector for Reinforced Unit Masonry, PBC 2122.4 for Trusses over 35 Ft Long or 6 Ft Iigh, PBC 2319.17.2.4.2 - D Special InsPector for Steel Connections, FBC 2218.2 )(Specie' Inspector for Soil Compaction, FBC 1820.3.1 El Special Inspector for Precast Unit; & Attachments, FBC 1927.12.2 © Simla Inspector for Pilings, FBC 1822.1 s20 0 Special Inspector for bigntlikaguagdagsgtilkstimir The following lndtvi ls(s) employed by this firm or me are authorismd to preform inspecdons. 1. 2. 3. 4. t, (we) =demand tint a Spedal I be for eams Wang must be d p! anthe sf*w mu be panned byt the baud Shoos HuMwDepattnent Inspector. AII asrequdxedby the Florida l s Code, the r1 byMidinms. by by Further, upon completion beta ika of the vault an seek Permit, I sab�tto�M Slums :, ,.,,.,, at the tkne dm completed inspection indlef and probational vodkas log tam and eluded ePtbsabove meet t:,: , end are in substuttiel exordium Signed and Sealed Address 7 , Sv Nev /Test: SZ? Dattn 1/ —1 S'"� tip oU fti mil, R . 5 > No. 3sC'= az3. -Sg3ti' � Irene No• c 3,1P39d' • • • • • • • • • • • •.••.• • •. • Miami Shores Village Building Department 10050 N.E. 2id Avenue, Miami Shame, F133I3E Tel: 305- 7952204 * Fns; 305-756-8972 1� Sri„ !� i s f l }t 1_' i s �_?!,:: •� 10.2. t`... 11.111 1. py(4 lie of ow '_gent) l�l • I wIr' I z i rti i7Qfi a 'VV f...., . ;rims the PUMA Builder Code at the Shores, as of 6 (address) Miami S` Pooil3ssional Engineer iicenssd M the State of Florida. illRaMgV3 4 f -P H Inspector for Reinforced. Unit Masonry, FBC 2122.4 Inspectcw for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 0 Special I>sliector for Steel Connections, FBC 2218.2 . 0 Special Inspector for Soil Compaction, FBC 1820.3.1 0 Inspector for Precast Units & Ate, FBC 1927.12.2 0 SpecialS for Pilings, FBC 1822.1,20 • • •The • indivf s) employed by this or me are auii oriz6d to pew inspections. • • •• • • • 3.• • • • • • • • •• • • • ••• • • •• •• • • •• • •••• !4) • a$p�E i be bn a location oasaisitefir The lame be by Pltnidafluildfeg Codes pli milled ell inspections. l50 the( amoral" onto wad: under each goildlog Pena% • � log bill al sb iedgsk e tthe '" , . a,�z atove a6m ;_: C ead ate in 2. 4. (dale). Signed and Sealed Daft 7 -6 0 Saginaw/Architect Name ` ja/,sa, 41006tr ' c ?s Neu! sn *SO Address !M t& ( 4.11Zaft Pc. Vd /! Phone No. 3a S7-- e z3- 393 ` Florida Dense No: Q SMP Shores Village _ Department 10050 Nil 2a1 Avenue, Maini Shores, F133138 Tel: 305-795-2204* Fax 305 - 7564972 1(We) have been retained by Game of owner/agent) OM l Chu S 001+ -e$ . POJAAbis16 Cote. .o7'24.rl -14 to perform r.= �;:; .., under the Florida Building Code at the project (address) R'Si> " J 'OZ? e7' , Miami Shores, as of ,1f �► /s•—fO (darn). I am a registered Architect or Professional Engineer licensed in the State of Florida. PERMIT NUMBER: )(Special Inspector for Reinforced Unit Masonry, FBC 2122A Special Inspector for Trusses over 35 Ft Long or 6 Ft. High, FBC 2319.17.2.42 0 Special Inspector for Steel Connections, FBC 2218.2 )(Special Inspector for Soil Compaction, FBC 18203.1 0 Special Inspector for Precast Units & Attachments, FBC 1927.122 0 Special Inspector for Pilings, FBC 1822.1,20 0 Special Inspector for i viduals(s) employed by this firm or me are authored to pmiarm inspections. 1. 2. 3. 4. (we) understand data teg for eat bongos most be displayed iot a convedest losatbo =the fir by the robe Muni Shores . Alt as by the aside Code, Aft SPeckil 1414200tr hired must beeattedfes ai# IV the Owner we 1, the Bulkily Depaternent , upon compittion at ea sank andereadt to *a at ete time log foam Bad o seated glablinalt t r that. to the bertafroy belief and proficadoned thaw peados dew project outlined above mut the Went of t;,= Plasidenunding Cede wed arein Signed and Sealed Address G ,?1 /VW /felPS If-SZ / ■(te (,4f , FZ . 53 Phone Nu. 3oS a`23-3cj36 lit No: c73 J' 9d' Shores Village _ Building Depa _ t ent 10050 N.E. 2" Avenue, Amami Shames, Fl 33138 Tel: 305- 795 -2244 * Fa= 305- 756 -8972 feu `k$ . � .sLI v e A :r, __._ e•• cl! 1!4:x. sc +'mil : its ► ��_ ktd to (We) been retained by (name of owr riagent) j 4, I J11ti41 S 1�Rt f . PEA-4403S (4 KoT;4.rt4 C f.., �:.s j vices under the Florida Building Code at the pro (addss) Gl S� IV 07� J7%Qe7+-- , Miami Shores, as of _ f/ .. -'/ . —jO (dais ). 1 am a registered Architect or Professional Engineer licensed in the State of Florida. *PERMIT NUMBER: *pedal Inspector for Reinforced Unit FBC 2122.4 Special Inspector for Trusses over 35 Ft Long or 6 Ft. High, FBC 2319.172.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 ,*Special inspector for Soil Compaction, FBC 1820.3.1 © Special Inspector for Precast Units & Attachments, FBC 1927.12.2 0 Special Inspector for Pilings, FBC 1822.1,20 ❑ Special Inspector for .*I__r _ u The mowing indi ° s) employed by this Finn or me are authorised to perform kaspeetirms. 1. Z. 3. 4. (we) undersized theta Spacial kespootor hasrotion 'estates tribe displayed In atenvententlesation eats site fir must bytes, Miami Shores . All maadatety laveadaus. as tetpited by the IllarldaBoikries C bo . s <, by halal Soros. The Wang fortpectIons must boogied kir a8 Impeciloss by 1 bp the Owsor are the rosniaislykefeettorapeolsnsted by betroths Slat hasped= ems csoopteted inspection ', ogle completion of to work nada. each r,,_P I will nb ests Mimi SNMIS Essildieg Depattesset e3 die thee leg Son mid a sealed statement Wesel% Sus, lathsbssfisfray loft/2W isoinstenalj , ; s ado pug eet audirsed show meet the West ofd Florida Bulldog Coo and are in volt,:...,., y r Signed andkd Dale: /t — /r- -e Address Nw r¢& sr;sa9 Phone No. 3o8"-- RZ3- -3c136' Florida License No: Miami Shores Village _ Building Department 10050 N.F 24 Avenue, Moms Shores, 1:133138 Td: 305-795-2204 • Fax 305- 7564972 OP gERINEMMEMEAues LAy. P RMA rr I (We) .tie been retained by (name of orvradagextt) f/i 14t i S I10r40 . PC,J+w41A4 CGWre. tLoTi441-k ) to perk= Special , ' under the Florida Building Code at the pro (address) I G' j. , Miami Shores, as of if /.S" --1® (dato). I am a registered Architect cr Pmforaional Bad licensed la the Slate of Florida. Pte•NUMB]1R: special Inspector for-Reinforced Unit Masonry, PBC 2122.4 Special Inspector for Trusses over 35 Ft Long or 6 Ft High, FBC 2319.17.2.42 ❑ Special Itor for Steel Connections, PBC 22182 Special Inspector for Soil Compaction, FBC 1820.3.1 © Special Inspector for Precast Units & Atiactime , FBC 1927.12.2 o Sly Inspector for Pilings, FBC 18221,20 0 Special. Inspector for IffaMillatuagraostaimik The following individuals(s) employed by this fum or me are authorized to perform Z. 2. 4. 3. 1,(we) eadenstand theta Spodal Inspector lemeetion b3gfor each bantling mat be In a anwenlent hmatbn oaths site for by the Nand Shown Sulam Departmaat mamas Ias All as by the F1odda Cods, by Sham Tba mumbeed fir an mmulatevy Inspeetkam forspeattonsperfenned by the Further, upon compktion Spedal Impeder hired 11, the Omer are 18_4000 Ms mentlaearyteweetkareperforneel ,bye atm oaths e Wendt, Iva abaft* the Mani Mama Bean Depettntett atdm time Wan Meted the i , Imptedon log time and a asap i ' to the t ray pathos of thy project audined above meet the intent of the Florida Code and am in Daft // "/r—r G) 4. C turn, /?E. Address 7P579 , J4) /- 6'S7; Sag e to Ft . 34044. Phone No. 3vS =R2.; —*Ott' x rro• C�3 J r 39 p Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package ORLANDO M. FORTUN. CONSULTING ENGINEERS, P.A. CIVIL /STRUCTURAL P.E.- 22249 - EB- 00512 7220 S.W. 39Th.TERRACE MIAMI,FL. 33155 PHONE (305) 262 -6225 FAX (305) 262 -2014 Project Name: K.B.KOTALIK 950 NE 100 ST MIAMI SHORES,FLORIDA Building Authority: MIAMI SHORES,FLORIDA Design Load: 30+ 15 +0+ 10PSF Building Code: FBC2007/TPI2002 /ASCE7 -05 Software Used: MiTek@20/20 2000 Ver.7.14 Project Engineer of Record: © le O �11�n I1 dJJ 'LI UN CONSULTING Eli IGINF.1P,S, P.A. CIVIL / STRUCTURA{. P.5.22249 7220 S.W. nth re-2R MIAMI, FLA. 33155 TEL FAX - (303) 262-2014 ROYAL TRUSS CORP. 9550 NW 79 AVE #5 HIALEAH, FL 33016 Phone: 305-822-0020/21 Fax: 305-822-0029 . To. Reaction Summary Job Number: Page: 1 Date: 12 -10 -2010 - 1:54:51 PM Project ID: 12 -2 -10 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: Eddie Davis Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: "�" 7 CJ9 41 lbs. each 9 - 9 - 5 MONO TRUSS 2- 2- 10 2.12 0.00 Joint 7 Joint 6 725 lbs. 614 lbs. -358 lbs. -380 lbs. 6 ____ u L- 3 111 138 lbs. each 30 - 2 - 0 HIP 2 -8 -10 3.00 0.00 Jointl4 Joint8 1663 lbs. 1663 lbs. -913 lbs. -913 lbs. ICI ` 3 112 144 lbs. each 30 - 2 - 0 HIP 3 - 2 -10 3.00 0.00 Joint 16 Joint 10 1663 lbs. 1663 lbs. -897 lbs. -897 lbs. ,„, ' 3 113 145 lbs. each 30 - 2 - 0 HIP 3 -8 -10 3.00 0.00 Jointl6 Joint9 1663 lbs. 1663 lbs. 482 lbs. -882 lbs. 6 (3) 2 -Ply HG1 137 lbs. each 30 - 2 - 0 HIP 2 - 2 - 10 3.00 0.00 Joint 17 Joint 10 3335 lbs. 3335 lbs. -1963 lbs. -1963 lbs. a s " • 12 J1 3 lbs. each 1 - 0 - 0 MONO TRUSS 0 -8 -10 3.00 0.00 Joint2 Joint3 101 lbs. 10 lbs. -71 lbs. 12 J3 IO lbs. each 3 - 0 - 0 MONO TRUSS 1 -2 -10 3.00 0.00 Joint2 Joint4 287 lbs. 32 lbs. -202 lbs. _ 12 J5 16 lbs. each 5 - 0 - 0 MONO TRUSS 1- 8- 10 3.00 0.00 Joint 5 Joint 3 Joint 4 651 lbs. 0 Ibs. 41 lbs. - 3451bs. - 341bs. -81 lbs. u { " "� l ( 27 J7 22 lbs. each 7 - 0 - 0 MONO TRUSS 2- 2 -10 3.00 0.00 Joint 5 Joint 3 Joint 4 650 lbs. 111 lbs. 21 lbs. -338 lbs. -122 lbs. -4 lbs. d eG 8 Ti 137 lbs. each 30 - 2 - 0 COMMON 2 Rows Lat Brace 4 - 2 -14 3.00 0.00 Joint 13 Joint 10 1663 lbs. 1663 lbs. -865 Ibs. -865 lbs. orOondo Io Voritun s CONSULTING ENGINEERS, EA. w , CIVIL / STRUCTURAL PE 22249 7220 5.W. 39th TERR 11 # M1, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 DEC 11 .1° Job 12 -2 -10 Truss CJ9 Truss Type MONO TRUSS Qty 6 Ply 1 Royal Truss Corp, Hialeah Gardens, FL 33016 1 3 3-11 -5 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 10 13:51:19 2010 Page 1 9 3-11 -5 2.12 Fir 5-9-15 Scale = 1:19.4 2x4 11 3 3-5-11 3-5-11 4x5 = 9-9-5 5-9-15 LOADING (psf) TCLL 30.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.98 BC 0.27 WB 0.14 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) -0.01 6 -7 >999 240 Vert(TL) -0.11 6 -7 >624 240 Horz(TL) -0.00 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 41 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BOT CHORD REACTIONS (Ib /size) 7= 725/0 -8-0 (min. 0 -1-8), 6= 614/Mechanical Max Horz 7= 180(LC 2) Max Uplift7= 358(LC 2), 6=-379(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All forces 260 (Ib) or less except when shown. BOT CHORD 6 -7 =- 298/197 WEBS 2- 7=- 599/466, 2-6 =- 199/302, 3- 6= 472/384 Structural wood sheathing directly applied or 1 -11 -14 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -06; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 Ib uplift at joint 7 and 379 Ib uplift at joint 6. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Trapezoidal Loads (plf) Vert: 1=-0(F=45, B=46)-to-3=-217(F=-64, B =-64), 3=- 167(F =-64, B=-64)-to-4=-163(F=-67, B =- 67),,1=- 0(F340 , B=10)-to-5=-50(F=-15, B=-16) t_ ', 2249 �a 7220 5.W'- 35th TEZ2 Al ',MI, FLA, 33155 TEL - (300) 262 -6225 FAX (305) 262-2_014 Job 12 -2 -10 Truss H1 Truss Type HIP Qty 3 Ply 1 Royal Truss Corp, Hialeah Gardens, FL 33016 c N 0 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 10 13:51:20 2010 Page 1 2-10-0 9-0-0 16-1-0 21 -2-0 27-4 -0 30-2-0 2.10 -0 6-2-0 6-1-0 6-1-0 6-2-0 2 -10-0 3.00 Fir 4x10 = 3 2x4 11 4 4x10 = 5 Scale = 1:56.4 3x10 G 3x10 ti 2 6 0 3x4 = 14 3x5 11 I 2-6-0 2 -1q-0 -0 9-0 2-6-0 040 6-2-0 13 12 11 10 6x6 = 3x4 = 3x8 = 3x4 = 16-1-0 21 -2-0 9 6x6 = 6-1-0 ' 6-1-0 f 8 3x5 11 3x4 = 27-8-0 30-2-0 6-6-0 I 2-6-0 0 N 0 LOADING (psf) TCLL 30.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase t33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.64 BC 0.51 WB 0.91 (Matrix) DEFL in (loc) Udefl L/d Vert(LL) 0.30 11 >981 240 Vert(TL) -0A9 9 -11 >596 240 Horz(TL) 0.06 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 138 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -10 -10 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0-10 oc bracing. REACTIONS (Ib/size) 14=1664/0-8-0 (min. 0 -2-5), 8= 1664/0 -8-0 (min. 0 -2-5) Max Upliftl4= -913(LC 2), 8=- 913(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2-3 =- 2621/1499, 3.4= -3333/2014, 4-5= 4333/2014, 5- 8=-2621/1499 BOT CHORD 12-13=-1336/2493, 11-12=-1336/2493, 10-11=-1336/2493, 9 -10 =- 1336/2493 WEBS 2 -14=- 1526/944, 2- 13=- 1394/2589, 3- 13=- 269/276, 3- 11=- 628/1055, 4 -11 =- 565/450, 5- 11=- 528/1055, 6-8=- 269/276, 6- 9=- 1394/2689, 6- 8=- 1526/944 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 913 Ib uplift at joint 14 and 913 Ib uplift at joint 8. LOAD CASE(S) Standard Lf CuivS„L ,J EAJvlttit_P:�, i'f,. CIVIL / STRUCTURAL P.E. 22249 7220 5.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -201 Job 12 -2 -10 Truss H2 Truss Type HIP Qty 3 Ply 1 Royal Truss Corp, Hialeah Gardens, FL 33016 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 10 13:51:21 2010 Page 1 2 -10-0 6-11-0 11-0 -0 16-1-0 19-2-0 23-3-0 27-4-0 30-2-0 I 2 -10-0 I 4-1-0 4-1-0 ' 4-1-0 4-1-0 4 4-1-0 4-1-0 ( 2 -10-0 O 1 3x4 = 3.00 12 4x8 2x4 11 3 5x12 = 2x4 11 5x12 = 5 6 4x8 7 2x4 11 8 Scale = 1:56.4 16 5x6 = 2-60 2 -10-0 2-6-0 0-401 15 14 3x4 = 3x4 = 13 12 11 3x8 = 3x4 = 3x4 = 11-0 -0 16-1-0 19-2-0 8-2-0 ' 4-1-0 4-1-0 10 5x6 = 3x4 = 27-8-0 30-2-0 8-6-0 I 2-6-0 I O 0 N Plate Offsets (X,Y) [4:0- 6 -0,0 -2 -0], [6:0- 6 -0,0 -2 -0] LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.43 BC 0.54 WB 0.94 (Matrix) DEFL in floc) l/defl Lid Vert(LL) 0.21 13 >999 240 Vert(TL) -0.34 13 >860 240 Horz(TL) 0.11 10 We n/a PLATES GRIP MT20 244/190 Weight: 145 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BOT CHORD REACTIONS (Ib /size) 16 =1664/0 -8-0 (min. 0- 2- 5),10= 1664/0 -8-0 (min. 0 -2-5) Max Upiiftl6=- 897(LC 2), 10=-897(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2 =- 193/258, 34=- 2544/1450, 4-5 =- 2691/1638, 5-6 =- 2691/1638, 6- 7 =- 2544/1450, 8-9 =- 193/258 BOT CHORD 15 -16 =- 1160/ 2127,14 -15 =- 1215/2427,13 -14=- 1215/2427, 12 -13 =- 1215/2427, 11 -12 =- 1215/2427,10 -11 =- 1160/2127 WEBS 2- 16=- 378/304, 3- 15= 46/465, 4-13 =- 242/472, 5- 13=- 363/288, 6- 13=- 242/472, 7- 11= 46/465, 8 -10=- 378/304, 3 -16=- 2672/1512, 7- 10=- 2572/1512 Structural wood sheathing directly applied or 3-6-3 oc puffins. Rigid ceiling directly applied or 5-3-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -06; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =16ft; Cat. 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 897 Ib uplift at joint 16 and 897 Ib uplift at joint 10. LOAD CASE(S) Standard ©H o n1 d oo Ittr o Vorhuin CONSULTING ENGINEERS, PA. CIVIL / STRUCTURAL PE. 22249 7220 5.W. 39th TERR MIAMI, FLA, 33155�� TEL - (305) 262 -6225 FAX - (305) 262 -2014 Job 12 -2 -10 Truss H3 Truss Type HIP Qty 3 Ply 1 Royal Truss Corp, Hialeah Gardens, FL 33016 0 0 0 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 10 13:61:21 2010 Page 1 2 -10-0 7 -11-0 13-0-0 17 -2-0 22-3-0 27-4-0 30-2-0 2 -10-0 ' 6-1-0 ' 5-1-0 r 4-2-0 I 6-1-0 ( 5-1-0 ' 2 -10-0 3x4 = 3.00 I 12 5x12 = 4 3x4 5x6 = 5 3x4 3 / 'ice \ — iii.._ 6 5x6 V�:IL 16 3x5 �I 2-8-0 249-0 7 -11-0 2-6.0 0.4-0 6-1-0 15 6x6 = 13-0-0 5-1-0 5x6 7 Scale = 1:56.4 8 14 13 3x4 = 3x4 = 12 11 3x8 = 3x4 = 10 9 3x4 = 6x6 - 3x5 II 17 -2-0 22-3-0 27-8-0 30-2-0 4-2-0 5-1-0 I 5-5-0 2-6.0 �7 0 0 M Plate Offsets (X,Y): [4:0- 6 -0,0 -2 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.44 BC 0.51 WB 0.78 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) 0.19 12 >989 240 Vert(TL) -0.3313 -15 >879 240 Horz(TL) 0.06 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 145 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-6 -11 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. REACTIONS (Ib /size) 16= 1664/0 -8-0 (min. 0 -2-5), 9= 1664/0 -8-0 (min. 0 -2-5) Max Upliftl6=- 881(LC 2), 9=- 881(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2515/1362, 3-4=- 2384/1358, 4- 5=- 2265/1359, 5-6 =- 2385/1357, 6 -7 =- 2515/1363 BOT CHORD 14-15=-1198/2384, 13-14=-1198/2384, 12-13=-1096/2265, 11-12=-1199/2384, 10-11=-1199/2384 WEBS 2- 16=- 1524/895, 2- 15=- 1324/2585, 3 -15= 467/300, 6- 10= 467/300, 7- 10=- 1325/2585, 7-9 =- 1624/896 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 6.0psf; h =15ft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1,00 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 881 Ib uplift at joint 16 and 881 Ib uplift at joint 9. LOAD CASE(S) Standard Col rd a n cd ii h- a ro CONSULTING ENGINEERS, E.A. CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 01t Job 12 -2 -10 Truss HG1 Truss Type HIP Qty 3 Ply 2 Royal Truss Corp, Hialeah Gardens, FL 33016 0 tV N 0 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 10 13:51:22 2010 Page 1 2 -10-0 7-0-0 12-5 -4 17-8-12 23-2-0 27-4-0 30-2-0 12 -10-0 I 4-2-0 I 54-4 6-3.8 1 644 1 4-2-0 2 -10-0 3.00 Fir 4x10 5x6 = 3 3x10 = 2x4 4x5 - 4 5 6 5x6 = 7 __.■••'WMIPP'161741L_.% 1.14070•=ftft-- 3x4 = 17 16 15 14 3x5 II 7x6 = 4x5 = 4x10 = 13 12 11 2x4 (I 7x10 - 5x12 MT2OH WE 4x10 Scale = 1:564 9 10 3x4 - 3x5 II 2-6-0 2-�p.p 7.0-0 2-6-0 014=0 4-2-0 I 12-5-4 64.4 17-8-12 I 23-2-0 I 27-6 -0 4-6-0 30-24 ( 2-6-0 Plate Offsets (X,Y): [5:0- 2- 8,Edge], [7:0- 3 -0,0 -2 -12] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.83 BC 0.51 WB 0.93 (Matrix) DEFL in (loc) l/defl Ud Vert(LL) 0.4813 -14 >616 240 Vert(TL) -0.74 13 -14 >397 240 Horz(TL) 0.10 10 n/a n/a PLATES GRIP MT20 244/190 MT2OH 187/143 Weight: 276 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc BOT CHORD 2 X 4 SYP SS purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. REACTIONS (lb /size) 17= 333610 -8-0 (min. 0-1-15), 10=3336/0-8-0 (min. 0 -1 -16) Max Upliftl7=- 1962(LC 2),10 =- 1962(LC 2) FORCES (Ib) Max. CompJMax. Ten. - All forces 260 (Ib) or Tess except when shown. TOP CHORD 2-3= 4065/3673, 3- 4=- 9402/6802, 4- 5=- 9402/5802, 5-6 =- 9402/5802, 6-7=-6772/3672, 7- 8= 4048/3660 BOT CHORD 15 -16 =- 3495/6884, 14-15=-3496/5884, 13-14=-5680/9439, 12-13=-5680/9439, 11-12=-5680/9439 WEBS 2- 17= 3148/1902, 2- 16=- 3636/6144, 3- 16=- 497/476, 3 -14=- 228913785, 4 -14=- 1024/880, 6 -11 =- 3935/2388, 7- 11=- 297/849, 8- 11= 3616/6117, 8 -10 =3139/1896 NOTES 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0-7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL =S.Opsf; BCDL =S.Op =15ft, C t. ll; ixp�; Yaald; " con [ f Cfl Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 ll ° CONSULTING ENGINEER'S, PA. use, CIVIL / STRUCTURAL Provide adequate drainage to prevent water ponding. P.E. 22249 6) All plates are MT20 plates unless otherwise indicated. 7) Provide mechanical connection (by others) of truss to bearing plate ca ble of wit stannl;1 6��IAMI, FLA, 33155 joint 17 and 1962 Ib uplift at joint 10. TEL (305) 262 -6225 FAX - (305) 262 -2014 8) Girder carries hip end with 7 -0-0 end setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 lb C ��1� down and 419 Ib up at 23 -2 -0, and 706 Ib down and 419 Ib up at 7 -0-0 on bottom chord. The design/selection o� i� Coltfifi1ieft filA9IVO2n device(s) is the responsibility of others. Job 12 -2 -10 Truss HG1 Truss Type HIP Qty 3 Ply 2 Royal Truss Corp, Hialeah Gardens, FL 33016 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 10 13:51:22 2010 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-90, 3- 7=- 188(F =-97), 7- 9=- 90,1 -16 =- 20,11- 16=- 42(F = -22), 9-11=-20 Concentrated Loads (lb) Vert: 16=- 706(F) 11=- 706(F) O[�I] a in 0 1(C� •i'© rr F `[fl CONSULTING ENGINEEPS, FA. CIVIL / STRUCTURAL RE. 22249 7220 S.W. 39th TERR MIAMI. FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 .14 Job 12 -2 -10 Truss J1 Royal Truss Corp, Hialeah Gardens, FL 33016 Truss Type MONO TRUSS Qty 12 Ply 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 10 13:51:22 2010 Page 1 1.0.0 1.0-0 3.00 I 12 2 Scale = 1:5.7 1-0-0 1-0-0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.06 BC 0.02 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.00 1 n/r 120 Vert(TL) -0.00 1 n/r 90 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 3 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing. REACTIONS (Ib /size) 2= 101 /Mechanical, 3= 10/0 -3-8 (min. 0 -1-8) Max Horz 2= 135(LC 1), 3=- 135(LC 1) Max Uplif12= -71(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All forces 260 (Ib) or Tess except when shown. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =16ft; Cat.11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 Ib uplift at joint 2. 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard T' a "u o OO Ui 1 Ud CONSULTING ENGINEE:<S, F;A. CIVIL / STRUCTURAL SE. 22249 7220 5.W. 39th TERR MIAMI, FLA, 33155 �� _ TEL - (305) 262 -6225 FAX - (305) 26 tov- Job 12 -2 -10 Truss J3 Truss Type MONO TRUSS Qty 12 Ply 1 Royal Truss Corp, Hialeah Gardens, FL 33016 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 1013:51:22 2010 Page 1 3-0-0 3-0-0 3.00 171F 2 Scale: 1.5 " =1' LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TP12002 CSI TC 0.27 BC 0.08 WB 0.00 (Matrix) DEFL in floc) 1/defl LJd Vert(LL) 0.00 4 n/r 120 Vert(TL) 0.00 3 n/r 90 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 2441190 Weight: 10 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 4= 32/03 -8 (min. 0 -1-8), 2= 287 /Mechanical Max Horz 4=- 515(LC 1), 2= 515(LC 1) Max Uplift2=- 201(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All forces 260 (Ib) or Tess except when shown. TOP CHORD 1 -2 =- 322/669 BOT CHORD 1- 4=- 515/342 Structural wood sheathing directly applied or 3 -0-0 oc purlins. Rigid ceiling directly applied or 6 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 Ib uplift at joint 2. 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard CONSULTING ENGINEEKS, PA. CIVIL / STRUCTURAL OE. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (50F) 262 -6225 FAX - (305) 262 -2014 Job 12 -2 -10 Truss J5 Royal Truss Corp, Hialeah Gardens, FL 33016 Truss Type MONO TRUSS Qty 12 Ply 1 Job Reference (optional) 1 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 10 13:61:23 2010 Page 1 6-0-0 6-0-0 I 3x4 = 2-6-0 2x4 11 2-6-0 5 12 -10-0 I 6.0-0 22-0 LOADING (psf) TCLL 30.0 TCDL 16.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007JTPI2002 CSI TC 0.49 BC 0.40 WB 0.10 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 0.01 4-6 >999 240 Vert(TL) 0.01 4-5 >999 240 Horz(TL) -0.08 3 n/a n/a Scale = 1:11.3 I PLATES GRIP MT20 244/190 Weight: 16 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND ROT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD BOT CHORD REACTIONS (Ib /size) 3=- 33/Mechanical, 4=-80 /Mechanical, 6= 652/0 -8-0 (min. 0 -14) Max Horz 5= 118(LC 2) Max Uplift3 =-33(LC 1), 4= -80(LC 1), 5= -345(LC 2) Max Grav4 =41(LC 2), 5= 662(LC 1) FORCES (Ib) Max. CompJMax. Ten. - All forces 260 (Ib) or Tess except when shown. WEBS 2-5= 432/316 Structural wood sheathing directly applied or 6 -0-0 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -06; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =16ft; Cat. I1; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 Ib uplift at joint 3, 80 Ib uplift at joint 4 and 345 Ib uplift at joint 5. LOAD CASE(S) Standard toy [r [1 l Li L1 (D) raril � CONSULTING ENGINEEKS, FA. CIVIL / STRUCTURAL I'. E. 22249 7220 SAM 59th TM MIAMI, FLA, 33155 TEL - (305) 2032e-0225 FAX - (505) 2641Q Job 12 -2 -10 Truss J7 Royal Truss Corp, Hialeah Gardens, FL 33016 Truss Type MONO TRUSS Qty 27 Ply 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 10 13:51:23 2010 Page 1 7-0-0 7-0-0 3x4 = 2-6.0 5 2x4 (1 2-6-0 F -9 7-0-0 4-2-0 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007ITPI2002 CSI TC 0.54 BC 0.34 WB 0.11 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) 0.02 4-5 >999 240 Vert(TL) 0.03 4-5 >999 240 Horz(TL) -0.08 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (Ib /size) 3= 111 /Mechanical, 4=-0 /Mechanical, 5= 650/0 -8-0 (min. 0 -1-8) Max Horz 5 =157(LC 2) Max Uplift3 =- 121(LC 2), 4= -3(LC 1), 5=- 338(LC 2) Max Gray 3 =111(LC 1), 4=22(LC 2), 5= 650(LC 1) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-5 =- 477/368 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= SApsf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift at joint 3, 3 Ib uplift at joint 4 and 338 Ib uplift at joint 5. LOAD CASE(S) Standard a u -U d CONSULTING ENGINEEKS, YA. CIVIL / STPUCTUKAL P.E. 22249 7220 S.W. 35th 7EM' MIAMI, FLA, 33155 EL - (2O0) 262 -6225 FAX - (5O5) 262 -204 Job 12 -2 -10 Truss T1 Truss Type COMMON Qty 8 Ply 1 Royal Truss Corp, Hialeah Gardens, FL 33016 2 -10-0 8 -11-8 2 -10-0 ' 6-1-8 2x4 J� 4x5 3x4 34 16-1-0 6-1-8 3.00 FIT 2 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Fri Dec 10 13:51:24 2010 Page 1 21 -2-8 6-1-8 4x8 = , -. 2x4 II All&L. /A01111— i■—_-1.1**11:11■ 4x5 3x4 67 27-4 -0 8-1-8 30-2-0 2 -10-0 3x4 = 13 5x6 = I 2-6-0 2 -19-0 11-0 -0 2-0-0 0-4-0 8-2-0 Scale = 1:54.9 9 0 TT� �Y �7 12 11 10 3x4 = 5x6 = 5x6 = 5x6 = 19-2-0 1 27-4 -0 271.0 30-2-0 8-2-0 8-2-0 0-4W 2-6-0 Plate Offsets (X,Y): [11:0- 3 -0,0 -3 -0], [12:0 -1- 12,0 -34] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase t33 Rep Stress Incr YES Code FBC2007!TPI2002 CSI TC 0.55 BC 0.60 WB 0.65 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) 0.2211 -12 >999 240 Vert(TL) -0.4611 -12 >639 240 Horz(TL) 0.11 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 137 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BOT CHORD WEBS REACTIONS (Ib /size) 10= 1664/04-0 (min. 0- 2- 5),13= 1664/0-8-0 (min. 0 -2-5) Max Uplift10=- 865(LC 2), 13=-865(LC 2) FORCES (Ib) Max. CompiMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3.4=- 247711328, 4-5 =- 246711343, 5-6=-2467/1343, 6 -7 =- 2477/1328 BOT CHORD 12 -13 =- 1231/2462,11 -12=- 940/2036, 10- 11=- 1231/2462 WEBS 5 -11 =- 157/526, 7 -11 =- 281/266, 8- 10=- 503/398, 5 -12 =- 157/526, 3- 12=- 281/266, 2- 13=- 503/398, 3-13=-2708/1428, 7 -10 =- 2708/1428 Structural wood sheathing directly applied or 3-5 -1 oc purlins. Rigid ceiling directly applied or 5 -3-8 oc bracing. 1 Row at midpt 3 -13, 7 -10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 865 Ib uplift at joint 10 and 865 Ib uplift at joint 13. LOAD CASE(S) Standard CONSULTING ENGINEEKS, FA,, et CIVIL / STRUCTURAL q 55.22249 c.. 7220 S.W. 390i TEKK OIVINI,eFLA, 33155 TEL - (0051 262 -6225 FAX - (305) 262 -2014 1 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures.: HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® r is the responsibility of the installer (builder, building contractor, licensed ontractor, erector or erection contractor) to properly receive, unload, store, ,andle, install and brace metal plate connected wood trusses to protect life and roperty. The installer must exercise the same high degree of safety awareness as vith any other structural material. TPI does not intend these recommendations to,: :e interpreted as superiortothe projectArchitect's or Eng ineer's design specification or handling, installing and bracing wood trussesforapar icuiarroofortioor .These e.commendations are based upon the collective experience of leading technical`;,- CAUTION: The builder, buiidirig contractor li contractor, "erector ,or erection' contraoto uispd to cbtal and read the entire bo ki inentary and Recommendations for Har dlini stiffing, & .Bracing Metal; Plate Co t>tecte� -" Trusses,;HIB =9,1: front the -Vti S P.Iate'.i`ta DANGER: A DANGER designates a condition where failure to follow instructions or heed warn - tng will most likely result In serious personal injury or death or damage to structures: WARNING: A WARNING describes a condition_ - where failure to follow instructions could result in severe personal injury or.daniage to structures. TRUSS PLATE INSTITUTE 583 D'Onotrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the wood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or Installer.Thus, theTruss Plate institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright ® by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be: reproduced in any form without written permission of the publisher. Printed in the United States of America. racing be no less rade sM. e C co ni.�irerl" lumber' All ' connect %ns hai�a»adwitbym niriiuri of 2.46d nal!s.: Ali trusses ssumed on center orIess "Alp rnuiti -_pry F s u b connected *get erg in actor : ante i 6104; dra roes p ip; to='tttstallation..' TON:, ruisses shoilldR o !e nl � doct onrroug r airj ors ineveij surfaces wh co ildr a sa:'damade 10 t ie ,-ti',11 . Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installs. ;. Lion begins or lift bundled trusses by the bands. :. A WARNING: Do not use damaged trusses, Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless :properly: braced.- .4 DANGER: Walking on trusses which are lying flat Is extremely dangerous and should be strictly prohibited: Frame 1 AWARNING: Do not attach cables, chains, lr hooks to the web members. Tag Line or less Approximately 1/2 truss Length Approximately '1/2 truss length Truss spans less than 30'. Spreader \I 7Iridi Toe In Tag Line ' WARNING: Do not lift single trusses with spans greater than 30' by the peak. MECHANICAL INSTALLATION" Toe In Tag Line Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set In proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo - rary bracing is installed. Strongback/ SpreaderBar el LIE'S NI Approximately i5 to'/, truss length Greater than 60' Spreader Bar Toe In Strongback/ SpreaderBar Toe In At or above mid- height Approximately "/z to .i5 truss len • h Less tharr or equal t0 60' A 10.bit?;:reippora russesa-tritt>ksi Tag.. Line''. Tag Line Greater than 60' �y. 4 'g l . GROUND BRACING :BUILDI6� G INTERtOk.4rR Ir Idwo Top Chord L.BT s EXTERIOR Ground Brace Verticals GBV) d alma of bna- aiid coup of trusses ind.br!os (EA) Ground brace diagonals (00D) Ground brace vertical (GIN) Ground brace lateral (LBO braoe , lil russ of brs "7e group of trustee, • End brace (ES) ground stakes ■ Strut (sn Typical horizontal tie member with multiple stakes (HT) CAUTION: Ground bracing required for all Installations. Frame 2 12 4 or greater Top chords thaterelaterwly braced can buckle togetherand cacao collapse inhere lane diago- nal bracing, Diago4al bracing should benailed to the underside of the top chord when pwiine are attached to the lopaidebtthe,top chord. riP SPAN MINIMUM' PITCH i LATERAL BRACE SPACING LB SPACING( , s) 'a TOP CHORD SPACING (DBS)CE "' '. r# trusses] ; SP /DF SPF /HF Up to 32' 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP • Southern Pine SPF - Spruce - Pine -Fir -.w .r icy . -s',. SPAN MINIM PITCH ,., DIFFERENCE TOP`CHORD v L .TERALBRACE SPACiNG¢,8 TOP: CHORD, DIAGONAf:BR/ SPACING'EDB • Up to 28' Over 28' - 42' Over 42' - 60' Over 60' 2:S SP /DF." 17 :SPF /HF 12 3.0 6' 9 6 3.0 5' 5 3 See a.registered professional engineer F - Douglas Fir -Larch :F - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir .ontinuous Top Chord _ateral Brace --�` Required 10° or Greater Attachment Required All lateral braces lapped at least 2 trusses. Frame 3 Top chords that are laterally braced can buckle togetherand cause collapse inhere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlieu' are attached to the topside of the top chord. SCISSORS TRUSS 12 4 " greater jIr SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBs) ' BOTTOM CHORD DIAGONAL BRACE SPACING (DB& [4. trusses] SP/DF SPF/HF 15 Up to 32' 4/12 15' 20 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' -- See a registered professional engineer - - -- - LJougIas r- rc I-IF - Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir All lateral braces , lapped at least 2 trusses. 3ottom.chord.diagonal bracing- repeated,,,.4..... at each Am:VW the ,building and at same.-- spaging.20op4hord:dlagonatbracing., severpeisona. i'lltl?"44Ce El idte nj ; -tr - . • Cross bracing repeated at each end of the building and at 20' • Intervals. Permanent continuous lateral bracing as specified by the truss engineering. WEB MEMBER PLANE Frame 4 SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs)' [# trusses] SP /DF SPF /HF Upto32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine iF - Hem -Fir SPF - Spruce - Pine -Fir 8 4; 2X4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together end caueecollapee inhere Jena diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment/ Required 2oyDes1 30" or greater The-end diagonal brace for cantllevarp.d .trusses must be placed on vertical webs in line with the support. ' _Erna diagonals ark e . ` 2.stabilityand must be 8upirca both ends of the truss system. 1AtAR Ct tG^ r idL. s vei re! $4na wrgat;aa,�,oc� 4x2 PARALLEL CHORD TRUSS TOP CHORD:" Top chords that are laterally braced can buckle tog ether and cause collapse ff there fa no dingo nalbraaing. Diagonal bracing ahouldbe nailed > to the underside et the top chord when puffins are attached to the topside of the top chord. 1y End diagonals are esseritiat for stability and must be dup'lreat both ends of the truss system. Frame 5 %~G 31/2a Trusses must have lum- ber oriented In the hori- zontal direction to use this brace spacing. MONO TRUSS I SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBs) TOP. CHORDT DIAGONAL BRACE SPACING (D139) [4 trusses] SP/DF SPF/HF Up to 24' 3/12 $ 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered profession engineer OF - Douglas Fir-Larch HF - Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir Diagonal brace also required on end verticals. Top chords that are laterally braced caa buddo togothorond cause collapselfthoro isnodtago• nal bracing. Diagonalbraolog should be wilted to the underside of the top chord when purllne attaillled to the topside or the top chord. 'j■ PLUMB Truss Depth D(In) Ilaximum •iiisplacement 12 13 or greater f<e e• All lateral braces lapped at least 2 trusses. Ur or Greater Attachment Required -WARNING-fail sevfrenktottall - - Lesser of D/50 or 2* Plumb Une • endatlons id- esulti 144 , r-f' • - • • TALIATIONTOLERANtE .1)(In)' i`13/014't D(ft):4:- 12° 1/4' 1' 24" 1/2" 2' 36" 3/4" 3' 48° 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4° 7' 96" 2" 8' 108" 2" 9' OUT-OF-PLUMB INSTALLATION TOLERANCES. Length L(in) • BOW, ga`'.4tV,c;f14.4 ......... ............. c t Lesser of L/200 or 2" A WARNING: Do not cut trusses. .• • , L(In) 1.(In) • ........ ........... Lan) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" $.3' 150" 3/4" 12.5' Lesser of L/200 or 2" — Lan) 1.400 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT-OF-PLANE INSTALLATION TOLERANCES. ---• : ,- DANGER: Under no circumstances should ik ...._ ... -: :...cOnstruction loads of any description be placed - '-_, on unbraced trusses: Frame 6 • • • • • • • • • • • • • • • • • .. • • • •. • • • • .• • • • • • • ••• • . • • • • • STRUCTURAL CALCULATIONS RESIDENCE 950 NE 100th Street Miami Shores, Florida TABLE OF CONTENTS Edward A. LANDERS, P.E. CONSULTING ENGINEERS This cover sheet is provided as per Florida- Statute 61G15-31.003 in lieu of signing and sealing e : ' individual sheet. An index of the structural design is attached which is numbered and with the identification and date of each drawing. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * (305)823 -3938 * FAX (305)823 -9355 • ' : • • • :.; • • titt 0 )0A—It..41 • •4--lot:c17 (.tR it it- • ie. • . 41141", - • • • 0,41 • • ' • s'Ao • • 1 . • to ; ... - ...-.0..•,.. .0„ ,.... .1.,!.... ?.: • 0 • •• 7 • :5•: • .1 • : • • . • • ' • 1' • ; • • 1st • tAkialk TA76-r- 4;96,,--etF ---1V49 .7,15 • • .1 • : • • a • • •: 1,. * .... : . --;..- -•,...• •:. . 1 . ....-... ; .f. ... . .• • . . . - ; . ;. . ;,- • .... . ..-: . . . .. . .• . . . • v Sr •••• • . • e 45.9 • f• • • • • 0. ; •••• • • • • ...•••••• • 1' Edward A. LANDERS/ P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 • ti2 • NE-1 CA—t-G-5* t 7 ' 3 • ; • t „.. , • .., - • 4...• ... .. .. . , . . . : . . . . . . : • r 114 Zioftitelr • • *4 • 40-1 tr-- ---- • • ' • • • -• 5 • s: • • ■t• 0. 1 • • '"---r----4-tro eve-- ••*„.4••: • ..... • i • • .t.• • • • „ • : gp • t • 17 • • • . . • ! • '• •- ! • • • • • • • • --121P-4.4 •41.. . • Ze • •••• . • • • et • : • • ••es . 0.. • • • f • • • • • • • • ex-rk?ctitrc tov VV .•.: t : : : : : t i• J.; :. : : : ... .. *0"•rui. . . .; . s • • : . . ".. I" • .4. • Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 CA-r,ceS ( 0 1 • • : 4 . ....- • : . . 4 . '': • : :,..... . :.; ,.... 1 • . • • - -tacekra 4 - ,„ - ...- : : *.f "4. - • . .. .. . . :.• : ; ,• : _ . :••• : : A s• f• . : ' • • -- • • . ;•••••r-::—• • .4••••••■•••• i•-• • - - • .1..«.........4.... ..I • ...1-_-..-,•t•---...- - 1 i . • .. • : i . . . . . 4 • 7.....,............,.........?.......r...,....,••••••••,...,,,,...,,..-..... •,..i. • i ' : ...` 1 • i : • : : : ' - •:.: . . . . . . . . . . . . :— . ...4..... ....4.....:,4,.,..- ;,—,--..4,.... ..- : ....,...— .. .••••• , .... "..... ...., 4.4....—.. or 7 • i •S" • • .1`.1 • • ..... • • • •••• • .• • ********* •0U • 44.• SS •II • • • • .1*. • • • • • • • • • • . • . • • : • • • • • 0 • • 40 • • • • • • • • • • • •• • • • • • • • • •• • •• • • • .. . •••• • • ••••• • . •••••• .f.0 • s '1 • -• ***re-1;06z *4",••■440,•• ,...±,••••• —e-4; .•••• • -C4CA' 1 i ,.4.41k4ofr.: 4r ..¢......,..saarr,....c.pr. w... . - i i i i i : i 4 4 4 3 4 1., 4 .4 • .7. I .v.....r. I ad vox., 4,....,..vain.- 4r...... v.:, -.....,...v..-.... - -Al ........,.....4 - ......, ,,tor ..,-.1Tattsertor4,,,, • ..1, ...,••• , I ' : • . : . . . I • r • ......... ........ ... Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 ■ (305)823-3938 Cotf—C1 : . *.; viA 17( 41.4-7 ... ....... ....... q-4 • • • • • • • it • • • • ••••••••1 • • •Att••.* •tte••■ • • *It' Ati• • • Ai • •* • • trisir•ory • • p 1160 It • • ••• ft, • ft •111 • •••••• •Ift • 0 • • : • • •••• • •• • • • .. . • lb; • CiTip 517 /Lk CONSULTING ENGINEERS TA8Lt:3,2.1,2 Reinforced Wall-Properties for Load Combinations Not including Wind or Seismic Concrete Masonry V sit Pro os t.% B in Fir Effective Depth , d *3.8125 in Fyn W O! ►:i- a , j K• 'j �.: 29,.•000 pe 80,000 psi (liable Arranged by increasing MR Out»of -Plane Resisting Moment and Shear for Bare Positioned in the' Center of the Well Bar Size Bar Spacing (m) *1,360 psi pn') (iblt9 Bar 8 7 6 8 e 7 8 4 7 8 6• 7 8 7 8 8 7 4 8 a e 7 8 8 8 16 8 18 24 16 8. 24 32 40 18 32 24 40 32 24 48 16 40 as 88 04 48 64 1.19 20,072 0.90 19,008 0.88 17,730 0.89 18,609 0.47 18,221 0.48 16,660 0.40 15,040 0.33 14,499 0.30 14,301 0.30 14,087 0.30 13,987 0.24 13,180 0.23 13,134 0.23 12,972 0,22 12,896 0.20 12,488 0.18 12,103 0.17 11,758 0,16 11,808 0,15 11,374 0,15 11,374 0.13 10,838 0.17 10,684 0.13 9,749 0.12 9,698 0.18 9,349 0.11 9,105 0.11 8,830 4 8 7 5 4 8 7 4 8 8 7 5 4 4 6 4 4 8 4 4 Oar Bar n�g`(lna�1� t� Size Spacing $ (in) (in (in- -lb/R) 0 1,500 psi 24 •0.10 8,311 8 8 1.9 21,880 72 0.13 8,310. 7 8 0 20,847 88 0,09 7,804 8 8 0, 9,201 40 0.09 7,783 8 16- 0, 18,085 72 0.10 7,882 6 8 0.47. 17,814 84 0.08 8,829 7 16 0.48 18,983 48 0.08 8,508 8 24 0.40 1.8,308:. 32 0.08 8,308 6 16 0,33 18,680 �. 96 0.10 8,232 4 8 0.30 ' 15,381 72 0.07 8,070 7 24 0.30 16,198 98 0.08 8,687 8. 32. 0.30 18,118 88 0.07 8,878 8 40 -0.24 14,181 40 . 0.08 8,088. 8 18. 0.23 14,127 120 0.08 4,986 . 7 32 0.23 13,983 e4 . 0,08 4.881 8 .24 0.22 13,871 96 0,08 4,882 8 48 '0,20.13,392 120 0.08 4,549 7 40 0.18 12,982 72 0.08 4,339 8 32 4.17 12,692 48 0.06 4,264 8 24 0.16. 12,315 88 0.04 3,668 4 18 0.15 12,171 120 00.4 • 3 42 : T •• : 11}8. •' 0.13 12,171 1) : :.58•. 0,17 11,479 84 044 $ 9 ; 6. • : 80..' 0.13 10,888 72 0i 7 86 0.13 10,432 120 0.03 2,803 8 84 0.15 "10,044 98 - 9.03: •2,132 • • • • 120 :0.;12: 1,708 . • • • • •.. Bar Size Bar Spacing (in) 8 72 4. 24 7 72 6 5.6 5 40 6 64 6 12. 7 96 8 86 8 120 4 40 6 • 64 7 120 6 96 6 72 4 48 0.08 4 . 88 0.04 8 120 004 96 0.04 64 0.04 72 0.03 120 0,03 96 0.03 120 ' ( 0.02 A 0.13 0.10 0.10 0.09 0.09 0.08 an-lb/ft) 8,928 8,348 8,114 7,840 7,788 6,860 0.8 f 6.,83a tOtt- -OW 0.07 I 8,097 0,08 6,085 0.07 8,600 0,08 8,357 0.08 8,104 0.08 4,900 0,08 4,868 0,06 4,673 0.05 ` 4,388 4,278 3,687 3,688 3,267 3,209 2,862 2,814 2,1 1,71.1 39 4 4 5 P0101,3600 foot 1,6000 • • • `•••• •••• .; a :!• •• i • ••rr• • 0 • • • • • .. ••••s.• • -0• :•••• • ▪ • • • •• • • •• 4•• • •• • • • • • i•••• :• 1 • OW r s'" c "... TS-01 WAD Edward A. LANDERSI P.E, CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 (- 3t-DLO K 1■1 cto 6 te• /6‘ bits- >ti6 • * . . :4-CrYet, .. • • . • .4-• • Of -3 ... • • • • • • a . • • _ 0 3 tA7 1;t:‘ ............ • • • • 4•efir.- •••• is Or 00 . eosio1. • 4 • • • i • O D, • ••l• • • e: • 4i44`:f• • • • • . • • '7 • 0ii ? •••• *, • * • • : •.• • ' : .., . ' 10 •10- : ..... .......... •• :* 0,00,0 * ..0 • :0 • • CO0A.00 • . . .„ Edward A. LANDERS, RE. . CONSULTING ENGINEERS P.E. #038398 (305)823-3938 (-?1 40 7. 4. ........... . . . 4w. 0 4 .. • • .. ....... • 46.• • 14 • • • • : • • :;*.• • • • j(: • ::• • • •i# • : • •• • • ... • • 44 • I' • ; •• • ••• • • • #1* • *soul :•• • • • •••••• • • 9 • • • • • • • • .. • • •: • •we •• • • • ' • ■Voi • ... .0 ••••••••• • : • .•••■ • • • • • • • • • 0 • • • • • • • 0• Edward A. LANDERS, RE, CONSULTING ENGINEERS P.E. #038398 (305)823-3938 (-3(10 1 r S • • ... MOW 10 ... -6-01r> LA-4;:lr 4ZL-rittiL 5 St s •:? 7YIC. 1635z) : • .". 1. 1. r. e Om_ i-t--41 • s6r-orevi • • ; • • • • •• • • • , • • • • • • • • • • • .' • •••:•••• •••••• • •41:0••• , • ••'••• • 1 t.f. • • •• :. •110. E'›Ti P *4, • • • ••• .0 •• • : "c 5 to 1,0* • 10b • lr -"--t•i7e--C1:47711 1 Edward A. LANDERS; P.E. CONSULTING ENGJNEERS P.E. MUM (305)823-3938 -/ WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 950 NE 100TH STREET, MIAMI SHORES, FLORIDA Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or I Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) II C Width Perp. To Wind Dir (B Width Paral. To Wind Dir (L 1 3.0 14.0 Hipped 0.85 12.00 17.00 14.50 50.00 85.00 Hz :12 Deg ft ft ft ft ft For rigid structures (Nat Freq > 1 Hz) use 0.85 Importance Factor Hurricane Prone Region (V).100 mph) Table 6-2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft dip Izm Lzm Q ust2 Cc * (33/z)"0.167 I *(zm/33) ^Epsilon (11(1 +0.63 *((B +Ht) /Lzmy0.63)) ^0.5 0.925* ((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) 4Z QQ Q.$1Q1 46130$ ft •• • ••• 211/2010 • • • Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Fig 6-5 Internal Pressure Coefficients for Buildings, Goo! Condition Gcpi Max + Max - Open Buildings 0.00 0.00 I Partially Enclosed Buildings 0.55 -0.55 'Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 0.$5 • .• • • •• • •• •• • ••■■ • • •••• • • • • • • • • • • • • Page No. 1 of 4 • 2/1/2010 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of Ail Heights Etev 0 Kz Kzt qz Ib/ft" 2 Pressure (Ib/ftA2) Topographic factor (Fig 6-4) Windward Wail* Leeward Wail Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip -ft) 17 0.87 1.00 40.43 20.40 , 34.58 -19.14 -4.96 39.54 3.95 3.95 15 0.85 1.00 39.37 19.69 33.86 -19.14 -4.96 38.82 33.07 285.59 Note: 1) Positive forces act toward the face and Negative forces act away from the face. Bi Figure 6-6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Systems (Method 2) L L Kh 2.01 *(15 /zg)A(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)A2 *l *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V "2 *I *Khcc *Kht *Kd 39.37 psf • • • • • • • •• • •••• • • • • •••• • •••• •• • • • • • • •••• • • •• Surface Cp ndward Walt (See Figure 6.5.12.2.1 for Pressures) 0.8 • ••• • • • • •• • •• •• • • • • • • • • • • • • • • • • • Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 85 ft wall) Side Walls Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) -0.36 -19.14 -4.96 -0.50 -23.82 -9.6 -0.70 -30.52 -16.34 -0.54 -0.04 -0.46 -0.54 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -25.16 -8.29 -22.48 -18.07 -10.9 5.88 -8.31 -18.07 • •••• • • • Page No. 2 of 4 • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Top (Leeward) -0.46 -15.40 Overhan • Bottom A • • I'cable on Windward onl 0.80 26.77 Dist from Windward Edge: 0 ft to 29 ft - Max Cp Dist from Windward Edge: 0 ft to 7.25 ft - Min Cp .Dist from Windward Edge: 7.25 ft to 14.5 ft - Min Cp Dist from Windward Edge: 14.5 ft to 29 ft - Min Cp Dist from Windward Edge: > 29 ft -0.18 -0.90 -0.90 -0.50 -0.30 -15.40 26.77 -13.11 1.06 -37.21 -23.03 -37.21 -23.03 -23.82 -9.65 -17.13 -2.95 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg)A(2/Aipha) Topographic factor (Fig 6-2) 0.00256 *(V)A2 *tmpFac *Kh *Kht *Kd Angle of Roof = 0.85 1.00 39.37 14.0 Deg Transverse Direction • • •.•. Longitudinal Diii n.: • To Wald Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (psf) Min P (psf) Max P (psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1 E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 * p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • 2/1/2010 •••• • • • • • • •. • • • • • .• ••• • • • .. • • • • • • • • • • • • • • • • .• • • ..•. • •.. • • • Page No. 3 of 4 ift, WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Future 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5 =_> a Hipped Roof 7 < Theta <= 27 5.00 ft n any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (IbiftA2) Max Min Max Min _' WINDOW 0.00 • • • A 4.41 5.25 23.15 4 0.94 -1.04 4393 ' - 47,a64' B 4.41 2.16 9.53 4 1.00 -1.10 46'4v ' - 50.41r- C 1.58 2.16 3.41 4 1.00 -1.10 46'A" • -50.40 ' D 3 3 9.00 4 1.00 -1.10 46.g: -50:4 E 3.25 5.25 17.06 4 0.96 - 1.06 44 85 - 48,s9. F 6.33 4.25 26.90 4 0.92 -1.02 43,147..' -47.41 • G 3 4 12.00 4 0.99 -1.09 oat. - 49.85 •' 0.00 `+ • 0.00 • • • • •••• • DOORS 0.00 • • ' • • • • D -1 3 7 21.00 4 0.94 -1.04 44.22 - 48.16 • D -2 2.5 7 17.50 4 0.96 - 1.06 44.77 -48.71 GARAGE 9 7 63.00 4 0.86 -0.96 40.90 -44.84 D -3 6 7 42.00 4 0.89 -0.99 42.13 -46.07 RAFTERS 2 10 33.33 1 0.40 -0.85 22.66 -40.47 RAFTERS 2 10 33.33 2 0.40 -1.44 22.66 -63.73 RAFTERS 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 2/1/2010 • • • • • • • • • • • • • Page No. 4 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 5 -_> a Hipped Roof 7 < Theta <= 27 5.00 ft Double Click on an data enter line to receive a he Screen -Component widen (ft) span (ft) Area (ft" 2) Zone GCp Wind Press (Ib/ftA2 Max Min Max Mir.. WINDOW 0.00 • • • . A 4.41 5.25 23.15 5 0.94 -1.27 43V ' -57.4r B 4.41 2.16 9.53 5 1.00 -1.40 4874N. ' - 62.2'1 C 1.58 2.16 3.41 5 1.00 -1.40 46.46_ • -621 D 3 3 9.00 5 1.00 -1.40 48,4p• • • - 62/1• E 3.25 5.25 17.06 5 0.96 -1.32 44A5.• . - 58.9$. F 6.33 4.25 26.90 5 0.92 -1.25 4347.. -56.23 G 3 4 12.00 5 0.99 -1.37 45.1.. . -61.11 0.00 • • • 0.00 • • • DOORS 0.00 " ' • " D-1 3 7 21.00 5 0.94 - 1.29 44.22 -57.7 D-2 2.5 7 17.50 5 0.96 - 1.31 44.77 -58.83 GARAGE 9 7 63.00 5 0.86 -1.12 40.90 -51.10 D -3 6 7 42.00 5 0.89 -1.18 42.13 -53.54 RAFTERS 2 10 33.33 1 0.40 - 0.85 22.66 -40.47 RAFTERS 2 10 33.33 2 0.40 - 1.44 22.66 -63.73 RAFTERS 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 2/1/2010 • • • • • • • • • • • • • MiAM1*t i3E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Company 14305 South Cross Drive Suite 200 Burnsville, MN 55306 ScoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami- -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Q14DTC/GTU- 100/NFM" Wood Connectors APPROVAL DOCUMENT: Drawing No. NFM-DTC-GTU, titled "Wood Copnectprs DT3 100/NFM Series ", sheets 1 and 2 of 2, dated 05/23/06, with no revisions, prepares tAniied St rroducts • • Company, signed and sealed by Robert W. Lutz, P.E., bearing the Miami -Dade GouatyFroduct Coct'�ol renewal stamp with the Notice of Acceptance number and expiration date by the MiatiaDade County • Product Control Division. MISSILE IMPACT RATING: None MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUJ DING 140 WEST F.LAGLER STREET, SV)ITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.govibuldhrgcode.com •••• •• • • • • • .... • .. • .. • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name ar4ogo, city, stne and following statement: " Miami -Dade County Product Control Approved ", unless o$bN$d noted herein. RENEWAL of this NOA shall be considered after a renewal application has bee i fileli and tiiere•h beeq no change in the applicable building code negatively affecting the performance of this and uct..... • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision tt change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 0831.04 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • • • NOA No 07- 1003.10 Expiration Date: October 1, 2011 Approval Date: November S, 2007 Page l United Steel Products Company NOTICE OF ACCEPTANC4: EVIDENCE SUBMITTED A. DRAWINGS 1. . Manufacturer's die drawings and sections. 2. Drawing No. NFM- DTC -GTU, titled "Wood Connectors DTC/GTU- 100/NFM Series ", sheets 1 and 2 of 2, dated 05/23/06, with no revisions, prepared by United Steel Products Company, signed and sealed by Robert W. Lutz, P.E. B. TESTS 1. Test reports on Upward, Downward and Lateral Loads per ASTM D1761 on Wood Connectors: Report No. Wood Connector Date Signature 07 -6301 GTU -100 06/27/07 C. R. Caudel, P.E. 07 -6300 DTC 08/27/07 C. R. Caudel, P.E. 07-6321 NFM-45 09/10/07 C. R. Caudel, P.E. 07 -6320 NFM -45U 09126/07 C. R. Caudel, P.E. 07 -6319 NFM -3U 09/24/07 C. R. Caudel, P.E. C. CALCULATIONS 1. Calculated capacities for GTU-100, DTC and NFM Series, prepared by United Steel Products Company, dated 09/27/07, signed and sealed by Robert W. Lutz, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CER M ICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance issued by United Steel Proddets•Cpmpapy, d ted 09/10/07, signed and sealed by Robert W. Lutz, P.E. : . • • • 2. Statement letter of no financial interest issued by United SteelPoucts (ompgny, dated 09 /07/07, signed and sealed by Robert W. Lutz, P.E. •••• 3. Laboratory compliance letter issued by Product Testing, Inc., dated 09/10/07, signed and sealed by C. R. Caudel, P.E. • • • • • • •. • ••.. • • • • • • •••• • • • - • • • • • •••• • • .. • • * ••• • • • • •• • •• •. • • • • • • • E•1 .44,,foor 1'1/07 los M. Utrera, P.E. Product Control Examiner NOA No 07.1003.10 Expiration Date: October 1, 2011 Approval Date: November 8, 2007 rmf)r..:1:.)':4: 72- *.■ ..77P/1 4fliftP"'' EN_ . M GENERAL NOTES, t.":-‘1,11ri.41 1. STEEL SHALL CEDWURM TO Arm 4653, STRUCTURAL GRADE 33, MN MD A 1001414 GALVANIZED COATING OF G-60. 2. FASTENERS ARE COMER WIRE NAILS 1NLESS OTHERWISE NOTED. 3. ALLOWABLE UPLNT LOADS HAVE BEEN INCREASED FOR. A SHORT TERN DURATION FACT OF 60Z FIR WIND LI1AD CIDernat FURTHER DEREASEN AWN. 4. ALLOWABLE DOWN WADS ARE NOT INCREASED BY SHORT TERN =ATOM FACTOR 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS Eta WOODS CENSTRUCTEM 2001 EMT= FOR SELITHER14 7EL1.11W Plt•E (0 ex 0.55 OR BETTER) O. TEST PERM)! IN ACCORDANCE WITH ASTM 01761. PRODUCT CODE MATERIALS ic,x Immures • • FASTENERS DESIGN 12jrimuillaue 00Z LOADS A ,,m iiir RTARtn"LjtllrgttllCll ,... 7 a "023311112EZIMITI1111111111111E111M11111 HEADER MIST F41,4MIIMMINI RTE./I i MIIII NFM 3 MIMI Wt4 313 3/8"- 6x4' nnAlll 11-3/4' Irgr, (1) 1/2' 'IA '1- BOLT NFM 3x8 318'- fixe• MIII. 11111M2fIrgriliDIZI01174-41/1)(1FIZ:0:111-111:11141M11111111. 7130 MI NFM 3x10 =MA rffill,111111211r=11 tILAM.4:111DALIZilliLlii LAI =MEM Mill ME NFM 3x12 3/8'- 6x,r: II) 1/2' DIA ANCHOR NU (14) 10d 7130 1720 Wil 3x 100 / - ' MEM o o mil , •,11 (3) 112' BOLTS 7130 3165 NFM 3 xl2U 3/8'- 6x4" MIN (1) 1/2' DIA ANCHUR DOLT (5) 1/2' MILTS 7130 3165 NFM - : 3/8"- 6x4' MEN 1, CD •' DIA Al..,,. lei,. i T (10) 10d 7510 NFM 35x10 MILIMIIIMM)MNIi MIL cu 1/2' DIA ANCHOR BOLT (12) 10d 7510 ip MI NFM 3542 friZMIPThtliECIFLPM/17510 NFM 35x1178 NR4 35x16 MIMI 3/13"- 6x4" 7 GA 7 GA rgrallgrriktoKollge;111)(IFIIIMMIIIIIIIII MIIIIIIIIIMMIMIN 7510 MIIII (1) DIA ANCHOR BELT [t('. 0 NFM 35)48 3/8"- 6x4' 7 GA MIN (1) Ile DIA ANCHOR BOLT (14) 10d 7510 1720 NFM ,;x1OU 3/8'-6x4' 7 GA piom,.., • _ . Asi,. 1J 1/2' BEL 7130 31 3542U 3/8'- 6x4a 7 GA MR 3-5/8' MIN (1) 1/2' DIA BELT (5) • TS MIMI NFM 6 , 3/8'- 6x4' giMIIMIIIIM010,w, fori-JaiItimji,11.1141(5) 1/2' MLTS MIMI NFM 35 . 3/8'- 6x4' erlIAMMIllilerralM/N ca r ANCHOR BELT MINIM 7130 3165 NFM 35xURI 3/8'- 6x4' 110111111M11111 3-5/8' KIN CU Ire DIA ANCHOR BELT glirmin tos 30 ETIERTIO Mill NFM 45 MEIMIIMINIMMIHEMIO■iff m71:411v.w.T.:;.,za i. %goo NF14 4513 3/8'- 6x4' rLMIMMIIIIrraLitmamt:Apric.11.10A),JAIdl (5) 1/2' 1 TS MI 3070 NFM 6x1178 3/8'- 6x4" EIMIIIIIRMIIMatimiumciallfampA)AccAl(14) 10d 750 PM 1720 NFM 64178U MIMI 7 GA MIIIIMIAI 01 Ile ANCHOR MU MIIMIMIIMLIMIll (14) 10d 7510 NFM 6x16 3/8'- 6x4" 16' (1) 1/2' DIA ANCHOR BOLT NFM 64(.11 /8"- x • MI 16' : ER MIN CD 1/2' DIA ANC.HUR DELT (5) 1/2' MILTS 1/9 7 NFM 648 3/8'- 6x4' 7 1111r1.1 18' IlriSTIIMIN (1) ' D r BOLT (14) 10d MUMS Mill NFM 6x1813 3/8'- 6x4' enlillr=111 5-5/8' .11.1E0Mr1:4110t1L1r61:111.41:4011AMETTIMI10310 (1) 6' MINIMUM EMBEDMENT LENGTH FOR ONE 1/2' DIAMETER J—BOLT. (2) 'U' PRODUCT CODE UTILIZES BOLT ON JOIST. (3) 61)(41X318' ANGLE! ASTM A36 UNITED STEEL PRODUCTS COMPANY 7113 ERRS NNE, MIXIMERY, 101 56069 PHONE (507) 364-7333 NAND WOOD CONNETORS (DTC/GTU100/NFM SERIES) DAIS 5/23/06 ROBERT V. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG, NO, 55409 SHEEP 1 OF 2 DRAWING # NFM, DTC & GTU MDADE • • ••• •• •• • • • • . • ••• • • • • ••• 16 314• • • •• • • • • • • • • • • • ••• • 10011 •• •. • • •• • • • • • • • ••• •• 2 !12' 9116' TRUSS ANCHOR - DTC Girder Hgr(Heavy) Product Code Dimensions Fasteners Design Loads aim) Bolts Nails Normal 100% Uplift 160% W H Girder Block Carried Member GTU 100 7' 23 -1/2 (6)-3/4' (2) -3/4' 8 -l0d 10,440 9615 otes 1. Materlau 7 gauge (3/16') ASTM A36. 2. Alt 3/4' bolts require 3' wood penetration and minimum wood vertical width of 5-1/2' 3. Bolts ASTM A307 Grude A 4. Main member min width 4 -1/2' Product Code Fasterners Design Loads (tbs) Header Jotst uplift 0160%) Perpendicular toy Va 11 Parallel Loads wall (Li) Plate Seat Thru Strop Toward Strap Away from Strap DTC (4) 10d x 1 -1/2' (9) 10d x 1 -1/2' 1825 1290 840 (2) 1200 C1) CU Load applied away fran Strap, GI> Load applied Taunt* Strap. C2) Allowable Load for UpuFk, LS & Le shall not be combined. The connector shall be .subjected to Load in arc dfr ectlan only. concrete t 4 strength shall be 2E40 pal an nk strap (4) Naterlo' Strap" 16 gouge and Bottom Plate- 20 gauss. o0,. 0 1) 2) 3) 4) 5) GENERAL NOTES STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 331 U.D.N. AND A MINIMUM GALVANIZED COATING OF G-60 FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BA A SHORT TERM DURATION FACTOR OF6OX FOR WIND LOAD CONDITION. NO FURTHER INCREASE ALLOWED. ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2001 EDITION FOR SOUTHERN YELLOW PINE CG= 0.55 OR BETTER) & TEST PERFORM IN ACCORDANCE WITH ASTM D1761 UNITED STEEL PRODUCTS COMPANY 703 RUI3ERS DRIVE, MDITGIVIERT, *, 56069 PHONE (507) 364 -7333 NAME; WOOD CONNETORS (DTC /GTU100 /NFM SERIES) DATE; 5/23/06 SHEET 20F2 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 DRAWING # NFM, DTC & GTU MDADE NVRT Flat and Twisted Rafter Ties gtb L (ii Product Code Gauge 12 NVRT -12 14 16 NVRT -16 14 18 NVRT -18 14 861 860 12 :(T20 — 14 24 NVRT-24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 16d Fasteners Maximum Uplift Load (lbs) TOTAL e b Flat Ties Twisted Ties 8 4 725 724 10 5 861 860 12 6 998 996 14 7 1135 1132 1» 2 // 0 0 NVRT Anchor Holes dia. I" b IS e e e e e e e e e e s e e e e e s e e e e 1 LENGTH i HALF Connected to truss HALF Connected to wall Wii5Eliilb Mr -WWI LENGTH NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry ( h Product Code Gauge 12 NVRT -12 14 16 NVRT -16 14 18 NVRT— 14 20 � 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 Notes: • • • • • 0019••• • No. of 16d nails to Wood Framing No. of 1/4" diameter Tapcons to Concrete I aximum vat • • r ` .., LAO (lbs) 4 6 • - �• . • • •. " 5 7 •••s 856 6 8 .s•s.• •••••`991 •te e ••: 7 9 1125 • Do not Use circled holes See Note #3 UPUFT tv‘s .oq e • 'f'i'r i'i �•: 24" Min. edge distance Reinforcement required „ • • • **oleos • • • • •••s• • • 0 •.s • • O 000•• • s • ••0• • • • • •••• 1) ITW tapcons shall be embedded a minimum of 1 1/4" into Tie Beam formed with concrete tiebeam or tiebeam formed with concrete filled maso concrete filled masonry or m'Y concrete tie beam ITW tapcons shall have-a min. edge distance of 2 1/2" and minimum spacing of 1 1/2" as shown. 2) See General Notes, page 01. 3) All tapcons must be in the same row space at 1 1/2" on centers. Do not use holes in the opposite row. Stap must be long enough to accommodate required tapcons. 4) Tables are based on Miami -Dade NOA #08- 0326.11 and Florida Approval 599R4. 7 Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS H Le(ngth Product Code Gauge seat Gauge strap *12 . NVTH -16 NVTHS 212 20 14 *14 NVTH -18 NVTHS 214 20 14 16 NVTH -20 NVTHS 216 20 14 *18 NVTH -22 NVTHS 218 20 14 20 NVTH 24 NVTHS 220 20 14 *22 735 NVTHS 222 20 14 783 7 NVTH -28 NVTHS 224 20 14 *26 NVTH -30 NVTHS 226 20 14 *32 NVTH -36 NVTHS 232 20 14 *44 NVTH -48 NVTHS 244 20 14 MN. 4" EMB. MYTH ' " No. of Fasteners in each strap 10d x 1.5" Maximum Allowable Load (lbs) Single Strap on Single Truss Double Straps on Double Truss Ll LZ 5 1032 2064 560 525 6 1222 2444 671 630 7 1275 2550 783 735 8 1329 2658 783 735 9 1383 2766 783 735 10 1437 2874 783 735 11 1490 2980 783 735 12 1544 3088 783 735 13 1598 3196 783 735 Notes: 1) All specified fasteners should be used on connected memners to achieve values indicated on the above schedule 2) This table is based on Miami Dade County NOA #04- 0510.03 and 08- 0326.11 and Florida Approval 599R4. * 3) Not a stock item, call for availability. 4) See General Notes, page 01. Uplift CO ``.p %110; •Re �teino for • g rid cement • • 1%111 • • • � ,',�� •••• • • • • • • • • 041::::••• er • • • • •• Perpendicular to wall Parallel Ll to wolf C°nor T eeBea. termed' "• i with cdhtrdte filled • • masonry • • • • • • • • WIN. 4" EMS. NVTHS or 10 • • • • • •• • • • •••• • • • • • • • • 14" • — Holes Dia NVTH, NVTHS FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: SFR ADDITION MIAMI SHORES Builder Name: To be determined Street: 950 NE 100 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES , FL , Permit Number:TBD Owner: Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Addition 2. Single family or multiple family Single- family 3. Number of units, if multiple family 1 4. Number of Bedrooms(Bedrms In Addition) 3(1) 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2770 7. Windows(398.2 sqft.) Description Area a. U- Factor: SgI, default 398.23 ft2 .SHGC: Clear, default b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U-Factor: N/A ft2 SHGC: e. U- Factor: WA ft2 SHGC: 8. Floor Types (2770.0 Insulation Area Ypes ( sqft.) a. Slab -On -Grade Edge Insulation R =0.0 2770.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (2528.4 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 2310.50 ft2 b. Frame - Wood, Adjacent R =19.0 154.17 ft2 c. Concrete Block - Int Insul, Adjacent R=5.0 63.75 ft2 d. N/A R= ft2 10. Ceiling Types (2770.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 2770.00 ft2 b. WA R= ft2 c. N/A R= ft2 11. Ducts - a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 195 ft2 12. Cooling systems - Supplemental for addiction a. Central Unit Cap: 49.6 kBtu/hr SEER:16 13. Heating systems - Supplemental for addition a. Electric Strip Heat Cap: 31.4 kBtu/hr COP: 1 14. Hot water systems - Replacement equipment a. Electric Gap: 50 gallons EF: 0.95 b. Conservation features • • None • • • • • • •• • 15. Credits .°0°C% Pstat • •••• •' Glass/Floor Area: 0.144 Total As -Built Modified Loads: 59.61 • •••. PASS �+S • Total Baseline Loads: 70.13 • • • • 1 hereby certify that the plans and specifications • veered by this calculation are in compliance with t lori . . Ener Code. f PREPARED BY � /,.� • • .,- Review of the plans and - V'� . TAp specifications covered by this • • .: ,, = r,. • calculation indicates compliance • �j rr• ` `a t r Sao° �1 with the Florida Energy Code. • • • • •` F* : r�„N O Before construction is completed this building will be inspected for compliance with Section 553.90$ * { r' * -' Florida Statutes. i�'` CO0 a BUILDING OFFICIAL. • • • • ;. , DATE: 7 -- I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT. DATE DATE. 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 1 of 6 PROJECT Tit le: SFR ADDITION MIAMI SHOR Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 2770 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: To be determined Rotate Angle: 0 Street: 950 NE 100 STREET Permit Office: MIAMI SHORES Cross Ventilation: County: MIAMI -DADE Jurisdiction: 232600 Whole House Fan: City, State, Zip: MIAMI SHORES , Family Type: Single - family FL , New/Eoisting: Addition Comment: EAL PROJECT CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 75 70 149.5 56 Low FLOORS \% # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatlo 83 ft 0 1221 ft2 1 0 0 2 Slab -On -Grade Edge lnsulatio 100 ft 0 1549 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Flat tile/slate 2855 ft2 0 ft2 Medium 0.96 No 0 14 deg ATTIC • ut-....--...- • • • •••• # • Type Ventilation Vent Ratio (1 in) Area RBS • • MUG, • • • 1 Full attic Vented 300 2770 ft2 N ••••11. : • • • • • •••• • •• •••10.14 IMIIIMIONW CEILING • • •• •• •. # Ceiling Type R -Value Area Frami4d'rrte: Truss Type • • 1 Under Attic (Vented) 30 1221 ft2 0.11 • :. • 4904:1 4904:1 • s • • • 2 Under Attic (Vented) 30 1549 ft2 O l J • • : Wood • • • • •••• WALLS # Omt Adjacent To Wall Type R-Value Area R-- Vallueg Fractiion fir. 1 N Garage Frame - Wood 19 154.1666 0.2 0.01 2 N Exterior Concrete Block - Int Insul 5 137.5 ft2 0 0.75 3 W Exterior Concrete Block - Int Insul 5 339 ft2 0 0.75 4 S Exterior Concrete Block - Int Insul 5 304 ft2 0 0.75 5 S Exterior Concrete Block - Int Insul 5 206.8333 0 0.75 6 E Exterior Concrete Block - Int Insul 5 325.125 ft 0 0.75 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 2 of 6 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6 WALLS # Omt �S° Adjacent To Wall Type Vale Area R Value Fraction Absor. 7 8 9 10 11 12 N W N S W E Exterior Concrete Block - Int Insul 5 200.4583 0 Exterior Concrete Block - Int Insul 5 103.4166 0 Exterior Concrete Block - Int Insul 5 323 ft2 0 Exterior Concrete Block - Int Insul 5 323 ft2 0 Garage Concrete Block - Int Insul 5 63.75 ft2 0 Exterior Concrete Block - int Insul 5 48.16666 0 0.75 0.75 0.75 0.75 0.01 0.75 DOORS ✓ # Omt Door Type Storms U -Value Area 1 W Insulated None 0.460000 18.88888 WINDOWS Orientation shown is the entered, asBuilt orientation. V # Omt Frame Panes Overhang NFRC U- Factor SHGG Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 W S S S S E N N N N N N S S S E Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) M e t a l Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) Metal Single (Clear) No 1.3 0.75 N 11.375 ft2 2 ft 6 in 4 ft 8 in HERS 2006 No 1.3 0.75 N 46.375 ft2 2 ft 6 in 4 ft 8 in HERS 2006 No 1.3 0.75 N 9 ft2 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 26.91666 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 12 ft2 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 53.83333 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 26.91666 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 9 ft2 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 46.375 ft2 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 9.569444 2 ft 6 in , ft 2 in. HED61'AQ6. No 1.3 0.75 N 3.430555 2 ft 6 in 1 it 2' n : HERySM6 No 1.3 0.75 N 20 f t 2 2 ft 6 in 4111 : i n • H d : 1 E 4 2 ) e No 1.3 0.75 N 20 ft2 2 ft 6 in i it'2il, ' HERS 2006 No 1.3 0.75 N 46.375 ft2 2 ft 6 in t jt 2 in • HEilkAtit6 No 1.3 0.75 N 40 ft2 2 It 6 in 4 412.10 • HF S•200 • No 1.3 0.75 N 17.0625 ft 2 ft 6 in 1 +ft . Zia • HERS 200• =••s.. _ None None None None None None None None None None None •' * .:. None • tIone • None • 41pr,. • • • INFILTRATION & VENTING • V- Method SLA Forced I/letiiati4n - •I qr ,Time CFM 50 AGH 50 ELA EgLA Supply CFM Exhaust CFM • • &pion • • T Watts Default 0.00050 3633 9.26 199.4 375.1 0 cfm 0 cfm 0 0 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 534.63 ft• 534.63 ft• 64 ft 8 ft 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 16 24.8 kBtu/hr 744 cfm 0.75 sys#1 2 Central Unit Split SEER: 16 24.8 kBtu/hr 744 cfm 0.75 sys#2 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 15.7 kBtu/hr sys#1 2 Electric Strip Heat None COP: 1 15.7 kBtu/hr sys#2 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Electric 0.95 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — — Return — Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage, QN RLF 1 Attic 6 120 ft2 Interior 35 ft• Default Leakage Interior (Def$It) • (4efault) % 4 •• • • • 2 Attic 6 75 ft2 Interior 6 ft2 Default Leakage Interior (Defttft), :4(Befault) %A • • • . • TEMPERATURES • • • • •• • • • • • • Programable Coaling Heati� Venti Thermostat: Jan Jan [[[��lll Jan Y Feb C Feb [[�X1J Feb Mar Mar [[��ll Mar Ceiling Apr X [[�XJ] Fans: May N .. Jun iii:JA [XJ Aug Rs:p..:48gtt • • C Jun t�n1J Aug ar • l[�xJJ Jun Jul Au 5 • Oct • • • • (X] Iddv [pat:. [L�X4J ov ep Nov ec• 6/28/2010 7:05 PM • ▪ • ▪ • •• • • •••• • • •••• • EnergyGauge® USA - FlaRes2008 Page 4 of 6 • Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/28/2010 7:05 PM • • • • • • • • •• • •••• • • •••• • • • • • • •••• •• • • • • • • • • •••• • •• • • •• •• ••• • • • • • • • • • • • • • • • • •• • • • •� • • • •••• • • EnergyGauge® USA - FlaRes2008 Page 5 of 6 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 950 NE 100 STREET MIAMI SHORES, FL, PERMIT #: TBD 1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm /sq.ft. window area; .5 cfm/sq.ft. door area. Swimming Pools & Spas Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Shower heads Floors N1106.AB.1.2 Penetrations /openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Air Distribution Systems Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. HVAC Controls Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, • tested. • • • • • • • • Multi-story Houses N1106.AB.1.2 • • Air barrier on perimeter of floor cavity between floor%! • • • • • Additional Infiltration reqts N1106AB.1.3 Exhaust fans vented to outdoors, dampers; combustrai space "" heaters comply with NFPA, have combustion air. • • • • • •• • • • OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) ..". • • • • •. COMPONENTS SECTION REQUIREMENTS ..'•.' --- ;CHEG1 - -. • • • Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1 :01E0BC.3 • Switch or clearly marked circuit breaker (electric) er cutoff (gas). • must be • rovided. External or built -in heat tra • r= uirede • Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except sofa? heated). • •••• Non - commercial pools must have a pump timer. Gas spa & pool'... heaters must have a minimum thermal efficiency of 78%. Heat • um • • • of heaters shall have a minimum COP of 4.0. • • • Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each s tem. Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 6 of 6 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate :FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Window Type` Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 9 10 11 12 13 14 15 16 1 Clear 0.74, 1.13 No 1 Clear 0.74, 1.13 No 1 Clear 0.74, 1.13 No 1 Clear 0.74,1.13 No 1 Clear 0.74, 1.13 No 1 Clear 0.74, 1.13 No 1 Clear 0.74, 1.13 No 1 Clear 0.74, 1.13 No Window Total No No No No No No No No N N N N S S S E 2.5ft 1.2ft 2.5ft 1.2ft 2.5ft 1,2ft 2.5ft 1.2ft 2.5ft 1.2ft 2.5ft 1.2ft 2.5ft 1.2ft 2.5ft 1.2ft 46.4 0.0 46.4 9.6 0.0 9.6 3.4 0.0 3.4 20.0 0.0 20.0 20.0 20.0 0.0 46.4 46.4 0.0 40.0 40.0 0.0 17.1 3.0 14.1 203 (sqft) 33 33 33 33 33 33 33 33 33 35 33 35 33 35 33 89 1530 Btuh 316 Btuh 113 Btuh 660 Btuh 660 Btuh 1530 Btuh 1320 Btuh 1355 Btuh 7484 Btuh Walls 9 10 11 12 Type Concrete BIk,Hollow - Ext Concrete BIk,Hollow - Ext Concrete Blk,Hollow - Adj Concrete BIk,Hollow - Ext Wall Total U -Value R -Value Area(sqft) HTM Cav/Sheath 0.13 5.0/0.0 243.6 2.0 0.13 5.0/0.0 216.6 2.0 0.13 5.0/0.0 44.9 2.0 0.13 5.0/0.0 31.1 2.0 536 (sqft) Load 481 Btuh 427 Btuh 89 Btuh 61 Btuh 1058 Btuh Doors 1 Type Insulated - Garage Door Total Area (sqft) HTM 18.9 13.8 19 (sqft) Load 261 Btuh /64 g#ah Ceilings 2 Type /Color /Surface Vented Attic/Light/Tile Ceiling Total U -Value R -Value Area(sqft) HT?4 • • 0.032 30.0/0.0 1549.0 0.,,,, 1549 (sqft) • : Load • • 1 Btah 1I lEttuh Floors 2 Type Slab On Grade Floor Total R -Value Size HT11Q. • • 0.0 1549 (ft- perimeter) OA, • • • 1549.0 (sqft) .. • Lg d : ® h .. p mph • Zone Envelope Subtottit • • • 10233.81h • Infiltration Type SensibleNatural ACH Volume(cuft) Wall Ratio CM= • 0.40 13167 0.25 34.9 • •. • Lead • W btuh Internal gain Occupants Btuh/occupant Applialite 6 X 230 + 3400 • Lipids • 4760• �i€tuh Sensible Envelope Load: 15671 Btuh Duct load Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DGM of 0.034) 536 Btuh Sensible Zone Load 16207 Btuh EnergyGauge®/ USRFZB v2.8 • • • • • • • • • • • • Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 6/28/2010 950 NE 100 STREET MIAMI SHORES, FL • • • • • •• • ••••••• 0 •••••• •••• 0 • 0•• • i •• •• • • • • . • • • •• • • i • •• • • • • •• ••• • • • EnergyGauge® / USRFZB v2.8 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Cooling Loads For System(s): 1 Serving Zones: 1 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.047) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load 18083 Btuh 0 Btuh 853 Btuh 0 Btuh 18936 Btuh 4617 Btuh 240 Btuh 1200 Btuh 0 Btuh 24993 Btuh Cooling Loads For System(s): 2 Serving Zones: 2 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.034) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load • • • • •• • • • • 0411• •••••• • • •• •• • • • • • • • • • •• • • 154/1' ! t h ••0'h •••• 536•Btuh : * Iltuh • •• 162 Btuh 1572tuh Afti tuh 1ptuh 60C1'Btuh 19737 Btuh EnergyGauge® / USRFZB v2.8 • • • • • • • e • • • • • •••••• • • Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 •• • • 1. Central Unit 2. Central Unit RHEEM #RANL- 024JAZ RHEEM #RANL- 024JAZ ••• •• • 2480t • Mi •••• • 248il8$tuh •• • • •• *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(*)) (Omt - compass orientation) • • • • • • • • Version 8 • • • • • • • • • • • • • • EnergyGauge® / USRFZB v28 Page 5 . .. ...� M y Sensible Envelope Load All Zones 33754 Btuh Sensible Duct Load 1389 Btuh Total Sensible Zone Loads 35143 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 35143 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 6189 Btuh Latent ventilation gain 0 Btuh Latent duct gain 398 Btuh Latent occupant gain (12 people @ 200 Btuh per person) 2400 Btuh Latent other gain 600 Btuh Latent total gain 9587 Btuh TOTAL GAIN o _ 447;30 •dtuh •• • • 1. Central Unit 2. Central Unit RHEEM #RANL- 024JAZ RHEEM #RANL- 024JAZ ••• •• • 2480t • Mi •••• • 248il8$tuh •• • • •• *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(*)) (Omt - compass orientation) • • • • • • • • Version 8 • • • • • • • • • • • • • • EnergyGauge® / USRFZB v28 Page 5 Building Input Summary Report PROJECT - Title: SFR ADDITION MIAMI SHOR Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner. Conditioned Area: 2770 Block/SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: To be determined Worst Case: No Street: 950 NE 100 STREET Permit Office: MIAMI SHORES Rotate Angle: 0 County: MIAMI -DADE Jurisdiction: 232600 Cross Ventilation: City, State, Zip: MIAMI SHORES , Family Type: Single - family Whole House Fan: FL , New/Existing: Addition Comment: EAL PROJECT CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI _MTh AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Axed Cost $/Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Central R Propane March 2006 0 1.4 SURROUNDINGS • Shade Trees ;Adj pt BuiidiAgs • Omt Type Height Width Distance Exist Height' • Wir• • • • Distance* • N None Oft Oft Oft Olt, .;•. Oft • Oft • NE None Oft Oft Oft Oft••,• Olt, • 0 • •••: E None Oft Oft Oft 04t••••• or •• • V. ••• SE None Oft Oft Oft Oft Oft Oft • • S None Oft Oft Oft Oft • • Olt". : 0'ft•••• SW None Oft Oft Oft Olt. •' Oft •• O'ft'•• :• W None Oft Oft Oft O:t • • Oft • Oft '. NW None Oft Oft Oft Olt ' 0..;• o'ft•••• • • • FLOORS • • • • • • • • • • • # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 83 ft 0 1221 ft2 1 0 0 2 Slab -On -Grade Edge Insulatlo 100 ft 0 1549 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Flat tile/slate 2855 ft2 0 ft2 Medium 0.96 No 0 14 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2770 ft2 N N 6/2812010 7:07 PM EnergyGauge®/ USRFZB v2.8 Page 1 of 4 Building Input Summary Report 6/28/2010 7:07 PM EnergyGaugel) / USRFZB v2.8 Page 2 of 4 CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 2 Under Attic (Vented) Under Attic (Vented) 30 1221 ft2 0.11 Wood 30 1549 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project" section above. AdjTacent Cavity Width Height Sheathing Framing Solar # Omt o Wall Type R -Value Ft In Ft In Area R -Value Fraction Absor. 1 N Garage Frame - Wood 19 25 6 2 154.17 ft2 0.2 0.75 2 N Exterior Concrete Block - Int Insul 5 25 5 6 137.5 ft2 0 0.75 3 W Exterior Concrete Block - Int Insul 5 28 3 12 339 ft2 0 0.75 4 S Exterior Concrete Block - Int Insul 5 25 4 12 304 ft2 0 0.75 5 S Exterior Concrete Block - Int Insul 5 24 4 8.5 206.83 ft2 0 0.75 6 E Exterior Concrete Block - Int Insul 5 38 3 8.5 325.13 ft2 0 0.75 7 N Exterior Concrete Block - Int Insul 5 23 7 8.5 200.46 ft2 0 0.75 8 W Exterior Concrete Block - Int Insul 5 12 2 8.5 103.42 ft2 0 0.75 9 N Exterior Concrete Block - Int Insul 5 38 8.5 323 ft2 0 0.75 10 S Exterior Concrete Block - Int Insul 5 38 8.5 323 ft2 0 0.75 11 W Garage Concrete Block - Int Insul 5 7 6 8.5 63.75 ft2 0 0.75 12 E Exterior Concrete Block - Int Insul 5 5 8 8.5 48.17 ft2 0 0.75 DOORS Width Weight • # Omt Door Type Storms U -Value Ft • N F1 • • •It1• Am.. „. 1 W Insulated None 0.46 2 ••••10: 6 •••6 • • 18.89 ft2. • WINDOWS • • • . Overhan • • - • • - # Omt Frame Panes NFRC U- Factor SHGC Storm Area Depth Sep%rgljor0 Jnterior�S de . Screepty • • 1 W Metal Single (Clear) No 1.3 0.75 N 11.38 ft2 2 ft 6 in 4 ft$.in • • None • • Nptalli • • • • 2 S Metal Single (Clear) No 1.3 0.75 N 46.38 ft2 2 ft 6 in 4 ft 9A : •: None • None • • 3 S Metal Single (Clear) No 1.3 0.75 N 9 ft2 2 ft 6 in 1 ft•2 in • Notta . •: • • • • NM' • " • • 4 S Metal Single (Clear) No 1.3 0.75 N 26.92 ft2 2 ft 6 in 1 ft'2 • ; Non% • • , Mr* • • IP 5 8 Metal Single (Clear) No 1.3 0.75 N 12 ft2 2 ft 6 in 1 ft 2 in Nona •••• None 6 E Metal Single (Clear) No 1.3 0.75 N 53.83 ft2 2 ft 6 in 1 ft 2 in None None 7 N Metal Single (Clear) No 1.3 0.75 N 26.92 ft2 2 ft 6 in 1 ft 2 in None None 8 N Metal Single (Clear) No 1.3 0.75 N 9 ft2 2 It 6 in 1 ft 2 in None None 9 N Metal Single (Clear) No 1.3 0.75 N 46.38 ft2 2 ft 6 in 1 ft 2 in None None 10 N Metal Single (Clear) No 1.3 0.75 N 9.57 ft2 2 ft 6 in 1 ft 2 in None None 11 N Metal Single (Clear) No 1.3 0.75 N 3.43 ft2 2 ft 6 in 1 ft 2 in None None 12 N Metal Single (Clear) No 1.3 0.75 N 20 ft2 2 ft 6 in 1 ft 2 in None None 13 S Metal Single (Clear) No 1.3 0.75 N 20 ft2 2 ft 6 in 1 ft 2 in None None 14 S Metal Single (Clear) No 1.3 0.75 N 46.38 ft2 2 ft 6 in 1 ft 2 in None None 15 S Metal Single (Clear) No 1.3 0.75 N 40 ft2 2 ft 6 in 1 ft 2 in None None 16 E Metal Single (Clear) No 1.3 0.75 N 17.06 ft2 2 ft 6 In 1 ft 2 in None None 6/28/2010 7:07 PM EnergyGaugel) / USRFZB v2.8 Page 2 of 4 Building Input Summary Report 6/28/2010 7:07 PM EnergyGauge® / USRFZB v2.8 Page 3 of 4 INFILTRATION & VENTING Method SLA GFM 50 ELA — Forced Ventilation — Terrain/Wind EgLA ACH ACH 50 Supply Exhaust Run lime Shielding Best Guess 0.00050 3633 199.4 375.1 0.345 9.26 0 0 0 Suburban / Suburban GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 534.63 ft2 534.63 ft2 64 ft 8 ft (invalid) _ MASS Mass Type Area Thickness Fumiture Fraction No Added Mass 0 ft2 0 ft 0.3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Jr Flow SHR Ductless 1 2 Central Unit Split Central Unit Split SEER: 16 24.8 kBtu/hr 744 cfm 0.75 False SEER: 16 24.8 kBtu/hr 744 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 2 Electric Strip Heat None Electric Strip Heat None COP: 1 15.7 kBtu/hr False COP: 1 15.7 kBtu/hr False HOT WATER SYSTEM System Type EF Cap Use SetPnt• • • • • •drelits • • • • 1 Electric 0.95 . 50 gal 60 gal 120 deg . • • • •' e • _ r •••• SOLAR HOT WATER •.•••. • • • Collector Surface Absorp. Trans Tank Tank • • 'lams HUt• '.PV • Pump' Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value VA Area Exc? Eft. Pumped • Elm • • • • •• •• •0 0000 +• DUCTS • • # ---- Supply -- — Retum — Air • • Percent • • Location R -Value Area Location Area Number Leakage Type Handler CFIUl45 Leakage... QN :aL'F• 1 2 Attic 6 120 ft2 Interior Attic 6 75 ft2 Interior 35 ft2 (invalid) Default Leakage Interior (Default) (Default) 6 ft2 (invalid) Default Leakage Interior (Default) (Default) TEMPERATURES Programable Venting Venting Thermostat: C Jaann [I�xJJ Jan Y Peg Feb C Mar lxl � X PC] Apr Ceiling Fans: (Xl May N Aus P Jun EX Jul [X Aug Au ( Sep L (J Oct C [X] Nov Dec 6/28/2010 7:07 PM EnergyGauge® / USRFZB v2.8 Page 3 of 4 Building Input Summary Report Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WO) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts • • Lighting % Released: 90 AM PM 0.16 0.16 0.15 0.16 0.18 0.17 0.25 0.27 0.23 0.34 0.45 0.55 0.4 0.55 0.26 0.88 • 0.19 • 1• • 0.18+••• 042 0.86 0.51 0.11 • • 0.28 , • Annual Use: 455 kWh/Yr Peak Value: 149 Watts • • • • • • • • • • • Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 , •4.4. • 0.61 •0.55 •0.53 • % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 • .1, • 0.9£6 • 9.77 0!95 •: Annual Use: 760 kWh/Yr Peak Value: 139 Watts • • •••• • • • • • • •• Pool Pump AM 0 0 0 0 0 0 0 0 ..A•• 1.•. J „1,• •• % Released: 0 PM 1 1 1 1 0 0 0 0 ,,0., • 0 •. D ..P.... Annual Use: 0 kWh/Yr Peak Value: 0 Watts • • • Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 •0.343 • 0.348 0.343 •1a.4.. • % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 •0.288 0.221• • •M71 61.114 • Annual Use: 0 kWh/Yr Peak Value: 0 Watts • • • • • •••• • • Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 • • •'0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts 6/28/2010 7:07 PM EnergyGauge®/ USRFZB v2.8 Page 4 of 4 System Sizing Calculations - Winter Residential Load - Room by Room Component Details 950 NE 100 STREET MIAMI SHORES, FL Project Title: SFR ADDITION MIAMI SHORES Building Type: User EAL PROJECT Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) 6/28/2010 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 1, Clear Metal 1.13 W 11.4 22.6 1, Clear Metal 1.13 S 46.4 22.6 1, Clear Metal 1.13 S 9.0 22.6 1, Clear Metal 1.13 S 26.9 22.6 1, Clear Metal 1.13 S 12.0 22.6 1, Clear Metal 1.13 E 53.8 22.6 1, Clear Metal 1.13 N 26.9 22.6 1, Clear Metal 1.13 N 9.0 22.6 Window Total 195.4(sgft) 257 Btuh 1048 Btuh 203 Btuh 608 Btuh 271 Btuh 1217 Btuh 608 Btuh 203 Btuh 4416 Btuh Walls 1 2 3 4 5 6 7 8 Type Omt. Ueff. R -Value Area X HTM= (Cav /Sh) Frame - Wood - Adj (0.077) 19.0/0.0 154 1.55 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 138 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 328 2.63 Conc BIk,Holiow - Ext (0.132) 5.0/0.0 258 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 159 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 271 2.63 Conc BIk,Holiow - Ext (0.132) 5.0/0.0 165 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 103 2.63 Wall Total 1575(sgft) Load 238 Btuh 362 Btuh 86? Btu , 6708‘611' '.. • : 418,11W 714,Rtub' 433 Btuh • • • • 2728tub 1••••• 3971 &Ila' Ceilings 1 Type /Color /Surface Ueff. R -Value Area X HTM= Vented Attic/Lmle (0.032) 30.0/0.0 1221 0.6 Ceiling Total 1221(sqft) Load• 1 ■ • • • 778 Btule' ■ - 778Bteh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 83.0 ft(perim.) 23.6 Floor Total 1221 salt • • • Lo tQl.�;, ; • •. 1959 Btuh • • • 19591Btd11, •••• 11130 Btuh Zone Envelope Subtotal: Infiltration Type ACH Zone Volume Wall Ratio CFM= Natural 0.50 10379 0.75 146.4 3220 Btuh Duct Toad Average sealed, Supply(R6.0-Attic), Retum(R6.0- Cond.) (DLM of 0.064) 919 Btuh Zone #1 Sensible Zone Subtotal 15268 Btuh EnergyGauge® / USRFZB v2.8 • •• • • • • • •• • • Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: SFR ADDITION MIAMI SHORES Building Type: User EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Window Panes/Type Frame U Orientation Area(sgft) X HTM= Load 9 10 11 12 13 14 15 16 1, Clear Metal 1.13 N 46.4 22.6 1, Clear Metal 1.13 N 9.6 22.6 1, Clear Metal 1.13 N 3.4 22.6 1, Clear Metal 1.13 N 20.0 22.6 1, Clear Metal 1.13 S 20.0 22.6 1, Clear Metal 1.13 S 46.4 22.6 1, Clear Metal 1.13 S 40.0 22.6 1, Clear Metal 1.13 E 17.1 22.6 Window Total 202.8(sqft) 1048 Btuh 216 Btuh 78 Btuh 452 Btuh 452 Btuh 1048 Btuh 904 Btuh 386 Btuh 4584 Btuh Walls 9 10 11 12 Type Omt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 244 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 217 2.63 Conc BIk,Hollow - Adj (0.132) 5.0/0.0 45 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 31 2.63 Wall Total 536(sqft) • • Load 641 Btuh 570 Btuh 118 Btuh a>? Btut� • • _ 1411 Btuh• Doors 1 Type Storm Ueff. Area X HTM= Insulated - Garage, n (0.460) 19 9.2 Door Total 19(sgft) 4 • • • • • Lo t1 • • . 174'B1tA 174Btdh Ceilings 2 Type/Color /Surface Ueff. R -Value Area X HTM= ...... Vented Attic/LITile (0.032) 30.0/0.0 1549 0.6 Ceiling Total 1549(sqft) ` ` • ` ` Lo V. •. 987 Belt • 9l#1gtuh: Floors 2 Type Ueff. R -Value Size X HTM = Slab On Grade (1.180) 0.0 100.0 ft(perim.) 23.6 • Floor Total 1549 sqft • • " • • Load •� • 2360 Btuh • 234•1314. • • 9515..littj • • Zone Envelope Subtotal: Infiltration Type ACH Zone Volume Wall Ratio CFM= Natural 0.50 13167 0.25 49.8 1096 Btuh Duct Toad Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DLM of 0.055) 589 Btuh Zone #2 Sensible Zone Subtotal 11200 Btuh • • • • EnergyGaugee / USRFZB v2.8 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: SFR ADDITION MIAMI SHORES Building Type: User EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Heating Loads For System(s):1 Serving Zones: 1 Block Toad 15268 Btuh Heating Loads For System(s)2 Serving Zones: 2 Block load 11200 Btuh •.••• Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss • • • • • • • •• • • 2646$'r3tuh: • •• 0 Btufi' • • 26468 Btuh • • • • • •• • •••• 1. Electric Strip Heat 2. Electric Strip Heat 15700 Btuh 15700 Btuh Key: Window types - NFRG (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (Manual Heat Transfer Multlplier) Version 8 • • • • • • • • • • EnergyGauge®/ USRFZB v2.8 Page 3 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL Reference City: Miami, FL 6/28/2010 Temperature Difference:15.0F(MJ8 99%) Humidity difference: 58gr. Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt - Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 Clear 0.74, 1.13 No No W 2.5ft 4.7ft 11.4 0.0 11.4 33 89 1014 Btuh 2 1 Clear 0.74,1.13 No No S 2.5ft 4.7ft 46.4 46.4 0.0 33 35 1530 Btuh 3 1 Clear 0.74, 1.13 No No S 25ft 1.2ft 9.0 9.0 0.0 33 35 297 Btuh 4 1 Clear 0.74,1.13 No No S 2.5ft 1.2ft 26.9 26.9 0.0 33 35 888 Btuh 5 1 Clear 0.74, 1.13 No No S 2.5ft 1.2ft 12.0 12.0 0.0 33 35 396 Btuh 6 1 Clear 0.74,1.13 No No E 2.5ft 1.2ft 53.8 11.5 42.3 33 89 4151 Btuh 7 1 Clear 0.74,1.13 No No N 2.5ft 1.2ft 26.9 0.0 26.9 33 33 888 Btuh 8 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 9.0 0.0 9.0 33 33 297 Btuh 9 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 46.4 0.0 46.4 33 33 1530 Btuh 10 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 9.6 0.0 9.6 33 33 316 Btuh 11 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 3.4 0.0 3.4 33 33 113 Btuh 12 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 20.0 0.0 20.0 33 33 660 Btuh 13 1 Clear 0.74, 1.13 No No S 25ft 1.2ft 20.0 20.0 0.0 33 35 660 Btuh 14 1 Clear 0.74, 1.13 No No S 2.5ft 1.2ft 46.4 46.4 0.0 33 35 1530 Btuh 15 1 Clear 0.74, 1.13 No No S 2.5ft 1.2ft 40.0 40.0 0.0 33 35 1320 Btuh 16 1 Clear 0.74, 1.13 No Na E 2.5ft 1.2ft 17.1 3.0 14.1 33 89 4355 „Btuh Window Total 398 (sqft) 14g481 Btuh Walls Type U -Value R -Value Area(sqft) HTM,• : Load.. Cav /Sheath '••••' 1 Frame - Wood - Adj 0.08 19.0/0.0 154.2 14 . ; . . 179• Btuh 2 Concrete BIk,Hofow- Ext 0.13 5.0/0.0 137.5 211 271 Btuh 3 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 327.6 210 "' • •847 'Btuh 4 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 257.6 2.0••• • 500' •Btuh 5 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 158.9 2!a • • • • • h 6 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 271.3 a®• • •' h 7 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 164.5 24.... 325. Btuh 8 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 103.4 40 • • Btuh 9 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 243.6 2.0 •204 .451. ••lituh 10 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 216.6 t.0 •' . • 427 Btuh 11 Concrete BIk,Hallow - Adj 0.13 5.0/0.0 44.9 2.8 • • •89' •Btuh 12 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 31.1 2.0 • •51. •I4tuh Wall Total 2111 (sqft) 4041 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Garage 18.9 13.8 261 Btuh Door Total 19 (sqft) 261 Btuh Ceilings Type /Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Lightrle 0.032 30.0/0.0 1221.0 0.92 1128 Btuh 2 Vented Attic/Light/Tile 0.032 30.0/0.0 1549.0 0.92 1431 Btuh Ceiling Total 2770 (sqft) 2558 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1221 (ft- perimeter) 0.0 0 Btuh 2 Slab On Grade 0.0 1549 (ft- perimeter) 0.0 0 Btuh Floor Total 2770.0 (sqft) 0 Btuh Envelope Subtotal: 23805 Btuh EnergyGauge® / USRFZB v2.8 • • • • • • • • • •' • • Page 1 • Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Infiltration Type ACH Volume(cuft) Wall Ratio CFM= SensibleNatural 0.40 23545 2111 196.2 Load 2589 Btuh Internal gain Occupants Btuh/occupant Appliance 4 X 230 + 4600 Load 5520 Btuh Sensible Envelope Load: 31914 Btuh Duct load (DGMs vary for Mixed ducts) 1389 Btuh Sensible Load All Zones 33303 Btuh • • • • • • •• • •••• • • • • • •••• • • • •••• •• • • • • • • • • •••• • • •• • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • •••• EnergyGauge® / USRFZB v2.8 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTLAP SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Whole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (12 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN • • .. 33754 1389 35143 0 0 35143 6189 0 Btuh Btuh Btuh Btuh Btuh Btuh Btuh Btuh 398 Btuh 2400 Btuh • 600 Btuh • •••• • 95 jtuh ' 44730* Btuh •••• • • .... • • • • • • • • 1. Central Unit 2. Central Unit RHEEM #RANL- 024JAZ RHEEM #RANL- 024JAZ *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Biinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, hall closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), FuiI(F) or Half( *)) (Omt - compass orientation) • • • • • • • .. • 248D0 Biph 2481 t'BtUh • • • .. • • I"I'PS tJf1L 3 Version 8 • • • • • • • • • • • EnergyGauge®1 USRFZB v2.8 Page 3 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: SFR ADDITION MIAMI SHORES Building Type: User EAL PROJECT Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 1, Clear Metal 1.13 W 11.4 22.6 257 Btuh 2 1, Clear Metal 1.13 S 46.4 22.6 1048 Btuh 3 1, Clear Metal 1.13 S 9.0 22.6 203 Btuh 4 1, Clear Metal 1.13 S 26.9 22.6 608 Btuh 5 1, Clear Metal 1.13 S 12.0 22.6 271 Btuh 6 1, Clear Metal 1.13 E 53.8 22.6 1217 Btuh 7 1, Clear Metal 1.13 N 26.9 22.6 608 Btuh 8 1, Clear Metal 1.13 N 9.0 22.6 203 Btuh 9 1, Clear Metal 1.13 N 46.4 22.6 1048 Btuh 10 1, Clear Metal 1.13 N 9.6 22.6 216 Btuh 11 1, Clear Metal 1.13 N 3.4 22.6 78 Btuh 12 1, Clear Metal 1.13 N 20.0 22.6 452 Btuh 13 1, Clear Metal 1.13 S 20.0 22.6 452 Btuh 14 1, Clear Metal 1.13 S 46.4 22.6 1048 Btuh 15 1, Clear Metal 1.13 S 40.0 22.6: • 904•gu%• 16 1, Clear Metal 1.13 E 17.1 22.6 • • • • • 388•13tvh Window Total 398.2(sgft) • . 9000*®ttrh Walls Type Omt. Ueff. R -Value Area X HTM= • Load • (Cav /Sh) • • • • • • • • • • • 1 Frame - Wood - Adj (0.077) 19.0/0.0 154 1.55 ' •'' 238 BM 2 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 138 2.63 ` • • 36ratulC 3 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 328 2.63 . . • 862 Bttih' 4 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 258 2.63: • • 678 Bfuh 5 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 159 2.63 • • 41:3•Iitah 6 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 271 2.63 • • • • • • 7164 Btuh 7 Conc BIk,Hoilow - Ext (0.132) 5.0/0.0 165 2.63 436,1K ih' 8 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 103 2.63 272 Btuh 9 Conc BIk,Hoilow - Ext (0.132) 5.0/0.0 244 2.63 641 Btuh 10 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 217 2.63 570 Btuh 11 Conc BIk,Hoilow - Adj (0.132) 5.0/0.0 45 2.63 118 Btuh 12 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 31 2.63 82 Btuh Wall Total 2111(sgft) 5388 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Garage, n (0.460) 19 9.2 174 Btuh Door Total 19(sqft) 174Btuh Ceilings Type/Color /Surface Ueff. R -Value Area X HTM= Load 1 Vented Attic/Ltfile (0.032) 30.0/0.0 1221 0.6 778 Btuh 2 Vented Attic/LTiIe (0.032) 30.0/0.0 1549 0.6 987 Btuh Ceiling Total 2770(sgft) 1764Btuh Floors Type Ueff. R -Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 83.0 ft(perim.) 23.6 1959 Btuh 2 Slab On Grade (1.180) 0.0 100.0 ft(perim.) 23.6 2360 Btuh Floor Total 2770 sgft 4319 Btuh • • • • .• • • • • EnergyGauge® / USRFZB v2.8 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: SFR ADDITION MIAMI SHORES Building Type: User EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss • • • • • • ••. 26468 Btuh • • • • 26468•156.1h ••••• • 1. Electric Strip Heat 2. Electric Strip Heat • • •••• •• • • • • • •• • • i.iI1700 Bttlj•• Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or lint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (ManuaiJ Heat Transfer Multiplier) • •••• Version 8 • • • • • •••••• • • • • •••••• • • Envelope Subtotal: 20645 Btuh Infiltration Type Natural ACH Volume(cuft) Wall Ratio CFM= 0.50 23545 1.00 196.2 4316 Btuh Duct load (DLM of Mixed ducts) 1507 Btuh All Zones Sensible Subtotal All Zones 26468 Btuh Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss • • • • • • ••. 26468 Btuh • • • • 26468•156.1h ••••• • 1. Electric Strip Heat 2. Electric Strip Heat • • •••• •• • • • • • •• • • i.iI1700 Bttlj•• Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or lint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (ManuaiJ Heat Transfer Multiplier) • •••• Version 8 • • • • • •••••• • • • • •••••• • • i Residential System Sizing Calculation Summary Project Title: SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) Load Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 26468 Btuh Total cooling load calculation 44730 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 118.6 31400 Sensible (SHR = 0.75) 105.9 37200 Duct loss Btuh 1507 Latent 129.3 12400 Total sensible gain 26468 Btuh Total 110.9 49600 WINTER CALCULATIONS Winter Heating Load for 2770 s Load component Load Load Window total 398 sqft Window total 398 sqft 9000 Btuh Wall total 2111 sqft 5388 Btuh Door total 19 sqft 174 Btuh Ceiling total 2770 sqft 1764 Btuh Floor total See detail report 4319 Btuh Infiltration 196 cfm 4316 Btuh Duct loss Btuh 1507 Btuh Subtotal Total sensible gain 26468 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Btuh 26468 Btuh Summer Cooling Load for 2770 Ducts(6%) SUMMER CALCULATIONS Load component Load Window total 398 sqft 16945 Btuh Wall total 2111 sqft 4041 Btuh Door total 19 sqft 261 Btuh Ceiling total 2770 sqft 2558 Btuh Floor total 0 Btuh Infiltration 157 cfm 2589 Btuh Internal gain 7360 Btuh Duct gain 1389 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 35143 Btuh Latent gain(ducts) 398 Btuh Latent gain(infiltration) 6189 Btuh Latent gain(ventilation) 0 Btuh Latent gain ( intemal/occupants /other) 3000 Btuh Total latent gain 9587 Btuh TOTAL HEAT GAIN 44730 Btuh 8th Edition Latent 7%) •••• • • • • •• •• • • • • • • •• • • • •• • • • • •• ••••) • • ••• • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • •••• EnergyGauge®/ USRFZB v2.8 FORM 1100A -08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: SFR ADDITION MIAMI SHORES Builder Name: To be determined Street: 950 NE 100 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES , FL , Permit Number:TBD Owner: Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing Addition 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 Number of BedroomBedrms In Addition) 3(1) 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2770 7. Windows(398.2 sqft.) Description Area a. U- Factor: SgI, default 398.23 ft2 SHGC: Clear, default b. U- Factor: N/A ft2 SHGC: c. U- Factor: N/A ft2 SHGC: d. U-Factor: WA ft2 SHGC: e. U- Factor: N/A ft2 SHGC: 8. Floor Types (2770.0 sqft.) Insulation Area a. Slab-On -Grade Edge Insulation R=0.0 2770.00 ft2 b. WA R= ft2 c. N/A R= ft2 9. Wall Types (2528.4 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 2310.50 ft2 b. Frame - Wood, Adjacent R =19.0 154.17 ft2 c. Concrete Block - Int Insul, Adjacent R.0 63.75 ft2 d. N/A R= ft2 10. Ceiling Types (2770.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 2770.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts - a. Sup: Attic Ret: Attic AH: Interior Sup. R= 6, 195 ft2 12. Cooling systems - Supplemental for addition a. Central Unit Cap: 49.6 kBtu/hr SEER: 16 13. Heating systems - Supplemental for addition a Electric Strip Heat Cap: 31.4 kBtu/hr COP :1 14. Hot water systems - Replacement equipment Cap: 50 a. gallons EF: 0.95 95 b. Conservation features None 15. Credits CF, Pstat Glass/Floor Area: 0.144 Total As -Built Modified Loads: 59.61 PASS Total Baseline Loads: 70.13 I hereby certify that the plans and specifi ,• tions • • -red by this calculation are in compliance - on ner. Code. / ' PREPARED BY .-.►ai ar Review of the plans and SCE ZgT' specifications covered by this ;y� o`f a = ,$O� calculation indicates compliance `j q „'' ` ' $ �.� with the Florida Energy Code. rim b, � /�.�� Before construction is completed .• DATE- this building will be inspected for i! /- Z,�� 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT• • compliance with Section 553.908 *'" ,� Florida Statutes. O. a t� wW BUILDING OFFICIAL - DATE- DATE- 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 1 of 6 PROJECT Tit le: SFR ADDITION MIAMI SHOR Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 2770 Lot # Owner. Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: To be determined Rotate Angle: 0 Street: 950 NE 100 STREET Permit Office: MIAMI SHORES Cross Ventilation: County: MIAMI -DADE Jurisdiction: 232600 Whole House Fan: City, State, Zip: MIAMI SHORES , Family Type: Single - family FL , New/Exdsting: Addition Comment: EAL PROJECT CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 75 70 149.5 56 Low FLOORS ✓ # Floor Type Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 83 ft 0 1221 ft2 1 0 0 2 Slab -On -Grade Edge Insulatio 100 ft 0 1549 ft2 0 0 1 ROOF / Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Flat tile/slate 2855 ft2 0 ft2 Medium 0.96 No 0 14 deg ATTIC / Y # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2770 ft2 N N CEILING V# Ceiling Type R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1221 ft2 0.11 Wood 2 Under Attic (Vented) 30 1549 ft2 0.11 Wood WALLS on # Omt Adjacent To Wall Type Vl Area RValue Fratiion Absor. 1 N Garage Frame - Wood 19 154.1666 0.2 0.01 2 N Exterior Concrete Block - Int Insul 5 137.5 ft2 0 0.75 3 W Exterior Concrete Block - Int Insul 5 339 ft2 0 0.75 4 S Exterior Concrete Block - Int Insul 5 304 ft2 0 0.75 5 S Exterior Concrete Block - Int Insul 5 206.8333 0 0.75 6 E Exterior Concrete Block - Int Insul 5 325.125 ft 0 0.75 6/28/2010 7:05 PM EnergyGaugea USA - FlaRes2008 Page 2 of 6 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6 WALLS V # Omt R -V Adjacent To Wall Type Vl a Area SRValue Fatiogn fir. 7 8 9 10 11 12 N W N S W E Exterior Concrete Block - Int Insul 5 200.4583 0 Exterior Concrete Block - Int Insul 5 103.4166 0 Exterior Concrete Block - Int Insul 5 323 ft2 0 Exterior Concrete Block - Int Insul 5 323 ft2 0 Garage Concrete Block - Int Insul 5 63.75 ft2 0 Exterior Concrete Block - Int Insul 5 48.16666 0 0.75 0.75 0.75 0.75 0.01 0.75 DOORS J# Omt Door Type Storms U -Value Area 1 W Insulated None 0.460000 18.88888 WINDOWS Orientation shown is the entered, asBuilt orientation. V # Omt Frame Panes Overhang NFRC U- Factor SHGC Storms Area Depth Separation Int Shade Screening 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 W S S 5 S E N N N N N N S S S E Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Metal Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) Single (Clear) No 1.3 0.75 N 11.375 ft2 2 ft 6 in 4 ft 8 in HERS 2006 No 1.3 0.75 N 46.375 ft2 2 ft 6 in 4 ft 8 in HERS 2006 No 1.3 0.75 N 9 ft2 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 26.91666 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 12 ft2 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 53.83333 2 ft 6 In 1 ft 2 in HERS 2006 No 1.3 0.75 N 26.91666 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 9 ft2 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 46.375 ft2 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 9.569444 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 3.430555 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 20 ft2 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 20 ft2 2 ft 6 In 1 ft 2 in HERS 2006 No 1.3 0.75 N 46.375 ft2 2 ft 6 In 1 ft 2 in HERS 2006 No 1.3 0.75 N 40 ft2 2 ft 6 in 1 ft 2 in HERS 2006 No 1.3 0.75 N 17.0625 ft 2 ft 6 in 1 ft 2 in HERS 2006 None None None None None None None None None None None None None None None None INFILTRATION & VENTING ` V Method SLA - Forced Ventilation - Run Time CFM 50 ACH 50 ELA EqLA Supply CFM Exhaust CFM Fraction Fan Watts Default 0.00050 3633 926 199.4 375.1 0 cfm 0 cfm 0 0 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 3 of 6 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 534.63 ft2 534.63 ft2 64 ft 8 ft 1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 16 24.8 kBtu/hr 744 cfm 0.75 sys#1 2 Central Unit Split SEER: 16 24.8 kBtu/hr 744 cfm 0.75 sys#2 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP: 1 15.7 kBtu/hr sys#1 2 Electric Strip Heat None COP: 1 15.7 kBtu/hr sys#2 HOT WATER SYSTEM V# System Type EF Cap Use SetPnt Conservation 1 Electric 0.95 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — — Retum — Air Percent V # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 120 ft2 Interior 35 ft2 Default Leakage Interior (Default) (Default) % 2 Attic 6 75 ft2 Interior 6 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Cooling Veenti g Thermostat: Jan C Jan Y Feb Mar PCI Feb RI Mar Ceiling r [X] Ap Fans: N Ma Jun (X May pq Jun Jul Au X Jul [X Aug Sep Oct X Sep pq Oct Nov Nov Dec � 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 4 of 6 Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 5 of 6 FORM 1100A -08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 950 NE 100 STREET MIAMI SHORES, FL, PERMIT #: TBD 1 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum: .3 cfm/ •.ft. window area; .5 cfm/ •.ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation • wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi-sto Houses N1106.AB.1.2 Air barrier on • :rimeter of floor cav' between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 N1102.B.1.1 Ceilings -Min. R -19. Common walls -frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. 6/28/2010 7:05 PM EnergyGauge® USA - FlaRes2008 Page 6 of 6 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sqft) Gross Shaded Unshaded HTM Shaded Unshaded Load 9 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 46.4 0.0 46.4 33 33 1530 Btuh 10 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 9.6 0.0 9.6 33 33 316 Btuh 11 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 3.4 0.0 3.4 33 33 113 Btuh 12 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 20.0 0.0 20.0 33 33 660 Btuh 13 1 Clear 0.74,1.13 No No 8 2.5ft 1.2ft 20.0 20.0 0.0 33 35 660 Btuh 14 1 Clear 0.74, 1.13 No No S 2.5ft 1.2ft 46.4 46.4 0.0 33 35 1530 Btuh 15 1 Clear 0.74,1.13 No No S 2.5ft 1.2ft 40.0 40.0 0.0 33 35 1320 Btuh 16 1 Clear 0.74, 1.13 No No E 2.5ft 1.2ft 17.1 3.0 14.1 33 89 1355 Btuh Window Total 203 (sqft) 7484 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav /Sheath 9 Concrete BIk,Hollow - Ext 0.13 5.0 /0.0 243.6 2.0 481 Btuh 10 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 216.6 2.0 427 Btuh 11 Concrete BIk,Holiow - Adj 0.13 5.0/0.0 44.9 2.0 89 Btuh 12 Concrete BIk,Holiow - Ext 0.13 5.0/0.0 31.1 2.0 61 Btuh Wall Total 536 (sqft) 1058 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Garage 18.9 13.8 261 Btuh Door Total 19 (sqft) 261 Btuh Ceilings Type/Color /Surface U -Value R -Value Area(sqft) HTM Load 2 Vented Attic/Ught/lile 0.032 30.0/0.0 1549.0 0.92 1431 Btuh Ceiling Total 1549 (sqft) 1431 Btuh Floors Type R -Value Size HTM Load 2 Slab On Grade 0.0 1549 (ft- perimeter) 0.0 0 Btuh Floor Total 1549.0 (sqft) 0 Btuh Zone Envelope Subtotal: 10233 Btuh infiltration Type ACH Volume(cuft) Wall Ratio CFM= Load SensibleNatural 0.40 13167 0.25 39.9 658 Btuh Internal Occupants Btuh/occupant Appliance Load gain 6 X 230 + 3400 4780 Btuh Sensible Envelope Load: 15671 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Cond.) (DGM of 0.034) 536 Btuh Sensible Zone Load 16207 Btuh EnergyGauge® / USRFZB v2.8 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 6/28/2010 950 NE 100 STREET MIAMI SHORES, FL EnergyGauge®/ USRFZB v2.8 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Cooling Loads For System(s): 1 Serving Zones: 1 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.047) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load 18083 Btuh 0 Btuh 853 Btuh 0 Btuh 18936 Btuh 4617 Btuh 240 Btuh 1200 Btuh 0 Btuh 24993 Btuh Cooling Loads For System(s): 2 Serving Zones: 2 Sensible Envelope Load Window Excursion Sensible Duct Load (duct gain multiplier of 0.034) Sensible ventilation Zone Sensible gain Latent infiltration/ventilation gain Latent duct gain Latent occupant gain Latent other gain Total block load 15671 Btuh 0 Btuh 536 Btuh 0 Btuh 16207 Btuh 1572 Btuh 158 Btuh 1200 Btuh 600 Btuh 19737 Btuh EnergyGauge® / USRFZB v2.8 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 1. Central Unit 2. Central Unit RHEEM #RANL- 024JAZ RHEEM #RANL- 024JAZ 24800 Btuh 24800 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(1/4)) (Omt - compass orientation) Version 8 EnergyGauge®/ USRFZB v2.8 Page 5 Sensible Envelope Load All Zones Sensible Duct Load 33754 Btuh 1389 Btuh Total Sensible Zone Loads 35143 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 35143 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 6189 Btuh Latent ventilation gain 0 Btuh Latent duct gain 398 Btuh Latent occupant gain (12 people @ 200 Btuh per person) 2400 Btuh Latent other gain 600 Btuh Latent total gain 9587 Btuh TOTAL GAIN 44730 Btuh 1. Central Unit 2. Central Unit RHEEM #RANL- 024JAZ RHEEM #RANL- 024JAZ 24800 Btuh 24800 Btuh *Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(1/4)) (Omt - compass orientation) Version 8 EnergyGauge®/ USRFZB v2.8 Page 5 Building Input Summary Report PROJECT Title: SFR ADDITION MIAMI SHOR Bedrooms: 3 Adress Type: Street Address Building Type: User Bathrooms: 0 Lot # Owner. Conditioned Area: 2770 Block/SubDivision: # of Units: 1 Total Stories: 1 PlatBook: Builder Name: To be determined Worst Case: No Street: 950 NE 100 STREET Permit Office: MIAMI SHORES Rotate Angle: 0 County: MIAMI -DADE Jurisdiction: 232600 Cross Ventilation: City, State, Zap: MIAMI SHORES , Family Type: Single - family Whole House Fan: FL , New/Existing: Addition Comment: EAL PROJECT CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Central Fl Propane March 2006 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft 0ft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft FLOORS # Floor Type Perimeter Perimeter R -Value Area Joist R -Value The Wood Carpet 1 Slab -On -Grade Edge Insulatio 83 ft 0 1221 ft2 1 0 0 2 Slab -On -Grade Edge Insulatlo 100 ft 0 1549 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Flat tile/slate 2855 ft2 0 ft2 Medium 0.96 No 0 14 deg ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2770 ft2 N N 6/28/2010 7:07 PM EnergyGauge®/ USRFZB v2.8 Page 1 of 4 Building Input Summary Report 6/28/2010 7:07 PM EnergyGauge®/ USRFZB v2.8 Page 2 of 4 CEILING # Ceiling Type R -Value Area Framing Fraction Truss Type 1 2 Under Attic (Vented) 30 1221 ft2 0.11 Wood Under Attic (Vented) 30 1549 ft2 0.11 Wood WALLS orientation below is as entered. Actual orientation is modified by rotate angle shown in "Project° section above. # Omt iWaall Adjacent Wall Type R Vaaue Ft In FHeightIn Area Sheathing Framing for. 1 N Garage Frame - Wood 19 25 6 2 154.17 ft2 0.2 0.75 2 N Eiderior Concrete Block - Int Insul 5 25 5 6 137.5 ft2 0 0.75 3 W Exterior Concrete Block - Int Insul 5 28 3 12 339 ft2 0 0.75 4 S Exterior Concrete Block - Int Insul 5 25 4 12 304 ft2 0 0.75 5 S Exterior Concrete Block - Int Insul 5 24 4 8.5 206.83 ft2 0 0.75 6 E Exterior Concrete Block - Int Insul 5 38 3 8.5 325.13 ft2 0 0.75 7 N Exterior Concrete Block - Int Insul 5 23 7 8.5 200.46 ft2 0 0.75 8 W Exterior Concrete Block - Int Insul 5 12 2 8.5 103.42 ft2 0 0.75 9 N Exterior Concrete Block - Int Insul 5 38 8.5 323 ft2 0 0.75 10 S Exterior Concrete Block - Int Insul 5 38 8.5 323 ft2 0 0.75 11 W Garage Concrete Block - Int Insul 5 7 6 8.5 63.75 ft2 0 0.75 12 E Exterior Concrete Block - Int Insul 5 5 8 8.5 48.17 ft2 0 0.75 DOORS Width Height # Omt Door Type Storms U -Value Ft In Ft In Area 1 W Insulated None 0.46 2 10 6 8 18.89 ft2 WINDOWS Overhang # Omt Frame Panes NFRG U- Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 W Metal Single (Clear) No 1.3 0.75 N 11.38 ft2 2 ft 6 in 4 ft 8 in None None 2 S Metal Single (Clear) No 1.3 0.75 N 46.38 ft2 2 ft 6 In 4 ft 8 in None None 3 S Metal Single (Clear) No 1.3 0.75 N 9 ft2 2 ft 6 in 1 ft 2 In None None 4 S Metal Single (Clear) No 1.3 0.75 N 26.92 ft2 2 ft 6 in 1 ft 2 in None None 5 S Metal Single (Clear) No 1.3 0.75 N 12 ft2 2 ft 6 in 1 ft 2 In None None 6 E Metal Single (Clear) No 1.3 0.75 N 53.83 ft2 2 ft 6 in 1 ft 2 in None None 7 N Metal Single (Clear) No 1.3 0.75 N 26.92 ft2 2 ft 6 in 1 ft 2 in None None 8 N Metal Single (Clear) No 1.3 0.75 N 9 ft2 2 ft 6 in 1 ft 2 in None None 9 N Metal Single (Clear) No 1.3 0.75 N 46.38 ft2 2 ft 6 in 1 ft 2 in None None 10 N Metal Single (Clear) No 1.3 0.75 N 9.57 ft2 2 ft 6 in 1 ft 2 in None None 11 N Metal Single (Clear) No 1.3 0.75 N 3.43 ft2 2 ft 6 in 1 ft 2 in None None 12 N Metal Single (Clear) No 1.3 0.75 N 20 ft2 2 ft 6 in 1 ft 2 in None None 13 S Metal Single (Clear) No 1.3 0.75 N 20 ft2 2 ft 6 in 1 ft 2 in None None 14 S Metal Single (Clear) No 1.3 0.75 N 46.38 ft2 2 ft 6 in 1 ft 2 in None None 15 S Metal Single (Clear) No 1.3 0.75 N 40 ft2 2 ft 6 in 1 ft 2 in None None 16 E Metal Single (Clear) No 1.3 0.75 N 17.06 ft2 2 ft 6 In 1 ft 2 in None None 6/28/2010 7:07 PM EnergyGauge®/ USRFZB v2.8 Page 2 of 4 Building Input Summary Report 6/28/2010 7:07 PM EnergyGauge® / USRFZB v2.8 Page 3 of 4 INFILTRATION & VENTING Method SLA CFM 50 ELA — Forced Ventilation — Terrain/Wind EgLA ACH ACH 50 Supply Exhaust Run Time Shielding Best Guess 0.00050 3633 199.4 375.1 0.345 9.26 0 0 0 Suburban / Suburban GARAGE # Floor Area Roof Area Exposed Wall Perimeter Avg. Wall Height Exposed WaII Insulation 1 534.63 ft2 534.63 ft2 64 ft 8 ft (invalid) r MASS Mass Type Area Thickness Fumiture Fraction No Added Mass 0 ft2 0 ft 0.3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ductless 1 2 Central Unit Split Central Unit Split SEER: 16 24.8 kBtu/hr 744 cfm 0.75 False SEER: 16 24.8 kBtu/hr 744 cfm 0.75 False HEATING SYSTEM # System Type Subtype Efficiency Capacity Ductless 1 2 Electric Strip Heat None Electric Strip Heat None COP: 1 15.7 kBtu/hr False COP: 1 15.7 kBtu/hr False HOT WATER SYSTEM # System Type EF Cap Use SetPnt Credits 1 Electric 0.95 50 gal 60 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U -Value Surf Area Exch Eff Pumped Energy DUCTS # — Supply — — Retum — Air Percent Location R -Value Area Location Area Number Leakage Type Handler CFM 25 Leakage ON RI F 1 2 Attic 6 120 ft2 Interior Attic 6 75 ft2 Interior 35 ft2 (invalid) Default Leakage Interior (Default) (Default) 6 ft2 (invalid) Default Leakage Interior (Default) (Default) TEMPERATURES Programable Thermostat:: Heralta Venting pq Jan Y MMaarr LxJ Feb [ Mar C Apr Ceiling Fans: N lx] May [X Jun X Jul pq Aug Sep [18ctct Oct Nov ( DD:cc 6/28/2010 7:07 PM EnergyGauge® / USRFZB v2.8 Page 3 of 4 Building Input Summary Report Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEN) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEN) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 APPLIANCES & LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans (Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 % Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 % Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 % Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 % Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 % Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 455 kWh/Yr Peak Value: 149 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 % Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 760 kWh/Yr Peak Value: 139 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 % Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 % Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 % Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106 Watts Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 % Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts 6/28/2010 7:07 PM EnergyGauge8 / USRFZB v2.8 Page 4 of 4 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Tile: SFR ADDITION MIAMI SHORES Building Type: User EAL PROJECT Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Window Panes/Type Frame U Orientation Area(sgft) X HTM= Load 1 2 3 4 5 6 7 8 1, Clear Metal 1.13 W 11.4 22.6 1, Clear Metal 1.13 S 46.4 22.6 1, Clear Metal 1.13 S 9.0 22.6 1, Clear Metal 1.13 S 26.9 22.6 1, Clear Metal 1.13 S 12.0 22.6 1, Clear Metal 1.13 E 53.8 22.6 1, Clear Metal 1.13 N 26.9 22.6 1, Clear Metal 1.13 N 9.0 22.6 Window Total 195.4(sgft) 257 Btuh 1048 Btuh 203 Btuh 608 Btuh 271 Btuh 1217 Btuh 608 Btuh 203 Btuh 4416 Btuh Walls 1 2 3 4 5 6 7 8 Type Omt. Ueff. R -Value Area X HTM= (Cav /Sh) Frame - Wood - Adj (0.077) 19.0/0.0 154 1.55 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 138 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 328 2.63 Conc BIk,Holiow - Ext (0.132) 5.0/0.0 258 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 159 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 271 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 165 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 103 2.63 Wall Total 1575(sqft) Load 238 Btuh 362 Btuh 862 Btuh 678 Btuh 418 Btuh 714 Btuh 433 Btuh 272 Btuh 3977 Btuh Ceilings 1 Type /Color /Surface Ueff. R -Value Area X HTM= Vented Attic/L/111e (0.032) 30.0/0.0 1221 0.6 Ceiling Total 1221(sgft) Load 778 Btuh 778Btuh Floors 1 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 83.0 ft(perim.) 23.6 Floor Total 1221 sgft Load 1959 Btuh 1959 Btuh Zone Envelope Subtotal: 11130 Btuh Infiltration Type ACH Zone Volume Wall Ratio CFM= Natural 0.50 10379 0.75 146.4 3220 Btuh Duct load Average sealed, Supply(R6.0- Attic), Retum(R6.0- Cond.) (DLM of 0.064) 919 Btuh Zone #1 Sensible Zone Subtotal 15268 Btuh EnergyGauge® / USRFZB v2.8 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: SFR ADDITION MIAMI SHORES Building Type: User EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 9 10 11 12 13 14 15 16 1, Clear Metal 1.13 N 46.4 22.6 1, Clear Metal 1.13 N 9.6 22.6 1, Clear Metal 1.13 N 3.4 22.6 1, Clear Metal 1.13 N 20.0 22.6 1, Clear Metal 1.13 S 20.0 22.6 1, Clear Metal 1.13 S 46.4 22.6 1, Clear Metal 1.13 S 40.0 22.6 1, Clear Metal 1.13 E 17.1 22.6 Window Total 202.8(sqft) 1048 Btuh 216 Btuh 78 Btuh 452 Btuh 452 Btuh 1048 Btuh 904 Btuh 386 Btuh 4584 Btuh Walls 9 10 11 12 Type Omt. Ueff. R -Value Area X HTM= (Cav /Sh) Conc BIk,Hollow - Ext (0.132) 5.0/0.0 244 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 217 2.63 Conc BIk,Hollow - Adj (0.132) 5.0/0.0 45 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 31 2.63 Wall Total 536(sqft) Load 641 Btuh 570 Btuh 118 Btuh 82 Btuh 1411 Btuh Doors 1 Type Storm Ueff. Area X HTM= Insulated - Garage, n (0.460) 19 9.2 Door Total 19(sgft) Load 174 Btuh 174Btuh Ceilings 2 Type /Color /Surface Ueff. R -Value Area X HTM= Vented Attic/UTile (0.032) 30.0/0.0 1549 0.6 Ceiling Total 1549(sgft) Load 987 Btuh 987Btuh Floors 2 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 100.0 ft(perim.) 23.6 Floor Total 1549 sqft Load 2360 Btuh 2360 Btuh Zone Envelope Subtotal: 9515 Btuh Infiltration Type ACH Zone Volume Wall Ratio CFM= Natural 0.50 13167 0.25 49.8 1096 Btuh Duct load Average sealed, Supply(R6.0- Attic), Retum(R6A- Cond.) (DLM of 0.055) 589 Btuh Zone #2 Sensible Zone Subtotal 11200 Btuh EnergyGauge® / USRFZB v2.8 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: SFR ADDITION MIAMI SHORES Building Type: User EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Heating Loads For System(s):1 Serving Zones: 1 Block Toad 15268 Btuh Heating Loads For System(s)2 Serving Zones: 2 Block load 11200 Btuh Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 26468 Btuh 0 Btuh 26468 Btuh 1. Electric Strip Heat 2. Electric Strip Heat 15700 Btuh 15700 Btuh Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or 'Tint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (Manual] Heat Transfer Multiplier) IHiRWAIL. 7 Version 8 EnergyGauge®/ USRFZB v2.8 Page 3 System Sizing Calculations - Summer Residential Load - Whole House Component Details Project Title: SFR ADDITION MIAMI SHORES EAL PROJECT Temperature Difference:15.0F(MJ8 99 %) 950 NE 100 STREET MIAMI SHORES, FL Reference City: Miami, FL 6/28/2010 Humidity difference: 58gr. Window Type* Panes SHGC U InSh IS Omt Overhang Len Hgt Window Area(sgft) Gross Shaded Unshaded HTM Shaded Unshaded Load 1 1 Clear 0.74, 1.13 No No W 2.5ft 4.7ft OOC g; co Rj00 GIB v?0��p .000OOOOd�0Q0 O 4 Of R r r 0 0 0 0 0 0 R 4 4 M s d: et 0000000 d' d. 00 of Or CO r 4 o R N g3 R o W o oi R R 4 g- M 33 89 1014 Btuh 2 1 Clear 0.74, 1.13 No No S 2.5ft 4.7ft 33 35 1530 Btuh 3 1 Clear 0.74, 1.13 No No S 2.5ft 1.2ft 33 35 297 Btuh 4 1 Gear 0.74, 1.13 No No S 2.5ft 1.2ft 33 35 888 Btuh 5 1 Clear 0.74, 1.13 No No S 2.5ft 1.2ft 33 35 396 Btuh 6 1 Clear 0.74, 1.13 No No E 2.5ft 1.2ft 33 89 4151 Btuh 7 1 Clear 0.74,1.13 No No N 2.5ft 1.2ft 33 33 888 Btuh 8 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 33 33 297 Btuh 9 1 Clear 0.74,1.13 No No N 2.5ft 1.2ft 33 33 1530 Btuh 10 1 Clear 0.74,1.13 No No N 2.5ft 1.2ft 33 33 316 Btuh 11 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 33 33 113 Btuh 12 1 Clear 0.74, 1.13 No No N 2.5ft 1.2ft 33 33 660 Btuh 13 1 Clear 0.74, 1.13 No No S 25ft 1.2ft 33 35 660 Btuh 14 1 Clear 0.74, 1.13 No No S 2.5ft 1.2ft 33 35 1530 Btuh 15 1 Clear 0.74,1.13 No No S 2.5ft 1.2ft 33 35 1320 Btuh 16 1 Clear 0.74,1.13 No No E 2.5ft 1.2ft 33 89 1355 Btuh Window Total 16945 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Frame - Wood - Adj 0.08 19.0/0.0 154.2 1.2 179 Btuh 2 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 137.5 2.0 271 Btuh 3 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 327.6 2.0 647 Btuh 4 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 257.6 2.0 508 Btuh 5 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 158.9 2.0 314 Btuh 6 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 271.3 2.0 535 Btuh 7 Concrete BIk,Hoflow - Ext 0.13 5.0/0.0 164.5 2.0 325 Btuh 8 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 103.4 2.0 204 Btuh 9 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 243.6 2.0 481 Btuh 10 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 216.6 2.0 427 Btuh 11 Concrete BIk,Hollow - Adj 0.13 5.0/0.0 44.9 2.0 89 Btuh 12 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 31.1 2.0 61 Btuh Wall Total 2111 (sqft) 4041 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Garage 18.9 13.8 261 Btuh Door Total 19 (sqft) 261 Btuh Ceilings Type/Color /Surface U -Value R -Value Area(sqft) HTM Load 1 Vented Attic/Light/Tile 0.032 30.0/0.0 1221.0 0.92 1128 Btuh 2 Vented Attic/Light/Tile 0.032 30.0/0.0 1549.0 0.92 1431 Btuh Ceiling Total 2770 (sqft) 2558 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1221 (ft- perimeter) 0.0 0 Btuh 2 Slab On Grade 0.0 1549 (ft- perimeter) 0.0 0 Btuh Floor Total 2770.0 (sqft) 0 Btuh Envelope Subtotal: 23805 Btuh EnergyGauge®/ USRFZB v2.8 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Infiltration Type ACH Volume(cuft) Wall Ratio CFM= SensibleNatural 0.40 23545 2111 196.2 Load 2589 Btuh Internal gain Occupants Btuh/occupant Appliance 4 X 230 + 4600 Load 5520 Btuh Sensible Envelope Load: 31914 Btuh Duct load (DGMs vary for Moved ducts) 1389 Btuh Sensible Load AR Zones 33303 Btuh EnergyGauge®/ USREZB v2.8 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 WIfhole House Totals for Cooling Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain Latent infiltration gain (for 58 gr. humidity difference) Latent ventilation gain Latent duct gain Latent occupant gain (12 people @ 200 Btuh per person) Latent other gain Latent total gain TOTAL GAIN 33754 Btuh 1389 Btuh 35143 Btuh 0 Btuh 0 Btuh 35143 Btuh 6189 Btuh 0 Btuh 398 Btuh 2400 Btuh 600 Btuh 9587 Btuh 44730 Btuh 1. Central Unit 2. Central Unit RHEEM #RANL- 024JAZ RHEEM #RANL- 024JAZ 24800 Btuh 24800 Btuh "Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U- Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half dosed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), FuII(F) or Haif('h)) (Omt - compass orientation) Version 8 EnergyGauge®/ USRFZB v2.8 Page 3 System Sizing Calculations - Winter Residential Load - Whole House Component Details Project Title: SFR ADDITION MIAMI SHORES Building Type: User EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1, Clear Metal 1.13 W 11.4 22.6 1, Clear Metal 1.13 S 46.4 22.6 1, Clear Metal 1.13 S 9.0 22.6 1, Clear Metal 1.13 S 26.9 22.6 1, Clear Metal 1.13 S 12.0 22.6 1, Clear Metal 1.13 E 53.8 22.6 1, Clear Metal 1.13 N 26.9 22.6 1, Clear Metal 1.13 N 9.0 22.6 1, Clear Metal 1.13 N 46.4 22.6 1, Clear Metal 1.13 N 9.6 22.6 1, Clear Metal 1.13 N 3.4 22.6 1, Clear Metal 1.13 N 20.0 22.6 1, Clear Metal 1.13 S 20.0 22.6 1, Clear Metal 1.13 S 46.4 22.6 1, Clear Metal 1.13 S 40.0 22.6 1, Clear Metal 1.13 E 17.1 22.6 Window Total 398.2(sqft) 257 Btuh 1048 Btuh 203 Btuh 608 Btuh 271 Btuh 1217 Btuh 608 Btuh 203 Btuh 1048 Btuh 216 Btuh 78 Btuh 452 Btuh 452 Btuh 1048 Btuh 904 Btuh 386 Btuh 9000 Btuh Walls 1 2 3 4 5 6 7 8 9 10 11 12 Type Omt. Ueff. R -Value Area X HTM= (Cav /Sh) Frame - Wood - Adj (0.077) 19.0/0.0 154 1.55 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 138 2.63 Conc BIk,Holiow - Ext (0.132) 5.0/0.0 328 2.63 Conc BIk,Holiow - Ext (0.132) 5.0/0.0 258 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 159 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 271 2.63 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 165 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 103 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 244 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 217 2.63 Conc BIk,Hollow - Adj (0.132) 5.0/0.0 45 2.63 Conc BIk,Hollow - Ext (0.132) 5.0/0.0 31 2.63 Wall Total 2111(sgft) Load 238 Btuh 362 Btuh 862 Btuh 678 Btuh 418 Btuh 714 Btuh 433 Btuh 272 Btuh 641 Btuh 570 Btuh 118 Btuh 82 Btuh 5388 Btuh Doors 1 Type Storm Ueff. Area X HTM= Insulated - Garage, n (0.460) 19 9.2 Door Total 19(sgft) Load 174 Btuh 174Btuh Ceilings 1 2 Type/Color /Surface Ueff. R -Value Area X HTM= Vented Attic/L/Tile (0.032) 30.0/0.0 1221 0.6 Vented Attic/L/TiIe (0.032) 30.0/0.0 1549 0.6 Ceiling Total 2770(sgft) Load 778 Btuh 987 Btuh 1764Btuh Floors 1 2 Type Ueff. R -Value Size X HTM= Slab On Grade (1.180) 0.0 83.0 ft(perim.) 23.6 Slab On Grade (1.180) 0.0 100.0 ft(perim.) 23.6 Floor Total 2770 sqft Load 1959 Btuh 2360 Btuh 4319 Btuh EnergyGauge®1 USRFZB v2.8 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: SFR ADDITION MIAMI SHORES Building Type: User EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 26468 Btuh 0 Btuh 26468 Btuh 1. Electric Strip Heat 2. Electric Strip Heat 15700 Btuh 15700 Btuh Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (Manual] Heat Transfer Multiplier) MA?IJL Version 8 EnergyGaugee / USRFZB v2.8 Page 2 Envelope Subtotal: 20645 Btuh Infiltration Type Natural ACH Volume(cuft) Wall Ratio CFM= 0.50 23545 1.00 196.2 4316 Btuh Duct Toad (DLM of Mixed ducts) 1507 Btuh All Zones Sensible Subtotal All Zones 26468 Btuh Totals for Heating Subtotal Sensible Heat Loss Ventilation Sensible Heat Loss Total Heat Loss 26468 Btuh 0 Btuh 26468 Btuh 1. Electric Strip Heat 2. Electric Strip Heat 15700 Btuh 15700 Btuh Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U- Factor and SHGC defaults) U - (Window U- Factor) HTM - (Manual] Heat Transfer Multiplier) MA?IJL Version 8 EnergyGaugee / USRFZB v2.8 Page 2 Residential System Sizing Calculation Summary Project Title: SFR ADDITION MIAMI SHORES EAL PROJECT 950 NE 100 STREET MIAMI SHORES, FL 6/28/2010 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(58gr.) Winter design temperature(MJ8 99 Winter setpoint Winter temperature difference %) 50 70 20 F F F Summer design temperature(MJ8 99 %) 90 Summer setpoint 75 Summer temperature difference 15 F F F Total heating load calculation 26468 Btuh Total cooling Toad calculation 44730 Btuh Submitted heating capacity Total (Electric Strip Heat) % of calc Btuh 118.6 31400 Submitted cooling capacity % of calc Sensible (SHR = 0.75) 105.9 Latent 129.3 Total 110.9 Btuh 37200 12400 49600 WINTER CALCULATIONS Winter Heating Load for 2770 soft Load component Load Window total 398 sqft 9000 Btuh Wall total 2111 sqft 5388 Btuh Door total 19 sqft 174 Btuh Ceiling total 2770 sqft 1764 Btuh Floor total See detail report 4319 Btuh Infiltration 196 cfm 4316 Btuh Duct loss 1507 Btuh Subtotal 26468 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 26468 Btuh Summer Cooling Load for 2770 s Du ts(6 %) SUMMER CALCULATIONS Load component Load Window total 398 sqft 16945 Btuh Wall total 2111 sqft 4041 Btuh Door total 19 sqft 261 Btuh Ceiling total 2770 sqft 2558 Btuh Floor total 0 Btuh Infiltration 157 cfm 2589 Btuh Internal gain 7360 Btuh Duct gain 1389 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 35143 Btuh Latent gain(ducts) 398 Btuh Latent gain(infiltration) 6189 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal /occupants /other) 3000 Btuh Total latent gain 9587 Btuh TOTAL HEAT GAIN 44730 Btuh 8th Edition ,+s(zo%) Latent iternal(7 %) EnergyGauge® Syste PREPARED BY: DATE: EnergyGauge® / USRFZB v2.8 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type\ BUILDING 1 ROOFING Permit No. Master Permit No.-RC 10 " ° 9o°t OWNER: Name (Fee Simple Titleholder): N 1' J E- 14-5114 L k-- Phone#: Address: cI 5G N 1� 0041 City: 14-1 1 pt vA ,l 162.1=,5 State: L Zip: 3 313�i Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 950 N� 1604-L- S1 VLE City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Pe— Flood Zone: Zip: '23S138 CONTRACTOR: Company Name: .M'1' vrLL[ 1A CZitilt-- 6 VC Phone #: 588 etc.{O a 12s V� Address: �� city: �451211--44 Y1-11 torik ( State: Vt. � . • . . �. Qualifier Name: LQt1 G-01-1146( P • e e' �� Aa a4 State Certification or Registration #: (. (_C�1 i Co 1 Certificate of Competency #: i,(f�/r f/ 4 Contact Phone#: Email Address: a DESIGNER: Architect/Engineer: � 1_ Y1 +r�-S Phone#: S2 J9 53 Value of Work for this Permit: $ I Z b 6 ` Square/Linear Footage of Work: Type of Work: OAddition 11.Alteration New URepair/Replace ODemolition Description of Work: c.U1S \GN (` `� �� _ tJ L 1 v c 1 L, tom. ® L.E— . I w LL.S +kT" .tv t.i L J `D (5 °-S 'bE,r4I'L- ` bPf__ `S`6 ,L C01Ail•aka 8E,4-�'a 1 6 ktt, �, 5~ Arty e t ********+ x***+ x********* *+ x*x: ************* Fees****** *** **+ x************************** ****** J Submittal Fee $ Permit Fee $ 7re3 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review I6 0 .. .... 0 (0d. TOTAL FEE NOW DUE $ 945500 glg./ I 11 C,ll - * MVP to‘ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTLRRS, 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 a the job site for the first inspection which occurs seven (7) days after the building permit is issue'. In the absence of such poste# otice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The for -.'ng instrument was acknowledged before me day of , 20 _, by , day o " °! , 20 , f , by LOU., lS 911,c. %r who is personally known to me or who has produced who is personally kno to or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: APPROVED BY My Commission Expires, ®0`6 -13 1.: S #PIKES: February 15,2013 #�4 graidsd TAN6udgetNotary Services / /7,,'m% Plans Examiner Zoning (f 'f Structural Review Clerk ML- i'Zet (Revised 07(10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) October 25, 2011 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida 33138 Attn: Building Official Re: Residence 950 NE 100th Street Miami Shores, Florida 33138 Dear Sir; Edwin LADDERS, P CONSULTING ENGINEERS Permit tc 19 0 [ OCT 282011 We inspected the installation of the steel beam and column (with connections) in the kitchen area as well as the reinforced masonry filled cells and tie columns. All work was in compliance with the approved plans and specifications as well as the requirements of the Florida Building Code. Please call if we can provide any additional information. Very trul ors Edward A. enders, P.E. President 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 -3938 * FAX: (305)823 -9355 1 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: ELI 01 DATE: /3/31( 1, Vt., Y\ 1 ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) vi S Cc_krz_ ear.I Address: 0 L3 s From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged 7 PERMIT CLERK INITIAL: Ake RESUBMITTED DATE: � l ( PERMIT CLERK INITIAL: efil(- j A'er Permit No: 10 -1909 Job Name: September 29, 2011 Miami Shores ViIIage Building Department Building Critique Sheet Revision 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Pagel of 1 1) Provide permit applications for all revised disciplines:' 2) Identify all revised areas with a cloud on each sheet. What are the changes? Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 rA4 ; 90-c. - 475 �(15 -S-ti ©-z_ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. j /e9 Job Name yi6'7ug.,h t72- i � �� CRITIQUE SHEET ///, 772-/ (C e9-1- L,/,/(-C" 09/30/2011 15:27 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 2001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /R% NO 1835 RECIPIENT ADDRESS 93057545402 DESTINATION ID ST. TIME 09/30 15:27 TIME USE 00'17 PAGES SENT 1 RESULT OK Permit No: 10 -1909 Job Name: September 29, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Revision 1) Provide permit applications for all revised disciplines. 2) Identify all revised areas with a cloud on each sheet. What are the changes? Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CB0 305 -795 -2204 -(i75 -F0 : 3c)S --'YAK -SyoZ 09/30/2011 15:23 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 11001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1834 RECIPIENT ADDRESS 93056753983 DESTINATION ID ST. TIME 09/30 15:23 TIME USE 00'42 PAGES SENT 1 RESULT OK Permit No: 10 -1909 Job Name: September 29, 2011 Miami Shores Village 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Revision 1) Provide permit applications for all revised disciplines. 2) Identify all revised areas with a cloud on each sheet. What are the changes? Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 475 —3%5 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 166303 Permit Number: RC -10 -10 -1909 Inspection Date: November 14, 2011 Inspector: Bruhn, Norman Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: IMBURGIA CONSTRUCTION SERVICES, INC. Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Addition/Alteration Phone Number Parcel Number 1132060340200 Phone: 3051525 -5707 Building Department Comments GARAGE CONVERSION,INTERIOR REMODEL AND ADDITION OF A NEW GARAGE Passe /jj Inspector Comments CREATED AS REINSPECTION FOR INSP- 165534. CREATED AS REINSPECTION FOR INSP- 152709. Provide special inspector certification. NB sew 3D�y.■w ( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 15, 2011 Page 1 of 1 0 November 11, 2011 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Residence 950 NE 100th Street Miami Shores, Florida, Dear Sir; Edward LANDERS PoE. CONSULTING ENGINEERS Permit #. i 0 " 1Q CM I have personally inspected the entire "Engineered Unit Masonry" system for this building. This inspection includes all of its components, such as, reinforced poured cells, vertical and horizontal reinforcing bars, horizontal joint reinforcing for the blocks, and all associated tie beams; bond beams, tie columns, concrete pour, grout pour, etc. I find that all aspects of this system conform to the "Approved Plans and Specifications" as well as the Florida Building Code. Please call if we can provide any additional information. Very truly you ea • A. an •mss, P.E. 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * PHN: (305)823 -3938 * FAX: (305)823 -9355 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPA BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) X20111 RT M)GNT (BNC) ........ ®. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315 -2599 www.mlam idade Gov /building Pella Corporation 102 Main Street ()Vella, IA 50219 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. T e documentation submitted has been reviewed by Miami —Dade County Product Control Secti7 ccepted by the Board of Rules and Appeals (BORA) to be used in Miami—Dade County and here allowed by the Authority Having Jurisdiction (AHJ). 1OA hall not be valid after the expiration date stated below. The Miami—Dade County Product Sevn �In� Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve t t low product or material tested for quality assurance purposes. If this product or material irn 1n the accepted manner, the manufacturer will incur the expense of such testing and the AHJ ate ,revoke, modify, or suspend the use of such product or material within their jurisdiction. erves di right to revoke this acceptance, if it is determined by Miami —Dade County Product 1 Sebtion that this product or material fails to meet the requirements of the applicable building code. Tliis product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Architect 850" Aluminum Clad Outswing Wood Door — L.M.X. APPROVAL DOCUMENT: Drawing No. 1729, titled "Series Architect 850 Series Out—Swing Aluminum Clad Wood Doors ", sheets 1 through 10 of 10, dated 12/13/10, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been tilled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement a pru4 orilales, aav ti g or any other purposes shall automatically terminate this NOA. Failure ttr rhp�ly witl iany iec toil bit ( Il' eEause for termination and removal of NOA. ADVERVISIMEintqlE MeN anp ter 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 This sub'�d k then its l(-be<4 fl If ,, ,, epf fire t. *th desl� keribN3 Aloopy of this3 en1Le 4r 1 be 1i °to the user by the manufacturer or its complete “ -..., g t8rcbutors and`sh 11 be railable r in§ tipn otr (§ at the request of the Building Official. c o r� st r u c i r p g as approval document mentioned above. ,. �rs �f�A consists o €� a esl, �tuide��e p�gpl[,'�+ pp the espor r „h” submitted idoeuientatioir ewe�v -fl l alg e, racon, P. E. the {E poiM$i Li c...._vl . No excepti,,:ns ❑ Miak MIAM DE COUNTY ' APPROVED Ai* A ft an re I ,m"vied ' © Rejected Sim 5,(.4\ .- Revise and Resubmit s?2 Rate Submittal No,, NOA No. 10-1222.03 Expiration Date: February 10, 2016 Approval Date: February 10, 2011 Page 1 Pella Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 1729, titled "Series Architect 850 Series Out —Swing Aluminum Clad Wood Doors ", sheets 1 through 10 of 10, dated 12/13/10, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5).Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of outswing door, prepared by Stork Twin City Testing Corporation, Test Report No. TCT 003842 —P, dated 09/21/2010, signed and sealed by Thomas A. Kolden. P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by W. W. Schaefer Engineering & Consulting, P. A., dated 12/15/10, signed and sealed by Warren W. Schaefer, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeitee PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. F. STATEMENTS 1. Statement letter of compliance with the FBC 2007, dated December 15, 2010, signed and sealed by Warren W. Schaefer, P. E. 2. Laboratory compliance letter for Test Report No. TCT 003842—P, issued by Stork Twin City Testing Corporation, dated September 21, 2010, signed and sealed by Thomas A. Kolden, P. E. 3. Proposal No. 10 -0609 issued by BCCO, dated July 06, 2010, signed by Jaime D. Gascon, P. E. G. OTHERS 1. None. E -1 Jaime D. Gascon, P. E. Product Control Section Supertvisor NOA No. 10-1222.03 Expiration Date: February 10, 2016 Approval Date: February 10, 2011 N0. 8 GR. 5 SELF TAP /DRILL SCREW GENERAL NOTES: 1. THESE DOOR SYSTEMS HAVE BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DISON PRESSURE TABLE(5). 2. OPENINGS, BUCKING & BUCKING FASTENERS BLAST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE ORAWI NS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS SPECIFIED ANCHOR EMBED TO RASE MATERIAL SHML BE 8EYOND WALL FINISH OR STUCCO. 4. THE DETAILS & SPECIFICATIONS SHOWN HERIIO REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE 011H THE FLORIDA BUILDING CODE PROTOCOLS LAS- 201. 202 & 203 FOR LARGE MISSILE IMPACT DOORS. 5. THESE DOOR SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND WET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HOH VELOCITY HURRICANE ZOKE5 OM14 & IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE ODORS. 7. ALL ANCHORS SECURING DOOR FRAME 10 PRESSURE TREATED BUCKS OR 04000 FRAMING SHALL BE CAPABLE OF RESISTING COMU0900 WISED 8Y THE PRESSURE TREATING CHEMICALS IN THE WOOD. & DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE V8HEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINO VELOCIIY. FOR WINO LEND CALCULATIONS IN ACCORDANCE YOH THE FLORIDA BUILDING CODE, A D(RECTIONAUTY FACTOR OF IS = 0.85 MAY BE APPLIED PER THE ASCE -7 STA1NOAR6. 8. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF 1F05 PRODUCT. 1YIND LOAD DURATION FACTOR Cd - 1.8 WAS USED FOR WOOD SCREW ANALYSIS ONLY. M. MATI:RW.S. INCLWHNG BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT TAM OTHER OISSINIAR MATERIALS SHAD. MEET THE REQUIREMENTS OF FLORIDA BUILDING 000E CHAPTER 20. 11. A11 WOOD MEMBERS OF DOORS THAT MAY POSSIBLY COME INTO CONTACT WITH MASONRY OR CONCRETE SUBSTRATES, ARE SUBJECT 10 MOISTURE &/OR ARE SUBJECT TO THE OUTSIDE ENVIRONMENT SHALL BE OF AN APPROVED DURABLE SPECIES OT RE TREATED IN AN APPROVED WITH AN APPROVED PFESQNATNE PER FBC JtWON 2326. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) FRAME /CUP TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. FRAME /SILL SCREWS (3) MIN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 3 & 0 =0.55) N0. 10 SMS OR W000 SCREW 1 1/4" 3/4° MIN. 18 G4 33 KSI METAL STUD N0. 10 GR. 5 SELF TAP /DRILL SCREW FULL 1/2° MIN. 1/8" THK A36 STEEL N0. 10 GR. 5 SELF TAP /DRILL SCREW FULL 1/2° MIN. 1/8" THK 6063 -15 ALUM. NO. 10 GR. 5 SELF TAP /DRILL SCREW FULL 1/2" (2) MIN. C -90 CMU (1) 1/4" CONCRETE SCREW 1 1/4" 2" MIN. 2500 PSI CONCRETE (1) 1/4" CONCRETE SCREW 1 1/2" 2" HINGE SCREWS (3) MN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 3 & 0 =0.55) N0. 12 SMS OR W000 SCREW 1 1/4" 3/4" MIN. 18 GA. 33 KSI METAL STUD N0. 12 CR. 5 SELF TAP /DRILL SCREW FULL 1/2" MIN. 1/8" THK A36 STEEL N0. 12 GR. 5 SELF TAP /DRILL SCREW FULL 1/2" MIN. 1/8" THK 6063 -T5 ALUM. N0. 12 GR. 5 SELF TAP /DRILL SCREW FUJI 1/2" MIN. C -90 CMU OR 2500 PSI CONCRETE (1) 1/4° CONCRETE SCREW 1 1/4" 2" STRIKE SCREWS (3) MIN. 2X6 W000 FRAME OR BUCK (MIN. GR. 3 & G=0.55) N0. 8 SMS OR WOOD SCREW MIN. 18 GA. 33 KSI METAL STUD 1 1/4" 3/4" N0. 8 GR. 5 SELF TAP /DRILL SCREW MIN. 1/8" THK A36 121ttL N0. 8 GR. 5 SELF TAP /DRILL SCREW MIN. 1/8" THK 6063 -T5 ALUM. (2) MIN. C -90 CMU (11 3/16" CONCRETE SCREW MIN. 2500 PS CONCRETE FULL FULL FULL 1/2" 1/2° 1 1/4" 1/2" 2" (1) 3/16° CONCRETE SCREW 1 1/2" 2° INSTALLATION CUP SCREWS MIN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 3 .Sc G =0.55) N0. 8 SMS SCREW 1 3/8" 3/4° MIN. 18 0A. 33 KSI METAL STUD MIN. 1/8° THK 436 STEEL MIN. 1/8° THK 6063 -T5 ALUM. N0. 8 GR. 5 SELF TAP /DRILL SCREW N0. 8 GR. 5 SELF TAP /DRILL SCREW N0. 8 GR. 5 SELF TAP /DRILL SCREW FULL 1/2" FULL FULL 1/2" 1/2" (1) HEAD TAPCONS OR HILT( KWIK CON II (HARDENED STEEL 011 5.5.). R f ). (2) CMU IS APPLICABLE AT SIDES ONLY. (3) 2X6 BUCKS MAY BE RIPPED DOWN TO MIN. 4 1/2" DEPTH EXCEPT WHEN THE INSTALLATION CUP CONDITION APPUES. a ALLOWABLE DESIGN PRESSURE (DOUBLE OPERABLE DOORS) MAXIMUM FRAME HECHT (10.) MAXIMUM FRAME WIDTH (1N.) DESIGN PRESSURE 119.5 75 POSITIVE (PSF) 50.0 NEGATIVE (PSF) 50.0 71.25 52.6 52.6 66.25 55.0 56.6 59.25 55.0 50 55.0 107.5 75 55.0 63.3 75.0 55.6 71.25 55.0 58.5 66.25 55.0 62.9 59.25 55.0 70.4 50 55.0 83.4 95.5 75 70.0 70.0 71.25 70.0 73.7 66.25 70.0 59.25 70.0 86.0 75 70.0 79.2 85.0 77.7 71.25 70.0 81.8 66.25 70.0 85.0 81.5 75 70.0 85.0 NOTE* SEE GLASS OPTION 2 GLASS VS. PRESSURE RLSIHICTION WITH 1.G. GLAZING DETAIL ON SHEET 5. HINGE REQUIREMENTS MAX. FRAME HEIGHT QUANTITY PER PANEL 119.5" 6 107.875" 5 99.375° 4 83.875" 3 HINGES ARE APPROX. 9.5° FROM HINGE CENTER TO THE TOP & BOTTOM OF THE DOOR FRAME & EQUALLY SPACED BETWEEN. EDGE DISTANCE MAY BE DECREASED TO 1/2" IF SCREWS ARE ANGLED 15 TO 20 DEGREES AWAY FROM THE EDGE. ALLOWABLE DESIGN PRESSURE (SINGLE OPERABLE DOORS) MAXIMUM FRAME HEIGHT (I0.) MAXIMUM FRAME WIDTH (IN.) DESIGN PRESSURE POSITIVE (PSF) NEGATIVE (PSF) 119.5 37.875 50.0 50.0 36 52.6 52.6 33.5 55.0 56.5 30 55.0 25.375 55.0 107.5 37.875 55.0 63.1 74.6 55.6 36 55.0 58.5 33.5 55.0 62.8 30 55.0 70.2 25.375 55.0 83.0 95.5 37.875 36 33.5 70.0 70.0 70.0 70.0 73.6 79.1 30 70.0 85.0 86.0 37.875 36 33.5 70.0 70.0 70.0 77.7 81.8 85.0 81.5 37.875 70.0 85.0 NOTE: SEE GLASS OPTION 2 GLASS V5. PRESSURE RESTRICTION WITH I.G. GLAZING DETAIL ON SHEET 5. CORNER CONSTRUCTION; 11(02).A02; SIDE JAMBS ARE COPED & BUTTED TO HEAD & SILL AND SECURED WITH 2 N0. 8 X 3' W000 SCREWS AT EACH HEAD CORNER NM 3 NO. 8 X 3" WOOD SCREWS AT EACH 5IA. CORNER. JAMB OAOONGCL40DpO IS WIER CUT & JOINED AT HEAD WITH CORNER KEY & 2 N0. 10 X 17/32" SCREWS PER CORNER & BUTTED AT SILL AND JOINED WITH 2 N0. 10 X 3/4" STEWS PER CORNER PA.: RAILS ARE BUTTED TO STILES & JOINED WITH 2 N0. 12 X 4' SCREWS AT TO' RAIL & 3 N0. 12 X 4" SCREWS AT BOTTOM RAIL ON THE FAME SIDE. ON THE LOOK SIDE, N0. 12 X 6 SCREWS ARE USED 182 Op. 0110KED art PLOT; .24 � /+o 8 8 a a 0 2 O 1 1729 SHEET NO. 1 01 10 75° MAX. FRAME WIDTH STRIKE SCREWS INTO SUBSTRATE (3 PER STRIKE PLATE). SEE *FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SCREW REQUIREMENTS (HEAD & SILL) 6" MAX. -- -- 6° MAX. 6° MAX. 4 SUM FAX OPPOSITE- 2 d d g S AcnvE ii\ 4 26 1/4° NOTE 000RS MAY BE FULLY GLAZED AS SHOWN. OR PARTIAU.Y PANELED. SEE SHEET 4 FOR PANELED DOOR CONDMON. STRIKE SCREW INTO SUBSTRATE (1 PER STRIKE PLATE). SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS (HEAD &. SILL) 37 7/6° MAX. y FRAME WIDTH —60 MAX. 6" MAX. cl FRAME SCREWS OR INSTALLATION CUPS WHERE SHOWN. SEE ''FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS (CLIPS ARE NOT APPUCABLE AT SILL). HINGE SCREW INTO SUBSTRATE (1 PER HINGE). SEE °FRAME ANCHOR REQUIREMENTS TABLE° ON SHEET 1 FOR SCREW REQUIREMENTS. FRAME SCREWS .OR INSTAUATION UPS WHERE SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS TABLE. ON THIS SHEET FOR REQUIREMENTS (CUPS ARE NOT APPLICABLE AT SILL). HINGE SCREW: INTO' SUBSTRATE (1 PER HINGE). SEE "FRAME ANCHOR REQUIREMENTS TABU:" ON THIS SHEET FOR SCREW REQUIREMENTS. MAX. \ ' / -NAIL FIN AND ANCHORING OF NAIL D.LO. r FIN IS OPTIONAL & SHALL NOT ACT / I AS A SUBSTITUTE FOR THE FRAME / 3 ANCHORS SPECIFIED. FIN MAY BE REMOVED WHEN REQUIRED BY 1 OPENING CONDITIONS I 4 w d gM N o r o 26 1/4" D.L.O. r 1I coRNER CONSTRUCTION' -"I DESCRIPTIONS ON SHEET 1 CENTER FRAME /SILL SCREW IS ONLY REQUIRED WHEN JOS REQUIRED DESIGN PRESSURE IS GREATER THAN + / -50 PSF (IYP. HEAD & SILL) Of 16° MAX. O.C. (SIDes) �/� NAIL FIN ANO ANCHORING OF NAIL r FIN IS OPTIONAL & SHALL NOT ACT I AS A SUBSTITUTE FOR THE FRAME ANCHORS SPECIFIED. FIN MAY BE REMOVED WHEN REQUIRED BY OPENING CONDITIONS 4_____i_ 16 MAX. O.C. (SIDES) / 6" MAX. 4 4 6" MAX. --, I-- 6' MAX. SILL SCREWS WHERE, SHOWN. SEE • "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. STRIKE SCREW (1 PER JAMB LOCK STRIKE). SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS EXTERIOR ELEVATION; DOUBLE RECTANGULAR DOOR SCALE: 1/2° = 1'--D° ALLOWABLE DESIGN PRESSURE (DOUBLE OPERABLE DOOR) SEE SHEET 1 SILL SCREWS WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. SEE CORNER CONSTRUCTION DESCRIPTIONS ON SHEET 1 EXTERIOR ELEVATION; SINGLE RECTANGULAR DOOR SCALE: 1/2" = 1'-0" ALLOWABLE DESIGN PRESSURE (SINGLE OPERABLE DOOR) SEE SHEET 1 LO o Q 0 � 4= v, Ve 43 #44 SHEEP NO. 2 O 10 I37 7/8 °MAX. FRAME WIDTH f 6° MAX. ____T_ FRAME SCREWS OR INSTAUATION CUPS WHERE SHOWN. SEE ''FRAME ANCHOR REQUIREMENTS TABLE* ON SHEET 1 FOR REQUIREMENTS (CUPS ARE NOT APPUCABLE AT SILL). 31 1/4° MAX. D.LO. 16° MAX. O.C. (SIDES) -� NOTE: DOORS MAY BE FULLY GLAZED AS SHOWN, OR PARTIALLY PANELED. SEE SHEET 4 FOR PANELED DOOR CONDITION. 1 6° MAX. SEE CORNER a SILL SCREWS WHERE SHOWN. SEE CONSTRUCTION FRAME ANCHOR REQUIREMENTS DESCRIPTIONS TABLE' ON SHEET 1 FOR ON SHEET 1 REQUIREMENTS. EXTERIOR ELEVATION SINGLE FIXED PANEL SCALE: 1/2 ° =1' -O° 75° MAX. FRAME WIDTH FIXED CASEMENT OR DIRECT GLAZE WINDOW. SEE DRAWING N0. 1519 OR 1287 UNDER SEPARATE APPROVAL FOR DETAILS. -V tom__ -v__P.__T__V - 1 33 N0. 8 X 2° STRIKE o $j U ,/ / SCREWS TO FULLY °z ° PENETRATE THE MUWON z REINFORCEMENT 1 1/2° -} ' Q it \ I // s� / \ 5c P G7 I ,j(NACTIVEI JACTIVEI\ I / b \ FRAME, sut & ANCHORS PER ELEVATION ON - I \ SHEET 2 °I I \ h � P I o of o ALLOWABLE DESIGN PRESSURE (FIXED PANEL DOOR) +70/ -85 PSF SCREWS OR INSTALLATION CUPS WHERE SHOWN AT MULLION ENDS. SEE FRAME ANCHOR REQUIREMENTS TABLE° ON SHEET 1 FOR REQUIREMENTS. 1311111111111111111 .EXIEILORILEYAMIN DOUBLE OUTSWING DOOR WITH TRANSOM SCALE: 1/2 ° =1' -0• TRANSOM UNIT NOTES: 1. FOR INSTALLATION OF THE DOOR UNIT AND OTHER DETAIL NOT SHOWN, SEE THE INDIVIDUAL UNIT ELEVATIONS. 2. DOUBLE DOOR WITH TRANSOM CONDITION SHOWN. SINGLE SWING 000R WITH TRANSOM & FIXED PANEL DOOR WITH TRANSOM ALSO • APPLY EXCEPT THERE IS NO UMITATION ON THE OVERALL UNIT HEIGHT EXCEPT AS DICTATE) BY THE INDIVIDUAL DOOR AND WINDOW. ALLOWABLE DESIGN PRESSURE (TRANSOM MULLED UNIT) ALLOWABLE PRESSURE SHALL BE AS GOVERNED BY THE INDIVIDUAL DOOR OR WINDOW (NOT TO EXCEED +/ -55 PSF) D 1"-7 r 37 7/8" MAX. 75' MAX. FRAME WIDTH 37 7 /8° MAX. FRAME WIDTH 1/2" 1/2" FRAME WIDTH —' PANEL RI P. m 3 8 C•— : p"o 00� 3 PANEL C—ENT ER — �• -- CENTER "'04o�T 119 2' MAX. FRAME HEIGHT i I \ I t \ I • I i i it O / / / / / X \ \ I / / \ \ AOPPOSt[E f War v r-NO. 12 X LONG HINGE SCREW TO MMEUNWETRATE REINFORCEMENT PER HINGE). I 2 1/2" , FULLY (1 ' 1 e %I v \ \ i IR I I I 1 I 4 a pop ooa . r . gau nup PLACE 2 ADOmONAL FRAME ANCHORS EACH SIDE OF MUWON (1YP. AT HEAD & SILL). THE OUTER MOST ANCHOR EACH SIDE OF THE MUWON • IS NOT REQUIRED AT WHEN DISTANCE BETWEEN DOOR PANEL CENTERLINES IS 34" OR LESS OR FRAME HEIGHT IS we OR LESS • I�OPTIONAL NAIL FN (REF.) SEE INDMDUAL UNIT ELEVATION FOR FRAME ANCHOR REQUIREMENTS & POSITIONS • AROUND 'EACH UNIT EXTERIOR ELEVATION: THE OUTER MOST ANCHORS ARE NOT IRED AT DOUBLE DOORS WITH FIXED PANELS RE BETWEEN ENDS ANEELLEN SCALE: 1/2" = 1, -0" CENTERUNES IS 35° OR LESS OR FRAME MULTIPLE UNIT NOTES; HEIGHT IS 109° OR LESS 1. FOR INSTALLATION AND OTHER DETAIL NOT SHOWN, SEE THE INDMDUAL UNIT ELEVATIONS. 2. THERE IS NO LIMIT ON THE NUMBER OF DOORS THAT MAY BE COMBINED IN ONE DIRECTION INTO ONE OPENING PROVIDING THE OPENING IS DESIGNED TO SUPPORT AU. LOADS TRANSFERED FROM THE DOORS & THEIR MULLIONS. 3. OXXO UNIT IS SHOWN. ALL OTHER FIXED /OPERABLE COMBINATIONS ALSO APPLY WITH THE MULLION CONDITIONS SHOWN. ALLOWABLE DESIGN PRESSURE (SIDE —BY —SIDE MULLED UNIT) +/ -50 PSF 35 5/8" MAX — -- 26 1/4" MAX. AT SWING DOOR; 31 1/4" MAX. AT FIXED PANEL DOOR "—MID —RAIL (RE) 0.08° THICK ALUMINUM CLAD' OVER 3/4" RADIATA PLYWOOD EXTERIOR ELEVATION PARTIAL PANEL WITH STANDARD MID RAIL SCALE 1/2 " =1'-0' 1 MULTIPLE MIDRAILS MAY BE *USED IN ONE PANEL 2) PANEL CONDITION IS APPLICABLE TO BOTH OPERABLE & FIXED PANELS Apprond es yingw0AQr fkaida / No t.�+ By '.44 2 U a - gup O Uin U o d cct o m 3v 1:4 1779m. Iv. s1EEr NO. 4 or 10 SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REQUIREMENTS TABLE" • 1/4" MAX. SHIM AT I— EACH ANCHOR 9/16° LAMINATED GLASS (1/4" AN /.090" DUPONT BUTACITE PVB /1/4" AN) 1/2" X 1/32" ADHESIVE FOAM TAPE 1/2" MIN. BITE BOST1K 70 -05 SILICONE GLAZING SHIM AS REQUIRED 0 0 SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME TYP. NON -I.G. GLAZING DETAIL (APPLICABLE WITH ALL DOOR CONDITIONS) SEE GLASS OPTIONS BELOW SEE CUOMO—l.'s DETAIL ON TIS SHEET rF SEE GLAZING, DETAIL ON THIS SHEET 1L 1/2° MIN. BITE BOSTIK 70 -05 SILICONE GLAZING SHIM AS REQUIRED NAIL FIN & JAMB EXTENSIONS ARE NOT SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. TYP. I.G. GIAZIN DETAIL, GI ASS OPTION 1 {IPPIJCABL E WITH AL 1 DOOR CONDITIONS): 7/8° THICK LAMINATED I.G. (3/16" TEMP. INBOARD /1/4" AIR SPACE/3 /16 AN. /0.09 DUPONT BUTACITE PVB/3 /16" AN. OUTBOARD) GLASS OPTION 2: 7/8" THICK LAMINATED 1.G. (3/16" TEMP. INBOARD /5/16" AIR SPACE /1/8 AN. /0.09 DUPONT BUTACITE PVB /1/8" AN. OUTBOARD). k1Q1L THIS 'MASS IS NOT APPLICABLE WHEN DOOR D.LO. HEIGHT EXCEEDS 80 3/8", D.LO. WIDTH EXCEEDS 26 1/4" OR JOB REQUIRED DESIGN NEGATIVE PRESSURE EXCEEDS —80.0 PSF") SEALANT OTHERS BOSTIK 70-0 1/4" MAX. SHIM OR GROUT FRAME /SILL SCREW PER ELEVATION 1/4" MAX. _J SHIM OR GROUT FRAME /SU.L SCREW PER ELEVATION 1/2" MIN. BITE SCALE 1/2 FULL FRAME SCREW MOUNT' SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT & CLIP MOUNT DETAILS. SCALE 1/2 FULL FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT & CUP MOUNT DETAILS. 3/4° RADIATA PLYWOOD 1 /4° MAX. SHIM AT EACH ANCHOR . SUBSTRATE BY OTHERS PER "FRAME ANCHOR =:«c REQUIREMENTS TABLE FRAME SCREW PER ELEVATION (SCREW HEAD MAY BE IPOSmONED AT THE STOP OR AGAINST THE JAMB) HINGE SCREW PER ELEVATION SEE GLAZING DETAIL ON SHEET 5 SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME © SEE GLAZING DETAIL ON i1 SHEET 5 -t FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT & CUP MOUNT DETAILS. NAIL FIN & JAMB EXTENSIONS ARE NOT SHOWN BUT MAY BE USED IN ADDITION TO ANCHORS SHOWN. FRAME WIDTH SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME © SEE GLAZING DETAIL ON SEAL. SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME FRAME SCREW PER ELEVATION (SCREW _. HEAD MAY BE POSITIONED AT THE STOP OR AGAINST THE JAMB) STRIKE SCR PER ELEVATION SEE GLAZING DETAIL ON SHEET 5 FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT & CUP MOUNT DETAILS. FRAME SCREW MOUNT SHOWN. SEE DETAILS ON SHEET 8 FOR DIRECT MOUNT & CUP MOUNT DETAILS. .! s. rra ffSP FRAME SCREW PER DIRECT GLAZE WINDOW APPROVAL TO PENETRATE THE ALUMINUM REINFORCEMENT vDIRECT GLAZE WINDOW UNDER SEPERATE APPROVAL 111 T -1 -> 1 J CONTINUOUS POLYURETHANE SEALANT CONTINUOUS SEALANT BEHIND MULL COVER FRAME & STRIKE SCREWS PER ELEVATIONS TO FULLY PENETRATE THE ALUMINUM REINFORCEMENT i[ f 1 i FRAME & STRIKE SCREWS PER ELEVATIONS TO FULLY PENETRATE THE ALUMINUM. REINFORCEMENT CONTINUOUS SEALANT BEHIND MULL COVER CONTINUOUS POLYURETHANE SEALANT NO. 12 X 2 1/2" HINGE SCREW (1 PER HINGE TO PENETRATE THE ALUMINUM REINFORCEMENT AND OPPOSITE JAW CONTINUOUS SEALANT BEHIND MULL COVER SECTION SCALE: 1/2 FULL (HINGE JAMB MULLED TO FIXED PANEL JAMB) SECTION SCALE: 1/2 FULL ! *** %MMMM, 1114 r , rrr t C ONTINUQUS PO LYURETHANE SEALANT FRAME & LOCK STRIKE SCREWS PER SINGLE DOOR UNIT ELEVATION TO PENETRATE THROUGH THE ALUMINUM REINFORCEMENT AND INTO THE OPPOSITE JAMB MIN. 3/4" (FRAME SCREW MAY BE WHERE SHOWN OR THROUGH THE PANEL STOP. CONTINUOUS POLYURETHANE SEALANT NO. 12 X 2 1/2° HINGE SCREWS (1 PER HINGE TO PENETRATE THE ALUMINUM REINFORCEMENT AND OPPOSITE JAMB). PLACE IN TOP OR BOTTOM mum HOLES SUCH THAT THEY DO NOT INTERFERE WITH EACH OTHER. 1729 SHEET NO. SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REQUIREMENTS TABLE STRIKE /HINGE SCREWS PER ELEVATIONS • • INSTALLATION CLIP SCREW PER "FRAME ANCHOR REQUIREMENTS TABLE' (2 PER CLIP ANGLED 15 TO 20 DEGREES IF NECESSARY TO MEET EDGE DISTANCE REQUIREMENTS) 1/4" MAX. SHIM NEXT TO EACH CUP } SEALANT BY OTHERS NO. 8 X 3/4" S (2 PER EXTERIOR SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF DOOR FRAME INSTALLATION CLIP INSTALLATION CUP DETAIL, CLIP INSTALL NOTES: 1) HEAD SECTION SHOWN. CUP IS INSTALLED THE SAME AT THE SIDES. 2) INSTALLATION CUP IS NOT APPLICABLE AT THE SILL. 3) FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS. CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO BE MIN. 4 1/2' DEEP (NOT REQUIRED WHEN SHIM SPACE 15 WITHIN ALLOWABLE. DIMENSIONS SHOWN IN SECTIONS). SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" I EXTERIOR I STRIKE /HINGE SCREWS PER ELEVATION & *FRAME ANCHOR REQUIREMENTS TABLE" I EXTERIOR I FRAME SCREW PER ELEVATION & 'FRAME ANCHOR REQUIREMENTS TABLE° OPTIONAL DIRECT MOUNT DETAIL, TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) Approved= complying with the floida NOrz�rss -,,... ay L 01110111 1111 rws 1729 ENO. 8 OF 10 5.499 5.089 AMA 1.892 4.644 ASIBTAL 0.047 2.710 1 1.000 rL ®R -Stl1, 0.678 0 19. GLAZING { 1.125 0.594 O3 � q iTHRE TOLD 0.703 0.532 1.046 F0.045 0.570 - r I 0.829 1-\N1 0.678 12 AEON -I.G. GLAZING BEAD 0.626 gO J(jjntiFTHAT 0.570 I-.- 0.812 18 MCA 1 .01101 4.203 n I`- 0 180 -� (-.4 I 0.500 ® TRANSO.M MULL TON REINFO82NIEf 0570 8.125 MIN. 2.062 0.055 16 FIXED PANEL 0.085 VIE CLAD 15 BOTTOM RAIL. ILK C 1.550 F'-- JAMB CLAD 3.799 3.190 0.570 I- 58 -- ' N 1.258 }- 11.210.109 0.961 �`' 1. , 0.125 ® DOUBLE DOOR HEAD STRIKE PLATE 1 1.289 I -,-I 1.250 I- 0.094 7 6.000 J 0 120.7 0.856 © 27 PAS SPACER 0.045 +- 0.328 0.047 2.088 t 0.075 INERMIME 0.670 - H - r - 1 I 0.861 ® A111 ® MCOVER. O LOCK 0.055 4.562 RAIL CLAD -1.844- 4.374 scrii ® TOP RNIL .078 IL 21 --I 1.324 ft.;_ 0.095 0.826 n �. 123 ,SINGLE ODOR STRIKE aLeTE 0.180 -1 �I I 0.750 0.062 ® 101YSS S�PPE -1.844 -- 7.447 MIN. ® BOI- TO- M RA- IL 1.937 MIN. 2.77 6.875 hI 0.075 0.875 0.737 1.734 OSINGLE DOOR SILL 4NE 6.187 TO 8.187 1.734 ® LOCK JAMB STRIKE PLATE �-- 3.125 --I Q!.11a I• .: 7 11Gd o 0 0 0 0~ o 0 0 0 0 1 1.875 O 0 0 O' 1 / BENT PORTION OF CUP MAY BE SNIPPED OFF 0 052 IF A NAIL FIN IS TO BE APPUED TO THE DOORS OEnowcu 1.502 1.502 wt 19(7X10 z 0 U I 0 32 JAMB CLAD CORNER KEY area( NO. 9 o 10 ITEM DESCRIPTION INNER SILL TOP RAIL 9 10 11 12 13 14 . 15 16 17 18 19 20 21 22 23 24 25A 27 28 29 30 31 32 3.3 INTERMEDIATE RAIL' ASTRAGAL I.G. GLAZING BEAD NON -I.G. GLAZING BEAD JAMB CLAD STILE/TOP RAIL CLAD BOTTOM RAIL CLAD FIXED PANEL STILE CLAD INTERMEDIATE RAIL CLAD ASTRAGAL COVER SILL TRANSOM MUWON REINFORCEMENT VERTICAL MUWON REINFORCEMENT DOUBLE DOOR HEAD STRIKE PLATE SINGLE DOOR HEAD STRIKE PLATE LOCK JAMB STRIKE PLATE DOUBLE DOOR SILL STRIKE SINGLE DOOR SILL STRIKE FIXED SILL SPACER FIXED PANEL SHIM BUTYL TAPE FIXED PANEL SPACER EXTERIOR MUWON COVER FRAME INSTALLATION CUP JAMB CLAD CORNER KEY ASTRAGAL LOCK STRIKE' MANUFACTURER /NOTES WESTERN PINE WESTERN PINE WESTERN PINE WESTERN PINE ITEM DESCRIPTION 55 18 GAGE 3/16" X 1 LOCK STILE IS WESTERN PINE WITH LVL CORE. HINGE STILE IS WESTERN PINE WESTERN PINE • WESTERN PINE WESTERN PINE WESTERN PINE WESTERN PINE 6063 -46 ALUMINUM 6063 -T5 ALUMINUM 6061 -T6 ALUMINUM 6061 -T6 ALUMINUM 6061 -T6 ALUMINUM 6061 -T6 ALUMINUM 6061 -T6 ALUMINUM 6061 -T6 ALUMINUM 6061 -T6 ALUMINUM 300 SERIES S.S. 300 SERIES S.S. BRASS DELRIN 500P ACETAL DELRIN 500P ACETAL PVC PVC PVC 6063 -T6 ALUMINUM 50 KSI GALVANIZED STEEL NYLAMID 201 BRASS HARDWARE 36 3-POINT ACTIVE LOCK SYSTEM AMESBURY P2000 STAINLESS STEEL 37 2 -POINT INACTIVE LOCK AMESBURY P2000 STAINLESS STEEL HANDLE AS REQUIRED TO OPERATE LOCK SYSTEM HINGE AMESBURY 6063 -T6 ALUM WITH S.S. PIN SEALS & SEALANTS WEATHERSTRIP FLEXIBLE SANTOPRENE & GLASS FILLED POLYPROPYLENE STILE/TOP RAIL RECEPTOR PVC TOP RAIL RAWSCREEN FLEXIBLE SANTOPRENE & GLASS FILLED POLYPROPYLENE WEATHERSTRIP FLEXIBLE SANTOPRENE & GLASS FILLED POLYPROPYLENE BRISTLE STRIP POLYPROPYLENE SPUNE . PVC BOTTOM RAIL RECEPTOR PVC STILE RAINSCREEN FLEXIBLE SANTOPRENE & GLASS FILLED POLYPROPYLENE MANUFACTURER /NOTES FASTENERS 1/4" STAPLE 4" FROM CORNERS & 12" MAX. O.C. 3" FROM CORNERS AND 6" O.C. 1 1/2" BRAD NAIL NO. 6 X 3/4" SCREW NO. 12 X 3/4" S.S. SCREW NO. 8 X 3" S.S. SCREW 1.5" FROM ENDS; 3 EQUALLY SPACED 3 PER HINGE 61 NO. 8 X 2 1/2° W000 SCREW 62 NO. 8 X 2" S.S. SCREW 6.3 NO. 8 X 3/4" S.S. SCREW 3 AT EA. HEAD & SILL; 13.5" UP FROM SILL & 9° O.C. AT SIDES 3 PER HINGE 3 PER ASTRAGAL STRIKE; 2 PER JAMB STRIKE .114IE; WOOD USED IN It,IING WAS WESTERN PINE WITH A SPECIFIC GRAVITY OF G = 0.43 AND A MODULUS OF ELASTICITY OF E = 1,200,000 PSI. OTHER WOOD SPECIES APPLICABLE FOR USE WITH THIS PRODUCT ARE THOSE WITH A SPECIFIC GRAVITY OF 0.43 AND MODULUS OF ELASTICITY OF 1,200,000 PSI OR GREATER. ALL WOOD IS MINIMUM GRADE 2 MILLED BY PELLA CORPORATION TO SELECT. 0.405 DIA. 0.021 0.046 -i 0.475h 1729 SHEET NO. 10 OF 10 Florida Building Code Online Page 1 of 2 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL7067 -R3 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Roberto Lomas Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Qu � pa{14ce"p rac {Expi latip pqn 7 ii �a i y3 r 010 Va d �j� , �'� a q e y m ., D ev -M. Urich, PE CONSULTING E Cm, 2 i N E E R S Validation Checklist - Hardcopy Received (({cite of Indepe den e l tor FL7047. R3 1(�48SA (Eva! Rea HS -8200 Impact XO 74x54).odf This sub eM� nac l��` n rcv,c,,; ^�a s r conrerrnalla�= ��1 4 �}� l,rl concept and inforrn Lien ziv :n in contract di r urr,e,nts. Accuracy Referenced Standard and-rear (of Standerd) � Year completeness, dimensions ties +i,,. a 0 hu2q9nS 1997 construction means apil methods, d.,, e`l lei ca 1M lti /Vfiyt . /A440 -05 2005 coordination with c e t aes and pee- orinance otAsrmi - 6emain 2002 the responsibility of'ibe cor.i: 'c cr. ASTM E1996 -02 2002 / PA/TAS 201/202/203 1994 i�lo exceptions taken ❑ Rejected v Equivalen.e of Product Standards Certified ❑ Make correc;l ns noted O Revise and Resubmit 7,Z?-q Submittal No. Date http : / /www.floridabuilding.org /pr /pr_app_dtl.aspx? param= wGEVXQwtDgvmjvMZSg39Jz... 5/7/2010 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Page 2 of 2 Summary of Products FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions FL7067 R3 II CWS-157A (HS-8200 Imoact).odf FL7067 R3 II DuPont PVB NOA 05-1208 02.Ddf FL7067 R3 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Reo HS -8200 Impact XO 74x54).odf Created by Independent Third Party: Yes 7067.2 1HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Approved for use in HVHZ: Yes / Approved for use outside HVHZ: Yes Impact Resistant: Yes / r"' Design Pressure: +60 / -605-C Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructions FL7067 R3 Il CWS -232A (HS -8200 Impact XOX).pdf FL7067 R3 II DuPont PVB NOA 05-1208 02.odf FL7067 R3 II DuPont SGP NOA 07- 1116-04.odf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104878 (Eva( Reo HS -8200 Impact XOX 111x63).pdf Created by Independent Third Party: Yes 7067.3 HS -8200 Vin I Horizontal Slider Impact HS -8200 Vin I Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R3 II CWS -186A (HS -8200 Impact 72x63).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.pdf FL7067 R3 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Evai Reo HS-8200 Impact XO 72x631.pdf Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. All rights reserved. privacy Statement I Convrioht Statement I Accessibility Statement I plus -in Software I Customer Service Survey I Contact Ug Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgvmjvMZSg39Jz... 5/7/2010 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 112 1/4' MAX. OVERALL RANGE WIDTH 111' MAX. UNIT WIDTH v TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ...» 1 ANCHOR SCHEDULE AND NOTES .........2 DESIGN PRESSURES & GLAZING... ....... »... 3 SECTIONS & ALT. FRAME........ 4 EXTRUSIONS & BILL OF MATERIALS.........-5 INSTALLATION DETAILS... ...... »_.6 -7 53 3/4' GLASS DLO 58 13/16° GLASS DLO 23 3/4° GLASS DLO 27 MAX SASH WIDTH Lk C 56 /4' GLASS DLO 59 9/16' MAX SASH HEIGHT PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'X/O/X' 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 641/4• 8. REFERENCE TEST REPORTS: MAX NCTL 210- 3459 -1, NCTL 210-3459-1A, NCTL 210 - 3459 -2, NCTL 210 - 3459 -2A OVERALL FLANGE 9. SERIES / MODEL DESIGNATION HS -8200. HEIGHT 63' MAX UNIT HEIGHT PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH Digitally signed by Florida PE Location: 1432 Woodford Road LewiavEe, NC 27023 Date: 2008.07.16 14$$0:36.04'00' Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 r-•73 ATt OF dxrig '31" ORtOP. f4`` WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE* GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT $tHItS. OHAWN BY: DATE: PVC HORIZ. SLIDER AAJ • 7/8/2008 MUUIL: SCALE: N.S DWG. NO.: 8200 CWS -232 AEV.LITftR: A �HEtr: IOF7 I X I I O X V Y f TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ...» 1 ANCHOR SCHEDULE AND NOTES .........2 DESIGN PRESSURES & GLAZING... ....... »... 3 SECTIONS & ALT. FRAME........ 4 EXTRUSIONS & BILL OF MATERIALS.........-5 INSTALLATION DETAILS... ...... »_.6 -7 53 3/4' GLASS DLO 58 13/16° GLASS DLO 23 3/4° GLASS DLO 27 MAX SASH WIDTH Lk C 56 /4' GLASS DLO 59 9/16' MAX SASH HEIGHT PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'X/O/X' 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-8 FOR ANCHOR DETAIL. 6. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 641/4• 8. REFERENCE TEST REPORTS: MAX NCTL 210- 3459 -1, NCTL 210-3459-1A, NCTL 210 - 3459 -2, NCTL 210 - 3459 -2A OVERALL FLANGE 9. SERIES / MODEL DESIGNATION HS -8200. HEIGHT 63' MAX UNIT HEIGHT PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH Digitally signed by Florida PE Location: 1432 Woodford Road LewiavEe, NC 27023 Date: 2008.07.16 14$$0:36.04'00' Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 r-•73 ATt OF dxrig '31" ORtOP. f4`` WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE* GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT $tHItS. OHAWN BY: DATE: PVC HORIZ. SLIDER AAJ • 7/8/2008 MUUIL: SCALE: N.S DWG. NO.: 8200 CWS -232 AEV.LITftR: A �HEtr: IOF7 6' MAX. (TYP) ---j 6' MAX. (TYP) 18' MAX O.C. B rMAX. O.C. -C X ' 0 ` l I X NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED. 5. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK, OR FRAMING. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). ANCHOR LAYOUT - (FLANGE) THRU FRAMES CLIP (MASONRY OPENING) 4" MAX (WP) L 4' MAX -- - (TVP) 8' MAX O.C. (TYP) INSTALLATION ANCHORS TY?. 8" MAX O.C. (TYP) PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ANCHOR LAYOUT - (FIN) THRU NAILING FIN (WOOD OPENING) DETAIL B Digitally signed by Florida PE Location: 1432 Woodford Road LewlsWtle, NC 27023 Date: 2008.07.101450:16 NSTALLATION ANCHORS TYP. A' UPDATED PER NEW FBC REQUIREMENTS ' 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 mLE'ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT LHIF_S: DRAWN BY: 7ATE: PVC NORM SLIDER AM 7/8/2008 viDuEL: SCALE: 8200 NTS RtV.LEITER: A )WG NO.: CWS -232 SHEET: 2 OF 7 MODULAR SIZES (UNIT WINDOW SIZE) HEIGHT (IN) wm'm (IN) GLASS TYPE 17 7/S 29 1/2 31 1/2 35112 39 1/2 41 1/2 43 1/2 47 1/2 54 63 47 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 51 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 74 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 85 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 90 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 96 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 102 1/2 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +601 -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 111 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/-60 +60/ -60 +60/ -60 +60/ -60 COMMO Din* SIZES (TIP -TIP) HEIGHT (IN) WIDTH (IN) GLASS TYPE 19 1/8 38 3/8 50 5/8 55 1/4 641/4 531/8 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 751/4 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 821/4 A,B,C,D +60/ -60 +601 -60 +60/ -60 +601 -60 +60/ -60 901/2 A,B,C,D +60/ -60 +601 -60 +60/ -60 +60/ -60 +60/ -60 1001/2 A,B,C,D +60/ -60 +60/ -60 +601 -60 +60/ -60 +601 -60 1121/4 A,B,C,D +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 3/4" OVERALL 1/8° ANNEALED GLASS 5/16° AIR SPACE 5/16° LAMINATED 1/8° ANNEALED GLASS 3/32° DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS 3/4" OVERALL 1/8° TEMPERED GLASS 5/16° AIR SPACE 5/16° LAMINATED 1/8° ANNEALED GLASS 3/32° DUPONT PVB INTERLAYER 1/8° ANNEALED GLASS GLASS TYPE A GLASS TYPE B ACTIVE SASH GLASS PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 7/8° OVERALL 3/16" TEMPERED GLASS 1/4" AIR SPACE 7/16' LAMINATED 3/16" ANNEALED GLASS 3/32' DUPONT SGP LAYER 3/16° ANNEALED GLASS GLASS TYPE C Digitally signed by Fbdda PE Laca0sn: 1432 Woodford Road Lewisvme, NC 27023 Date: 2008.07.16 14:49$4 FIXED GLASS NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 7/8" OVERALL 3/16" ANNEALED GLASS 1/4° AIR SPACE 7/16" LAMINATED 3/16" ANNEALED GLASS 3/32° DUPONT SOP LAYER 3/16' ANNEALED GLASS GLASS TYPE D Al UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE:DP CHART & GLAZING - LARGE MISSILE IMPACT FRIES: UHAWN NY: 7ATE. PVC HOW. SLIDER A. 7/8/2008 YODEL: 8200 SCALE: NTS UWG. NO.: CWS -232 REV. LE I (EH: H: A tHEET: 3 OF 7 OVERALL FLANGE HEIGHT EXTERIOR INTERIOR SEE GLASS TYPE DETAIL SHT. 3 UNIT HEIGHT TYP CAL VERTICAL SECTION q NOTE: SHOWS FIXED LITE CUT AWAY ALTERNATE FIN FRAME ®TYPICAL VERTICAL SECTION NOTE: SHOWS SASH CUT AWAY VOTE: ITEMS 27, 29, 36, 41, 42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. TYPICAL HORIZONTAL SECTION 4 DETAIL A (JAMB IMPACT HOOKS) DETAIL C (HEAD IMPACT HOOKS) IMPACT HOOK SPACING: 1) JAMB HOOKS: A) 6" FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4 °. 2) SASH CATCH: A) 2 -1/2' FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 35 3/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6° FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4'. C) INNER HOOK 3 7/8" FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 -1/2' FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 3/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1 /4'. Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC Date: AT.1614:49250400' Al UPDATED PER NEW FBC REQUIREMENTS PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION 04 PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1 07/03/08 �101t1l1/N • `tiv \G ENS 14 , WINDOW SYSTEMS F • S. 1900 S.W. 44TH AVENUE i 0 * OCALA, FLORIDA 34474 TAt�° MONAL TITLE* $ECTION VIEWS & ALTERNATE MN FRAME - LARGE MISSILE IMPACT SCHICS. JHAWNMY: DATE: PVC HORIZ SLIDER AAJ 7/8/2008 MODEL: 8200 SCALE: NS DWG. NO.: CWS -232 rAEV. LETTER: SHEET: A 4 OF 7 Item It Part 0 Description H-6031 Nero Fr., SH, w/Rg., PVC, Head 2 H-6031 Main Fr., 51-1, w/Rg., PVC, S0 3 1-6031 Main Fr, SH, w/Flg., PVC, L Jb. 4 H-6031 Main Fr, SH, w/R6., PVC, R at 5 H-1681 Heavy Duty Meet. Rail, Alum, Fxd. 7 1.8027 Sash Meet Rai, PVC 8 H•1497 Rekel. Sash Meet Rai 9 H-6028 Sash Bottom Rail, PVC (S.S.R. for 1-6) 10 5.1498 Rehrf. S.B.R/S.S.R, Fbriz. 11 H-6004 Sash Side/Top/Bet Rail 12 13 S-6005 S-6009 Roller, track, PVC GIz. Bd., 7/8',Fxd., Hartz. 14 5-6009 GIz. Rd, 7/8',Fxd., Vert 15 5-6016 GIz. Bd., 3/4 ",Sash, Fbriz. 16 5-6016 Giz. Rd, 3/4 ",Sash, Vert 17 S-6013 Scm. Adapt, w/Nib, PVC, lioriz. 18 S-6014 Scm. Adapt, PVC, Vert 20 S-1576 Fran Catch, Jamb, PVC. HS 21 5-1556 Sash Catch. PVC, Impact 23 P-3804 Roller, Tandem 24 1-3783 Lock. Irpact, PVC 25 P -3784 Keeper, bpact, PVC 26 P-3215 Weep Cover WI Flap 27 P-3893 Rebel. Rate, F.MR 28 P-3429 Wsip, 0.270 x .187 back ReSeal, Gray 30 5.1112 Glazing Bead 31 P -3768 08 x 0.625 Fh mimes 32 P-4051 W 88 x 1.250 Ph FHTEi(, Wht 33 1,4264W #8 x 3/4' FH Fb W/ 66 Head, Self Dreg Type A, Scr 34 P -3010 Bulb Vinyl w/ Rtyid Base, .350 high 35 P -3531 68 x 3/8' Screw, Rama bpact Hook 36 P -3342 Seam Sealer, SMF5504 37 P-3752 Cap Plug, 1/2" Hole 38 P.3438 flat Mal. TruSeal, "H' 40 P-3352 Set Bit, 85 Dur., 1/8"x 5/8°x 2' Lg. 41 P-3738 15 -8200 Gold Cart Label, NPRC Tab, hpact ASTME 42 P-3881 Tenporary LbL (PORJDPj 43 P-3613 OHS LbL (loo) 44 Glass, Feed 45 Glass, Sash 46 83281 Spacer,DuraSeaL Fixed 47 P-3281 Spacer, DuraSeal Sash 48 P-3218 Screen Frame, Hartz. 49 1,3218 Screen Frame, Vert SO P -3321 Screen Frame Corner Key 5I P-3581 Screen Ooth, 18 z 16 Fiberglass 52 P-3228 Screen Spire. .155 Ga., BAL 53 P-3029 Screen Pul Tab 54 P -3033 Screen Spring, SS 55 S6 S7 5-1577 S-1498 Fran Catch, Head PVC, 1-15 Reied. S.B.R/S.S.R, Vert 1-6026 Main Fr., 1-1S, w/Fi., PVC 58 P -3113 Screw Support, PVC 3 1/8" PVC FRAME FLANGE -6031 PVC FRAME FIN -6026 1 5/6" 13116" F•-• HD MTG RAIL -1681 ALUM. 6063 -T6 PVC SASH TOP /BTM RAIL -6004 1/4" 3/8° ROLLER TRACK 1678 ALUM. 6063 -T6 1 5/16° 7/+ • FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) FRAME IMPACT HOOK -1576 ALUM. 6063 -T6 (HS JAMB) SASH IMPACT HOOK -1556 ALUM. 6063 -T6 5/8° 15/8' 111) ( 1 1116' �C� SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6028 0 3/16• O 0 d 5° 0 3116" 0 3/16" 5° PROPRIETARY AND CONRDENTlAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, NC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 5" 5/16" 7/8° PVC GLAZING BD -6016 3/16' 3/4• SASH CORNER CONSTRUCTION FRAME CORNER CONSTRUCTION CORNER WELD (All SIDES) CORNER WELD (ALL SIDES) S.B.RJS.S.R. -1498 ALUM. REINF. 6063 -T6 3/16" 1:I V8 °y 1-�tl PVC SCREEN CATCH - 6013 ✓®b, Florida PE mm2 4632 wmmwa emu ra+m.ae. rx: Dat Data ama07.4 14:4:40 .0090. 3° FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME SCREW SUP.-3113 3/16" 7/8" PVC GLAZING BD -6009 1 1/8"1 6" PVC SCREEN SUPPORT - 6014 UPD A ATED PER NEW FBC REQUIREMENTS � 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE:EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT SERIES: UHAWN BY: AA.) 7AT€: PVC HORIZ. SLIDER MODEL: 8200 SCALE: NTS $V. LETTER: A 7/8/2008 DWG. NO.: CWS -232 'SHEET: 5 OF 7 CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS 2 112" (MIN. EDGE DIST.) 1 1/4" (MIN. EM: EDMENT) EXTERIOR FINISH BY OTHERS • � foal : • • e. . CONCRETE/MASONRY BY OTHERS DRYWALL BY OTHERS 1 BY WOOD BUCK BY OTHERS t -1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER 1 3/8' (MIN. EMBEDMENT) INSTALLATION ANCHOR, 3/16" DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER DRYWALL BY OTHERS 1 BY WOOD BUCK BY OTHERS 2 1/2" (MIN. EDGE DIST.) WINDOW FRAME JAMB yd 1 U % * WINDOW FRAME •••, °• • °v4 . JAMB DRYWALL BY OTHERS INSTALLATION ANCHOR, #10 WOOD ANCHOR W/ NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 2 BY WOOD BUCK BY OTHERS 1 114' (MIN. EMBEDMENT) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3/16• DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX SHIM j (SEE NOTE 2 & 3 ON SHT. 2) SILL STOOL BY OTHERS USE SOUD WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS CONCRETE/MASONRY BY OTHERS 2i-C (MIN. EDGE DIST.) rpt VERTICAL SECTION V.L1 FRAME(MASONRY) 1 1/4" (MIN. EMBEDMENT) PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION FRAME (MASONRY) WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. CAULK UNDER SCREW HEAD BY INSTALLER CAULK BETWEEN BUCK AND OPENING BY OTHERS HORIZONTAL SECTION 7 FRAME (WOOD) 1/4" MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1 1/4" (MIN. EMBEDMENT) CONCRETE/MASONRY BY OTHERS 2 1/2" (MIN. EDGE DIST.) ALTERNATE PRECAST SILL DETAIL 7 FRAME(MASONRY) Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Date: 2008.07.1614:46:09. 04'00' PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. AI UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLEINSTALLATION THRU FRAME DETAIL HORIZ. SLIDER MUUEL:8200 JHAWN BY: SCALE: NT EV. LE1-1 ER: LARGE MISSILE IMPACT -DATE: AAJ 7/8/2008 DWG. NO.: CWS -232 SHEET: A 6 OF 7 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER 1 1/2' (MIN. EMBEDMENT) INSTALLATION ANCHOR, #8 WOOD SCREW WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD CAULK BEHIND FIN BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS 2 BY WOOD BUCK BY OTHERS 114° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 1/4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, #8 WOOD SCREW SHEATHING BY OTHERS VERTICAL SECTION FIN (WOOD) 1 1C2' (MIN. EMBEDMENT) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR #8 WOOD SCREW LIZ (MIN. EMBEDMENT) SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN BY INSTALLER 1/4' MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) WINDOW FRAME JAMB PROPRIETARY AND CONRDENIIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER ®HORIZONTAL SECTION FIN (WOOD) Digitally signed by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Data: 2008.07.16 14:45:36 -04'00' *40451,L TAT ;5 aNA li �C��, Al UPDATED PER NEW FBC REQUIREMENTS ' 07/03/08 M WINDO- W (OM.. SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE.INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT 'tHItS: JHAWN BY: AA.! ATE: 7/8/2008 PVC HORIZ. SLIDER nnUUtL:8200 SCALE: NTS 3WG.NO.:CWS -232 ihV. LE fl ER: SHEET: A 7OF7 This E Co BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being iss e d a n d e • lid ble rules and regulations governing the use of construction materials. The documentation . . , - t - d has been reviewed by Miami -Dade County Product Control Division and accepted by the : oard of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. �- DESCRIPTION: Seriee' FD -750" Outswing Aluminum ' e , '' o L.M.I. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode APPROVAL DOCUMENT: Drawing No. 8000 -11, titled " sheets 1 through 12 of 127 dated 12/23/04, with revision D dat signed and sealed by Robert L. Clark, P.E., bearing the M. stamp with the Notice of Acceptance number and expire Control Division. MISSILE IMPACT RATING: Large and Small Missile. de Lites, Impact ", by the manufacturer, ct Control Revision ade County Product /0—// of LABELING: Each unit shall bear a permanent label with the manufactt✓irer's 4ar4ie or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. ere has been a revision or change of this NOA as an endorsement niatically terminate this NOA. Failure and removal of NOA. Miami -Dade County, Florida, and rature. If any portion of the NOA is , L N o a� c the expiration date ,n: \o al Se, an•' or menu acturi of the product or • ��c of an AS 4 �l; �_ ,�i�� ;i s ti:,.4P IAEti Bi ny other pu to comply with any section of this NOA shall b sub m i ttAIDP4 IOISE1VIENTP tie concept and foiil +%rthgig irlvidiot if_ co mole tenedlsplaYaa tebheinoitV Call ba constructiousmerroffilRea coordination dl lib asavai -,� la the responsibitgehtaiiVii i d renews and E-3, as well as approval do o exceptigtitted documentation was U Make correct' r s noted user R: ievver aJ� APPROVED ,�� d to the user by the manufacturer or its e jiibasite at the request of the Building Official. - 0103.02 and consists of this page 1 and evidence pages E -1, E -2 menpoctied above. eeeby Manuel Perez, P.E. ❑ Revise and Resubmit Submittal N : Date NOA No. 09- 1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -12, Sheets 1 through 12 of 12, titled "Alum. French Door & Side Lites, Impact ", dated 12/23/04 with revision D dated 01/25/10, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, F.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94 along with marked up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4528, dated 02/14/05, signed and sealed by , rnundo Largaes • a• . • . E. (Submitted under NOA # 05-0419.03) . , , 4.100 a uel Pere E. Product Control xaml er NOA No. I:a 102 .10 Expiration Date: February , 2015 Approval Date: February 10, 2010 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4311, dated 09101/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09/13104, signed and sealed by Edrnundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02/04 E -2 Ma uel Pere Product Control Ex min r NOA No. 09 -10 .10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO), E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on .05/21/11. 3. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their "Vanceva Composites Glass Interlayer" dated 7/17/08, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated October 22, 2009, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4921, issued by Fenestration Testing Laboratory, Inc., dated June 26, 2006, signed and sealed by Edmundo Largaespada, F.E. 4. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0103.02, issued to PGT Industries for their Series FD- 750 Outswing Aluminum French Door w /Sidelites — L.M.I., approved on 03/15/07 and expiring on 02/24/10. E -3 Manuel P = .E. Product Control er NOA No. 09-1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 NOTES: OUTSWING IMPACT FRENCH DOORS) AND SIDE l.1TE(S) 1. GLAZING OPTIONS: • A. 7/16" LAMI CONSISTING OF (1) LiTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" LAMI I.G. CONSISTING OF (1) L.1TE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3(16° A,.090 PVB, 3116" HS). F. 7/8" LAMI 1.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7116° LAMI GLASS ASSEMBLY INSIDE (3/16' HS,.090 PVB, 3/16" HS). G. 7/8" LAMI t.G. CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS OUTSIDE, 1/4 AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16° A,.075 VANCEVA, 3/16° HS). H. 7/8" LAM! I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3/16° HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: XC p XX XO. OX. X )0(0, O)1; ) OXO XXXX. XXXO, OXXX. OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN Be EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW -RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. CHORALE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL- 4311, FTL- 4312, FTL- 4315, FTL- 4527, FTL -4528, FTL -4529, FTL -4530, FTL -4921 AND FTL -6941. A ANSUAF&,PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP TOPIC SHEET GENERAL NOTES._.. 1 CONFIGURATIONS i GLAZING DETAILS.. 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS6 PARTS LIST 7 EXTRUSIONS 8-9 ANCHORAGE 10 -12 PRODUCT REV'S stomagoks drfth.the tie. Soler Codt QRpketten Date ;cyL Jo /A' '2015 s,J!/ =1 : Iii �aAest(mufti EXTERIOR -•-- -∎ -7116" NOM. 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 91 OR 92 ikt SETTING BLOCK GLAZING DETAIL 7/16" LAMI GLASS W/ PVB INTERLAYER T 5/8" GLASS BITE f INTERIOR 7/8" NOM. EXTERIOR 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .076" VANCEVA INTERLAYER ,+ -3/16" HEAT STRENGTHENED GLASS INTERIOR ti GLAZING DETAIL C" SETTING BLOCK 7/16" LAMI GLASS WI VANCEVA INTERLAYER 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS EXTERIOR 5/8° GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16"' HEAT STRENGTHENED GLASS 97 OR 98 EXTERIOR 5/8" GLASS BITE NTERIOR GLAZING DETAIL 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER SETTING BLOCK FJG 167208 NOCNANG1F MA 81183T Rood* c No CHANGE TNf88HEEr &tc 01125/f0 Aft 12/23/04 Resfskes 0 NO CHANGES Aa8 MEET ateeked8l' LT. war Awes 1070 TECHNOLOGY ORM NOHO 518, FL 34278 P.O. RQX 1879 'KNOW, R.84274 GLAZING DETAILS ,lY ALUM. FRENCH DOOR & SIDE UTES, IMPACT FD750 Solic Lveee FU• 2 or 12 tan thou 8000.11 Rra D easmacr Rsvtegn *Ithilim Florida Robert L Clark, P.E. PE #39712 Structural Table 1. Maximum Design Pressures (psf) Configuration Width (in) Allowed Glass Types Height (In) �� (68) 79 314 (6) 0 83 3/4 (7) 87 3l4" 91 3/4" �� o 95 3/4 (8 ) French Door X 37" (3°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 )0( 71 3/4" (6°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Full Jamb 36 11/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Narrow Jamb 30 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 36 11/16" A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 - 99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Table 1a. Glass Type and Test Report Number A - 7/16" LAMI (3/16"A,.090 PVB, 3116"HS) B - 7/16" LAMI (3/16 "HS,.090 PVB, 3/16"HS) C - 7/16" LAMI (3/16 "A,.075 VANCEVA, 3116"HS) D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3 /16"HS) E - 7 /8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3116 "A,.090 PVB, 3/16 "1-IS) F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16 "HS,.090 PVB, 3/16 "HS) G - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3/16"HS) H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16 "HS) FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 F1L -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL- 4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 F1L -4527, 4528, 4529, 4530 UPGRADE FTL- 4527, 4528, 4529, 4530 Deft MVOS NOTES: 1. IF USING THE OPTIONAL LOW -RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5041) reewucTR E Resiiona m UPDATE TABLE I TOAsTMEl30a-02 iex DAB ofaSw Oft 0 ADDED AWT 140MMNORLOWR HSU Resfeicao D NOCNAN3ES DOS WEE/ taaa 0X all05 1070 TECHNOLOGY MINE NOKOMIS, FL 34776 P.o. BOX w29 NOKOMIS, FL 34274 DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Balmiblett F0760 asmigikt 187VT'S 3 of 12 8000-41 abed LCIark, P.E. PE #39712 Structural 95 3/4` MAX HEIGHT ALL r-7313118° MAX. WIDTH OX OR XO X 25° MAX. DLO ALL X UNITS 110 5/8° MAX. WIDTH I 145 3/8° MAX. WIDTH OXO OXXO (SHOWING EACH VERSION SIDELITE) 713/4" MAX. WIDTH 4J ‘N, xx NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3; FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. 3611/16° MAX. WIDTH 25° MAX. DLO 3811/16° MAX. WIDTH 33 3/16° MAX. DL 0 (FULL JAMB) 0 (NARROW JAMB) PRODUCT ROMEO as <roa;6ag sileeie riorkla Delft 01411) Ageepantos Expiration 11'.I Rate Ramat .`j- .4.15911.1 a«,aejc F.K Dre .10/12/00 a s NOCttANOE THIS SHEET Row: en r.R Wier 0 NOCliANGPAOSSHEET OM Sr .GR Dew 6tewta lterims D NOCNANGESTMSSHEET OaaF JC now 12/23104 CbeokedEa LT. Doer 4/8/05 157OTECHNOLOGYDRIVE NO1076 t4, FL Seas P.O. eQX1619 NOKO 8, FL 31,274 EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT armraac Sara a«0/ D FD7SO NTS BMW 0.110041, 4 012 I 8000-11 Robert L Clark, P.E. PE 539712 Structural VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD (-VERTICAL SECTION B OUTSWING HEAD ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP RAIL MAX. DLO— MAX. DLO EXTERIOR -VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL INTERIOR EXTERIOR MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL MAX. HEIGHT VERTICAL SECTION D OUTSWING SILL RIC 10/1206 a REW EREM &. BHGWALTON 'ATETOPANDBOITOM296.EXTRUSION. Render, 001 assiskox J.R. 842208. 0 APAEOLOWR OW. oraanK. Wet 01.05 to arc 12/23104 RerMbac O BtrmMQer. L.T. NO CHANOES TIi$8HEEr Dag 4!8105 7ECHNOLOOV DRIVE NOKOMIS, FL MTh P.O. BOX 1529 NOKOMfS 11 34274 VERTICAL SECTIONS lox ALUM. FRENCH DOOR & SIDE LITES, IMPACT SedeaMedia Bahr 6Dee! Ow**. Bra FD7EO 112 5 W 12 800041 I D e,0 Robert L Ctark, P.E. PE 939712 Structural OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL G STILES AT ASTRAGAL DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE QTY (3), 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR PRODUCT REVI.Sp Daittlag Cede Aar E8 ea Date DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE Amex FJG ttY/2/Oe B NOCHANGE rmSSHEET Rowdeyz Aa Aft C NOCHAN081NZ$SHEEr auedf: JGR. ate oluSrto C NOCHAM@E9it swrEEr asFJc Dew :2/23/04 eae 4/Rr05 10mtEC NOLOGYOFWE NOKOMI$i fL 342Th P.O.BQX1529 NOKOMIS, FL 34274 HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT a d 12 800041 //€4. Robert L park, P.E. ' PE #39712 Structural FD750 DOOR /TM IDWG,/I DP6(RIPIION I POTS FRAMEIOTPARIS 1 8006 FRAME-HEAD &HINOEJAMB 68006 2 8003A OUT- SWINUSILL 68003A 3 8004C OUT-SW INOSILL COMM 68004C 4 8008 DRIP CAP 68108 5 HEAD, SIL. &JAMB WEATHERSTRIP(S(HLRIAL) U83337T8500 6 8007 SCREW COVER 68007 7 809 INSTALL PLATE 68003 8 --- -• FRAMBASSEMBLYSt RBW #8X I° PH QUAD 781PQA 48032 9 8032 ASTRAGAL END SEAL IO 8058 OUT-SWINO SILL (LOW RISE) 48058 DOOR PANEL 5 HEAD, SRL& JAMB WEATHFRS7RIP(SCHLE IAL) U83337r8500 20 8012 STILE 68012 21 8014 TOP RA IL, (THRtAT/11D POD DESIGN) 68114 22 8013 BOTTOM RAIL, (THREADED RODDESI(I.!) 68013 23 8017 TOPSWPEP 68017 24 8016 BOTTOM SWEEP 68016 25 SWEEP SCREWS,S4X I/2' PHIL PH 26 8015 ASTRAGAL, ACTIVE& INACTIVE 68015 27 80218 OPAR HINGE, IAMB SIDE 68021B 28 8020A GEAR HINGE, COVER 68020A 29 8018 GEARHINOR BACK-UP PLATE 68018 30 80I9A GEAR HINGE, DOOR SIDE 68019A 31 8035. (WARMER, BEARING 68035 32 GEAR HINOR SET' -SCREW 0632 x 1/4" 33 - ---- -- GEAR HINGE, MTG. SCREW #12x3/4" TRUSS HD. 34 GEAR HINGE, MTO. SCREW 812x 1 V2' TRUSS HO 35 THREADED ROD 5/16. 18X36" 6TRODA 36 FL4NGED14E1tNUP5/16.18 7990NUTA 37 8039 TRUSS CAMP 60378M 38 8043 SRS GRARIATCI MECHANISM (ASHLAND) • 39 8030 LOCK BLOCK 48030 40 LATCH A SS'YSCRBWS #8X2"SSPIIILLTRHD 787(2PAX 41 8137 S/S SHOOT BOLT ROD (SULLIVAN) 42 8045 STANDARD FLUSH BOLTS W/ SSROD(SULLVAN) 43 8031 SHOOT BOLT GUIDE 48031 44 - SHOOT BOLT GUIDE& STRIKESCREW 8.32 X 3/8• 85 PHIILTR HD 78X38'F1X 45 8038R WSi10.428 1 RIGHT- STRH( EPLATBATASTRADAL (ACTIVEHINGIIDLEFT) 46 8038E LEFT - STRUCBPIATEAT ASTRAGAL (ACrIVEHINGIDRIGHT) W5I104481 47 STRIKE PLATE SCREWS 8- 323(NS' 86PIIIILTRHD 78X38PP X 48 STRIKE PIATBMIDDLBSCREW 6.24X it2' FR 7612FP1X 49 8036 STRIKE PEATEATHEAD &SILL SO HEAD STRIKESCRBWSSS8X1/2PH1LLFH 7858ZAX St *TRIM PLATESCREWS@SILLSS8X V2PHILLUNDERCUTFH 78X12PFHUX 52 8041 ACTIVETRIM SET (ASHLAND) S3 8142 PASSIVETRIM SET (ASHLAND) 54 8044 STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) 55 8014A TOP RAIL(IAG130LT11581GN) 68014A 56 SODA BOTTOM RAIL (LAO BOLT 01GN) 68013A 57 .,- ........ 5116' x21/2° LAG BOLTS 7516LBOLTX FD750 FULL JAMB SIDE LITE nut DWG# DESCRIPTION PG1S 1 8006 FRAME -HEAD, SILL& JAMB 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 MSTALLPLATE 68009 8 FRAMEASSPMBLY SCREW 08 X I° PH QUAD 781PQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 1/16 -18 X36° 6TRODA 36 FLANOED HEX NUT 5/16-18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 #8X3/4° PH SQ DRIVE THC SCREW 78X38PSTW 61 8028 SIDE I.ITBIWADTRIM 68028 62 8029 SIDEUTBJAMBTRIM 68029 FI 750 NARROW JAMB SIDE LITE 1 8006 FRAME- HEAD& SILL 68006 4 8008 DRIP CAP 6808 6 SCREW COVER 7 8009 INSTALLPLATE 68009 8 FRAMEASSEMBLYSCRRW #8X 1" PH QUAD 781PQA 21 8014 TOP RAIL 68114 22 8013 BOTTOM RAIL 68013 35 THRPADFD ROD 5116- 18X35" 6TRODA 36 FLANGED HEX NUT 511648 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 #8 X 3/4° PH SQ DRIVETEK SCREW 78X34PSTW 61 8028 sum IJTHHPADTRIM 68028 70 8010 FRAMD, JAMB 68010 ASSEMBLY KIT 80 803313 FRENCH DOORASSEMBLYBEAM 81 #10.24X21/2 PH SCREW 82 10-24 1-0( NUT 83 #12 X 1 TR IJDTE K SCREW 84 8056 SUBSILL(OPTIONAL) 68356 GLASS, BEADS & SILICONE 90 GIAZINGSFALANF. DOW CORNING899, 983,993 OR EQUIVALENT 91 7/16 LAMINA TED CLASS (3/16° ANN,.090 PVB, 3/16' HS) 92 7/16" LAMINATED GLASS (3x16" HS. „090 PVB, 3/16 HS) 93 7/16° LAMINATED GLASS (3x16° ANN 073 VANCEVA, 3/16' HS) 7/16' IAMINAT8DCASS (3116° US.,.015 VANCEVA, 3/16' ITS) 93 96 97 7/8° IAMI LO. (3/16” T,1/4' SPACE, 3/16° ANN,.090 PVB, 3/16' HS) 7/8° [AMI E°. (3/I6' T, l/4" SPACE, 3/16• HS,.O90PVB, 3/16" HS) 7/8° IAMI LG. (3/16° T, 1/4" SPACE, 3/16' ANN.,.075 VANCEVA, 3/16' HS) 98 7/8° ]AMT 1.(1(3/16' T,1/4" SPACE, 3/16" HS.,.075 VANCEVA, 3/16° HS) 105 8022 BACK BEAD 68022 106 8026A SLBACKBEAD 68026A 107 8023A 7/16° BEAD 68023A 108 7/8' 10 EGAD 68024A 109 1224 VINYL BULB WSTP (THICK) 6TP247 PRODUCT es cop eg W Noddy SailtaB Oak ExpiguSsa Date Armlet: FIC Rsad8ls aft Era: 1•.A7e B UPDATE t16MS. A001TE58 ET AND 8S. Ode: MEW RwlNaw: C Read8lr Oran PA FJC 81/26,10 Aft 12/29114 D LT. ADDED LOW RISE SSL NOCH41/DES MSS SHEET Toro =mower WINE 505040114L FL 8/278 P.O. BQX 1529 NOKOMIS FL 34274 PARTS LIST ALMA. FRENCH DOOR & SIDE LITES, IMPACT avbrimme FD7BO Belle NA Slott nvaPatio. 7 d 12 I 8000-11 Robert L Clark, P.E. PE #39712 Structural 1.000 3.636 --- 44 #8006 6063 -T6 O FRAME, HEAD, JAMB AND SIDELITE SILL O7 #8009 6063 -T5 INSTALL PLATE 1.938 i rSL-- .583 O2 #8003A 6063 -T6 OUT -SWING SILL 4 .683 ��— °-3.636 —�{ 1 O#8004C 6063 -T5 OS SILL COVER 1.376 #8056 6063 -T6 in) OUT -SWING LOW SILL -'- -.100 1.938 8250 22 #8013 6063 -T6 BOTTOM RAIL —A-- -.100 8260 #8013A 6063 -T6 °BOTTOM RAIL, LAG BOLT DESIGN 2.000 0 .074 -- 20 #8012 6063 -T6 STILE T 1.498 1.467 4.434 21 #8014 6063 -T5 TOP RAIL 1.938 1 1.467 1+- -4.434 #8014A 6063-T5 55 TOP RAIL, LAG BOLT DESIGN #8008 6063 -T5 DRIP CAP 1 1.160 j-+-- �. 1 .040— O #8007 6063 -T6 6 SCREW COVER O #8017 6063 -T5 TOP SWEEP L .797 24 #8016 6063 -T5 BOTTOM SWEEP .050 2240 26 #8015 6063 -T6 ASTRAGAL PRODUCT RETW, D rs comp. tiltb:tiic Stertde PaRttag Saphatias Data SY Mad OMsi RBrodDy Dow Railionx F.K 1Wf2/08 8 UPORAOEIWV& Rm4d87 Dew - Rnrwaa J. oah9o2 0 ADDED LOW R50 GUARD mm0owegTRUSIOtiewer. t� Redsiarac 01/25/10 D a.�wer NO CHANGES THIS GREET JJ2 Mew* DAet CdedmdOR D,o FJG 12'23/04 LT. 4/8/08 1070 TECHNOLOGY OWE MOM A. 84276 NOHOMIS, FL 34274 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT exrexodd: P0780 1/2 8 0 12 WM1p8a 8000 -11 a«: D Robert L CIWk, P.E. PE #39712 Structural I.4- -_2260 -- -i 27 #8021 B 6063 -T6 GEAR HINGE, JAMB .075 .050 2.822 ----01 61 61 #8028 6063 -T5 SL HEAD TRIM 05 #8022 6063 -T5 BACKBEAD .7421 353 .072TT #8020A 6063 -T6 GEAR HINGE, COVER .1253— .050 --- #8056 6063 -T4 SUBSILL, OPTIONAL 10 #8026A 6063 -T5 SL BACKBEAD .750 818 {l*- #8023A 6063 -T5 1a 7116" BEAD F.142 (r n�_1 29 #8018 6063-T5 HINGE, BACKUP .075 �+--- 2.438.^ - I 30 #8019A 6063 -T6 GEAR HINGE, DOOR .082 r j0° �- ----- -3.636 (I) #8010 6063 -T6 NARROW SL JAMB .040 .957 '-- #8024A 6063-T5 I.G. BEAD 1 OM 37 #8039 6063 -T6 TRUSS CLAMP .125 3.251 - 1.635 #8033B 6105 -T5 60 FD ASS'Y BEAM - .- 2.313_..j .050 62 #8029 606345 62 SL JAMB TRIM P s f AMMO* Ageptansti Vote 206 FIC 141207 ROOM 8 UPQRADBRE* & NEWF'AQE NOGdONAES THIS MEET fOTOTECHNoLOOYORNE NOKCOMIS F134276 INDI21M ,FG34174 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT 6,GeNbdeC BOYS tlMC Au4yela Ran 412 6 d12 8,O0 -11 D ?XX' Robert L Clerk, P.E. PE 097i2 Structural i r 161-ii. 11" - JAMB - ANCHORS 18.500" HT. QTY. MAX _ 95 3/4" - (5) _ 0.0. 91 3/4° - (5) 87 314" - (5) _ 83 3/4" - (5) 79 3/4 °-(5) 11" I DETAIL A (CONCRETE) A (SINGLE PANEL) ANCHOR TYPES: 1 OR 2 -11 JAMB - ANCHORS HT. QTY. - 953/4 " -(8) - 91 3/4" - (8) - - 87 3/4" - (8) 833/4 " -(7) 79 3/4 " -(7) 11" I DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 20R3 10.571° MAX OiC. — to 3" MIN. ATYP i 1 _� HEAD & SILL 11" ANCHOR CLUSTER (TYPICAL) 3° 1 JAMB - ANCHORS 18•500° HT. QTY. MAX 95 3/4" - (5) O.C. 91 3/4" - (5) 87 3/4" - (5) 83 3/4" -(5) - 793/4 " -(5) 11" 11 11 I A DETAIL C (CONCRETE) SEE NOTE 5 (2 OR MORE PANELS) ,P, IG ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS (2) EQ. SP. TYP. 0 11 f I 12" 9" 6" -- 3" III 1110 IQ i till HEAD & SILL ANCHOR CLUSTER (TYPICAL) (3) EQ. r 1 1111 JAMB ANCHORS I-IT. QTY. 953/4 ° -(8) 91 3/4" - (8) 87 3/4° - (8) 833/4 ° -(7) 79 3/4° - (7) 1111 (: ) A DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) CONCRETE SUBSTRATE USE TYPE 1 AT 13/8° MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 13/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 13/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS : (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL6° MAX FROM FRAME CORNERS. JAMBS.. ..» 11" MAX FROM FRAME CORNERS, 18.500" MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. 0.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 8" MAX FROM FRAME CORNERS, AND AT 3° AND 6° MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11" MAX FROM FRAME CORNERS AND 18.500° MAX O.C. 5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) A HEAD AND SILL0 MAX. FROM FRAME CORNERS, AND AT 3 ", 6°, 9° AND 12" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571" MAX O.C. 10.571° MAX, C. Easar�c tax RIC ' VON2A Era Op lac Aft • 09=19 Kevo100 Dais 40. 010670 Onmalip 0600 F,IC 12/23104 RevkHt 0 RM Rosfekeet C D REMOVE NOTE PERrAIN26270MCFORA0001.1WS1D2M.P COUNTY. REVISE ANCHORAGE PER F802004 AtV REVISE NOTES $ EEL NO CHANGE WS6109:7 CHANGED 7APCC2270 96.TRACONP. L.T. 4/RMS 1070 TECHNOLOGY DRIVE 60210;06S, FL 30276 P.O. EQX 1620 NOKOMI0, FL 34274 ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1/4 emit OsulaMa 10 d 12 I 8000 -11 D di L. Clark, P.E. PE X712 Structural A CONCRETE ANCHOR 1/4` MAX.. (NOTE 1) GROUT, SEE NOTE 6 '- CONCRETE'' r ..,. • :r 1/4" MAX. GROUT, SEE NOTE 5 .EMBED. • SEE A NOTE 1 t TYPICAL SIDE. LITE SILL (DIRECT TO CONCRETE) M3.4 KSI.MIN. • ,....CONCRETE; 'EMBED. SEE NOTE 1 1/4 "-f MAX. SHIM CONCRETE ANCHOR SEE NOTE 1 OPTIONAL &.'•3A KSI GAIN.; 4'CONCRETE' EMBED. SEE NOTE 1 t OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) 1/4° MAX. GROUT SEE NOTE 5 WOOD ANCHOR, SEE NOTE 2 1 3/8" MIN. A TYPICAL SIDE LITE SILL (DIRECT TO WOOD) <=j EXTERIOR INTERIOR E> (ALL HEAD & SILL SECTIONS) EMBED. SEE NOTE 1 2x WOOD SEE NOTE 3 CONCRETE ANCHOR, SEE NOTE 1 ,*CONCRETE ANCHOR SEE NOTE 1 TYPICAL DOOR & SIDE LITE HEAD 1x WOOD SEE NOTE 3 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114" ULTRACONS OR 1/4" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". MIN. EMBEDMENT: 1/4° ULTRACON -1 3/8", 1/4" SS4 CRETE - FLEX -1 3/4 ". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" 884 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 8063-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. !Sr Revising 1/4" MAX. GROUT SEE NOTE S WOOD ANCHOR, SEE NOTE 2 OPTIONAL OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) A 1 3/8" MIN. WOOD ANCHOR SEE NOTE 2 1/4" MAX. SHIM 5K J.R. Remtiqyz T * FJC Aft OWNS Odor mine MAYO Ara 12/2304 UPOAIEANcHORASEAND NOTE$ CHANGE! ADDED 81ow1ESRL DEMI. REoRRANIZED DETAILS CINNo8b `TAPCON. TO IKMM # 40 75 NO OM OQYLL Sh P.a SOK 1829 NOKOMIS, 1=1. URN ANCHORAGE DETAILS nra ALUM. FRENCH DOOR & SIDE LITES, IMPACT ewrewm,t F0760 1/4 11 b 12 8000 -11 D PRODUCT REVISED eicosaptyiest oikk t%e Raids Radice Cad? Expicallea IBrde Robert L Clark, P.E. PE #39712 Structural EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE A, ANCHOR .. SEE NOTE 1, t 114" MAX. SHEET 11 GROUT, SEE NOTE 5,1 r--- -- J SHEET 11 rt' CONCRETE ANCHOR, SEE NOTE 1, SHEET 91 A EMBED. SEE NOTE 1, SHEET 11 1/4" MAX. GROUT, SEE NOTE 5, SHEET 11 OPTIONAL :3.4 ICSI MIN CONCRETE :;. I »: r EMBED. X3.4 KSi N IN.. ' SEE NOTE t, :-;.CONCRETE . SHEET 11 TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) EXTERIOR FJL EMBED. H SEE .-.- NOTE 1, SHEET 11 OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) 4itiitu0dintilTi 3.4 KS! MIN. CONCRETE 1 /4 " MAX. SHIM -- I CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 EMBED. al SEE NOTE 1, I4EET 11 +rrtaniaffl rtlfff E'U u 114Y,YiY Wi:Yi WOOD A ANCHOR ET 14 1/4" MAX. Er GROUT As NOTE E, SHEF'T 11-I 13/$"' 01 MIN. TYPICAL DOOR SILL (DIRECT TO WOOD) CONCRETE H ANCHOR, SEE NOTE 1, SHEET 11 3.4 KS/ MIN.,' j CONCRETE OR1.5KSt MIN. CMU lx WOOD, SEE NOTE 3; • + " SHEET 11 ° • t 1/4" MAX. SHIM'--"'{ TYPICAL DOOR & SIDE LITE JAMB 2x WOOD, SEE NOTE 3, SHEET 11 WOOD ANCHOR, SEE NOTE 1, SHEET 11 1 /4" MAX. GROUT. SEE NOTE 5. SHEET 11 j �]!�, r .} aremr. 1 3/8" MIN. • OPTIONAL OPTIONAL DOOR SILL (SUBSILL TO WOOD) CONCRETE ® ANCHOR, " SEE NOTE 2, MIN. -I SHEET 11 I jhJ ! r . rw '1 !T `i 1 /4 " MAX. SHIM - -.4 �— PRODUCC ILEVLS.»u as comma k Ata Noride tteg Darr Data a lNEWBNK 40051. 10U AND ALIERNATEMP It BOTTOM RIM 100001tO16. Idraeay: Drw RoMa,u�l+TDCiVitteE8R99 SHEET JUL ovacno O Damn* Aft l ok,d Dew FIG 12123/04 L.T. 48 1070TECNNOLOOYMIVE NOKOMaS FL 84278 A.O. 00)1184) NOKDM1$, FL 34.274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ea�a F0750 1/4 Auissikbdetr Et.e itw.teiex - ass 12.'12 I 800041 I 0 /d i f • Robert L. Cterk,P.E. PE #1012 Structural This sub E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildin� code This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the MU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or. material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved Its described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C-640 Outswing Aluminum Casement Window - N.L APPROVAL DOCUMENT: Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "B" dated 10/17/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: .None — LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of fA sal s, y s • urposes shall automatically terminate this NOA. Failure to com 'vii a sec o i o i i" A all bn use for termination and removal of NOA. Rafolilititier 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 mittakt WW1 he ni wi tiriltq. conformance with design concept and i v . � lot§i 4y,, i €fif IsI A�1 be l to theuser by the manufacturer or its completeness dis c i iOssiP §hall t dtliftde fof uit tiolt nukatjdb site at the request of the Building Official. construction /rIRi NrOkigneliQktOcks# (fl 41M1120C09eandfccasisetnitItilsopage i and evidence pages E-1 and E -2, as well as coordination w php1$ ird Wnlierat Iitatee of systems remain the responsibiiit h alga etmentationwasreviewedbyManuelPerez ,P.E. ■, ,No exceptions 0 Make corrects APPROVED I Y cted jail; Revise and Resub,r,it R 'fewer W Submittal ino Date NOA No. 08- 0117.12 Expiration Date: April24, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact", sheets 1 through 12 of 12, dated 12/12/02 with revision "B" dated 10/17/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC,. TAS202 94... _.. . 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3579 dated 10/03/02, signed and sealed by Joseph A. Chan, P.E. (Submitted under NOA# 02- 1219.05) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3583 dated 10/03/02, signed and sealed by Joseph A. Chan, P.E. (Submitted wider NOA# 02-1219.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3585 dated 10/08/02, signed and sealed by Joseph. A. Chan, P.E. (Submitted wider NOA# 021219.05) 4. Testy its on : 1) Uniform..Static Air Pressure Test, Loading per FBC, TAS 202 -94 along wit marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3588 dated 10/08/02, signed and sealed by Joseph A. Chan, P.E. (Submitted under NOA# 02- 1219.05) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3584 dated 10/03/02, signed and sealed by Joseph A. Chan, P.E. (Submitted under NOA# 02- 1219.05) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 3591 dated 1"ti /09/02, signed and sealed by Joseph A. Chan, P.E. (Submitted under NOA# 02- 1219.05) E -1 Manuel Per Product Control E NOA No. 0 Expiration Date: April 24, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21 /05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami bade Building Code.Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 12/11/02, signed and sea led by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated 12/11/02, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.09, issued to PGT Industries for their Series "640" Outswing Aluminum Casement Window — N.I., approved on 02/23 /06, and expiring on 04/24/08: E -2 .. Manuel Pe r ' .E. Product Control xa + + er NOA No. 0 :' ' 17.12 Expiration Date: April 24, 2013 Approval Date: May 15, 2008 NOTES: NON- IMPACT WINDOWS 1. GLAZING OPTIONS: A. 3/16" ANNEALED GLASS B. 3/16" TEMPERED GLASS C. 1/2" I.G. GLASS (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) D. 1/8" ANNEALED (DSB) GLASS 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98..A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98.® C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI- 1 DADE COUNTY. ■ D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 5. F. FOR 444 "XOX" & "0" CONFIGURATIONS SEE SHEET 6. G. FOR H4 "xOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE I SHEET 8. CONFIGURATIONS OPTIONS 0 0 x 0 x x 0 0 x x x UNEQUAL LITES x Q_ UNEQUAL LITES 0 X UNEQUAL LITES 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 2, 3 AND 12 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITE (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN g SEE SHEET 12 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 8. SEE SHEETS 4 THROUGH 8 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 1/8" ANNEALED (DSB), 3/16" ANNEALED OR 3/16" TEMPERED GLASS NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS , 1 ELEVATIONS 2 -3 DESIGN PRESSURE TABLES 4-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 1/8" OR 3/16" GLAZING DETAIL 1/2" I.G. GLASS (1/8 "A,1/4" SPACE,1 /8 "A) 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, FTL -3583, FTL -3584, FTL -3585, FTL -3586, FTL -3588, FTL -3590 & FTL -3591. .650" NOM. (- GLASS BITE PRODUCT RENEWSO aeea"+ tngwttbtbaHaat 5asidieg Cade Itsessprom tam d* :au1r. • - L.•..: Raw/ Data F.K. 3111103 Rawl By Oae: F.K. 10/1T/OS Raw By.• Sae: A REVISE ANCHORAGE NOTE 4 B REVISE DP NOTE 3 AND ANCHORAGE NOTE 4 Da ey Dero: F.K. 12/12!02 Claamer Date: 1070 tECHNOLoOY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34214 NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT Visibly Better CA-640 srw: NTS 1 a 12 Paaaq 7045 -9 aa" B Lucas A. Turner, P.E. RE 1!88201 Mechanical CENTERLINE 1 1/2" ANCHOR 1 1/2" r LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. {2) 7 4" MAX. ANCHOR LOCATION TYP. 74" MAX. 30" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4" MAX. 13" MAX. O.C. MEETING RAIL DETAIL i (SEE SHT. 1 NOTE 4) I 134" MAX. WIDTH 53" MAX. . DAYLIGHT OPENING 1 4" MAX. I 4" MAXI 30" MAX. I--- DAYLIGHT --1 OPENING \: J --0-1-14 112" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL TYP. (2) Reeed Bt P.K. 4 13" MAX. O.C. 4" MAX f 4" MAX. --.- 37" MAX. VENT TYP. 56" MAX DAYLIGHT OPENING 63" MAX. HEIGHT 13" MAX. O.C. 1 .-I 1 14 112" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT %ENEMA as tenigileg with the tied* A. Ext&rviml Dat1/4 Panka RPM ibilkthekest rw 2' •-rmr.. 4 Melaka Rose Ot F.K. Read Br: 3/11/03 10/17!03 Rnwu A 8 REVISE ANCHORAGE F.K. Date: 12/12/02 Rev�ont NO CHANGE THIS SHEET Checked Br Deft 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. SOX 1529 NOKOMIS; FL 34274 1.1 "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON- IMPACI1 Visibly Better CA -840 NTS 2 N 12 a..na 7045 -9 Raw S Lucas A. Tumor, P.E. PE 438201 Mechanical / N s X SEE MEETING RAIL DETAIL /TYP. (2) 30" MAX. I--- DAYLIGHT --1 OPENING \: J --0-1-14 112" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL TYP. (2) Reeed Bt P.K. 4 13" MAX. O.C. 4" MAX f 4" MAX. --.- 37" MAX. VENT TYP. 56" MAX DAYLIGHT OPENING 63" MAX. HEIGHT 13" MAX. O.C. 1 .-I 1 14 112" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT %ENEMA as tenigileg with the tied* A. Ext&rviml Dat1/4 Panka RPM ibilkthekest rw 2' •-rmr.. 4 Melaka Rose Ot F.K. Read Br: 3/11/03 10/17!03 Rnwu A 8 REVISE ANCHORAGE F.K. Date: 12/12/02 Rev�ont NO CHANGE THIS SHEET Checked Br Deft 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. SOX 1529 NOKOMIS; FL 34274 1.1 "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON- IMPACI1 Visibly Better CA -840 NTS 2 N 12 a..na 7045 -9 Raw S Lucas A. Tumor, P.E. PE 438201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. --+ ELEVATION (SEE SHEET 4 NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 32" MAX. WIDTH 25" MAX. DAYLIGHT - OPENING .i 1 X 65" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 72" MAX. HEIGHT 14 1/2" MAX. O.C. "C " -72 HIGH 'X" FOR PRESSURES) 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MID -SPAN ANCHOR DETAIL ."-\. SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. __ I \., % 13" MAX. O.C. 4" MAX. -- I --- -"- 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) 13" MAX. O.C. 4" MAX. —37" MAX. WIDTH - 30" MAX. DAYLIGHT OPENING 56" MAX DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 63" MAX. HEIGHT (_ I 141/2" 4" M MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) -------- --97" MAX. WIDTH MAX. 30" MAX. 53" -- DAYLIGHT -- DAYLIGHT OPENING E N OP NI G 13" MAX. O.C. 4" MAX 4" MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING i — L1 �--- x--13" MAX. O.C. 56" MAX. DAYLIGHT OPENING SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) HEIGHT MAX. H SEE MEETING HGH RAIL DETAIL SHT. 2 TYP. (2) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT VRWE) as complyitsg *lib **Mil& Actcp4tass:d Rupitatla 12 2013 PRODUCT RtV/S ft�a6aw1� % :00- r. Rea" ay F.K. Romd By F.K. Rem Br 3/1NO3 Dery 10/17/05 Re A Ra A REVISE ANCHORAGE NO CHANGE THIS SHEET Draw Drawn By. F.K. Defy. 12/12/02 Cnea tdBy. Draw 1070 TECHNOLOGY CRIME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 "XO" & "OX" ELEVATIONS -.--� ALUMINUM CASEMENT WINDOW, NON - IMPACT Visibly Better 9""e"'"" D"""DM' CA -640 Nrs 3 a 12 7045.9 .-ex Lucas A. Turner, P.E. PE 658201 Mechanical �--- x--13" MAX. O.C. 56" MAX. DAYLIGHT OPENING SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) HEIGHT MAX. H SEE MEETING HGH RAIL DETAIL SHT. 2 TYP. (2) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT VRWE) as complyitsg *lib **Mil& Actcp4tass:d Rupitatla 12 2013 PRODUCT RtV/S ft�a6aw1� % :00- r. Rea" ay F.K. Romd By F.K. Rem Br 3/1NO3 Dery 10/17/05 Re A Ra A REVISE ANCHORAGE NO CHANGE THIS SHEET Draw Drawn By. F.K. Defy. 12/12/02 Cnea tdBy. Draw 1070 TECHNOLOGY CRIME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 "XO" & "OX" ELEVATIONS -.--� ALUMINUM CASEMENT WINDOW, NON - IMPACT Visibly Better 9""e"'"" D"""DM' CA -640 Nrs 3 a 12 7045.9 .-ex Lucas A. Turner, P.E. PE 658201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3579, FTL -3581, FTL -3585, FTL -3586, FTL -3590, FTL -3591 I GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 - 54.000 ' 57.000 60.000 63.000 66.000 69.000 72.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG , NEC POS NEC POS NEC POS NEG POS NEG POS NEC POS NEC POS 19.125 A -120.0 76.7 -120.0 76.7 - 120.0'76.7 -119.5 76.7 -112.0 76.7 -97.5 76.7 -91. 76.7 -84.3 76.7 -79.0 76.7 - -74.3 74.3 -70.1 70.1 -66.4 66.4 -63.1 63.1 -60.0 60.0 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76,7 -205.4 76.7 -189.8 76.7 -177.8 76.7 - 167.2 76.7 -157.8 76.7 -149.4 76.7 -141.9 76.7 -135,1 76.7 C 135.0 76.7 -135.0 76.7 ,-135.0 76.7 -133.3 76.7 -123.0 76.7 -112.0 76.7 -104.8 76.7 -96.9 76.7 -90.7 76.7, - 85.3'76.7 -80.6 76.7 - 66.4 66.4 -63.1 63.1 -60.0 60.0 24.000 A _- -95.1 76.7 -95.1 76.7 -95,1 76.7 -95.1 76.7 -88.5 76.7 -76.2 76.2 -71.1 71.1 -71.1 71.1 -66.4 66.4 -62.2 62.2 -58.6 58.6 -55.3 55.3 -52.4 52.4 -49.8 49.8 B -210.0 76.7 -210.0 76.7 - 210.0`76.71 -210.0 76.7 -199.2 76.7 -171.5 76.7 -160.0 76.7' -160.0 76.71-149.3 76.7 -140.0 :76.7' -131.8 76.7 -124.4 76.7- -117.9 76.7 -112.0 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 76.7 -85.4 76,7 -75.9 75.9 -70.7 70.7 -67.6 67.6 - 64.6 64.6 -61.1 61.1 -58.8 58.8 -55.3 55.3 -52.4 52.4 -49.8 49.8 26,500 A -78.0 76.7 -78.0 76.7 - 78.0 76.7 -78.0 76.7 -78.0 ' 76.7 -71.5 71.4 -66.5 66.4 -61.0 60.9 -58.3 58.3 -57.9 57.9 -54.4 X54.4 -51.3 51.3 ' -48.5 48.5 -46.0 46.0 B -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -160.9 76.7 -149.6 76.7' -137.2 76.7 -131.2 76.7 -130.2 76.7 -122.3 76.7 -115,4 76.7 -109.2 76.7 -103.6 76.7 C -97.5 76.7 -97.5 76.7 -97.5 76.7 -94.4 76.7 -82.5 76.7 -71,1 71,1 - 66.6 66.6 -60.9 60.9 -55.5 55.5 -51.5 51.5 -49.6 49.6 -47.5 47.5 -45.7 45, 7, - 44.5 44.5 30.000 A -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60:6 60.8 - 60.8 60.8 -55,6 55.6 -52.3 52.3 -48.8 48.8 -45.7 45.7 ' -45.5 45.5 - 44.2 44,2 -41.9 41.9 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 - 1x36.9 76.7 -136.9 76.7' -126.7 76.7 -117.6 76.7 -109.8 76,7 -102.9 76.7 -102.4 78.7 -99.6 76.7 - 94.3_73.4 -38.3-38.3 C -77.4 76,7 -76.1 761 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67;9 67.9 -63.0 63.0 -57.2 57.2 -52.5 52.5 -48.3 48.3 -45.5 45.5 -42.4 42.4 -40.2 40.2 32.000 A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -6355 53.5 -53.5 53.5 -52.9 52.9, -49.4 49.4 -46.7 46.7 -43.8 43.8 -40.0 40.0 -40.0 40.0 -39,0 39.0 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -112.9 76.7 -105.2 76.7 -98.5 76.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -69.3 69.3 -66.9 66.9 -66.8 66.8 -66.8 66.8 -66.8 66.8 -65.6 65.6, -61.6 61.6 - 56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 -40.0 40.0 -39.3 39.3 -36,2 36.2 34.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47,1 47.1 - 44.0 44.0 -41.1 41.1 vivarium w sVM aus.,,,�'^R..ly+as w'fit,OwHort& Amon=t;or y.: %-� �0 I Au za. � ' �' /4r,.∎ ',•.7-."47- ' " hmy- . P .....« u ..., B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 - 106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -101.4 '76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59,2 -59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 -46.2 46.2 36.000 A -45.8' 45.8 -43.1 43.1 -42.3 42.3 -42.3 42.3 -42,3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 B -103.0 76.7 -96.9 75,4 -95.1 73.9 -95.1 73,9 -95.1 73.9 -95.1 73.9 -95.1 73.9, -95.1 73.9 -95.1 73,9 -95.1 73.9 -91.5 71,1 C -57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8_ -52.8 52.8 -51.4 51.4 -48.5 :48.5 -45.7 45.7 37.000 A -43.9 43.9 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 49.2 39.2 B -98.7 76.7 -92.4 71.9 -90.1 70.1 h -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -54.8 54.8 -51.4 51.4 -50.0 50.0 -50.0 50.0_ -50.0 50.0 -50.0 50.0. -50.0 50.0 -50.0 50.0 -50.0 50.0__ -48.1 48.1_ -45.2 45.2 COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS TEST REPORT: FTL-3588, GLAZING OPTION: D. 1/8" ANNEALED . PRODUCT REV eberstp=orkt tied &ititida pP 6. UM' *- bostes " " ..- kx4 '' fit , ,<-4-- -- .'...- HEIGHT "X" 26.000 31.000 ' 36.000 ' 38.375 43.000 48.000 50.625 54.000 57.000 ' 60.000 63.000 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS. NEG POS 19.125' D -57.6 57.6- -57.6 57.6 -57,6 57.6 -57.6 57.6 -57.6 57.6 -53.8 53,8 -50.4 50.4 -46,5 46.5' -43.6 43.6 -41.0 41.0 -38.7 38.7 21.500 D -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -42.5 42.5 -39.8 39.8 -37.4 37.4 -35.2 35.2 24.000 D - 36.6 36.6 -36.6 36,6 -36.6 36.6 -36.6 36.6 -36.6 36.6 -36.6 36.6 - 36.6 36,6 -36.6 36.6 -35,9 35.9 - 33.9 33.9 -32.3 32,3 26.500 , D -30.0 30.0, -30,0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0- -30 .0, 30.0 -30.0 30.0. -30.0 30.0 -30.0 30.0, -28.7 28.7 -27.5 27.5 X `- • NOTES: `� ' Z" �`-~'-- t VI- -inOf Lucas A. Turner, P.E. PE #5 201 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69,6 P.S.F. .. Rem/By; - PA r A ADDED NOTE 10T0TECHNOLOGYDRIVE NOKOMIS.✓x3`275 P.O. 80X 1 NOKOMIS,R.34274 r .-_.. p PRESSURES - X CONFIG. WINDOWS By F x. ?Mc 10/ fomros wxs+onc 8 REVISE ANCHORAGE NOTE , ALUMINUM CASEMENT WINDOW, NON - IMPACT �� tbaFK.. F.K. ago. 12 12 /12102 C+edeaey ow Visibly Better cae40 NTS 4 d 12 Droselle 7045 -9 B COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3579, FTL -3590, FTL3591 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3116" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XX" WIDTH HEIGHT 26.000 31.000 36 .000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 A - 120.0 76.7 -120.0 76.7 -120.0 76.7 -120.0 76.7 -105.5 76.7 ` -91.9 76.7 -86.0 76.7 -79.6 76.7 -74.6 74.6 -70.1 70.1 -66.2 66.2 B -210,0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210,0 76.7 -206.7 76.7 -193.6 76.7 -179.0 76.7 - 167.7 76.7 -157.8 76.7 -149.0 76.7 C -135.0 76.7 -135.0 76.7 -135.0 76.7 -135.0 76.7 -131.9 76.7 -114,8 76.7 -107.6 76.7_ -99.4 76.7 -93.2 76.7 -87.7 76.7 -82.8 76.7 43.000 A -118.5 76.7 -118.5 76.7 -118.5 76.7 -110.9 76.7 -95.0 76.7 -82.2 76.7 -76.8 76.7 -70.8 70.8 -66.2 66.2 -62.2 62.2 -58.6 58.6 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -185.0 76.7 -172.8 76.7 -159.4 76.7 -149.0 76.7 -139.9 76.7 -131.9 76.7 C -135.0 76.7- 135.0 76,7 -119.3 76.7 -110.4 76.7' -97.5 76.7 -88.7 76.7 -85.9 76.7 -84.0 76.7 -82.4 x76.7 -77.7 76.7 -73.3 73.3 48,000 A -95.1 76.7 -95.1 76 :7 -95,1 76.7 -95,1 76.7 -88.5 76.7 -76.2 76.2 -71.0 71.0 -65.3 65.3 -61.0 61.0 -57.2 57.2 -53.8 53.8 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -159.9 76.7 -147.0 76.7 -137.2 76.7 -128.6 76.7 -121.1 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 76.7 -85.4 76.7 75.9 75.9 -70.7 70.7 -67.6 67.6 -64.6 64.6 -61.1 61.1 -58.8 58.8 53.125 A -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.6 76,7.0 -71.4 71.4 -66,.4 66:4 ' -60.9 60.9 -56.7 56.7 -53.1 53.1 -49.9 49.9 B -174,7 76.7 -174.6 761 -174.6 76.7 -174.6 76.7 -174.6 76.7 -160.7 76.7 -149.4 78.7 -137.0 76.7 -127.6 76.7 -119,4 76.7 -112.2 76.7 C -97.1 76.7 -97.0 76.7 -97,0 76.7 -94.3 76.7 -82.4 76.7 L71.0 71.0 -66.4 66.4 -60.8 60.8 -55.4 55.4 -51.5 51.5 -49.4 49.4 57.000 A -67.9 87.9 -67.4 67.4 -67.4 67.4 -67.4 � 67.4 -67.4 67.4 =67.4 67.4 -63.5 63.5 - 58.1 58.1 - 54.1 54.1 -50.5 50.5 -47.4 47.4 B -152.9 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -142.9 76.7 -130.8 76.7 -121.6 76.7 -113.6 76.7 -106.7 76.7 C -84.9 76.7. -84.3 76.7 -84.3 76.7 -84.3 76.7 -80.5 76.7 -69.0 69.0 - 64.3 64.3 -58.6 58.6 -53.7 53.7 -49.5 49.5 -45.8 45.8 60.000 A -61.9 61.9 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -60.8 60.8 -55.6 55.6 -52.3 52.3 -48.8 48.8 -45.7 45.7 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7'. -136.9 76,7 -136.9 76.7 -126.7 76.7 -117.6 76.7 -109.8 76.7 -102,9 76.7 C -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 -67.9 67.9 -63.0 63.0 -57.2 57.2 -52.5 52.5 ;-48.3 48.3 -45.5 45.5 64.000 A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 X76.1:. 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49,4 49,4 -46.7 46.7 -43.8 43.8 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76,7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -112.9 76.7 -105,2 76.7 -98.5 76.6 C -69.3 69.3 -66.9 66.9 - 66.8 66.8, -66.8n66.8 -66.8 66.8 -65.6 65.6 -61.6 81,6 -56.1 56.1 -51.1 51.1 ;-48.6 48.6 -45.9 45.9 A -50.1 50.1 -47.7 47.7 -47.4 47.4 - 47.4 +47.4 -47.4 47.4 -47,4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 - 44.0 44.0 -41.1 41.1 68.000. B -112.8 76,7 -107.4 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 - 101.4 76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -55.7 55.7 -52.1, 52.1 -49.0 49.0 -46.2 46.2 39.7 72.000 A -45.8 45.8 -43.1 43.1 -42.3 42.3 -42.3 � 42.3 -42.3 42.3 ' - 42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 :-42.1 42.1 -39,7 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9_ -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1_73.9 -95.1 73.9 -91.5 71.1 C -57.2 57.2 -53.9 53.9 -52.8_ 52.8 -52.8 52.8 -52.8 52.8, -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 74.000 A -43.9 43.9 -41.1 41.1 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 .-40.0 40.0 -39.2 39.2 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -54.8 54.8 -51.4 51.4 -50.0 50.0 -50,0 50.0 -50 .0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -48.1 48.1 -45.2 45.2 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X X PRODUCT R 24 as annoying 4awtu0 Cede Attepcunv =No • : - • P11011641 SEVIN. ��«+��•M�MweiAe .09 t1�.. F.K. 3/11/03 Reese ay. F.K Revaal On. Br F.K. 10/17105 ADDED NOTE Re.4bw: B Reese: REVISE ANCHORAGE NOTE r>ne: 12/12/02 Cnecxnely 1070 TECHNOLOBV DRIVE NOKOMI9, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Brrrer PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT a CA4340 NTS 6 " 12 7045 -9 B Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 4. "0" & "1/4- 1/2 -1/4 YOX" WINDOWS TEST REPORTS: FTL"3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3/16" ANNEALED B. 3116" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1 /8" ANNEALED) "0" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 " 60.000 63.000 NEG POS MEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -90.3 76.7 -85.0 76.7 -76.1 76.1 -70.7 70.7 -63.2 63.2 -55.6 55.6 -521 52.1 -48.4 48.4 -45.3 45.3 -42.1 42.1 -39.7 39.7 36.000 72.000 B -210.0 76.7 - 210.0' 76.7 -210.0 76.7 - 210.0 76.7 -210.0 76.7 -183.2 76.7 -169.7 76.7 -155.0 76,7 -143.9 76:7 -134,3 76.7 -125,9 76.7 C -90.3 76.7 -85.0 76.7 -83.3 76.7 -79.3 767 -69.3 69.3 -61.1 61.1 -56.6 56.6 -51.7 51.7 -48.0 48.0 -44,8 44.8 -42.0 42,0 A -86.5 76.7 -81.0 76.7 -73.8 73.8 -69.3 69.3 -61.8 61.8 - 54.5 54,5 -51.0 51.0 - 47.5.47.5 - 44.4 44.4 -41.6 41.6 -39.2 39.2 37.000 74.000 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -180.5 76.7 -167,0 76.7 -152.4 76.7 -141.4 76.7 -131.9 76.7 -123.6 76.7 C -86.5 76.7 -81.0 76.7 -78.9 76.7 -77.8 76.7 - 68.7 68.7 -60.2 60.2 - 55.7.55.7 -50.8 50,8 -47.1 47.1 - 44.0 44.0 -41.2 41.2 A -78.4 76.7 -72.6 72.6 -68.8 68.8 -66.0 66.0 -58.9 58.9 -51.9 51.9 -49.2 49.2 -45.5 45.5 -42.8 42.8 -40,3 40.3 -37.8 37.8 39.500 79.000 B -210.0 76.7 -210.0 76.7 -209.3 76.7 -207.8 76.7 -207.5 76.7 -174.6 76.7 -161.2 76.7 - 146.7 76.7 -135.9 76.7 -126.5 76.7 -118.4 7.6.7 C -78.4 76.7 -72.6 72.6 -69.8 69.8 -69.3 69.3 -66.5 66.5 -58.2 58.2 -53.7 53.7 -48.9 48.9 -45.3 45.3 .42.2 42.2 -39.5 39.5 A -71.6 71.6 • -65.7 65.7 -62.5 62.5 -61.7' 61.7 -56.1 56.1 -50.2 50.2 -47.3 47.3, - 44.2 44.2 -41.5 41.5 -39.1 39.1 -37.3 37.3 42.000 84.000 B -210.0 76.7 -197.2 76.7 -187.5 76.7 -185.1 76.7 -1837 76.7 -169.9 76.7 -166.4 76.7_ -141.9 76.7, -131.2 76.7 -121.9 76.7 -113.9 76.7 C -71.6 71.6 -65.7 65.7 -62.5 62.5 -61.7 61.7 -61.2 61.2 -55.7 55.7 -52.1 52.1 -47.3 47.3 -43.7 43.7' -40.6 40.6 -38.0 38.0 A - 64.9 64.9 -59.0 59.0 - 55.6.55.6 -54.5 54.5 -52:8 52.8 -48.1 48.1 -45.6 45.6 -42.4 42.4 -40.1 40.1 -38.2 38.2 -36.4 36.4 45.000 90.000 8 -194.7 76.7 -177.1 76.7 -166,7 76.7 -163.5 76.7 - 160:3 76.7 -160.0 76.7 -151.7 76.7 -137.2 76.7 -126.4 76.7 -117.2 76.7 -109.3 76.7 C -64.9 64.9. -59.0 59.0 -55.6 55.6 - 54.5 54.5 -53.4 53.4 -52.9 52.9 -50.5 50.5 -45.7 45.7 -42,1 42.1 -39.1 39.1 -36.4 36.4 A -59.3 59.3 -53.6 53.6 -50.0 50.0, -48.8 48.8, -47.4 47.4 -46.4 46.4 -43.8 43.8 -41.1 41.1 -38.9 38.9 - -36.9 36.9 -35.1 35.1 48.000 96.000 B 1.178.0 76.7 -160.8 76.7 -150.0 76.7 -146.5 76.7 - 142.2 76.7 -140.6 76.7 -140.6 76.7 -133.3 76,7 -122.5 76.7 -113.3 76,7 -105.4 76.7 C -59.3 59.3 -53.6 53.6 -50.0 50.0 -48.8 48.8 -47.4 47.4 -46.9 46.9 -46.9 46.9 -44.4 44.4 -40.8 40,8 -37.8 37,8 -35.1 35.1 y A , -55.4 55.4 -49.8 49.8 -46.2 46.2 - 44.9 44.9 -43,3 43.3 -42.5 42.5 -42.3 42.3 -39.9 39.9 -37.7 37.7 -35.9 35.9 - 34.0 34.0 50.500 101.000 B -166.2 76.7 -149.3 76.7 -138.5 76.7 - 134.8 76.7 -129.9 76.7 -127.4 76.7 -127.0 76.7: -127.0 76.7 -119.8 76.7 -110.6 76.7 -102.7 76.7 C -55.4 55.4, -49.8 49.8 -46.2 46.2 -44.9 44.9 -43.3 43.3 -42.5 42.5 -42.3 42.3 -42.3 42.3 -39.9 39.9 -36.9 36.9 - 34.2 3.4.2 A -51.7 51.7 -46.2 46.2 -42.6 42.6 -41.4 41.4 -39.6 39,6' -38.5 38.5 -38.3 3.8.3 -38.2 38.2 -36.6 36.6 - 34.7 34.7 -32.8 32.8 53,125 106,375 8 -155.0 76.7 -1381 76.7 -127.9 76.7 -124.2 76.7 -118.9 76.7 -115.6 76.7 -114.8 76.7 -114.5 76.7 -114.5 76.7 -108.1 76.7 -100.2 76.7 C -51.7 51.7 -46.2 48.2 -42.6 42.6 -41.4 41.4 -39.6 39.6, -38.5 38.5 -38.3 38.3 -38.238.2, -37.9 37.9 -35.8 35.8 -33.4 33.4 A' - 50.7 50.7 -45.2 45.2 -41.7 41.7 -40.4 40.4 -38.6 38.6 -37.5 37.5 -37.2 37.2 -37.0 37.0 -36.2 36.2 ' - 34.3 34.3 -32.5 32.5 54.000 108.000 B -152.0 76.7 -135.7 76:7 -125.0 76.7 -121.3 76.7 -115.9 76.7 -112.5 76,7 -111.5 76.7 -111.1 76.7 -111.1 76.7 -107.5 76.7 -99.5 76.7 C -50.7 50.7 -45.2 45.2, -41.7 41.7 -40.4 40.4, -38.6 38.6, - 37.537.5, -37.2 37.2_ -37.0 37.0, -37.0 37.0 -35.3 35.3 -33.2 33.2 A ' - 48.9 48.9 -43.5 43.5 -40.0 40.0 -38.8 38.8 -36.9 36.9 -35.7 35.7 -35.3 35.3 - 35.1 35.1 -35.1 35.1 -33.6 33.6 -32.0 32.0 55,500 111.000 B -146.6 76.7 -130.6 76.7' -120.0 76,7 -116.3 76.7 - 110.8, 76.7 -107.1 76.7 -106.0 76.7 -105.3 76.7 -105,2 76.7 -105.2 76.7 -98.3 76.5 C -48.9 48.9 -43.5 43.5 -40.0 40.0 -38.8 38.8 -36.9 36.9 -35.7 35.7 -35.3 35.3 -35.1 35.1 -35.1 35.1 -34.4 34.4 -32.8 32.8 A -47.2 47.2; -42.0 42.0 -38.5 38.5 -37.2 37.2 45.4 35.4 - 34.1 34.1 -33.7 33.7 -33.3 33.3 -33.2 33.2 -33.0 33.0 -31.4 31.4 57.000 114.000 B ,- 141.6 76.7 -125.9 76.7 -115.4 76.7 -111.6 76.7 -106.1 76.7 -102.3 76.7 -101.0 76.7 -100.0 76.7 -99.7 76.7 -99,7 76.7 -97.3 75.6 C -47.2 47.2 -42.0_42.0 -38.5 38.5 -37.2 37.2, -35.4 35.4 - 34.1 34.1 -33.7 33.7 -33.3 33.3 -33.2 33.2 -33.2 33.2 -31.9 31.9 ' A -45.6 45.6 -40. -37,0 40.5 37.0 -35.8 35.8 -33.9 33.9 -32.6 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -30.8 30.8 58.500 117.000 B -136.9 76.7 -121.5 76.7 -111.1 76,7 L-107.4 76.7 -101,8 76.7 -97.8 76.1 -96.4 75.0 -95.2 741 -94.7 73.1 -94.7 73.6 -94.7 73.6 C -45.6 45.6 - 40.5 40.5 -37.0 37.0 -35.8 36.8 -33.9 33.9 -32.6 32.6 -32.1, 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -31.0 31.0 A -44.2 44.2 -39.1 39.1 -35.7 35.7 - 34.5 34.5 -32,6 32.6 -31.3 31.3 -30.8 30.8 -30.3 30.3 - 30.1.30.1 ' -30.0 30.0 -30.0 30.0 60.000 120.000 B -132.6 76.7 -117.4 76.7 -107.1 76.7 -103.4 76.7 -97.9 78.1 -93.8 72.9 -92.3 71.8 -90.9 70.7 -90.2 70.2 -90.0 70.0 -90.0 70.0 C -44.2 44.2 -39.1 39.1 -35.7 35.7 - 34.5 34.5 -32.8 32.6_ -31.3 31.3 -30.8 30.8 -30.3 30.3 - 30.1 30.1 -30.0 30.0 -30.0 30.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, USE ELCO 1/4" • Q TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 4 X 1 2 0 1 4 X 0 PRODUCT RENEWED as rn s 4ying *Rh the Plums 4a4lu;"tea Ascvivc: Es, Ulu! ,u.,4:' By /,. Pretlatet %2013 PROSECT REt✓ estatZT416 the Pixies ta._- t2" Renaey Dm: F.K. 3/11103 Rent16. rub: F.K. 10117MOS Rena By Date: Revesbnv A Revaimt B Ravabm: ADDEO NOTE REVISE ANCHORAGE NOTE Dram ey F.K. date: 12112/02 Ca,asa er ass. 1070 TECHNOLOSY DRIVE NOKOMIS, FL 34275 P.O. BOX 1628 NOKOMIS. FL 34274 Visibly Better Oea pM.• PRESSURES- 0 & 1/44/2 -1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT CA.840 NTS 6 a 12 bi +a "e. 7045-9 11/‹.. Vav Lucas A Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 5. "XO" Or "OX" & "1/3- 1/3.1/3 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: 1 A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED), "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 - 31.000 36.000 38.375 " 43.000 48.000 50.625 54.000 57.000 : 60.000 63.000 NEG POS NEG POS NEG POS, NEG POS NEG POS NEG POS NEG POS,, NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -120.0 76.7 •120.0 76.7 -109.9 76.7 -101.0 76.7 -87,1 76.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 61.6 -57.9 57.9 -54.7 54.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 •210.0 76.7 -210.0 76.7 -210.0 76.7 -197.1 76.7 -184.7 76.7 -173.8 76.7 -164.1 76.7 C - 120.0_76.7 120.0 76.7 -109.9 76.7 -101.6 761 - 87.176.7 -75.9 75.9 -71.1 71.1 -65.7 65.7 -61.6 61,6_ -57.9 57.9 -54.7 54.7 48.000 72.000 A -71.3 71.3 - -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -63.0 63.0 -58.7 58.7 - 54.0 54.0 -50.4 50.4 -47.2 47.2 -44.4 44.4 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -188.9 76.7 -176,0 76.7 -161.9 76.7 -151.1 76.7 -141.7 76.7 -133.3 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3 71.3 -71.3, 71.3 -63.0 63.0 -58.7 58.7 - 54.0 54.0 - 50.4 50.4 -47.2 47.2 - 44.444.4 49.333 74.000 A -67,5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 -46.3 46.3 - 43.5 43.5 B -202,5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -185.5 76.7 -172.8 76.7 -158.8 76.7 -148,1 76.7 -138.8 76.7 -130.6 76.7 43.5 C -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -67.5,67.5 -61.8 61.8 -57.6 57.6 -52.9 52.9 -49.4 49.4 -46,3 46.3 -43.5 53.125 79.688 A -58.2 58,2 -58.2 58.2 -58.2 58.2' -58.2 58.2 -582 56.2 -58.2 58.2' - 54.8 54.8 - 50.3 50.3, -46.8 46,8 - 43.8 43,8 -41.2 41.2 B -174.7 76,7 -174.6 76.7 -174.6 76.7 -174.6 76.7 -174.5 761 -174.6 76.7 ,164.5' 787 -150.9 76.7, -140.5 76.7a-131.5 76.7 -123.6 76.7 C -58.2 58.2 '5$.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2 -58.2 58.2, - 54.8 54.8 - 50.3 50,3 -46.8 46.8; -43.8 43.8 -41.2 41.2 56.000 84.000 A -52.7 52.7 -52.4 52,4 - 52.4 52.4 -52.4 52.4...52.4; 5.4 -52.4 52.4 -52.4 52.4 - 48.6 48.6 -45.2 45.21 -42.2 42.2 -39,6 39.6 9 -158.0 76.7 -157.2 76.7 -167.2 76.7%157.2 76.7 - -157.2 78.7 -157.2 76.7 -157.2 76.7 -145.7 76.7 -135.5 76.7'428.7 76.7 -118.9 76.7 C -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52,4 52.4 - 48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 39.6 60.000 90.000 A -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6' -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8 37.8 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 - 136.9, 76.7 -136.9 76.7 -129.5 76.7 -120,9 76.7 - 113.3 76.7 C - 46.546.5 -45.6 45.8 -45.6 45.8 -45.6 45.6 - 45.6; '45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -43.2 43.2 -40.3 40.3 -37.8 37.8 64.000 96.000 A -41.6 41.6 -40.1 40.1 - 40.1 40.1 -40.1 40.1 -40.1' 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 - 40.1 40.1 - 38.6 38,6 -36.2 36.2 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76:7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -115.9 76.7 -108.5 76.7 C - 41.6`41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 ,40.1 -40.1 40,1 - 38.6 38.6 - 36.2 36,2 67.333 101.000 A -38.2 38.2 -36.5 36.5 -36.2 36.2 -36.2 36.2 „„-40.1,40:1 -36.2 36.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 - 36.2 36.2 -36.2 36.2 -35,0 35,0 B - 114.6 76.7 -109.4 76.7 -108.7 76.7 -108,7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.f -105,0 76.7 C -38.2 38.2 -36.5 36.5 - 36.2 36.2 - 36.2 36.2 -38.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 - 36.2 36.2 -35.0 35.0 70.917 106,375r A -35.2 X35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 B -105.5 76.7 -99.6 76.7 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 C -35.2 35.2 -33.2 33.2 -32.7 32.7 -32,7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 72.000 108.000 A -34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31,7 B -103.0 761 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.3 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 T3.9 -95.1 73.9 C - 34.3 34.3' -32.3 32,3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 - -31.7 31.7 -31.7 31.7 -31,7 31.7, 30.0 74.000 111.000 A -32.9 32.9 -30.8 30.8 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30,0 30,0 -30.0 30.0 -30.0 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 C -32.9 32.9 -30.8 30.8 -30.0 30.0 -30.0 30.0_ -30.0 30.0_ - 30.0_ 30.0 -30.0 30.0. - 30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 1 1 1 3 3 3 x 0 x X 0 0 X PRODUCT RENP..WRD aO taeu1t ilia Whil2 the Florida Bolding Cod* Aecestasca Ns lion :v Dole Fretted ta Div , at taasuC,t'ssveia� itsokusten 1. Ch+iAt AMA et »aW f.K. 3/11/03 Rote 9r. fiend R.K ADDED NOTE Deis: 10/17106 REVISE ANCHORAGE NOTE Cale eae.n 9r F.K. Oats, 12/12/02 Rewsme: Medea es: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS: FL 34274 I F._ Visibly Better PRESSURES- XO, OX, & j/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT NTS 7 u 12 7045 -9 B CA440 tvtvvr Lueas A. Turner, P.E. PE 1158201 Methe ical COMPARATIVE ANALYSIS TABLE 6. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584, GLAZING OPTIONS: A. 3/16" ANNEALED B. 3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XOX" WIDTH VENT WIDTH FIXED WIDTH HEIGHT 26,000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19,125 31.014 A -112.3 76.7 -87.1 76.7 -81.4 76.7 -71.5 71.5 -62.4 62.4 - 58.0 58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -187.3 76.7 -174.1 76.7 -159.7 76.7 -148.8 76.7 -139.2 76.7 -130.8 76.7 C -112.3 76.7 -94.3 76.7 -86.3 76.7 -72.9 72.9 . -62.4 62.4 -58.0 58.0 -53.2 53.2 -49.6 49.6 -46.4 46.4 -43.6 43.6 86.919 24.000 38.919 A -71.3 71.3 -69.7 69.7 -66.9 66.9 -59.6 59.6 -52.3 52.3 -49.6 49.6 -45.9 45.9 -42.8 42.8 -39.9 39.9 -37.3 37.3 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -196.6 76.7 -165.3 76.7 -152.5 76.7 -138.8 76.7 -128.5 76,7 - 119.6 76.7 -111.8 76.7 C -71.3 71.3 -71.3 71.3 -71.3 71.3 -85.5 65,5 -55.1 55.1 -50.8 50.8 -46.3 46.3 -42.8 42,8 -39.9 39.9 -37.3 37.3 95.973 26.500 42.973 A -58.5 58.5 -58.5 58.5 -58.5 58.5 - 54.9 54.9 -49.5 49.5 -46.7 46.7 -43.6 43.6, -40.5 40.5 -37.6 37.6 -35.1 35.1 B -175.5 76.7 -175.5 76.7 -175.5 76.7, -175.5 76.7 -158.4 76.7 -145,5 76.7 -131.8 76.7_ -121.5 76.7 -112.8 76.7 -105.2 76.7 C -58.5 58.5 -58.5 58.5 -58.5 58.5 - 58.5,68 -52.8 52.8 -48.5 48.5 -43.9 43.9 -40.5 40.5 -37.6 37.6 -35.1 35.1 32.8 108.649 30.000 48.649 A -46.5. 46.5 -45.6 45.6 -45.6 45.6 -45.6 , 5. -45.6 45.6 -43.4 43.4 -40.8 40.8 -38.2 38.2 - 35.3 35.3 -32.8 B - 139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -124.9 76.7 -114,5 76.7 -105.8 76.7 -98.3 76.4 C -46.5 46.5 - 45.6 45.6 -45.6 45.8 -45.6 45.0 -45.6 45.6 -45.6 45.6 -41.6 41.6 -38.2 38.2 -35.3 35.3 -32.8 32.8 115.892 32.000 51.892 A -41.6 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -39.2 39.2 -37.1 37.1 - 34.3 34.3 -31.7 31.7 B -124.7 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 78.7 -120.3 76.7 -120.3 76.7 - 111.6 78.7 -102.8 76.7 -95.2 74.1 C -41.6 41,6 -40.1 40.1 -40.1 40.1, -40.1 40.1 -40.1 40.1 -40.1 40,1 -40.1 40.1 -37.2 37.2' - 34.3 34.3 -31.7 31.7 122,000 33.687 54.627 A -38.2 38.2 - 36.2 36.2 -36.2' 36.2 -36.2 6.2 -36.2 36.2 -38.2 36.2 -36.2 36.2 -36.0 36.0 -33.6 33.6 -31.0 31.0 B -114.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 t6.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 -100.8 76.7 -93.1 72.4 C -38.2 38.2 -36.2 36.2 -36.2 36.2 -36.2 36.2 -36.2 36,2 - 36.2 38.2 -36.2 36.2 - 36.236.2 -33.6 33.6 -31.0 31.0 123.135 34.000 55.135 A -37.6 37.6 -35.5 35.5 -35.5 35.5 -35,5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 B -112.8 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -100.4 76.7 -92.8 72.2 C -37.6 37,6 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -35.5 35.5 -33.5 33.5 -30.9 30.9 126.00,0 34.791 58.418 A -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9-33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 B -108.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 - 101.8'76.7 -101.8 76.7 -99.6 76.7 -92.0 71.5 C -36.3 36.3 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9,33.9 -33.9 33.9 -33.9 33.9 - 33.9 33.9 -33.2 33.2 -30.7 30.7 130.000 35.896 58.209 A� - 34.5 34.5 -31.9 31.9 -31.9 31.9 ` -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9-31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 B -103.5 76.7 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6. 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -90.9 70.7 C -34.5 34.5 -31.9 31.9, -31.9 31.9 -31.9 31.9_ -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 130.378 36.000 58.378 A - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 ' -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 B -103.0 76.7 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 . -95.1 74.0 -90.8 70.6 C - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7_31,7 - 31.7 31.7 -31.7 31.7 -31.7 31.7 -31,7 31. 7 -30.3 30.3 134.000 37,000 60.000 A -32.9 32.9 -30.0 30.0 -30.0 30.0 -30.0 30,0 -30.0 30.0 � -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 B -98.7 76.7 -90.1 70.1 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 , C -32.9 32.91 -30.0 30.0 -30.Q 30.0 -30.0 30.0 -30.0 30.0_ -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. NOTES: L1 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALL NG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Revae ay FK Revco By: Revatf F.K ne(e: 3.111413 >b� 10/17'75 A Arretiorr A X 0 X UNEQUAL LITES X O UNEQUAL LITES 0 X UNEQUAL LITES PRODUCT RENEWED as eemplyias with the PI M& sotdIa3 Aecticsmce No 0 : • 11as Ditc _s. m`.1 24)13 et* t. eetasst Div on pi�rst,p�"' em ne. t8s•M 9 •. OWN ADDED NOTE REVISE ANCHORAGE NOTE Drawn ay: F.K. 112/12102 Chedod Ely bah: f toro TECHNOt DoVDRwE NOKOMIS, Fr 34275 P.O. PDX 1,529 NOKOMIS, F4 34274 PRESSURES- UNEQUAL CONFIG, XO, OX & XOX y. ALUMINUM CASEMENT WINDOW, NON - IMPACT Visibly Better sneer m,.wrm R.K CA-540 NTS 8 0 12 7045 -9 B Ir lI %2(,/64c Lutes A. Turner, P.E. PE 058201 Mechanical REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. VENT L� DAYLIGHT OPENING rs") (SEE SHT. 2) v:J MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2), MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX REFERENCE "XX" FRAME „iv- ASSEMBIN DETAIL, SHEET 10 MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT. 2) HORIZONTAL SECTION - XX PRODUCT RENEWED as tamely inq pks the Raldr gelding Cada AeaNa DiUrr MAX. HEIGHT (SEE SHTS. 2 & 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) • MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X 44.48x &ow F.K. 3H1A19 A4,44 e7t Dole F.K. 1011 NOS m+sd sr. aa: VERTICAL SECTION OPERABLE UNIT A *MOWS: 8 VERTICAL SECTION FIXED UNIT . NO CHANGE THIS SHEET ADO ITEM 89 1010 TECHNOLOGY DRIVE NOKOMtS Fl. 34273 P.O.90X 1528 NOKOMIS. Fl. 34274 Om." Br Dole F K 12/12702 Carded es ow: Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT ew.n"da CA•640 NTS oe.enr "a 9 r 12 7045-9 (4vr, r Lutes A. Turner. P.E. PE #58201 Mechanical FRAME ASSEMBLY TUBE "X" FRAME JAMB m #12x1 PH ET K SKIS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O:C. W/ (2) SCREWS TUBE 3" APART AT MID -SPAN "X" FRAME JAMB "O" FRAME JAMB eerie "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL SASH FRAME TOP OR BOTTOM RAIL 8x1 QUAD PH SMS (2) PER CORNER • ' SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 1.376" 440" .095" I CASEMENT BACKING PLATE MATL: 6063 =T6 DWG# 7071 34" 2.854" .062" NOM. 1.159" 2.139" (5 SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" ,062" NOM. L-2.784" —� 0 FIXED FRAME HEAD„ SILL, JAMB MAIL: 6063+T6 DWG# 7005A .062" NOM. 2.784" 2,919" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT RENEWED as coc pgtagwlth The Ftarl4t Mel, a: -• left DAN 4∎717;/.: Steam NEVINS slassOtbstat Se Moan hr F.K. Mena ter F.K. Oaq: 3/1UO3 OW' 10/17/06 A Protegee: 8 REVISED FRAME ASSY DETAIL SCREW SPACING ADD ITEM 89 e: or F.K. Dale. 12/12/0 Be Dew 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NO14OM1S, FL 34274 PCT Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT CA-840 NTS 10 n 12 7045 -9 Aer B Lucas A. Turner, P.E. PE #58201 Mechanical PARTS LIST DWG it POT. ft ITEM DWG # POT. # DESCRIPTION FIXED WINDOW FRAME • HEAD, SILL & IAMBS 81 1 7002A #8 X 1 QUAD PN SMS MAIN FRAME - HEAD, SILL & JAMBS 7010 2 1155 78IPQA #8 X 1 QUAD PH SMS INSTALLATION HOLE COVER 89 3 7008 CASEMENT BACKING. PLATE (SEE NOTE 4, SHEET 12) FRAME CORNER KEY 4 1/2 "X112 "X118" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA #8 X 1 QUAD PH SMS 1 7017 67017K BULB WEATHERSTRIP .187X.240 I 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI-POINT LOCK 10 7026 LOCK SUPPORT PLATE II #10 -24 X .562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER (R.H. & LH.) 13 1157 78X78PPSMS #8 X .875 PH. PN. SMS 14 7013 TIEBAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR '( d 17 7027 MAXIM DUAL ARM OPERATOR . 18 7030 OPERATOR GASKET • 19 7031 PLATE , a 20 ,BACKING #8 -32 X 37S P14. PN. TYPE B 21 7032 STUD BRACKET (LH. & R.H.) 22 7858ZA #8 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) i 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) , 26 710x12FP #10 X 300 PH. PHL 30 DSB, 1/8" ANNEALED GLASS . 31 3/16" ANNEALED GLASS 32 3/16" TEMPERED GLASS 33 1/2" LG. GLASS (tom 1 /4 " SPACE, 1 /8 "A) 40 • 7037 GLAZING BEAD (DSB, 3/16) 41 7042 GLAZING BEAD (1/2" LG.) 43 1224 6TP247 VINYL BULB WSTP CK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 - PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78xI2PSTW/B #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712X1PPT #12X1 " PH. PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T HANDLE KNOB 72 7018 7PLDIID tiOLD1NGHANDLE 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS ITEM DWG it POT. ft DESCRIPTION 80 7005A FIXED WINDOW FRAME • HEAD, SILL & IAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 89 7071 67071 CASEMENT BACKING. PLATE (SEE NOTE 4, SHEET 12) 0 3/16 ",1 /8" GLAZING BEAD MATL: 6063 -T6 ' bWG# 7037 1/2" I.G. GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" 1.000" .423" 0 CASEMENT SCREEN FRAME MATT.: 6063 -T6 DWG# 7006 .125" .062" • 1'993" n--:289 " - \ � ®INSTALLATION HOLE COVER man: 6063-T6 DWG# 7007 1.124" 2.701" .093" 0 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063-T6 DWG# 7004A RemtyMRBOICT3E1e WPD A iL � *moque L r*2014 2014 N. � illeSUCTRIMISO ismineetbrelStterbelb tWat Itsgellba w✓l, f Nobles • 17rem er F.K. 311: 1/03 boa: 10117/05 ,. ti12/02 A NO CHANGE THIS SHEET ADD EOUN. TO ITEM 44, SILICONE AND NEW ITEM 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 F.0.1108 1829 NOKOMII, FL 94274 PARTS UST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT CA•840 Sub: NTS 11 - 12 7045 -9 B t (7- ( /2r Lucas A. Turner, P.E. PE 088201 Mech"n4cea A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 r- i SEENOTE2 lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM f-- £ SEE NOTE 2 MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM ASEE NOTE 1 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM &SEE NOTE 1 SSEE NOTE 4 1 1 /4" MIN. OPERABLE UNIT FRAME TO CONCRETE 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 6\ SEE NOTE 1 SEE NOTE 4 SEE NOTE 4 ID) 1 41:1 11 Ititlll lltt> .. —»� 1 1/2" --.-I 1 114" MIN. MIN. ...... FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK • 1 1/4" MIN. FIXEI3 UNIT FRAME TO CONCRETE NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: & 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x'ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR 4 APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE M AMI -DADE COUNTY. as PRODUCT tag with the Raiding Cc& •I ,44ncr,G twasticildrOSS i wrs ialip0 ../121.09 rte. tZIPZI•S Rea 4ar a": AK 3/11/03 are: 12/12/02 A ADDED #1 4 SCREW OPTION 6 REVISE NOTES AND REMOVE 3/16' TAPCONS 8 #14 SCREWS Re G,dal ar. 1070 TECHNOLOGY DRIVE NOKOMIS. PI.34279 P.O. BRk 1529 NOKOMIS. F. 34274 itT Visibly !letter ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT 4 "r4y -R 0.4440 NTS 12 01 12 p'mro 7045 -9 B Lucas A. Tumor, P E. RE #68201 Mochanlca1 Jun 2e I. 13 an r.oLftuY Ji' AND AND ICE This subn concept complete construct coord i slat! the respon No i SR 0 Ce NW 98th 3006807382 P•2 1vtt*MI -t1ADE COUNTY rttODl1Cr CQNrROL SECTION MOOD COMPLIANCE »LPANT 11 NT (IINC} 1 301 SW 26 Stu*, Rasa 201 CMINICEMTION DIVISION Mimni, Florida 331734474 T t"1d61313.2590 F(7114) 315 -2399 CCEPTANCE (NOA) wmrsvanmtottle, Ji unditi . ar i1M • um !! 33018 OA is hei ; � ;-,.: m.= under the applicable rules and reguIedons governing the use of ioa is. The a. !It ration submitted hap beer reviewed by Miami -Dade County Product Control Section bs► : of Rules and (BO3tA) to he used iin Miami Dade County and other areas r , allowed , .. Authority Having 3 ..:on (AH1). OA shall' 1i be valid alai• the expiration date staiad below. The Mienii -D Count)' Product Control (in M' f!� jade County) and/or the AH3 (in areas other than Miami Dade County) reserve the right this � � or materiel tested for quality assurance purposes. if this product or material fails Co . } +, in the .trod manner, the manufacturer will incur the expense of tech testing and the MU may re modify. of attained the use of manna product yr material within their jurisdiction. BORA the ri = revoke this acc p ante. if it is deamolned try Miami -Dada County Product Control that t Ili' ., uct or material fails to moot the requirements of the applicable bulking code. W31 is - . red as described heroin, end has been designed to comply with the Florida Building ,M includlag 1.- High Velocity Hurricane zone. 1 r . fit+ t' t3 ,11 . ; . 524 Steel $vetioust Gamma Doer up to W-2" wide w W slow Lite Option ik OVAL t I i1 U `t Drawing No. 00-15, tied "Sectional Garage Door'", dated 0&24100, with last III ►, ; ,:, )a ��A 17/08. sheets 1 through S of 5, prepared by Al -Ferooq Corporation, signed and sealed by 1004. • ,4� + Ahead, P •�� bearing the Miami Dade County Product Control renewal etwnp with the Notice of I ! ., �x..,, , , � 0 end expiration date by the Miami "Dade County Product Control Seaton. it . ?th,)� 1 + RATING1 Large and Small 'Wasik Impact Resistant tit : unit shalt beer a permanent label with the manufacturer's name or logo, city, orate and t t! ?� "Miter -Dade County Product Control Approved ", palms otherwise noted herein. iii r NOA shall be considered after a renewal application has been filed and there has been WALo �.�. H 1,11, gar loth . —Hirable building code negatively affecting the performance of this Induct. it ATit + of this NOA will occur after the mxpintti n data or if there Ins been a revision or choose w , . materials, t! and/or manufacture of the product or process. Misuse of this NOA es an endorsement of 7 , Odom fo , _ advertising or any other purpose shell automatiosily termisseto this 14QAA. Failure to ,, „I? with , , I -, *don of this NOA shalt hs cease for termination end removal of NOA. 9 ,, t ” . tti i.iir. I w '<, utialiscrJed by 11w11 words Mlaml-Dade Miami-Dade County. Florida, and followed . r E, , �� .+ in advertising literature- If ens' portion of the NOA is displayed. then It ... of this entire NOA aha11 bepr�avtded m the user of s manufacturer Wilding or tes r i� t i $At sago 1 and widows paw 8 -1 and Vet as well as aches It idsrbossafety precautions . :,,;1t. , ��t.�,,;,�:•,, ;, tow atteltratdcbrilitiostMnUtrern, P..,- " her trod -� nd performance of systems remain b Gard ng 0 Make EI NOA No. 10-101405 Expiration Data February 22, 2010 Approval Date: February 04, 2011 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 00 -18, titled "Sectional Garage Door ", dated 08/24 /00, with last revision D dated 12/17/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-0128.03" 2. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional. Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08-1106.0.5" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS "Submitted under NOA # 09- 0128.03" 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) it arlos M. Utrera, P.E. Product Control Examiner NOA No. 10- 1014.05 Expiration Date: February 22, 2016 Approval Date: February 09, 2011 E -1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07- 0301,10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05- 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM ("155 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing, Ine., Report No, HETI 04 -A002, dated 09/27/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/04 signed and sealed by I. Ghia, P.E. 7. Test Report on Self - Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material ", prepared by ETC Laboratories, Report No. 04- 761 - 15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted under NOA # 09- 0128.03" 1. Statement letter of code conformance to 2007 FBC, issued by Al- Farooq Corporation, dated 12/15/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 12/15/08, signed and sealed by Humayoun Farooq, P.E. 0 //J Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10-1014.05 Expiration Dec February 22, 2016 Approval Date: February 09, 2011 E -2 O 7 -1/2' X 3" X .071° OALY. STEEL END ROLLER HINGE W/ (6) #14 X 5/8" SMS 7 -1/2" X 2 -1/2" X 18 CA. GALY. STEEL CENTER HINGE WI (4) #14 X 1/2' SIPS LOCK 2/ DOOR TOP FIXTURE 5 -1/2" X 2 -3/4' X 0.1 STEEL PLATE WITH ONE 5/16 -16 MS WI NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE SCH. 'A' -r- A �■�� II ��I ID■�IIii II I��■NI 11 11 h!�I I II 1 OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE 15/16'W X .15 THK. LATCH SPRING 'LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) ® 14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS 7 X 7 GALV. AIRCRAFT TYPE CABLE & RICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7° X 3' X 12 GA. WITH (4) /14 STEEL PLATE SELF DRILLING SCREWS STD. UFCTK �R DOOR HECHT CONSISTS OF 6' -8" 2 SECTIONS 18" 2 SECTIONS 21 B'-9' 1 SECTION 18" 3 SECTIONS 21" Y 4 SECTIONS 21' - 7 -3' - - 7-8" 8 SECTIONS 18" - 7 -9" 4 SECTIONS 18'f 1 SECTION 21" 8' 3 SECTIONS 18° 2 SECTIONS 21' 8' -3' 2 SECTIONS 18" 3 SECTIONS 21' 8•-8" 1 SECTION 18" 4 SECTIONS 21` 6' -9' 5 SECTIONS 21" - 9' 6 SECTIONS 18" - 9" -3" 5 SECTIONS 18" 1 SECTION 21° 9'-8' 4 SECTIONS IN" 2 SECTIONS 21" 9' -9' 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18 4 SECTIONS 21' 1O' -3` 1 SECTION 18' 5 SECTIONS 21' IO' -'8" 6 SECTIONS 21" - 10' -9" 8 SECTIONS 18 1 SECTION 21 11' 5 SECTIONS IN" 2 SECTIONS 21" 1I' -3' 4 SECTIONS 18 3 SECTIONS 21 11'-6' 3 SECTIONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18' 8 SECTIONS 21' 12' -3' 7 SECTIONS 21" - • T2' -8' 8 SECTIONS 18' 2 SECTIONS 21" 12' -8` 5 SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS 18" 4 SECTIONS 21` 13 " -Y 3 SECTIONS 18'r S SECTIONS 21' 13'-8" 2 SECTIONS 16` 8 SECTIONS 21` 13' -9" 1 SECTION 18" 7 SECTIONS 21' 14' 6 SECTIONS 21' - 14' -3" 6 SECTIONS 18' 3 SECTIONS 21" 14' -8" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9' 4 SECTIONS 18' 5 SECTIONS 21" 15' 3 SECTIONS 16" 8 SECTIONS 21' 15' -3' 2 SECTIONS 18" 7 SECTIONS 21" 15 -8" 1 SECTION IB' 8 SECTIONS 21' 18 -9' 9 SECTIONS 21' - I0" 8 SECTIONS 18" 4 SECTIONS 21" BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X. 3 -1 /a" X .010" STEEL WITH (4)Ag 4 X 3/4' SOS CENTER STILE OUTSIDE HANDLE 8 END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8' SMS 18T X .6W LOCK BAR ENGAGES IN TRACK . ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE II•111 I��!! INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR I THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT CENTER STILES SC14010.E A" 8 -0" TO 9' -10 DOOR WIDTHS 1 N Owl I!il I!ill II. 18-0" TO 11 -10' DOOR WIDTHS I. U�!I ail {IIIIII 12 -0' TO 13 " -10' DOOR WIDTHS CENTER STILES CONFIGURATION DOOR WIDTHS I OF CENTER STILES 8'-0" 10 9' -10" 2 10'-0` TO 11'. -10" 2 12'-0" TO 13' -10' 3 14' 4' TO 15 -10' 4 15' -11' TO 18' -10' 5 DAB DOOR MODEL 824 MAX. SIZE 16 " -2' WIDE X 16' -0" HIGH DESIGN PRESSURE RATING e + 56.0 PSF - 64.0 PSF GENERAL NOTES I. THIS PRODUCT HAS BEEN DESIGNED AND 1LSILU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. AU. BOLTS. NUTS AND WASHERS SHALL. BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A WAD DIIIATION !MUSE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Engr. 4WD AHMAO FLA. PE if 70592 CAN. 3338 EP 14 2610 mom= RIMWED as ogagiyingwilistbellorklb 04 S. a a 8 a 6 6 R� F c u _Op E; 0 4 agd 8 G i drawing no. 00 -18 (sheet 1 of 5 ) 18 GA. X 2 -1/4" 5 2' GALV. STEEL U.BAR REINFORCING TRUSS 0 TOP OF PANEL. TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 19 14 X 5/8' S.MS. AND D FOUR if STILE 5 3/4" SELF DRILLING S. (2 ) 18 GA. X 2 -1/4 X 2' GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TOVERI MEDIATE STILES W/ 4II� S� AND TO END FOUR if 14 XE 3/4" SELF DRILLING S. BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.N.S. ® 48" O.C. AND RUBBER WEATHERSTRIPPING ]ST SECTION (BOTTOM) REINFORCING MOULDING OPTIONAL BY STOP INST STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/18" X 1 -5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A ONE PER BRACKET SOUTHERN PINE 0.55 S.C. 18 CA. X 2 -1/4' X 2' GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO if 14 X 5/8" S.A.S. 8F FOUR iD 14 STILE 3/4" SELF DRILLING SCR. 2ND SECTION REINFORCING (. 14 X 5 /B" SI4S 8 PER HINGE 1/2" X 1 -3/4" X 16 GA. N TUBE ® TOP &BOTTOM OF EACH PANEL i18 GA.RCING TR" XX 2" GALV. STEEL U.BAR STILES W/ FASTENED iT 14VERTICAL INTERMEDIATE 5/8" SASSE WI FOUR @ 1S4Tt X 3/4" SELF DRILLING SCR INTERMEDIATE SECTIONS REINFORCING 1/2" X 1 -3/4" X 18 GA. FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH 3/18' POP RIVETS 0 12' O.C. 1 -7 8' X 2 -5/8" X 18 GA. STEEL STILE POP RIVETS 14 X 5/8" S.M.S. 4/ HINGE 1/2" PUNCHED HOLES 0 4' O.C. 16 GA.X 2 -1/4' X 2° GA.V. STEEL U.BAR REINFORCING TRUSS STIILLEESS W%"TENTf # TO 14 X 5VERTICAL INTERMEDIATE AND TO END STILE W/ FOUR if 14 X 3/4" SELS DRILLING SCR. TOP SECTION REINFORCING 3/4' X 2" X 2 -1/2° X 18 GA. STEEL END STILE EDGE 3/8" WA W POER -BOLT BY 'POWERS' DISTANCE 2' INN. EMBED INTO 3000 PSI MIN. CONC. • 2° -MTN. EDGE DISTANCE ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1 -3/16" 1.9° X 2.19' X 3.3° X .090° STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 2 -1/8" X 1° X 14 GA. GALV. STEEL TRACK W/ FASTENED' TO .TRACK RUSS H0. M.S. & LOCK NUT 7/18° PUSHNUT INSTALLED ON ROLLER SHAFT 18 GA. GALV. STEEL CENTER HINGE SECTION 8 —® INTERIOR SIDE ROLLER HINGE 1.82" CIA. ROLLER Evan JA AHNAD CIVIL F1.9. PE 70592 C.A.N. S 14 2010 aT4Fiorih • 0 3 v 0 C 8 v 0 8 3 k sheet tot 5 ) POP RIVETS 2 -3/4° X 5 -1/2" X 3° X 12 GA. 2" CAIN. STEP. 5/16" X 1 -5/8° LAG SCREWS INTO WOOD OR i l 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY _ 3 PER BRACKET 2 -1/2" X 4 -1/4° X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2° X 14 GA. ANGLE _ WITH (4) 1/4 -20 SSE BOLT &NUTS WIRTZ. TRACK SUPPORT. CENTER SUPPORT REDO. ON DOORS EXREEDING 8 FT. IN HEIGHT / Id I A �- -� 2 X 2 X 1/8" HORS. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" O.C. REST AT 9" O.C. CONNECTED TO FLAG BRACKET ANGLE ({,,, /1� T� • sY co 8 I 1 I TOP ROLLER BRACKET (DOUBLE) I FASTENED W/ (6) ( 14 X 5/8" S.M.S. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306) 264$AO0 PAIL (305) 2626978 W/ 3/8 -16 x 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE was (2) 1/4 -20 X 5/8" BOLT & NUT -�j 14 G0. CAW. STEP. ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/76 -16 X 3/4` _ HEX HEAD M. SCREWS & NUTS. / ,' I, CC A..-. J VLIRACK LENGTH o OPENING HEIGHT PLUS 12" r� HORIZONTAL REINFORCEMENT 1/2° X 1 -3/4` X 16 GA FORMED STEEL CLUED NS �� YERTICAI. TRACK 11111 14 GA. GALV. STEEL TRACK 2 -1/8" X 1" x •080" SECTION A -A • ME ,' _ _ TO PANEL AND FASTENED TO VERTICAL STILES WITH 2" X 5 -1/2.° X .104° (2) 3/18" POP RIVETS FASTENED W/ (4) H 14 X 5/8" STEEL TOP ROLLER BRACKET FOR ' LOW HEADROOM DOOR OPTION AF • • DOOR "EIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 133 B4 05 86 87 88 — HORIZONTAL REINFORCEMENT _ t /2" x t -3/4` x t6 ca. FORMED STEEL GLUED TO PANEL AND FASTENED TO YERTICN. STLLiS WITFI (2} 3/18" POP RIVETS 1.81" DIA X 5" ROLLER SHAFT OPTIONAL INSULATIONS:. RV 'DTPLAST PROTIUM 11 C' o SECTIONAL GARAGE DOOR }� DAB DOORS INC. 12195 N.W. 98 TH. AVE. HIALEAH GARDENS, FL 33018 TEL (305) 556 - 6624 .-..i �■ ■ 8•-O" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - ■ " 6' -6" 21" 18" 18° 21" N/A 1° 11 -3/4" 23" 34" 45" 58" 67" 7' -O° 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34° 45` 56" 67° - r -6" 18" 18" I8° I8° 18" 1° 11 -3/4" 23" 34° 45° 56" 67" 78 -1/4" 8' -0" 21" 18° 18° It 21" 1" 11 -3/4" 23" .34" 45" 56" 67" 78 -1/4" 'oj'e: •- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 IT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10" O.C. (� . �.► -tea'- 1.9° X 2.19° X 3.3" X .090" STEEL TRACK BRACKETS 2 -3 1CT / 4 � • EPS- EXPANDED POLYSTYRENE _ DENSITY .. 1.05 PCF N.O.A. 807 - 1107.06 OR 150-25 ANURATE DDWITY �2.0 P N.OA 807- 030t.IO 0 F — BY 07-1016. 14 GA. GN.V. STEEL ROLLER HINGES FASTENED D TO TRACK WITH ) 1/4" BOLTS & NUTS. a m } �M! I { ll� �_ % 11( O 1 '" a g i QQ N ! � &I %��- � LIFT HIGH L1F STANDARD LIr LOW -_ HEADROOM gw `'I� , DRAWING ROLL FORMED STEEL PANEL MIN. YIELD STRENGTH . 34 KSI TRACK CONFIGURATION WITH PR9lOR BAKED -ON APPLIED TPAINTED HH TOP OF STEEL 0 pS O$ n - - - II� ° VERTICAL 0V0 DGLi� TRACK AVAILABLE TRACK OPTIONS ! i 6 t k 8 - k I■— Env: p �ca�rL 35ie� EP 14 2010 PRODUCTRWNBWBD oompiyLgsrheuheitOt ihdlaneCode '"°°`�"`°. ' rs�b BOTTOM BRACKET FASTENED i . WI (4) 8 14 X 5 SMS �" 1 drawing no. 00--18 SECTION A -A . ,g, . Pso&avtOookof {sheet 3oi 5 WOOD FRAME BUILDING$ STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 STUDS. TREATED GRADE 2 SW OR BETTER WOOD STUD WALLS TO BE CONY. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERITY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X8 SYP WOOD 'JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 10" O.C. INTO BLOCK WALL. WITH 2 -1/4" MN. EMBED 8" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MN. EMBED 2 -1/2" MN. EDGE DISTANCE 1/4' TAPPER BY 'POWERS' WITH SPACING OF 7` D.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED 8" O.C. INTO 3000 PSI CONCRETE. WITH 1 -3/4" MIN. EMBED 3" MN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LOT BY '11W' WITH SPACING OF 18" O.C. INTO 3000 PSI CONCRETE. WITH 2 -1/2" MIN. EMBED 3" MN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HTLII WITH SPACING OF . 8° O.C. INTO BLOCK WALL, WITH 1 -1/4" MIN. EMBED, 4" NN. EDGE DIST. 9• D.C. INTO 3000 PSI CONCRETE, WITH 1 -1/4• MN. EMBED AND 2 -1/2" MN. EDGE DISTANCE �UROFTN�DEBTEBBWITH FOUR % S B RS EXTENDING INTO FOOIGNVINTOIBEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. ,PREPARATION OF JAMBS BY OTHERS ▪ B STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/18" 018. BOLTS H WASHER & NUT AT 12" O.C. MAX. 1-1/4" X 2 -1/2" X 14 CA . STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS 33" LONG AT 12" O.C. N DOOR OPNG. AT 18° O.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" 141.0 SLEEVE BY 'HILTF CONC. 1 -1/4" 8" 3° 1/2" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1 -1/2" 8" 4° 3/8 "•DYNABOLT BY '111 CONC. 1 -1/2" 9° 3 -3/4" 3 8 POWER -BOLT BY 'POWERS' CONC. 2' 8" 2" 3/8" SLEEVE -ALT. BY 'SIMMONS' CONC. 1 -1/2" 8° 3-1/2" EDGE DIST CONCRETE /'e a 3000 PSI MIN. C -90 GROUT FILLED BLOCK Pm a 2000 PSI 2 -1_ /B" X 1" X 14 GA. DAL . STEEL TRACK FASTENED TO TRACK PLATES W/ (2 ) 1 /4- 20X5/8" TRUSS HD. sLOTTM MS. & LOCK NUT ALTERNATE TRACK INSTALLATION Engr JAVAO AHMAD wL FLA. PE II 70592 C.A.N. 3538 P 14 2010 PRODUC TRENEWBE wiansplyingwiththoPkwida Q Yilg' B C, 0 m 0 C n d s a 4 s 0 c I I s drawing no. 00 -18 (sheet 4of 5 ) (sheet 5of 5 ) DOOR PANEL 24 GA. (.024) STEEL MIN. 7/I6" DIA. WASHER 0 I I tLt' 11 11 III 18 X 3/4" SMS 0 3/8" FROM ENDS AND r O.C. MAX. (4) #8 X 3/4" SMS 0 1 -3/8" FROM ENDS AND 8-1/2" O.C. MAX. .175 X .002 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SARK INNOVATIVE PLASTICS NOA #08- 0305.02. .175 X .062 DEEP GROOVE (4) #18 X 3/4" SMS 0 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. (8 X 3/4" SUS 0 3/8" FROM ENDS AND r O.C. MAX. 7/18" DIA. WASHER DOOR PANEI. 24 GA. (.024) STEEL MIN. 21 3/4" MAX. WOW. WIDTH g G I t81/ MAX. a * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 1.765 1.144 176 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION n^ 18 X 3/4" SIAS ID 3/8" FROM ENDS AND 4-1/2. O.C. MAX. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 175X.082DEEP GROOVE DOOR PANEL 24 GA. (.024) STEEL MIN. GLAZING BITE MOM/ 660TH Ent AVM AHMAD CIVIL FHA. PE # 7 392 DAN. 3�tl.37Bd SE 1 4 2010 _ mewltA Ftodes foxspegeN0 ,_< 05 a 8 I is drawing no. 00 -18