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WINDOWSI nspection Number: INSP -1 Inspection Date: 03/23/2006 Inspector: Grande, Claudio Project: <NONE> Job Address: 453 92 Street NE Building Department Comments Wednesday, March 22, 2006 s$ Owner: ROLPH, RODNEY & FRANCES Miami Shores Village, FL Contractor: ATRIUM CONSTRUCTION GROUP Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL i Ph n e: (305)795 -2204 Fax: (305)756 -8972 P20O1 i67 Permit Type: Imported Permit Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 1 of 2 Passed Inspector Comments w_saktis D e--, r G� Vet) __ � (z� 5 Failed Correction Needed'' Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP -1 Inspection Date: 03/23/2006 Inspector: Grande, Claudio Project: <NONE> Job Address: 453 92 Street NE Building Department Comments Wednesday, March 22, 2006 s$ Owner: ROLPH, RODNEY & FRANCES Miami Shores Village, FL Contractor: ATRIUM CONSTRUCTION GROUP Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL i Ph n e: (305)795 -2204 Fax: (305)756 -8972 P20O1 i67 Permit Type: Imported Permit Inspection Type: WINDOWS Work Classification: Window /Door Replacement Block: Phone Number (305)762 -6756 Parcel Number 1132060140260 Lot: Page 1 of 2 Building Department BUILDING PERMIT APPLICATION FBC 2001 ! at1C n 4 znos Permit Type (circle): Building Miami Shores Village m ococi -- i 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) /QOdVEy E f le4NCF$ ALPS,/ Phone # 30s- ?C1 6.856 Owner's Address (53 /VC sr' City MA11/ SHDIS State FL-. Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) /3 3 WE 92. sr City Miami Shores Villa e County Miami -Dade Is Building Historically Designated YES NO A Qualifier Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) 1 4,000 Structural Plan Review. $ Permit No. Master Permit No. 3 3/38 zip 3.3/38 ew5 -1 IL7 ing Mechanical Roofing Contractor's Company Name o h7 /(Jkof COA/7 Gji3) CL J Phone # 3 0- Sl 0 - Og3 7 Contractor's Address /0 9. 9 3 ,yul R s/ .4 - 2.2 City 7 QA L State FL. Zip 3 3 1 i 11 State Certificate or Registration No. CC — C f.5 !) ?T$ 3 Certificate of Competency No. 002 — / 0 tLr t/ Square Footage Of Work: Type of Work: ❑Addition ❑Alteration gNew ❑ Repair /Replace ❑ Demolition Describe Work: /NS7/'htcA TioN Of /it 6i/ / i•oher Gv /AMoz,.,/S ell * * * * * * * * * * * * * * * * * * * * * * * ** Fees ** * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ �� CCF $ Z - 4-0 COICC Notary $ Training/Education Fee $ O S Technology Fee $ 5. DO Scanning $ G. 00 Radon $ Zoning Bond $ Code Enforcement $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *****************_************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: / U — C C ' S Plans Examiner Engineer Zoning chc 05/13/03 Miami Shores Village loo M gmPll A.......... . VV /1.11%.1/111/111111.1 Phone: 305 - 795 -2204 Permit Number: BP2005 -1167 Printed: 8/5/2005 Applicant: FRANCES Owner: ROLPH JOB ADDRESS: 453 NE 92 Parcel # 1132060140260 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit ROLPH FRANCES ST Contractor ATRIUM CONSTRUCTION GROUP Contractor's Address: 15249 SW 109 ST Local Phone: Page 1 of 1 Legal Description: 6 53 41 MIAMI SHORES SEC 2 PB 10 -37 E1/2 LOT 18 ALL LOTS 19 & 20 Fees: FEE2005 -10696 FEE2005 -10697 FEE2005 -10698 FEE2005 -10699 FEE2005 -10700 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $200.00 $2.40 $0.80 $5.00 $6.00 $214.20 Total Fees: $214.20 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/1/2006 Construction Value: $4,000.00 Work: INSTALLATION OF HIGH IMPACT WINDOWS AUG 0 5 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 53 NE 9a s t Permit No. 06( / , Opening Description of Window or oor or u ion Product Acce . tance um 'er Product A ' royal _ 1 es go ressure Opening Design Rough Openin • Shutter Required Mullion Re • uired Im act ressure 'es o 'es o Yes o (+ PSF ( -) PSF +) PSF -) PSF maw ° it ,, , 4 . -0( . . , 0 . N 0 MP/2 u) L � lvotftko0, VDU 44 Ell 04 -r 3/5. x(s YcS Y0 IIIMMill i�i.'rrl[1� . i, t [u 1 " I1.1 •0L5 65 . .. - _ • • • • •••• •• • .. . • • • .... .... . •••• •••• •••• . •• •• •••• . IIMMENNEOMMiiiiiiiiiiiiiini IM . �■ „ t#.4, `w r • • . • • .... .. • .... • • . .. • • ••• • • •• • .. • • • •• • •..• •... • ••• •••• •••• ... • . .. •••• •• •• • • • • • ••.• • • • .. .... • • . .. • ... • • • •• • • .. P7PGST 173q • • •.• • • • ••. .. . • • • • 400 .. • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • .•. • • • • ••• . • • • • • • •. • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. • 44) • . 000 • • • • • • *00 • . drawing no. W03 -33 sluat ' of - 1 M „ v 1913171 NQ 4 RICO. TIN SEAL MCATMCRSTP - UL7RAPA$ to V•X .170 OR E0104, • • Alt A7e� 14779 V -4733 AS 0(00. OlM RFAMLRSTRIPPIHO - owe `11 :7L.,1� • - - lV ( /370 7e Alt 1.103 t I - 1 • ■ AS 1(00. ASST OCREM 0 • 1 M SINS t N 4 • • • I - -14691 j PI+l 6 - 2/tN1 ►DILO 141. - M SCREW -SILL 18 s Y • SMS S( yt • FRAME SILL (FLANCf) 1.361 t1 IAA - - • • • ■ 1.6,1 .177 L6 A6t M FRAME SILL (FIN) JAMB SRI/ - _ 4/P ROUX” NOOSING • DUtOE DEI,s AT (ACM•1ro °FAINT • • J q � toe eJe6o - 4 /PAxn rKxLR snvT sr. MCI. - • - • 1 03 _ • ... 1 .175 All TTM f - 2/011400(0 WILE NY1 AN AT 4' FROM EACH ENO • - i'-:i I X g { I I 1370 I 2/5AFnIL 6VRE SCREWS 16 i 1/2 INS ' .709 .709 ! ��33 t.611 r 1270 Wti 131 I 1.6,1 n J L 11{ Llfl1 � _ I L,a7 -I .e77j— MS MEE7INQ Ryl A so it g FRAME JAMB ( FLANGE) 1.700 - J .1112 Lt bow • I ;: ; A61 TIT. •2 00-1 h• ? O. •Y�i7.TA yo6� tA63 FRANC JAMB (FIN) 1 111 - -_T On to ... A M .377 1.06! I I I 1 I I ! 6s . _,. ice. . l7S L9t1 [ Lite � +1 h.1S3 I �� 1.563 1437 --�1 .1313 1 CLASS SPACER sOUE t:t 14733 L 1An 1.36! ago ate Tnen OR. HuYAYGUN TAR00 L EA% nap 0 L SMICiU 5 I ator A6 14773 FlA Pc• ,18ue7 g IL Y �•— 1.477 �— O AN. jj OJ A TP. tY► l 41 11 0 61 i 4 1 I.IG drawing drawing Ala I JtS p 4 2003 drawing no. a» l• a _ Au 1.- 06 T .1.rn 1. W03 -331 nLAZf14n nt READ AzlN e(A O D FIXED FRAME JAMB (FLANGE) FIXED FRAME JAMB (0114) SILL. TRACK 7/6' CLASS 3 /e' cuss sheet 7 of 8 •• •� • ••• • ••• • • • ••• •• • • ••• • ••• ••• I P PART I Q QUANTITY D DESCRIPT101F K KATCRNL I ItAKP. /SVPPVSO/RSKARES . I I � � 1 1 I L000 t t.6 1 1 KCO -2044 1 n now WAD - RAN0C 1 1013-T6 L LINT A ' tea.. K A!7 K KCO -2005 1 1 f fRNIC ICAO - 104 0 0003 -70 A6 K KCO -271 1 1 / /RAMC SILL .. FUNGI 0 0003 -76 - - K Ep -2)2 1 1 ( (RAMC 56.14 -TIN 0 0003 -TO - - 0 0 � ' Z VENT TOP/1 K KC0 -273 1 1 S SILL TRACK 0 0043 -1e - - p 003 -1042 1 1 / /RAMC JAMB - VET - RANGE 0 0063 -76 A to K l Y Y . • I 0 KC0 - 2002 1 1 F FRAME JAMB - MT - 110 0 0003 -10 - - 0 ,4 K KC0 -241 / / F FRAME JAMB - MED - FUME 0 0003 -76 - - � �i 61 t. 1.1611-4-1.363 I (FUH0E F KCO -1061 1 1 F FRANC 3016 - MO - /01 6 6003 -TO - - 0 FRAME M Litt 1 KCO -2044 1 1/VENT M MD WO. RAIL 6 6003 -T0 - - • 3,7 0 000 -2047 2 2/VCNT P PVT TOP 6t DOTT. RM. 6 6003 ■76 - - 000 -2046 1 1/VEM ` `ANT INTCRLOCK 6 6003 -T6 . .. . 1.501 4 6 . 4.701 . ,� I KC0 -2040 1 1/VENT V VAR 4419 ME 6 60113-76 - .. a .01.3 , .061 0 . K •B1� I I T I .74! • TP. . IU -too 4 4/ t!rt 0 01A21140 MD 7/6' R RIM PVC - - - • • - • • I Rht01 4 4/ IRE W W2Dt0 W0 3/0' R RICIp 040 - - • • • • I L-041 2 2/ YE(1 S SNAP IATCM. 2 -5/0' LONG N NYLON A AT 6' o 1/1.47014 L LEAP SPRING S ST. =EL • olt 4 • 8 VTF -1006 A AS RE00. G GLASS !PACER P POLYPRO /EPOM O OWL OUROMETER - MI 1 1250 V A6 - - - - - - - - _ - - .. .. • (2316 R R00 11N SEAL NTATMOSSflP - - U ULTR8 IS 1!7•X' s •• •� • ••• • ••• • • • ••• •• • • ••• • ••• ••• TYPICAL ANMORS SCE OXV. roR SMCMO EXTERIOR NTNOON 'MOTH VS' tie MAR. (` VENT TROTH OYOE OOUNTY IsPR'0 MUWON SEE SEPARATE NOA XO LAYOUT OX OPPOSITE TYSICAt. ANCHORS SEE 01Y. FOR SPACING D.L Oro, 1T000 STRUCNRE NOT !► KINCO WST SUSTAN LOOS IMPOSED M MAIM 5711E4 ANa TRANSFER T1104 TO THE /UMINO S'RUC11/RC FOCAL ANCHORS SEE ILLY. FOR SPACING ILLUSTRAGYE OILS. ONLY CRT. OR MT, MOSNLY NOT eY AINCO •• • • • • • • ••• • • • ••• • • • •• •• • • •••• • • •••• ••• • •• • • • • • • • l FIN FRAME WINDOW • • • • • • • •••• •• ••• • •• • • •• • ••4 •• 4 1 9 1 b Met 6 or ji ••_•• droning no. W03—.33 • • ••• • ••• •• • �•• •• M • Pt ••• jet. Y • • e� 0 •:• IU.US1Arns O7L0. ON%X t7 T. OR INT. /INISMt! NOT BY ION TYPICAL ARMS Itt CLN. MR SPACING TYPICAL ANCHORS• m an. root swam 110-AM INTO WOOD STRUCTURES 1 -1/4' MIN. PENETRATION INTO W000 W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •• • • •• • • • • • • • • ••• • • • ••• • • • • •• •• •••• • • • •• •••• •• • • • •••• ••• • •• • •• • •• • • • FIN FRAME WINDOW 1EY OR IVY WOOD PUCK TYPICAL ANCHORS SEC CLCV. EXTERIOR WNW WIDVI S LAYOUT OX OPPOSITE D.L, OPO. I/4' SAN TTICAL ANCHORS MAX. SIC LUV. IO• SPACING •••• • • • ••• FLANGE FRAME WINDOW NU M :r>�e M A t salt MILL ANCHORS IVY OR 211f UV ELLY. fOR SPACING M000 OVCK MIraL merlons SEE ttnV. FOR SPACING ' -C`r r �:T •nlw.� ., METH. STRUCTVRO (STEEL OR ALUM. 1/S' MM. DOM STEEL t h - 38 IOI M01. AWMIMM t 0083 —T5 MIN. TYPICAL ANCHORS 2 VY SS EtMV. FOR SPACING W000 SUCK WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; su ELEV. FOR swum i12 sus INTO 28Y WOOD BUCKS OR W000 STRUCTURE 1 —t /2' MIN. PENETRATION INFO WOOD ,1/4' TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE • • 1 -1 /2 MIN. PENETRATION INTO W000 • • • • THRU 1BY BUCKS INTO MASONRY OR DIRECTLY MX> MASONRY • • • 1 -1/4' MIN. EMBED INTO COHC..OR MASONRY • •••• • 2h8" TFKS OR SET F 'AV 1 IN0 SCREW: .• • • INTO METAL STRUCTURES (I/8' MIN. THICKNESS) (1/4' MAX. SHIM SPACE) • • • • • • 1t0 SMS OR 8P1$ ORRIINC SCREWf R?TO DADE COUNTY APPROVED MUONS • • • • • LL • (N0 SHIM SPACE) •••• REEPHOLES; • WI - 1' X t /4' WEEP HOLE WRN PLASTICS ,24A• • • AT 5' FROM EACH END. • • • • • • • • rFIANGE FRAME WINDOW 11A Pt f PIVOT CAN. lax ••• • •••• • •• l ••• • ••• •• • • •• ••• • ••• 1 1 ••• • Vat Y v xr 1 A Moat 3 of 8 • • • • •• • • •• • � •• • •• • ••• •• ••• FLANGE FRAME WINDOWS OSSICN LOAD CAPACIYT - Pt? OM OR OX 8IZEt) 1111113019 DM. • CLA48 Mt 'A' 01.484 t '8' pa 3115 1/4' tAPC0N4 fit 610 1/4" TAPCON6 O0.(4.) 114T.( -) 25 -1/2' 30' 02 -1 /0 74' ` 25 35' (3) INT.( -) IXL(4)> 00.( -) EXT.(*) IM.( -) 00441 IM.( -) 70.0 60.0 60.0 2 70.0 60.0 70.0 02.0 00.0 00.0 00.0 , 00.0 80.0 70.0 00.0 70.0 00.0 00.0 40.0 50.0 3 40.0 70.0 00.0 70.0 60.0 00.0 00.0 00.0 eo.o 0 _ 70.0 40.0 70.0 00.0 60.0 00.0 00.0 70.0 60.0 70.0 00.0 00.0 60.0 00.0 70.0 60.0 70.0 60.0 400 40.0 80.0 70.0 40.0 70.0 60.0 60.0 60.0 50.0 47.0 00.0 07.4 60.0 60.0 00.0 60.0 70.0 00.0 70.0 00.0 80.0 60.0 60.0 70.0 000 70.0 00.0 76.0 00.0 00.0 00.0 40.0 60.4 00.0 00.0 400 80.0 60.0 00.0 50.9 00.0 75.6 • 40.0 110.0 70.0 00.0 70.0 00.0 50.0 40.0 80.0 61.6 60.0 *8.8 40.0 614 00,0 00.0 60.3 60.3 60.3 00.0 71.4 40.0 60.0 40.0 40.0 40.0 00.0 00.7 00.0 00.0 7r 70.0. 50.0 70.0 00.0 80.0 • 00.0 70.0 80.0 70.0 80.0 80.0 J 40.0 70.0 00.0 70.0 00.0 60.0 80.0 70.0 00.0 70.0 00.0 80.0 60.0 4 00.0 70.0 , 00.0 70.0 00.0 00.0 60.0 25' 004 70.0 50.0 70.0 60.0 00.0 60.0 70.0 60.0 70.0 00,0 60.0 60.0 _ 70.0 60.0 70.0 40.0 00.0 00.0 70.0 00.0 70.0 60.0 00.0 00.0 70.0 00.0 70.0 60.0 00.0 00,0 20' 37' 49' 00' 73' 3 60.0 70.0 60.0 70.0 00.0 80.0 00.0 II 3 60.0 70.0 eo.o .70.0 00.0 70.1 60.0 �� 4 00.0 70.0 60.0 70.0 00.0 70.4 00.0 6 60.0 04.0 60.0 044 00.0 00.0 00.0 0 04.0 34.0 54.0 54.0 80.0 00.0 00.0 23' 37' 49' 51' 73' 3 60.0 70.0 60.0 70.0 00.0 00.0 00.0 3 50.0 03.5 00.0 693 60.0 03.5 00.0 (S 4 55.4 00.0 65.0 65.0 00.0 04.0 00.0 3 47.0 47.0 47.0 47.0 00.0 04.2 00.0 0 42.6 42.5 424 42.15 60.0 84.4 00.0 _ FIN FRAME Tr INDOWS 13041014 LOAD CAPACITY - P67 (X0 OR OX 412114) BM DRIB. A 00.015 1705 'A' 01404 1775 '0' ■ 0t0 563 110 3003 *1001 ROOM LM.(f) ) IM.( -) O0.(4.) 114T.( -) 25 -1/2' 30' 02 -1 /0 74' ` 25 35' (3) 3 60.0 70.0 60.0 50.0 3 00.0 70.0 60.0 60.0 2 00.0 70.0 80.0 80.0 6 00.0 70.0 00.0 80.0 -1/2' 30' 52 -1/0' 74' 37 -3/0' (3) 3 00.0 70.0 60.0 ao.o 3 40.0 70.0 00.0 00.0 4 60.0 70.0 40.0 eo.o 0 _ 00.0 _ 47.4 _ 00.0 00.0 4 8 O G 8 O ti A - N0. OF ANCHORS PER HEAD & SDl ( ) - N0. OF ANCHORS PER 4A1.15 SEE SHEET 1 FOR GLASS DESCRIPTION A - N0. OF ANCHORS PER HEAD At ELL ( ) - N0. OF ANCHORS PER JAMB ?nee DA. NufmT0v. PAR000 P1A Pt /'16527 CAA. 3530 •• • • • • •4 • • ••• • • • • •• • • • •• • • • •• •• • •••• • •• ••• ••• •• •• • • • •• • • ••• • ••• S.. drawing no. W03 -33 s B 1 •• •• 9 ce rib og:! • • • •• • • ••• •• ••• • ••• • ••• •. ••• th ss MO011 DOA (UOA) i•TO 4 1l I ....1. = :=, - m i✓• 11 : - = #t : I : : :1c = :#tr: I == == =- _ r l I3 r l ;; is 1 1 I : :==i ! 3 ii /.• II . ==#R1*#jr =: 4; e II : = =lF ==r4 =: I • s= == =_ _ r I ' ,I „Ws fs SORT' 1V FLANGE FRAME FIN FRALIE TYPICAL ELEVATION T[S7to were HEAD FALSE NLNTINS OrTmNL. 1 /e' ANN. MASS ONE PART SIICONE PECOM BSS' OR Two PART SILICONE L3 � 411 .. 985' MP1/1LALUM HORIZONTAL StdITINa WINfOIT MOH LOAO RATINGS FOR THESE YRNDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. I /0' NM. GLASS 3/r OVERALL THK. DIRICAYER SEE NOTE DEUX 1/e NUT STANK MASS INTERLATIN SEE NOTE mow 1 /0' NEAT STREW. 0IASS WINDOWS GLAZED WTM LAMINATED CLASS RATED FOR LARGE MISSILE IMPACT ANO DO NOT REOURC SHUTTERS. 1 /e' ANN./IE4P. *Ass 1/4 AIR SPACE 1 /e ANN. CLASS • -• 3/4' OYZPALL•THNI WSS TYPE A • • • • • • • ONC PART SILICONE FLORA 095' OR TWO PART SLKANE 'PECOM 905 11iIS PROOVCT K Daa1G 4t0 TO COI/PLY WITH Mt WON VROCflY HURRICANt ZoNt or THE 2001 FLORIDA OUILDNO COOL. �. ALSO FOR WIND LOADS Al PER ASCE 7 —ee. ASCE 7 -97. MCI 7 -9S OR "1• CR. MIMATOUN ASCE 7 - AS REQUIRED BY PREYMUN0 MONO COOL sTRUCNRwe C ►1 ‘1 6AN , 1,000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER AN TO THE z� ANCHOR! !HALL L ee of A3 Ad IISTCO. ! ►ACED AS !MOWN ON OF'TARJ. . ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCMORINO OR LOADING CONOMONS 1107 SNONM IN THESE DETAILS ARE NOT PART or 1HI3 APPROvAL. SEE NOTE !flow 1/e' ANN. MASS ONE PART SILICONE 'P000M 09S' OR TWO PART SILICONE "LCORA HS' • •• 1 1/1' NR SPACE y0•141A1 O•• •.•• ••.• INTERLAYER SR IMP BLOW • • • OS MST STREW. CLMM • • • ONE PART S 'Mom 895 OR TWO PMT SNCO1re, • Eft!. 'fCOM 953' • 3/0' OVERALL D K. 3 /4 OYEIULL TIM. GLASS TYPE '8' AY AIR' IMTERLAYERS• .100' SOLUTLA HP .090' SOL UTIA SAFLE?L PVB .090 DUPONT BUTACTTE PVB • 0• C • 1 f.1461tRiL•1• - 46 .• •• ••. •••• • • • •• 1 a. IX r cr t Phi 8 a ••• •.• •• 4't p'� dro..inq no. W03 -33 •• • •. • • • .• • • ••• • • •• Kinco, LTD. • • . .. • • • • • ... ... • • • • • • • • ... • • • • • • NOT[CE OF ACCEPtANCt: E'IDENCE SUBMITTED .. • •• . • • . .. • A. DRAWINGS • • 1. Manufacturer's die drawings And seettons. 2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, signed and sealed by Humayoun Farooq, P.E. .. . • • • .. . . • • • • .. • • • • • .. .. •• • • • • • • • • B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Certified Testing Laboratories, Test Report No. CTLA -1048W dated 4/30/03, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al Farooq Corporation, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (FBC). E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 MIAMFDADE BUILDING CODE COMPLIA/4�E • • PRODUCT CONTROL DIVISION (>�CCOt • • NOTICE OF ACCEPTANrE Kinco, LTD. 5245 Old Kings Road Jacksonville, F132254 SCOPE: ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • . • • • • • MIAMI-DADE COUNTY, FLORIDA • • • • • • METRO-DAM FLAGLER BUILDING • • • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 •••• •. • •• • • • • •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance the accepted manner, the manufacturer will incur the purposes if this product or material fails to perform in e revoke, modify, or suspend the use of such product or material se of their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by MiaQii- Dade - Coon material fails to meet the requirements of the applicable building code. Control vision that this product or This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "MPRW" Aluminum Horizontal Rolling Window APPROVAL DOCUMENT: Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03; with revision date 09/03/03, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp tamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manuf following statement: " Miami -Dade County Product Control d', unl s notherwise or logo, city, state and RENEWAL of this NOA shall be considered after a renewal application has been d 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 be d OQ e ir�� may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03- 0609.03 Expiration Date: October 09, 2008 Approval Date: October 09, 2003 Page 1 •.. • • • ••• • • • •• •• • • • •• •• • . • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • \ :* • \ • • • • • / ` (� • • • • • • • • • �,��. • • • • • ... • • • • • • • ;\ ;'4\ • ••• - \-" • • • •• " . • • • • • • • • ty • • • • r • • • • • •• ••• • • • • • •• x I—s/e• sus s+SN STOP 2—+ /4• LONG drawing no. W01 -81 CRANE CORNFRS.J.R•NS.F) FRAMF QQRNFRS (FIN) FEB 1 3 2002 • wr;• ••• • • • •• ••• • • •••• •• • • • •• • ••• • ••• APPROVED AS COMPLYING %PTH THE • SOUTH FL.1 • .111L01 p• DE • ay IRif,N)}1, PRO. •• OL OMSION , auto • •• •E COMPLIANCE O E ACCEPTANCE N00Z C82Q'CXe • • (1) FRAME HEAD (FLANGE) 1.375 2.691 1 -- 2.000 —•i .613 E)3 FRAME JAMB (FLANGE) 1.563 1.126 .709 1.370 .973 L L 0 FRAME SILL (FLANGE) .1"- 1 .145 CLASS SPACER scut 1 :I .1S3+i LATCH POLYPROP LEN[ (FLEXIOLL) Lees .512 2.091 1.123 r .120 --11.-1.563 FRAME HEAD (FIN) 1.063 1.124.1.300 -+4 .613 FRAME JAMB (FIN) .375 1 1.125 J 2.091 0 FRAME SILL (FD1) n VENT SIDE RAIL .520 �--.� -y x.230 1 02 1.370 1.100 .062 2.006 (7) FIXED MEETING RAIL l ;/ VENT TOP RVL n VENT BOTTOM RAIL 1.609 .093 SASH STOP 0 GLAZING BEAD -7/5' CLASS GLAZING BEAD -3/5' GLASS .410 1 ITEM N0. PART NO. IA 2 2A 3 3A 4 5 0 7 6 6A 9 10 12 13 14 15 16 17 10 19 20 KCO -2041 K00 -2051 K00 -2042 1(00-2052 KCO■2043 NCO-2053 KC0 -2045 K00 -2046 1(00 - 2047 KCO -2044 RP -500 RP-601 KC0 -242 YTF -2009 W23151140 W23171140 L -049 13129 1(00- 2055 -4 QUANTITY 1 2 2 2 4/ LTTE 4/ UTE AS REGD. AS RE00. AS RE00. AS REOD. AS PEW. 2 2/ VENT U -4333 13130/13031 AS RE00. 2 2 2 DESCRIPTION FRMIC MEAD (RANGE) FRANC HEAD (FIN) FRAME SILL (FIANCE) FRANC SILL (FIN) FRAME .LAMB (FLANGE) FRAM[ JAMB (FIN) VENT TOP RAIL VENT 0017011 RAIL VENT SIDE ML FIXED MEETING RAIL MADRID BEAD -7/0' GLASS GLAZING BEAD -3/5' 01A55 SASH STOP FRAME ASSEMBLY SCREYI VENT ASSEMBLY SCRtW OIASS SPACER FIN SEAL WEATHERSTRIPPING FIN SEAL WEAR/EMIR/APING 5 /5' SPIRAL BALANCE SNAP LATCH 3' LONG W/ SPRING BULB WEATHERSTRIPPING VENT TOP GUIDE VENT BOTTOM GUIDE BALANCE BRACKET MATERIAL 0063 -TO 600.3 -16 6063 -15 6063 -TO 6063 -T6 6053 -15 0063 -15 6063 -15 6003 -16 6063-16 RI010 PVC R1010 PVC 0053 -16 SEE Mt NYLON NYLON NYLON 6063 -16 MANP. /SUPPLIER /RBMARX3 P6 X 1' PMPM SUS P6 X 1' PMPM SMS OVAL OUROMETER ULTRAFAB .150X.167 OR E0116/. ULTRAFAB .170X.157 OR EOUN. CALOW[LL ULTR UFT /SPIREJI 9' FROM EACH END (HUGHES SUPPLY) 0 -LON .300X.190 ASHLAR() PRODUCTS 45N1Ar40 PRODUCTS •.•e • Erpn 09. HumAYO FM000 stRuCTvRES M PEA 16337 FEB 1 3 2002 • • • • • • •• • • • ••• • • • ••• • • •• •• •• • •• .. • • •••• . • • • • ••• • • • ••• • • • •• • APPROVED AS COI/PORNO MATH THE SOUTH ' 0100A 6U5 OA •. :1 / BY PR T NTROL DIVISION CODE CCMPI.LANCE OFFICE ACCEPTANCE 110(32 [15Z%'O o 1 s I l a - s 3 drawing no. W01 -81 sheet 5 o 6 • •• • • •• • •• • •• • •• •• • ••• • ••• • M1LUS PATNE 0/LS. ONLY OCT. OR INT. MNISNE3 NOT BY KINCO TYPICAL ANCIORS SEE ELEV. rat SPACING TYPICAL ANC ORS SCE ELEV. FOR SPACING TYPICAT, ANCHORS; sEE ELI. rat SPACING 110 SMS INTO WOOD STRUCTURES 1 -1/4' MIN. PENETRATION INTO WOOD 110 SMS OR SELF 0RIL1JN0 SCREWS INTO - DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) PEEPHOLES; WI - 1" X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT 5" {'ROM EACH END AND AT MID SPAN TYPICAL ANCHC RS SEE ELEV. FOR SPACINO I /4' MAX — OAP VENT WIDTH D.L OPC. WOOD STRUCTURE NOT BY KINCO, MUST SUSTAJN LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. FEB 1 3 2002 EXTERIOR • • • • • • • D.L OPO. • • • • •• • ••• BUCK WSTH • FIN FRAME WINDOW APPROVED AS COMPLYING WRN THE • • • • ••• iy . r'r�fJff11�'. BY PROD .. NTROL DIVISKRN . BUILO CODE COMPUANCE OF ACCEPTANCE N0OZ S�•O drawing no. WO1 -81 TYPICAL ANCHORS SEE ELEV. FOR SPACING ru.us IAnK mu. ONLY • EXT. Ol# IIIY. FlN6NES, NOT BY ICI1/C0. • TYPICAL ANCHORS SCE RN FOR SPACING 1SY OR 28y WGGD BUCK WETM. STRUCTURES (STEEL OR MUM. 1 /0' MIN. TACK) STEEL : Fy - 35 KSI MIN. *WAWA' : 6003 -T5 MIN. TYPAL SEE £rV.�FCR ANCHORS TYPICAL ANCHORS SEE ELM. FOR SPACING ISY OR 20Y WOOD SUCK TYPICAL ANCHORS; set aEV. ran SPACING .112110 INTO 28Y W000 BUCKS OR W000 STRUCTURE 1 -1/2' MIN. PENETRATION INTO WOOD j /16' TAPCDNi INTO 2BY W00D BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO W000 THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 3/19' T£KS OR SFI F DRR N ING SCREW$ INTO METAL STRUCTURES (1/8' MIN. THICKNESS) (t/4' MAX. SHIM SPACE) Y10 SMS OR M F DRILLING SCREW$ INTO DAOE COUNTY APPROVED MULLIONS (NO SHIM SPACE) fl EEPHOLES: Wt - 1' X 1/4' WEEP HOLE WRH PLASTIC BAFFLE AT S' FROM EACH END AND AT MID SPAN t ry SVC 1._ DADS scurf!) PROV TWIGAL ANCHORS SEC ELEV. FOR SPACING VENT TROTH D.L. GPO. WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. /6 x 3/4• sus (2) PER GUIDE TYPICAL ANCHORS SEE ELEV. FOR SPACING FEB 1 3 2002 • . • • • • • . • • •• • 1/4' S/RM . ••• •••• •• • • •• • •••• ' • • • • • •• ••• • • • • •• FLANGE FRAME WINDOW APPROVED AS COMPLYING WITH THE SOUTH FLORIDA CA DMSJON SUIT O COLE COMPUANCB OFFN:E ACCEPTANCE NOD? - Z$•Db (emit Sot 8 ) st • • • •. • •• •• • • • • • • NO. M PARENTHESIS MOICA7E NO. OF ANCHORS PER JAMB. -2_ WINDOW WIDTH (f1.mGE DIM5) NO. IN PARENTHESIS INDICATE 140. OF ANCHORS PER JAma. BUCK 'nom -2- • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • 011.0 • •• • • • •• • • •••• • •••• ••• • •••• ••• • ••• • • • • •• APPROVED AS CO14PLYWG WITH THE SOAK PL � 7 /1 � w jour BY x121 �L PRO. •NIROL DIVISION 8 • BUIL CODE COMPUANCE 0 ACCEPTANCE NOQ2. -4 V1(-ort. FLANGE FRAME WINDOWS DESIGN LOAD CAPACITY - PS? SNUTTLRS NCI R • RED FLANGE DIMS. ®[mil 1HT.( -) CiENI mantramoimmErxmonimum EZEMEXIII EX= WM EMI MIN EZEIMEXII 70.0 EMI 11171:111E331 IMRE= 19 -1/8' 26 -1/2' 37. 53 -1/6' 19 -1/6' 26 -1/2' 37' 53 -1/8' t9 -1/8' 28 -1/2' 37' 53 -1 /8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 28 -1/2' 37' 53 -1/E' 19 -1/0' 26 -1/2' 37' 53 -1/8' 38 -3/8' (3) 50 -5/0' (4) 58• (5) 63' (5) 72 (6) GLASS TYPES 'B' OR 3' 70.0 70.0 70.0 IEEE WIZ 70.0 �'•�®'®' IIIECNI IEEE WEN 111111 ZEE 1E1111E11111171111 ECEMIELEMI 1111E11111EXIMIETIMEINI 1117111111/1•1 ®' 70.0 70.0 1E11111031 MIMIC= 70.0 70.0 70.0 70.0 70.0 70.0 70.o 79.0 EXIII 70.0 70.0 70.0 70.0 70.0 70.0 CLASS TYPES 'C' 'D OR 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 GLASS TYPE • G' 70.0 MIN 70.0 70,0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 FIN FRAME WINDOWS DESIGN LOAD CAPACITY - PS? SHUTTERS NOT REQUIRED BUCK DIMS. 24' 20' 32' 30' 40' 44' 48' 52' '®L3r I INT.( -) ® ®L'sLOIIE ® WM 70.0 1E1111111011E11111E1111 NMI 70.0 WillIECIIIIEINE11111 WEN 70.0 EMI"® 11103110:1111 70.0 11111111EXIME111 IEMII 70.0 70.0 70.0 WEN 70.0 IMMENIZZEI 24' 26' 32' 36' 40' 44' 46 52' 24' 28' 32' 36' 40' 44' 48• 5Y 24' 28' 32' 36' 40' 44' 48' 52' 24' 20' 32' 36' 40' 44' 48' 52' 24' 28' 32' 36' 40' 44' 46' 52' 212' (3) 36' ( 44' (4) 52' (4) 60' ( 72' ( GLASS TYPES '4"e OR 'E 70.0 70.0 IEEE 70.0 70.0 70.0 NMI 11=111111611111 WEE 70.0 70.0 70.0 70.0 113311IEE011 70.0 jEmi 70.0 70.0 Ian MIMIC= 1001111131111110111161111 IEZINIONIECEIMERIENIEZEI WEERZEINEXIIIIMIIIIMMIEME 70.0 KEE 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ECM 70.0 70.0 70.0 70.0 70.0 IEEE 63.9 69.6 63.9 CUSS TYPES 'D' OR 'P' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 70.0 70.0 70.0 70.0 70.0 70.0 Eli 70.0 70.0 70.0 CLASS TYPE 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.6 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.0 70.0 IEEE 11113110121111 931 MISEMIENI IEEE ECM 11=1111=1111 11111111111103111 70.0 MIXIMIEEN115111 11211111E1111EIN MIEN 11111111K3:111 IIEMEMI• ® ®`IKERZIN 11:allEIZEM ® ® ® ®ETEBIEMIll IIIIMMIE23111 113911E3111 11E1111111111 66.1 66.4 1 drawing no. W01 -81 • • • 11 •• •• • • • •• • •• • a O 6 F T6 1/6' ANN. GLASS oer 6(TERLAYER SEASTORM TYPE e CLASS TYPE 'A' 5 /0' OVERALL THK. LAMINATED BY 'CARDINAL' 1/5' ANN. CLASS ONE PARR SILICONE 'PECORA 695' OR Two PART SILICONE 'PECORA 965' 1/5' ANN. CLASS 1/4' AIR SPACE 1/6" HEAT SIREN. CLASS .090' PVB INTCRLAYER 1/6' MN. CLASS ONE PART SILICONE 'PECORA 597' OR TWO PART SILICONE 4 � 11/4 EC0114 985' 11 1[Uyp GLASS TYPE 'C' 3/4" OVERALL THK. LAMINATED BY 'CARDINAL' 1/6' ANN. CLASS .090" ORERIAYIER SAFIDI KEEPSAFE 1/5' ANN. CLASS CLASS TYPE 'E' 3/5" OVERALL THK. LAMINATED BY 'HOP' ONE PART SILICONE 'PECORA 895' OR TWO PAR SIUCONE 'PECORA 955' 1/6" HEAT STACK. GLASS .090 PVB S4TERUYER 1/8" ANNEALED CLASS ONE PART SILICONE PECORA 595' OR TWO PART SILICONE .'� CORD 9e5' pig GLASS TYPE 'B' 3/5' OVERALL THK. LAMINATED BY 'CARDINAL' 1/5' ANNEALED 0433 1/4' MR SPACE 1/5' ANNEALED CUSS 097' IMERAYER SEASTORM TYPE B 1/5' ANNUM 011S5 ONE PART SILICONE PEOORA 595' OR TWO PART SIUCONC t J OORA 955' GLASS TYPE '0' 3/4" OVERALL THK. LAMINATED BY 'CARpMAL' 1/8" ANNEALED CLASS 1/4' MR SPACE 1/8" ANNEALED GLASS .090' INTERLAYER DUPONT BUTACTTE 1 /6' ANNEALED MASS ONE PART SILICONE 'PECORA 095' OR ' 1 TWO PART SR1cONE PECORA 9e3* 1 I VO CLASS TYPE 'P' 1/4' OVERALL 7H/C. LAMINATED BY 'CARDINAL' 4 3/4' MA. AT HEAD /SILL CORNERS P:a 1/6' ANNEALED GLASS .009' FILM TP0 -2000 AR SPACE 1/5' POLYCARBONATE AIR SPACE .009' nu( TPO -2000 1/6' ANNEALED MASS ONE PART SILICONE 'PECORA 895' OR ( , TWO PART SILICONE PECORA 9e5' 1 1t ! ''- GLASS TYPE 3/4" OVEPAU. INK. LAMINATED BY 'PROTECTIVE CUSS 47 3/9' 0.L.0. (FIX. UTE) 14 1/2" MAX. HEAO/SILL A WINDOW WIDTH F)ANGF FRAME k • r • 1 H [Ao / SILL CORNERS 0.1.0. (F1X. LITE) 13 1/2' MAX. HEAD /SILL Al 47 1/2' TYPICAL ELEVATION TESTED UNRS Enipt OR. HvMAYOLN 'MGM ssucnnrcs F1A PEI 16697 FES 1 3 2002 47 3/5' 9VG(•b • T •••• • • •••• • • •• •• • n • • ••• •••• • • • •• • • • •••• ••• • • •••• • .NOTES: • • • L THIS PRODUCT IS DESIONEO AS PER THE SEIMM FLORIDA PJ1105 4 && • • 1994 (0111014 roll MIAMI -DADS COUNTY 0 FL0R1 BURDING COO& • • • , ALSO FOR WIND LOADS AS PER ASCE 7 USIt CORP2NO)N0 LONGS. 5. 5000 51)0(5 BY OTHERS. MUST BE ANCHORS) /PROPE LY To TRAN9/7.R• • (DADS TO THE STRUCTURE. • • 6 7. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON OETAL3. ANCHOR 045(0)AENT TO BASE MATERIAL SHALL BE BEYOND WALL ORE55IN0 OR STUCCO. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING MOB 1 li Cr U ^ < I o ^a T 3 D. o M •. °• J O RAN: F 1 • 4 1 • •• • • • • • • k NIRO'. DIVISION drawing n0. CODE COMPLIANCE OFFICE ( WO1-81 ACCEPTANCEROM.- 012-1 ` 1 of 6 • • • • • • • ■ ; 1 T 1, I 47 1/2" I 0.L0. (VCNT) 50' VENT WITH 53 1/5" a O 6 F T6 1/6' ANN. GLASS oer 6(TERLAYER SEASTORM TYPE e CLASS TYPE 'A' 5 /0' OVERALL THK. LAMINATED BY 'CARDINAL' 1/5' ANN. CLASS ONE PARR SILICONE 'PECORA 695' OR Two PART SILICONE 'PECORA 965' 1/5' ANN. CLASS 1/4' AIR SPACE 1/6" HEAT SIREN. CLASS .090' PVB INTCRLAYER 1/6' MN. CLASS ONE PART SILICONE 'PECORA 597' OR TWO PART SILICONE 4 � 11/4 EC0114 985' 11 1[Uyp GLASS TYPE 'C' 3/4" OVERALL THK. LAMINATED BY 'CARDINAL' 1/6' ANN. CLASS .090" ORERIAYIER SAFIDI KEEPSAFE 1/5' ANN. CLASS CLASS TYPE 'E' 3/5" OVERALL THK. LAMINATED BY 'HOP' ONE PART SILICONE 'PECORA 895' OR TWO PAR SIUCONE 'PECORA 955' 1/6" HEAT STACK. GLASS .090 PVB S4TERUYER 1/8" ANNEALED CLASS ONE PART SILICONE PECORA 595' OR TWO PART SILICONE .'� CORD 9e5' pig GLASS TYPE 'B' 3/5' OVERALL THK. LAMINATED BY 'CARDINAL' 1/5' ANNEALED 0433 1/4' MR SPACE 1/5' ANNEALED CUSS 097' IMERAYER SEASTORM TYPE B 1/5' ANNUM 011S5 ONE PART SILICONE PEOORA 595' OR TWO PART SIUCONC t J OORA 955' GLASS TYPE '0' 3/4" OVERALL THK. LAMINATED BY 'CARpMAL' 1/8" ANNEALED CLASS 1/4' MR SPACE 1/8" ANNEALED GLASS .090' INTERLAYER DUPONT BUTACTTE 1 /6' ANNEALED MASS ONE PART SILICONE 'PECORA 095' OR ' 1 TWO PART SR1cONE PECORA 9e3* 1 I VO CLASS TYPE 'P' 1/4' OVERALL 7H/C. LAMINATED BY 'CARDINAL' 4 3/4' MA. AT HEAD /SILL CORNERS P:a 1/6' ANNEALED GLASS .009' FILM TP0 -2000 AR SPACE 1/5' POLYCARBONATE AIR SPACE .009' nu( TPO -2000 1/6' ANNEALED MASS ONE PART SILICONE 'PECORA 895' OR ( , TWO PART SILICONE PECORA 9e5' 1 1t ! ''- GLASS TYPE 3/4" OVEPAU. INK. LAMINATED BY 'PROTECTIVE CUSS 47 3/9' 0.L.0. (FIX. UTE) 14 1/2" MAX. HEAO/SILL A WINDOW WIDTH F)ANGF FRAME k • r • 1 H [Ao / SILL CORNERS 0.1.0. (F1X. LITE) 13 1/2' MAX. HEAD /SILL Al 47 1/2' TYPICAL ELEVATION TESTED UNRS Enipt OR. HvMAYOLN 'MGM ssucnnrcs F1A PEI 16697 FES 1 3 2002 47 3/5' 9VG(•b • T •••• • • •••• • • •• •• • n • • ••• •••• • • • •• • • • •••• ••• • • •••• • .NOTES: • • • L THIS PRODUCT IS DESIONEO AS PER THE SEIMM FLORIDA PJ1105 4 && • • 1994 (0111014 roll MIAMI -DADS COUNTY 0 FL0R1 BURDING COO& • • • , ALSO FOR WIND LOADS AS PER ASCE 7 USIt CORP2NO)N0 LONGS. 5. 5000 51)0(5 BY OTHERS. MUST BE ANCHORS) /PROPE LY To TRAN9/7.R• • (DADS TO THE STRUCTURE. • • 6 7. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON OETAL3. ANCHOR 045(0)AENT TO BASE MATERIAL SHALL BE BEYOND WALL ORE55IN0 OR STUCCO. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING MOB 1 li Cr U ^ < I o ^a T 3 D. o M •. °• J O RAN: F 1 • 4 1 • •• • • • • • • k NIRO'. DIVISION drawing n0. CODE COMPLIANCE OFFICE ( WO1-81 ACCEPTANCEROM.- 012-1 ` 1 of 6 • • • • • • • MMI� DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco Limited P.O. Box 6429 Jacksonville, FL 32254 SCOPE: • • 090 • • • ..• .• •• • • • •• •• • • • • • • • • • • • •.• • • • • • • • • • • • • • • •.• • • • • ••. MLAM1 -DADE COUNTY, FLORIDA • • • Mh SOVADE FLAGLER BUILDING • • • • • • • • • • • • ' • tt9/V)"S"t: FLAMER STREET, SUITE 1603 • • • • • • • • • • 141441, FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 •• • • • • • •• • • H 0•0 • • • • • • • • • • 0110 • • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to 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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series "MPSII -41" Aluminum Single Hung Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. WO1 -81, titled: Series "MPSH -41" Aluminum Single Hung Window, sheets 1 through 6, prepared by Al- Farooq Corporation, dated 12/26/01, with revision A dated 02/12/02, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0128.06 Expiration Date: March 14, 2007 Approval Date: March 14, 2002 Page 1 • • ... • • • .•. .. .. • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • 00* • • • • • • • • . • • • • • • • • • • • • • • • • • ... • • • • 000 • • • . • • • • • • • • • . . .. • • . . . . . • • 0 • 000 .. c.125 1chors L_ 50 OPENING WIDTH IN INCHES r 60 1 70 80 90 1 100 ' 110 120 130 160 42 48 50.625 54 60 170 170 170 170 170 j 170 170 -170 170 170 Lt7o 1 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 , 157 170 170 157 143 134 127 124 122 122 I 122 63 170 160 141 128 119 112 108 106 106 106 66 72 170 145 127 115 106 100 96 93 92 92 142 120 105 » 95 87 81 77 74 72 71 76 78 120 102 90 81 74 69 65 63 61 59 111 94 83 74 68 63 60 57 55 53 84 88 75 65 59 53 . 49 46 44 42 33 40 31 90 72 60 53 47 43 39 37 35 96 59 50 43 38 35 32 30 28 27 24 16 108 111 41 38 35 30 27 24 22 20 19 18 32 28 24 22 1 20 19 17 16 - 144 17 - - - - - - 1x2x.125 2 Anchors 42 _ 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 4A OPENING WIDTH IN INCHES 50 707 80 90 T 100 1 110 1 120 1 130 16 129 115 107 104 103 1 103 I 103 103 1 103 103 83 73 67 63 ' 61 1 61 ' 61 61 I 61 61 70 61 55 52 50 49 : 49 49 49 49 57 49 44 41 39 38 i 38 38 38 38 — 41 35 31 29 27 26 I 25 25 25 25 24 23 22 1 21 20 20 20 4 21 19 I ' 18 18 17 17 16 35 30 27 30 26 23 23 20 17 20 17 15 18 - 15 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L Clark, P.E. PE-139712 Structural INDUSTRIES Drawn lip DEW Horizontal Mull , Rem, Byl 10111 1070 TECHNOLOGY OPP& P.O. BOX 1529 NOKOMIS, FL 54275 NOX0M1S, FL 34274 Vertical Mull Width Mull Length T Opening Width Mull —. 'Length Multiple Mulled Units P.J.P. Opening ChM Dat '4/28/00 Amerrimi.: PRESSURE CHARTS 1" STD. WALL MULLION 54,144/kadm: MULLS Data: • • • - 1 - 1. • • 1 • • ■ Muil • i Lendt4 .11.: , • • : l• • •■• •••]•• • • • • • • • • Width ••••• .. • • • • • • RerMIonv ScoN: NTS Shoot: 5 I.5 • • • • • • • • • • • • • • • • • • • • Dre.inc 6620. • • • • PRO. DUCT REVISCD • • Isteaplyits Irt* nor*. • • Irc: o C • idi Nte • got Product Comma • • • APPROVED AS COUPLYNO WITNOTHE • * SOUTH arr DY ig „ s iga • I •J I. ROt . t • StALCAIG CODE COMPUMiCE OFFICE • en , PTANCE NO °° -°4' t . ' r PC1 1 4 wrong— y 3 4 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 2 1 x STD. WALL MULLS MAT'L: 6063 -T6 14 i 1 r 3 4 1 (TYP) .. • • • • • • • • • • • • .. • • • • •••• • PRODUCT Anne. • tse.spMn wall toe Florida Milting Cake •••• Acceptance nn O 05 Et ptr.tl Oat By Min b Produt CSnd Divide. • • Ran! Oy: IOota: ChM By: rote A:Mean = 1" STD. WALL MULLION •. • • .. • ••• •••• •••• • • •••• •••• Drown Dote: P.J.P. 4 /28/00 � Oarupton: INDUSTRIES PROFILES Robert L ,c);17/F/11 a rk. ¢ E. swrn/tloesn Seale Sheet oro .w,y No. P.E. #39712 l07o TECNNOLoCY oRlVr P.O. BOX 1529 gt:1.1CFgrgj NOKOMIS. FL 34275 NOKOMIS. R J +274 MULLS NTS 4 dr 5 6620 • .: •••• • • •••• • • AP:OVEOAS 4CVATA 1E SOUTH FLRIRA WWI •411 4 PR•o. >• NTROI DIM ON • •C COMtl eO •MGE4TANCE N0. 00-04 12.ps' IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 1 x 4 x 2 0 0 14 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM ENDS (TYP) r� y NOTE RL Cc 1. REFERENCE TEST REPORT FR- 2902,2903 AND 2975 i j .02 /L 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 INDUSTRIES Reread Oro"' P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, f1 34274 MIN. FROM END (TYP) 1" MULL CLIP W/TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM END (TYP) 3 • 8 ;. ••• • 1" MULL G1dP.W /TABS REMOVEQ FOUR (4L 4vg-vR LOCA ?QI!4 EXTRUSION DWG / 1099 Cnke 9y: rote: Dol.: 4/28/00 MULLS ••.• • • •••• P RODUCT REVISED a vas OMA4li 9lsda31 B eldam cod. • Accepted! NN: Etpinna II Date Mb. Prod. Comm! D laLla RMafona: Scale NTS SMN: 30 • • • • • • • •.•• • • •••• • • APMIOVEO AS COW)1YING Mull 111E 7.4 1 • •. • . CODE C I f; IX. thiSIDD Il - @ OMPLRNCE OFFICE 9 oy M[CT.vf`F ma 00 - 0 /2 . - D..aYpllan: 1" MULLION CLIP ANCHOR LOCATION r »a: 1" STD. WALL MULLION Drawing No. 6620 Rev: P.GT, h wuLLIOPI CUT /TANGLE OJT or MILL CUP TO FORM A V .. CHANNEL AND INSTALL AS SHORT •MULL -}• 3 P.0.T. MLILIMN M r-2- 0R 4 FOR I' uuLL i" TYPICAL MULLION TO MUI I ION INSTAI I ATION TYPE "A" NOTE 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP— TO— OPEN!NC. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. /12 pit tU.S. STAGGERED ON OPPOSITE SIDES (S0 AS NOT TO PITER2IPE •TiTf EACH ODOR) 1 _2 . OR 41 , 12 SM. LL OAS MUST BE WOE COUNT,' APPROYEA SEE NOTE /7 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE B" 172 F.N SM.t STAGGERED ON OPPOSITE SIOCs (SO As NOT TD arum( IrThl CACN OTHER) SEC NOTE /7 /72 •000 SCREW (199/) ANON. 74 PENETRATTON DOD 9000 ALL FASTENERS MUST BE DLLDE COUNTY MPROYED. SCE NOTE /7 • s Robert L a P.E. 1139712 CfrnP111TAY A07. 74 MUUATN NV00 BLACK REMOVED TO CONCRETE E. 1-2 OR 4 3 A NK— M000 ---/ 211 2b (TYP _ 1 1, • :;; • I tt MIN. I •. TYP1CAI MULLION TO STRUCTURE WITH WOOD BUCK RFMOVED FROM CONC. TYPE C. T ■ INDUSTRIES DUE. /I2 Ex S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT l0 INTER/ERE 97174 EACH OTHER) SEE NOTE /7 r _2 . OR 4 /12 r.H. SMS STAGGERED ON OPPOSITE S10ES (30 AS NOT TO 1MER/ERE MTN EACH OTHER) SEE NOTE /I INN. Iti LM44/) wW. * PEHBIRATIWN 6170 CONCRETE Ole WIC • STRUCTURE ALL rAST[MERS MUST SEE Na / 1 • • • • • MIN. 4 mil L • • •• •• • • TYP CAL MULLION TO STRUCTURE WIW • • • • WOOD RUCK AND CONC. TYPE D" • • • • - • PRODUCT • Bu1dI. ITI•t 9N►V W eJTI BaldletC.de P Ameln.L. t+ V'��j� �/ L 6ff�' E.p17.tbe Dan Moo Dde 'gilded Corn' DMMw Rmd BY raw CAAd 94 1001.: R.walon.: Drown P.J.P. °.24 . 1/28/00 De eKp444 CLIP & INSTALLATION DETAIL 1" STD. WALL MULLION YON, f{' TARCON (246/) Mw. rs PENETR4TON INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY APPROYID. SEE NOTE /1 7070 TECHNOLOGY ORNE P.O. BOX 1329 s"K.s/uoa.L Scale: Shoe: NOKOMIS. FL 34273 NOKOMIS. PL 34274 MULLS NTS 2 oN 5 •••• • • • • •••• Drawing No. 6620 • • • • •••• • • •••• • • APPROVED AS COMPl1 SOVT FLORIDA BUIL9ING CODE • • H ; _' •• • • g /iii_ . / !1 PRO•.CT .•, TROL DIVISION jiff • 1 I %CODE CCMIt1eIeEb eviciporta 110 OD- 09/2.aS Raw 4 GLAZING PRODUCT H . rrP /. MULUON GLAZING PRODUCT ® GLAZING PRODUCT GLAZING PRODUCT �. GLAZING PRODUCT H . rrP /. MULUON GLAZING PRODUCT H ANCHORS TYPE VI C OR 0 80714 ENDS TYP. MULLION CLAIM PRODUCT W -W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS TYPG'e ; C' OR 'D B07N ENDS L NOTFS 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, .3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 f--w PRODUCT T , MULLON GLAZING PRODUCT 141 J H - 141 +142 (1) WINDOW MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS ME.'B .C. OR row 807N ENDS v L Robert a k, . P.E 139712 TtMt rn1 W -W1 +W2 H - HI +142 (2 WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR HI +H2 MULL LENGTH = W OR W1+W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 INDUSTR1 S 1070 TECHNOLOGY CRP& NOKOMIS. FL .74275 ANCHORS TYPE Roved fly: re: Drown by: Tle: P.J.P. ANCHORS: TYPE '8'; • C • OR D� 80114 ENDS — l — I — w2— I —W3—I w I W - WI +W2 +W3 14 - 14 I +N2 MULTIPLE WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 •• • M 3 ) M A X O � P , E Q I I N j G . = H DI; b d I2 • M 4 ) M A X L O P E N I N G = W1 iW2 0R. W2+ W,i MULL :ENGTM. = H1 •••• . Dad Or IOote: •• •• • • w ?ROOUCTR•5ED • Bm i=1:4 004,41 Acceptant •Y. OS ��- • • • M4. 10.4. Pia/yt Cowin D iva • • • • • Date: 4/28/00 Revisions: Desc,IptIon: ARRANGEMENT DETAIL 1" STD. WALL MULLION P.O. BOX 7529 SuMe/Meden Sale: Sheet: NOKOMMS, fI. 34274 MULLS NTS TS 1 of •••• • •.•• Drawing 6620 • • •••• • • ItiktARM ASCOMPLII TT1 EOM FLORIDA 8L LOWG CODE • •; R!!D ROLDMSION• • •CCE�ANSE NO� 1- Rev: MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ••• • • • •• • • • •• .• • • • •• • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • MIAMI -DARE COUNTY, FLORIDA • • • • • • • • • • • • • • • • MET O- -DAtDB FLAGLER BUILDING • e 140+VV'EST FLLGUEJSTREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• •.• •• • • • ••• • ••••••• • • • • • • • • PGT Industries • •• ••• • • • • • •• P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each 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 revises NOA # 00- 0912.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 O ••• • • • ••• • • • •. .• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • ... • • ••• • • . • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • . • • • •• _ ••. •• • • • •• 1,938 1.063 FLANGE FRAME XDO -2057 —L321 ".440 -� .803 .1 1 .070 ] 1. 2691 FIN FRAME XCO -2058 .875 062 GLAZING STOP c- 30ezz8 1.439 1.437 1A PAR' / KCO -2067 KCO -2060 C- 306229 4 QU ANTRE 4 4 4 2/ CORNER AS REOD. DESCRIPTION PARDON FRAME w1NDOw FRAME OLAZNO BEAD FRAME ASSEMBLY SCREWS GLAZING DEAD SCREWS YATORIAL 8083 –TS 6063 —TS 6053 -11 YA27. /SOPPLO.R/RE31611K0 #8 X •1' 2M5 /6 X I—I/2 SUS FRAME CORNERS SEALED WITH NARROW JOINT SEAM SEALER. FRAMF CORNER CONSTRUCTION A is camP4768E wW E1• • ElerWe MO NOA MM • 1.691 09. FAR000 HUM� FtA. PE / 16557 C.4j . }136 APR 2 1 2004 • • • • • •• • • • • • • •• • • • • • • • • •••• • • • • • •• • •••• • • • • • •• • • • •• • J i drawing no. W 03 -112 Lheet 6 of 6 ) U • • • • • ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT OT NUN TYPICAL ANCHORS SEE CLEV. MR SPACING TYPICAL ANCHORS SCE ELEV. FOR SPACING a TYPICAL ANCHORS; SEE V.Z. V FOR SPACING TYPE 'A' OR 'B' 1. SMS INTO WOOD STRUCTURES 1 -1/4 MIN. PENETRATION INTO WOOD TYPICAL ANCHORS SEE ELEV. FDR SPACING J12 SMS OR CF7 F DRR 1 1N(4 SI:RFW$ INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) 1/4' MAX. GAP BUCK MOTH O. L CO. P EXTERIOR 0AAE APPR,O MULLION TYING& ANCHORS BEE SEPARATE NOA SEE ELEV. FOR SPACING WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Own •SY U CTUSES OIH)D iIX .PE 1 '5557 CAA.. APR 212004 • • ii•••• • •••• •••• • • • • IN. • • • • • •• • •••• • •••• •• • • • •• • •••• Apt • • �pt/g fir1tA t°• •••• rwtJn° • Florid •••• 0 A .w • it MYa1 • •• B7 • • o • • • I11 FRAME NINDe7/ • • • • • • • SEE DIV. FOR SPACING J 0 TYPICAL MOORS SEE C.EV. FOR SPACING BY W000 BUCK METAL STRUCTURES (STEEL OR ALUM. 1/0' MIN. TNCK) STEEL : Fy - 35 KSI MIN. ALUMINUM : 0003 —T5 MIN. TYPICAL ANCHORS SEE EMS. FOR SPACING 2 ST SEE a y . FOR SPACING WOCO OUCH a TYPE 'A' OR 'B' 112 TFKS OR SFI F ORII I ING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) TYPE 'A' OR 'B' 112 CMS OR SFt F ORAL ING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) 1BY OR 25Y WOOD OUCH TYPICAL ANCHORS; SEE ELEV. FOR SPACING TYPE 'A' 3 /le TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE '13' 1/4' TAPCONS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY DADE OOUNlY APPRD MUWON SEE SEPARATE NOA WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Approved as eceipfyl=4 with Ito florid. Be DAN NOM iY - Ax7F�o +1 MBAmI Dodo ••set TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK Y11DT14 1/4" SHIM ••• • • • • • •••• • • •••• •• • • • • •. • •••• •••• •••• • • ••• • •••• • • • • •••• • • • •• • • ••• FLANGE FRAME WINrQ J k (sheet 4 01 6 ) drawing no. W03 -112 p DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WLII COM \lNY -dNOJ 'A' CEORS TYPE 'B CLASS GROUP 'D' MUCH DIMS. ANCHORS TYPE 'A' 'A' ANCHORS CUBS GROUP '6' TYPE GLASS CROUP 'C' GLASS GROUP '0' CLASS CROUP 'A' CUSS CROUP 16' CLASS GROUP 'C' MASS CROUP .,...... .... Y1f .. ... 0, HUCK DIMS. CLASS CROUP EXT.( +) IHT.( -) EM.(+) INT.( -) E T.(+) 04T.( -) EM.( +) INT.( -) EM.( +) INT.( -) WIDTH LENGTH EM.( +) IM.( -) EXT.( +) INT.( -) Da.( +) INT.( -) EM.( +) WIDTH 24' 30' 36' 42' 48' 54' 60• LENGTH 40' 66.7 58.2 52.4 50.6 47.9 - - 66.7 56.2 52.4 50.6 47.9 - - 70.0 70.0 70.0 70.0 70.0 - - 05.0 66.0 85.0 65.0 65.0 - - 70.0 ' 70.0 65.6 57.1 50.0 50.0 50.0 02.5 71.8 65.8 57.1 50.0 50.0 50.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 85.0 65.0 03.0 05.0 55.0 05.0 60.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 85.0 85.0 85.0 05.0 85.0 85.0 B5.0 18 -1/8' 25 -1/2' 36" 52 -1 /8' is 70.0 85.0 70.0 85.0 70.0 65.0 70.0 70.0 65.0 70.0 85.0 70.0 65.0 70.0 135.0 70.0 85.0 70.0 73.5 70.0 05.0 70.0 85.0 70.0 85.0 70.0 135.0 03.1 03.1 70.0 .85.0 70.0 79.2 70.0 16-1/8' 25 -1/2' 36' 52 -1/8' 18-1/8 25 -1/2• 36' 52 -1/8' 15-1/8" 25 -1/2' 38' 37 -3/6• 49 -0 /0' 62' 70.0 65.0 70.0 65.0 70.0 65.0 70.0 70.0 71.4 70.0 05.0 70.0 83.0 70.0 64.3 64.3 70.0 65.0 66,7 86.7 70.0 46.3 70.0 83.3 46.3 01.0 63.3 70.0 70.0 70.0 65.0 05.0 63.0 61.6 70.0 70.0 81.6 85.0 77.9 64.4 70.0 70.0 70.0 70.0 24' 30' 36' 42' 48' 54" 60• 60' 62.5 82.5 70.0 85.0 70.0 82.5 70.0 85.0 70.0 85.0 47.7 47.7 70.0 85.0 66.0 06.0 70.0 85.0 70.0 65.0 40.0 40.0 '08.7 79.9 50.8 58.6 70.0 85.0 70.0 85.0 - - - - 54.1 64.1 70.0 64.4 70.0 85.0 70.5 - 60.5 - 70.0 - 65.0 84.4 46.4 70.0 48.4 55.0 67.7 70.0 - - - - 60.0 30.0 70.0 00.0 70.0 85.0 - 44.4 44.4 82.2 75.6 62.2 75.0 70.0 59.2 77.5 59.2 70.0 70.0 65.0 65.0 70.0 77.0 70.0 - - - - - - - 40.0 40.0 56.0 66.0 55.0 MO 38.3 85.6 - 76.0 57.8 57.6 70.0 24' 30 36' LAY 72" 60.0 60.0 70.0 85.0 70.0 82.5 70.0 05.0 70.0 65.0 38.3 - - - 46.0 46.0 64.5 40.5 40.5 70.0 61.0 68.0 66.0 70.0 65.0 70.0 65.0 52 -1/6' 18-1/8" 25-1/2" 30' 71' - 70.0 85.0 70.0 55.0 70.0 -_ 65.0 _ .._ 70.0 - -. _ 85.0 - - - - 55.0 130 70.0 63.0 70.0 83.0 70.0 75.9 70.0 65.0 70.0 77.8 70.0 55.0 70.0 85.0 - - - - 49.6 49.8 70.0 77.4 70.0 85.0 56.4 56.4 55.0 55.0 70.0 65.0 70.0 65.0 48' ,54• 60" - - - - 46.2 48.2 70.0 72.0 70.0 65.0 - - - - 44.8 44.8 64,5 76.3 64.5 78.3 - - - - 43.8 43.0 82.2 68.3 62.2 75.6 52-1/6" 10 -1/8' 25-1/2' 38' 52 -1/ _ 70.0 75.0 70.0 65.0 70.0 65.0 70.0 05.0 70.0 05.0 - _ . - - 40.0 40.0 56.0 65.8 56.0 68.0 54.7 54.7 70.0 85.0 70.0 77.6 70.0 65.0 70.0 85.0 24' 30' 36' 42' 48' 54' 64' 56.3 58.3 70.0 05.0 70.0 82.5 70.0 65.0 70.0 85.0 - - - 55.0 55.0 70.0 65.0 70.0 65.0 - - - - 66.0 60.0 70.0 65.6 70.0 85.0 _ 42.6 42.6 64.5 72.9 643 78.3 - - - - 55.0 55.0 70.0 61.5 70.0 85.0 ) J J n - - - - 47.1 47.1 70.0 73.1 70.0 85.0 BUCK OOHS •••• • -I J O i _ �'I• , Z v . 2 'V gi - - - - 43.1 43.1 67.2 67.2 70.0 85.0 I • • • • • • - - - - 36.7 36.7 62.2 82.9 62.2 75.6 • • • • • • • • • • • • • • - - - - 33.0 33.0 42.0 51.0 42.0 51 A 24" 30" 36• 42• 48• a4 96 , 57.0 - 57.0 - 70.0 - 85.0 - 70.0 660 82.1 60.0 70.0 70.0 85.0 85.0 70.0 70.0 85.0 85,0 • • 1 e 11 . - - - - 65.0 66A 70.0 76.8 70.0 85.0 W r-4 I FLANGE FREE • WINDOW • • • - - - - 45.1 45.1 70.0 70.2 70.0 83.0 - - .. - - 37.2 37.2 64.0 94.0 70.0 74.4 1. T "' - • - - •••••• • • • � •O 4 • • • • • • - - - - 33.0 33.0 46.7 56.7 46.7 80.7 24' 30" 36' 42' 48• 108' - - - - 70.0 812 70.0 65.0 70.0 55.0 • • • • • • • •••••• • ... - - - - 66.0 66.0 70.0 65.0 70.0 05.0 i J - - - - 55.0 55.0 70.0 76.6 70.0 85.0 J - - - - 41.6 41.6 68.1 68.1 70.0 53.2 • • .... • • - - - - 33.2 33.2 52.5 61.7 52.5 63.6 H c E�� 24 ' 30• 36 42' 120' 80.2 70.0 85.0 70.0 65.0 • - _ - - - _ - _ 70.0 66.0 . 66.0 70.0 65.0 70.0 65.0 FIN FRAME •WINDOW • • • 1 g 6 12141111 . -, .-- - - - - 35.0 55.0 70.0 75.3 70.0 65.0 to • • • 1M01M AND 1.040114 06AMSIONS CAN 8E ORGMED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE - - - - 39.5 39.5 80.0 66.5 60.0 72.9 T • ' a 44• 30" 36" 132' - - - - 70.0 79.4 70.0 85.0 70.0 85.0 A PPnte d as eon , 'with 0t4 0 Dite 1 „ ' A� (41,44: DR. tA.HAICLM WW1 stR p iC1URCS F 10567 m - - - - 65.2 65.2 70.0 55.0 70.0 65.0 - - - - 53.2 53.2 70.0 74.1 70.0 65.0 APR 2 1 2004 24" so 38' 144' - - - - 67.6 64.5 70.0 65.0 70.0 65.0 WOA4 -TFIfA - - - - 64.5 64.5 70.0 e5.0 70.0 65.0 * . a'''''' °"`- , t • ` . - -• drawing no. . W03 -11 - - - - 50.6 50.8 _ 70.0 73.1 70.0 85.0 (sheet 3 of 6 5 S 1 /8' ANN. OR TEMP. GLASS 3/8' NR SPACE 1/8' ANN. GLASS INTERLAYER .090' DUPONT SENTRYCW PUJS OR .100' SOLUTN MP 100 OR .075 SOLUTN STORM GLASS TWO PART SUCONE 1) ONE PART SIUOONE PECORA 895 SIKA SIKAFLEX 552 OR 'PECORA 985' OR I_i11. GLASS GROUP 'A' 1/8' ANN. GLASS 1/8' MIN. GLASS INTERLAYER .090' DUPONT SENTRYOLAS PLUS OR .100" SOLUTU.HP 100 OR .075 SOUJTIA STORM GLASS 1/8' ANN. CLASS TWO PART SILICONE PECORA 985 OR SIKA SKNFEX 552 OR ONE PART SILICONE PECORA 895 1/8' MIN. OR TEMP. GLASS 3/8' AIR SPACE 1/5' MEAT S7REN'O. GLASS GLASS GROUP 'B' INTERLAYER .090' DUPONT SENTRYOLAS PLUS OR .100' SOLUTIA HP 100 OR .075 SOLUTIA STORM GLASS 1 /8' NEAT STREN'D. GLASS TWO PART SILICONE PECORA 985' OR SPCA SIlAFLDI 052 OR 111 PECORA 895 ONE PART SILICONE 1/0' MEAT STREN'0. CUSS INTERLAYER 090' DUPONT SENTRYOLAS PLUS OR .100' SOLUTIA HP 100 OR .075 SOLUTN STORM CLASS 1/8' HEAT STREN'D. GLASS TWO PNLT SIUCONE PECORA 986 OR SIKA SIMMER 652 OR ONE PART SIUCONE PECORA 895 3/18' ANN. OR TEMP. GLASS 3/8' AIR SPACE 3/18' ANN. CLASS GLASS GROUP 'C' : e to tev10'bit• FAME 1Ae NOM If'IS %G MU•1 �� M • . INTERLAYER .090' DUPONT SENTRYOLAS PLUS OR .075 SOLUTN STORM GLASS 3/18' MN. GLASS 3/18' ANN. CLASS TWO PART SIUCONE 'PECORA 985' OR SIKA SIKAFLEL 852 INTERLAYER .090' DUPONT SENTRYOLAS PLUS OR .075 SOLUTIA STORM CLASS 3/19' ANN. GLASS TWO PART SILICONE 'PECORA 985' OR SIKH SIK $1EX 552 3/18' ANN. OR TEMP. CLASS NR SPACE 3/10' HEAT STREND. OIASS All" '' TWO PART SILICONE ._ • PECORA 985' OR SIKA SKAPIEL 552 1�rIIL. Osw' DR. HUMAYO'R7 TAA000 STRUCTUAL'S CATi 1E777 GLASS ?ROVg "D;• APR 21 2004 INTERLAYER .090' DUPONT SENTRYCLAS PLUS OR .075' SOLUTU STORMGLASS 3/18' HEAT STREN'D. GLASS 3/18' HEAT STRENO. CUSS INTERLAYER .090' OUPONT SENTRYOLAS PLUS OR .075' SOLUTIA STORMGIASS 3/18" HEAT STREN'D. 0/ASS •••• jI' la � ' TWO PART XX OR $5 I • • • ORA 983' SI �IKAFI£x Bsa • • ••• •• • k • • • • • • • ..•• • • • •. •• • • • •. • • .• • • .. • • 5 b zB p N o tr 0 Z Y 8 04 a • 0 t a drawing no. W03 -112) (91Nwt 2 0T 6 s, SRR ES MPFX ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. WINDOWS GLAZED WRH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. APPROVAL APPUES TO FIXED WINDOWS OF FLANGE OR FIN FRAMES. ALSO SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE MOH VELOCITY HURRICANE ZONE OF TIE 2001 FLORIDA BUILDING CODE, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL WINDOW WIDTH WINDOW WIOM ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR VERIFIED BY DESCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR R SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE WINDOW WIDTH g c e MAX. FROM ENDS 12' MAX EAD /SR.► 33 /6' D.L OPO. 36' BUCK WIDTH FI ANCE FRAM, Araw,".. ° ,.C P ' 7 nIL.RItO Flori6. t •� •. N l•11. i .. - aa1 FALSE MINTINS SURFACE APPLIED CPT!ONAL 1 • TYPICAL ELEVATION$ TESTED UNIS J 0 6' MAX. FROM ENbS Din. OK HWA 0UN FARCOO STD3CTVRLS F•JL AE �p6T . CAN 6 APR 21 2004 PI .• 11 • • • w1 • • • •• • • It. _Z •!__tl 1• • • l! == •. V4 1 • • • ?4i. "w �rI • • • • • • • • • • 1 6 MA% • • •• • 37.1 12' ••• • • .0„.33.10r/150. • • • • • 361 ••.• • BUCK WIDTH • •••• • • • 1 E • • • e •• • ggi n Ben drawing no. W03 -112 • • • Kinco. LTD. • • • • • • • • • • • • • • • • • • • • • • • • • • • • D. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office E -2 • • • • • • • • • • • • •.. • • • • • • • • • b .. • • • • • •. • • .. • • • • • • • . • • • • • • • • • • • • • • ••. .. • • •... • • • • . SU . . NOTICE OF ACCEPTANCE: EVIDENCE BMITTED 4. Test reports on 1) Air Infiltration Test' per 1' :TA/ 202•4 • , • • 2) Uniform Static Air Prrssuuri Test 1adi&g per RBC, TAS 202 -94 3) Water Resistance Test, per'B(, TASK 202f94 • 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154 -W -3 dated September 2, 2003, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by A1- Farroq Corporation, dated 03/06/04, signed and sealed by Humayoun Farooq, P.E E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No.03- 0421.01 issued to "Solutia Inc." for "Saflex HP Interlayer for Laminated Glass" dated 05/22/03 and expiring on 04/14/08. 3. Notice of Acceptance No. 03 -0514.15 issued to "Oldcastle Glass Inc." for "Storm Glass" dated 12/11/03 and expiring on 12/11/08. F. STATEMENTS 1. Statement letter of no financial interest, dated December 29, 2003, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of conformance, dated December 29,2003, signed and sealed by Humayoun Farooq, P.E. G. OTHERS 1. Letter from consultant stating that the product is in compliance with the Florida Building Coda (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0315.01 Expiration Date: June 03, 2009 Approval Date: June 03, 2004 Kinco, LTD. A. DRAWINGS 1. 2. • • ... • • • ... • • • • • • • • • • • • . • • • • . . • . •• • • • • • • • • • • • • • • • • ... • • • • • ... • • • • • • • • • • • • • . .. .. ..... • • • .... • .. • .... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . • • • .. •.. • • .. • Manufacturer's die drawings and sections. • Drawing No. W03 -112, titled " MPFFI Fixed Window (L.M.I.). ", sheets 1 through 6 of 6, dated 12/12/03, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum, fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA - 1154 -W dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) 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 along with marked-up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154W -2 dated August 18 thni November 13, 2003, signed and sealed by Ramesh Patel, P.E. 3. 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 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154 -W -1 dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04 -0315.01 Expiration Date: June 03, 2009 Approval Date: June 03, 2004 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Rings Road Jacksonville, F132254 • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • . • • • • • • • MIAMI COUNTY, FLORIDA ' •• • • • • METRCCD &D: FLAGLER BUILDING • • • • 44a R�EssT FLAAGuER STREET, SUITE 1603 • • • • MTAMI'FLORTDA 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 (AHD). 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 productis approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "MPFX" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No: W03 -112, titled " MPFX Aluminum Fixed Window (L.M.I.). ", sheets 1 through 6 of 6, dated 12/12/03, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04 -0315.01 Expiration Date: June 03, 2009 Approval Date: June 03, 2004 Page 1 • MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE American Window Corporation 8500 N.W. 64 Street Miami FL 33166 The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0214.07 Expires:01 /09/2003 Approved: 03 /10/2000 Internet mail address: postmaster ©buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Aluminum Single Hung Window Impact /Non Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance 011icc Homepage: http : / /www.buildingcodeonline.com American Window Corporation ACCEPTANCE No.: 00- 0214.07 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAR 1 0 2000 EXPIRES : January 9, 2003 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 0723.05, which was issued on January 9, 1997. It approves an aluminum single hung window as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Single Hung Window - Impact and non Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W96 -21, titled " Single Hung Window ", Sheets 1 through 4 of 4, dated 11/29/96, with revision "A" dated 11/21/96, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system 2of3 Manu Perez, P.E. Product Cgrit of Examiner Produc ontrol Division American Window Corporation ACCEPTANCE No.: 00- 0214.07 APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS MAR 1 0 2000 EXPIRES : ,Ianuary 9, 2003 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the tiling of a revision application with appropriate fee) and granted by this office. 5. Any of-the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal or Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Manuel erez, P. E., Product Product rol Division END OF THIS ACCEPTANCE 3of3 ltrol Examiner INSIDE GLAZED WINDOW ITEM / PART g REQD. DESCRIPTION REMARKS 1 - I FRAME HE RO 6063 -T5 2 - 1 FRAME SILL 6063 -T5 3 - 2 FRAME JAMB 6063 -T5 4 - I MEETING RAIL 6063 -T6 5 - I SASH TOP RAIL 6063 -T6 6 - 1 SASH BOTTOM RAIL 6063 -T5 7 - 2 SASH SIDE RAIL 6063 -T5 8 - - - - 9 - 1 4 ASSEMBLY SCREWS $ 8 X 1' P.H. PHILIPS CRS 10 - 4 FACE GUIDES 2/ SASH SIDE RAIL II - AS REQD. SASH LATCH MOLDED PLASTIC 4 - SPRING 12 - AS REQD. FIN SEAL PILE - 13 - - - - 14 - - - - 15 - AS REOD. ALUM GLAZING BEAD ROLL FORMED ALUM. 16 - 2 BLOCK S. TACKLE BALANCE 5/8' BOX 17 - - - - r1 m .062 0 to FRAME HEAD 6063-75 1.110 1.062 2.187 FIXED RAIL 6063 -T6 .050 VENT TOP RAIL 6063 -T5 VENT BOTTOM RAIL 6063 -T5 m m 0 SECTION DETAILS FOR INSIDE GLAZED WINDOWS (SEE SHEET 2) VENT JAMB 6063 -T5 1.157 2.500 FRAME JAMB 6063 -T5 FRAME SILL 6063 -T5 n N_ N ALL FRAME AND VENT CORNERS TO BE SEALED WITH SCHNEE - MOREHEAD SEAM SEALER OR EQUIVALENT (ALL TYPES) FRAME CORNER ASSEMBLY VENT CORNER ASSEMBLY Engr: DR MUTAAYCUN FAR000 . STRUCTURES . FLA. ?: 16557 MAY 0 5 1998 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA L� BILDING CODE DAT .. 'Z44' . /O 0 BY PRODUC TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00 - 0 Z /4- O - C O 0 z z W J z z D J n 0 U I- O a ctOD 4 M Z O Z L a W 0 Q • co M 0 J CV 1 � J o_ 2 O at U, 0 r 0 In to N at v7 h 0 J W r C C a a N v 'O v 0 . 0 et N 1 a: I A n 0 0 8 0 N Z z 0 U u 0 P 0 drawing no. W96 -21 (sheet 1 oI 8 ) s c v 3/16' X 2-1/4' TAPCONS (I) Q CENTER OF SILL - ALL VIDTHS Tr\ 3/16' X 2 -1/4' tAPCONS ? 6' FROM COPNEPs MAX I. 14' OC. MAX SPACING 4 0 a 3/16' ANN. GLASS SEE CHART ON SHEET 5 SPRING LOADED LATCH -2/ VENT OPTIONAL TO MTG. RAIL LATCH 3 -3/8' • as FIN SEAL WOOL PILE V/ STRIP INSIDE GLAZED WINDOW SHUTTERS REQUIRED I 3/8' BITE TYP. N 10 SMS 3/4' MIN. WOOD EMBED_ (1) a CENTER OF SILL ALL VIDTHS - ADHESIVE BACK BEDDING COMPOUND _ROLL FORMED ALUMINUM GLAZING BEAD 1 BY OR 2 BY WOOD BUCK v • • 11411 \11W 11Htp\Na11111111%W. O I r1 1/4' SHIM MAX. O WINDOW WIDTH 2 ANCHORS UPTO 26' VIDTHS 3 ANCHORS ) 26' TO 40' VIDTHS 4 ANCHORS > 40' TO 53 -1/8' VIDTHS SEE CHART ON ;HEFT 3 FOR NUMBER AND SIZE OF ANCHOPS PEP JAMB ANCHOR AT CENTETR REOD. FOR ALL VIDTHS VIDTH _ VOOD BUCKS NOT BY A.V.C. MUST SUSTAIN IMPOSED LOADS 3/16' X 2 -1/4' TAPCONS OR -1/4' TAPCONS (JAMBS ONLY) SEE CHARTS 4 a a 4 a 4 a 4 4 0 0 V IN DOW TYPICAL ELEVATION MAY 05 1998 NOTES: 1. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR CONDITIONS NOT DESCRIBED IN THIS APPROVAL TO BE ENGINEERED SEPARATELY. Engr: DR. HUWIO.YOUN FAR000 STRIjCTVRES FLA. PE I 16557 l 14' MAX. Pil— 6' MAX WINDOW HEIGHT 6' 1Ax. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT . ! 2COO BY L...LI/� PRODU . NTROL DIVISION • BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 190 ' 0 2/ 4 .0 ' Z s] U � to Z t I O 0 r( O Ix O � D. C4 'O 4 O v1 U z ')O UJ O o � ct (� vi ' 0 N [xi wN ° 2 P d (Z C C 0 VI v G. 0 U I- ut (0 3 Z (0 r• J o oo to - co M C 0 a C N .0 V 0 0 ,C V c X 0 0 drawing no. W96 -21 (sheet 2 of 8 SECTION DETAILS FOR OUTSIDE GLAZED WINDOWS (SEE SHEETS 4 & 6) OUTSIDE GLAZED WINDOW ITEM / PART / REQD. DESCRIPTION REMARKS 1 — 1 FRAME HEAD 6063 —TS 2 — 1 FRAME SILL 6063 —T5 3 — 2 FRAME JAMB 6063 -75 4 — 1 MEETING RAIL 6063-76 5 — 1 SASH TOP RAIL 6063 -76 6 — 1 SASH BOTTOM RAIL 6063 —T5 7 — 2 SASH SIDE RAIL 6063 —T5 8 — AS REQD. MUNTIN 6063 —T5 9 — 14 ASSEMBLY SCREVS 1$1:1X V P.H. PHILIPS CRS 10 — 4 FACE GUIDES 2/ SASH SIDE RAIL 11 — AS REQD. SASH LATCH MOLDED PLASTIC SPRING 12 — AS REQD. FIN SEAL PILE — 13 — — — — 15 — AS REQD. ALUM GAZING BEAD ROLL FORMED ALUM. 16 — 2 BLOCK 1. TACKLE BALANCE 5/8' BOX Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 15557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT �a . 4° BY _ PRODU NTROI DIVISION 4 BUILDING CODE COMPLIANCE OFFICE ACCEP1AI:CE no t20 - 0 ,? ! f . D N m 2.187 u FRAME HEAD 6063 —T6 1.110 1.281 FIXED RAIL 6063 -16 VENT TOP RAIL 6053—T6 1.719 VENT BOTTOM RAIL 6063 —T5 '0 N '0 N �O .844 MUNTIN 6063 —T6 1.093 VENT JAMB 6063 —T5 FRAME JAMB 6063 -TS FRAME SILL, 6063 —T5 N N C a 0: O 0 1- 'n S i on Z_ '� ,n 3 cn r c1 01 < 3 '^ — i V Z LL t O • w O v < — W < 00 H rn c 0 cn . J to a 4) N 8 U 41 C a a n 0 n 0 5 ) drawing no. W96 -21 (sheet 3 of 8 ) 4 4 6 A 4 4 a 3/16' 2 -1/4' TAPCONS 6' FROM CORNER; MAY 1. 14' 0 C MAX SPACING 4 4 a a 44 4 4 1/4' MAX . SHIM 3/16' X 2 -1/4' TAPCONS —(1) Q CENTER OF SILL FOR VINDOVS OVER 37' VIDE DSB- ANNEALED OR 3/16' -ANN. GLASS SEE CHART ON SHEET 5 SWEEP LATCH OPTIONAL TO BOTTOM RAIL LATCH 1/ VENT UP TO 37' WIDE WINDOWS 2/ VENT OVER 37' VIDE WINDOWS SPRING LOADED LATCH — 2/ VENT OUTSIDE GLAZED WINDOW SHUTTERS REQUIRED FIN SEAL WOOL PILE V / STRIP v1y BY O gg R U 2 BY II 10 5M5 3/4' MIN. VOOD (1) Q CENTER OF SILL FOR VINDOWS OVER 37' WIDE 4•V O m ■111 \1111 WINDOW WIDTH ANCHOR AT CENTETR REOD. FOR WINDOWS OVER 37' VIDE NO ANCHORS REOD. FOR WINDOWS 37' VIDE OR LESS 0 1/4' SHIM MAX. OUTSIDE GLAZED WINDOW SHUTTERS REQUIRED 2 ANCHORS UPTO 26' VIDTHS 3 ANCHORS ) 26' TO 40' WIDTHS 4 ANCHORS > 40' TO 53-1/8' WIDTHS SEE CHART ON SHEET 3 FOR NUMBER AND SIZE OF ANCHORS PER JAMB \ _ VOOD BUCKS NOT BY A.V.C. MUST SUSTAIN IMPOSED LOADS 4 4 6 MUNTINS OPTIONAL SEE COMPARATIVE ANALYSIS TABLE a a 4 4 4 a 3/16' X 2 -1/4' TAPCONS OR 1/4' TAPCONS (JAMBS ONLY) SEE CHARTS 14 O 1 H ,. I 11 ; % / / I I I! 11 1 11 11 l I 11 11 WINDOV I I I I I I 11 I I I I II 11 11 /,/// II II /• II O L_ VIDTH TYPICAL ELEVATION Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 MAX r APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PROM) MA.( V INIIOV HEIGHT 'D 2.000 fTROL DIV ISt� OH BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE / y . NO. 07: /. 0 7- c ) h c 0 N .; 4l ) to at h N 8 O 1 a 0 (1 na O 0 O 0 z z U W co ro J u. 0 CL u v .n v 0 0 C 5 ( drawing no. W96 -21 (sheet 4 of 8 MAX. DESIGN LOADS -PSF INSIDE GLAZED WINDOWS WINDOW DIMS. 3/16" TAPCONS AT JAMBS. HEAD AND SILL 1/4" TAPCONS AT JAMBS ONLY WINDOW TYPE 'D' WINDOW TYPE 'D' I1/1 WITH 3/ 16" -ANN. GLASS I/1 WITH 3/16"-ANN. GLASS WIDTH HEIGHT E XT INT. EXT. INT. 19-1/8' 26 -1/2' 37' 53 - 1 /8 26' ® = 3 90.0 286.1 90.0 518.0 90.0 206.5 90.0 3270 90.0 147.9 90.0 214.4 48.8 77.5 48.8 775 19-1/8' 25 37' 53 - 1/8' 38 -3/8' ® = 4 90.0 227.8 90.0 312.9 90.0 164.4 90.0 225.8 90.0 117.8 90.0 161.7 34.0 54.1 34.0 54.1 19-1/8' 26 -1/2' 37' 53 -1/8' 50 -5/8' ®= 6 90.0 259.3 90.0 312.9 90.0 187.1 90.0 208.7 86.9 134.0 86.9 138.0 - - 26.9 42.7 19-1/8' 2 6 -1/2' 37' 53-1/8' 58' ® = 6 90.0 217.7 90.0 269.0 90.0 157.1 90.0 179.4 82.1 112.5 82.1 121.7 - - 24.2 38.4 19 -1/8' 26 -1/2' 37' 53 -I /B' 63' ® = 6 90.0 196.4 90.0 245.7 90.0 141.7 90.0 163.9 80.0 101.5 80.0 111.1 - - - - 19-1/8' 26 -1/2' 37' 53 -1 /8' 74 -1/4' 90.0 160.9 90.0 205.5 90.0 116.1 90.0 137.1, ®= 6 - - 77.5 93.0 61.3 - - - - TESTS PERFORMED AT H.E.T.I. REPORT # SAMPLE SIZE * GLASS DESIGN PRESSURES + PSF - Psr WINDOW TYPE 'A' 1 37" X 63" 0.C. 0S8 -ANN. 53.3 60.0 HET1 -95 - 1050 2 37" x 63" I.C. 3/16" -ANN. 67.0 133.3 3 37" X 63" I.G. 3/16 -ANN. 80.0 127.0 4 37" X 63" 0.G. DS8 -ANN. 60.0 60.0 5 53-1/8" X 63' 0 G. 058 -ANN. 40.0 52 0 6 53 X 63" 0.G. 3/16"-ANN. 60.0 75 3 HETI -96- 1 125 I 53 X 63" 0.G. 3/16"-ANN. 61.0 61.0 2 37" X 63" 0.G. 059 -ANN. 61.0 61.0 OUTSIDE GLAZED WINDOWS WINDOW DIMS. 3/10" TAPCONS AT JAMBS, HEAD AND SILL 1/4" TAPCONS AT JAMBS ONLY WINDOW TYPE 'A' WINDOW TYPE 'B' WINDOW TYPE 'C' WINDOW TYPE 'A' WINDOW TYPE 'B' I/1 WITH DSH -ANN. GLASS I/1 WITH 3/16" -ANN. GLASS TRUE COLONIAL W/ DSB -ANN. GLASS 1/I WITH DSD -ANN. GLASS I/1 WITH 3/16" -ANN. GLASS WIDTH HEIGHT EXT INT. EXT. INT. EXT. - INT EXT. INT. EXT. INT. 19 -1/8' 26 -1/2' 37' 53 -1/8' 26' ® = 3 613 286.1 61.3 286.1 61.3 244.7 61.3 373.0 61.3 540.1 613 206.5 61.3 206.5 61.3 154.5 61.3 235.5 61.3 341.0 61 3 147.9 61.3 147.9 61.3 101.3 61.3 154.4 61.3 223.6 61.3 101.0 61.3 103.0 32.5 36.6 61.3 101.0 61.3 146.3 19 -1/8' 26 -1/2' 37' 53-1/8' 38 -3/8' ®= 3 613 151.9 61.3 151.9 61.3 151.9 61.3 234.8 61.3 312.9 61.3 109.6 61.3 109.6 61.3 109.6 61.3 156.8 61.3 225.8 61 3 78.5 61.3 78.5 61.3 76.4 61.3 106.4 61.3 161.7 56.4 54.7 61.3 54.7 22.7 25.5 56.4 71.3 61.3 106.1 19 -1/8' 26 -1/2' 37' 53 -1/8' 50 -5/8' ®= 4 61.3 155.6 61.3 155.6 61.3 1.55.6 61.3 171.4 61.3 312.9 61.3 112.3 61.3 112.3 61.3 112.3 61.3 114.4 61.3 208.7 61.3 77.7 61.3 80.4 57.9 65.2 61.3 77.7 61.3 141.5 46.0 52.0 61.3 .56.0 - - 46.0 52.0 61.3 86.5 19 -1/8' 26 -1/2' 37' 53 -1/8' 58' ® = 5 61.3 147.4 61.3 174.2 61.3 174.2 61.3 147.4 61.3 269.0 61.3 98.4 61.3 125.7 61.3 114.4 61.3 98.4 61.3 179.4 61.3 66.8 61.3 90.0 54.7 61.6 61.3 66.8 61.3 121.7 • 42.0 44.7 61.3 62.7 - - 42.0 44.7 61.3 79.1 19 -1/8' 26 -1/2' 37' 53 -1/8' 63' 61.3 134.7 61.3 196.4 61.3 196.4 61.3 134.7 61.3 245.7 61.3 89.9 61.3 141.7 61.3 114.4 61.3 89.9 61.3 163.9 ®= 6 61.0 61.0 61.3 101.5 53.3 60.0 61.0 61.0 61.3 111.1 40.0 40.9 60.0 70.7 - - 40.0 40.9 60.0 74.3 19-1/8' 26 -1/2' 37' 53 -1/8' 61.3 112.7 61.3 160.9 61.3 . 160.9 61.3 112.7 61.3 205.5 74 -1/4' 61.3 75.3 61.3 116.1 61.3 114.4 61.3 75.3 61.3 137.1 ®= 6 51.1 51.1 61.3 83.2 - - 51.1 51.1 61.3 93.0 - - - - - - 34.2 34.2 53.7 62.2 = NO. OF ANCHORS PER JAMB. SINGLE HUNG WINDOW COMPARATIVE ANALYSIS CHART BASED ON HETI -95 -1050 DATED 5 -1 -96, AS FOLLOWS MAXIMUM DESIGN LOADS - PSF O.GLAZ€D I/1 WITH DSB -ANN. GLASS, BASED ON SAMPLE V O.GLAZED 1/1 WITH 3/I6"-ANN. GLASS. BASED ON SAMPLE VI O.GLAZED TRUE COLONIAL WITH DSB -ANN. GLASS. BASED ON SAMPLE I I.GLAZED 1/1 WITH 3/16" -ANN. GLASS, BASED ON SAMPLE II NON- IMPACT COMPARATIVE ANALYSIS PA 202 -94 SHUTTERS REQD. FOR ALL INSTALLATIONS USING THESE CHARTS • I.G. INSIDE GLAZED 0.G. - OUTSIDE GLAZED UA = NO. OF ANCHORS PER JAMB. TRUE MUNTINS TRUE MUNTINS) Enqr• DR HUMAYOUN FAR000 RUCTL PES FLA. PE ! 16557 MAY 0 5 1998 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 1 1 / j00 BY ' . / PRODUC Ci TROL DIVISION U BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 2 /C,l_ t 0 U 3 0 O z 3 z U W C 0 . v a I S drawing v to j Z o 0 do M a to no. W96 -21 a a 2 0 o to to N 01 l0 0 n J W C 0 U U) b v 0 v O �C 6 (sheet 5 of 8 MAXIMUM DESIGN LOADS - PSF IMPACT SUPPLEMENTAL CHART (LARGE MISSILE) NO SHUTTERS REQUIRED WINDOW DIMS. EXTERIOR GLAZED 3/16" ANNEALED GLASS WITH DUPONT R -454 FILM 3/16" TAPCONS AT JAMBS. HEAD AND SILL 1/4" TAPCONS AT JAMBS ONLY 2" SILL 2" SILL VIDTH HEIGHT EXT INT E' <1 INT 17-1/8' 26 - 1/2' 37 ' 53-1/8' 26' ® = 3 50.0 70.0 61.3 70.0 50.0 70.0 61.3 70.0 500 700 613 70.0 50.0 70.0 61.3 "70.0 19 -1/8' 26 -1/2' 37' ,53 -1/8' 38-3/9' ® = 3 50.0 70.0 61.3 70.0 500 70.0 61.3 70.0 50.0 70.0 61.3 70.0 50.0 54.7 61.3 70.0 19 -1/8' 26 -1/2' 3 7' 53 -1/8' 50 -5/8' ®= 4 500 70.0 613 70.0 50.0 70.0 61.3 70.0 50.0 70.0 61.3 70.0 50.0 56.0 61.3 70.0 19-1/8' 26 -1/2' 37' 53 -1/8' 58' ® = 5 50.0 70.0 61.3 70.0 50.0 70.0 61.3 70.0 50.0 70.0 61.3 70.0 50.0 62.7 61.3 70.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 63' ® = 6 50.0 70.0 61.3 70.0 500 70.0 61.3 70.0 50.0 70.0 61.3 70.0 50.0 70.0 60.0 70.0 19-1/8' 26 -1/2' 37' 53 -I /8' 74 -1/4' ® = 6 50.0 70.0 61.3 70.0 50.0 70.0 61.3 70.0 50.0 70.0 61.3 70.0 - - 53.7 62.2 a ROLL FORME GLAZING BEAD 3/8'x3/4' STEEL BAR FULL LENGTH a A X 3/4' SMS e 7' MAX . FROM ENDS & 9 -3/4' MA /.. SPACING 4 4 a 3/16' X 2 -1/4' TAPCONS e 5 -1/2' FROM CORNERS- & 10 -1/2' MAX. SPACING 3/16' X 2 -1/4' TAPCONS 4 5 -1/2' FROM CORNERS MAX L 10 OC. MAX. SPACING 4 a a 4 4 4 4 3/16' ANN. GLASS VITH DUPONT R -454 FILM 1/8' STRUCTURAL SILICONE TYP. SWEEP LATCH 2/ VENT OPTIONAL EXTRUDED GLAZING CHANNEL 1/2' X 1/2' X 1/16' (OPTIONAL) 2' • as e 1/4' MAX. SHIM SPRING LOADED LATCH 2/ VENT N 10 SMS 3/4' MIN. WOOD EMBED 5 -1/2' FROM CORNERS I. 10 -1/2' MAX. SPACING 2 ANCHORS UPTO 22' VIDTHS 3 ANCHORS ) 22' TO 34' VIDTHS 4 ANCHORS ) 34' TO 46' VIDTHS 5 ANCHORS > 46' TO 53 -1 /B' VIDTHS SEE CHART ON SHEET 3 FOR NUMBER AND SIZE OF ANCHORS PER JAMB EXTERIOR GLAZED, WINDOW ONLY SHUTTERS NOT REQUIRED ROLL FORMED OR EXTRUDED GLAZING BEAD X z _ x .7 1 BY OR 2 BY WOOD BUCK 0 0 n I I I I I b �F-10 1/2' MAX. VINDOV VIDTH TYPICAL ELEVATION 1/4' X 19/32' ALUM. BAR_ FULL LENGTH OF VENT JAMB a 8 x i/2' F.H. SMS 3/ VENT JAMB 0 1/4' SHIM MAX. WINDOW WIDTH 10 /2' MAX -�4 - 5 1/2' MAX VINDOV HEIGHT 5-1 2' MAX. 4 a WOOD BUCKS NOT BY A.V.C. MUST SUSTAIN IMPOSED LOADS a 4 3/16 X 2 -1/4' TAPCONS OR - 1/4' TAPCONS (JAMBS ONLY) SEE CHARTS a a 4 0 = NO. OF ANCHORS PER JAMB. PA 201 -94 AND PA 203 -94 LARGE MISSILE IMPACT AND CYCLIC LOAD TESTS AS PER ATL- 0721.01 -95 PA 202 -94 UNIFORM LOAD TEST AS PER HETI -95 -1050 SAMPLE VI Engr: CU. HUMAYGUN FAR000 STRUCTURES !LA. FE O 16557 5 1390 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE �0 Z0a) / J DAT BY PRODUC CO TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 0 z m '2 • 'n .o w 1 N '0 .- ry ' 0 0 ce Q v d X N •f n Z r') O Z ' 0 5 < < co 60 CC (Yi /1 O N , <4 I Wu t O ■ Z g .. zN C C 0 N 5 C a a h (.4 ./ N to a 2 0 U 0 n m „ 'A O n N ►7 N oI Z (, - 0 O O 5 Q w c0 0 0 drawing no. W96 -21 sheet 6 aE 8 FIXED RAIL 6063 -16 GLAZING ADAPTER 6063 -T5 1.093 VENT JAMB 6063 -T6 1.15 7 2.562 FRAME JAMB 6063 -TS 2.188 GLAZING ADAPTER FR. JAM8 6063 -T5 SECTION DETAILS FOR OUTSIDE GLAZED WINDOWS (SEE SHEET 0) OUTSIDE GLAZED WINDOW ITEM / PART / RM. DESCRIPTION REMARKS I AV -359 1 FRAME HEAD 6063 -T5 2 AV -]61 1 FRAME SILL 6063 -T5 3 AV -353 2 FRAME JAMB 6063 -TS 4 AV -357 1 MEETING RAIL 6063 -T6 5 AV -356 1 SASH TOP RAIL 6063 -T6 6 AV -]60 1 SASH BOTTOM RAIL 6063 -T5 7 AV -355 2 SASH SIDE RAIL 6063 -T6 9 - 14 ASSEMBLY SCREVS a 8 X 1' P.H. PHILIPS CRS 10 - 4 FACE GUIDES 2/ SASH SIDE RAIL 11 - AS REOD. SASH LATCH MOLDED PLASTIC SPRING 12 - AS REOD. FIN SEAL PILE - 15 AV -372 AS REOD. GLAZING ADAPTER 6063 -T5 16 - 2 BLOCK 1. TACKLE BALANCE 5/8' BOX 17 AV -]71 AS REOD. GLAZING ADAPTER FR. JANE 6063 -T5 Engr: OR. HU'AAYOUN FAR000 STRUCTURES TLA. PE 1 16357 MAY 0 5 1998 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT _ ��II►► ' �� i .�� ._ 000 RY _ _u7/1,19 - PRODU C014TROL DIVISION 4 UUI.DiNG CODE COMPLIANCE OFFICE ;cCErrAtcE NO 00- 0 2/4. 0 7- N 2.187 N .0 FRAME HEAD 5063 -15 1.062 VENT TOP RAIL 603 -T5 ti '0 VENT BOTTOM RAIL. 6063 -15 N i t0 a, n / 0 J Z W I N 1 rr r, J � vi U C4 o 0 O a 0, a a a� 4 O v, U — tal z - Cr Q '^ .3 a CL' vi 1 Q Fs4 W`^ 1 F to F. Q LI .- cn 4 CC 0 O I U Q 1- O z Zit 1 ZZ 2 41 U a o f EE 0 W < CO M n C 0 N . •U v 0 0 C to a (7 n v N — r 0 is 0 0 I V c drawing no. W96 -21 (sheet 7 or 8 ) MAXIMUM DESIGN LOADS - PSF IMPACT SUPPLEMENTAL CHART (URGE MISSILE) WINDOW DIMS. 3/8" OVERALL LAMINATED GLASS 3/16" TAPCONS AT IAMBS, HEAD AND SILL 1/4" TAPCONS AT JAMBS ONLY WIDTH HEIGHT Ex T. INT. EX T. INT. 19 -1/8' 26 -1/2' 37' 53 -1/8' 26' ® 3 613 76.0 61.3 76.0 61.3 76.0 61.3 760, 61.3 76.0 61.3 76.0 613 76.0 61.3 76.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3'8' ®= 3 61.3 76.0 61.3 76.0 61 3 76.0 61 760 61 3 76.0 61 3 76 0 613 54.7 613 760 19 -1 /8' 26 -1/2' 37' 53 -1 /8' 50-5/8' . ®= 4 613 76.0 613 760 61.3 76.0 61.3 76 0 61.3 76.0 61.3 76.0 61.3 56.0 61.3 76.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 58' ® = 5 61.3 76.0 61.3 76.0 61.3 76.0 61.3 76.0 61.3 76.0 61.3 76.0 61.3 62.7 61.3 76.0 19 -1 /8' 26-1/2' 37' 53 -1/8' 63' ® = 6 61.3 76.0 61.3 76.0 61.3 76.0 61.3 76.0 61.3 76.0 61.3 76.0 60.0 70.7 60.0 74.3 19 -1/8' 26 -1/2' 37' 53 -1/8' 74 -1/4' ® = 6 61.3 76.0 61.3 76.0 61.3 76.0 61.3 76.0 61.3 76.0 61 3 76.0 53.7 57.9 53.7 • 62.2 • • V WINDOW WIDTH AMIOVIKAMWAKCAMMWA WZAMWZIAMIKAAMMI 3/9'(3/4' STEEL BAR FULL LENGTH (STEEL TO BE PAINT 0) II 8 X 3/4' SMS e 7' MAX. FROM ENDS & 9 -3/4' MAX. SPACING • 3/16' X 2 -1/4' TAPCONS (1) a CENTER OF SILL ALL WIDTHS I� I I i I e A II 11 3/15' X 2 -1/4' TAPCONS - 0 5' rROM CORNER' MA/ t 12' O C MAX. SPACING A 4 • • SVEEP LATCH 2/ VENT OPTIONAL 11 e SILICONE DON CORNING 995 S GLASS OPTIONS: A) .412 OVERALL MONSANTO B) .407 OVERALL GLASSLAM 1/4" MAX. SHIM II 10 SMS 3/4' MIN. VOOD EMBED (I) 2 CENTER OF SILL ALL VIDTHS 2 ANCHORS UP TO 22' VIDTHS 3 ANCHORS ) 22' TO 34' VIDTHS 4 ANCHORS ) 34' TO 46' VIDTHS 5 ANCHORS ) 46' TO 53 -1/8' VIDTHS SEE CHART ON SHEET 3 FOR NUMBER AND SIZE OF ANCHORS PER JAMB = 3/16" ANNEALED GLASS .105" SAFLEX LAMINATE 3/16" ANNEALED GLASS I /8" ANNEALED GLASS .010" LAMINATE .084" RESIN 1/8" ANNEALED GLASS 1 - I BY OR 2 BY WOOD BUCK r 1/4" MAX. SHIM e 1 BY OR 2 BY WOOD BUCK 1 12• VINDOW WIDTH TYPICAL ELEVATION ANCHOR AT CENTETR REOD. FOR ALL VIDTHS MA.(. 5' MAX. 3/8' GLASS BITE EXTERIOR GLAZED WINDOW ONLY SHUTTERS NOT REQUIRED 1/8' SILICONE BEAD 1/4" MAX. SHIM OA = NO. OF ANCHORS PER JAMB. 4 3/16' X 2 -1/4' TAPCONS OR 1/4' TAPCONS (JAMBS ONLY) SEE CHARTS a e VOOD BUCKS NOT BY A.W.C. MUST SUSTAIN IMPOSED LOADS Engv: DR HUMAYOUN FAR000 STRUCTURES FLA. PE ! 16557 MAY 0 5 1998 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT t7 BY PRODUCT CO IT DIVISION - BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.a. rQZ/ V .0 ?' w co N to 8 to a 2 O U ( 0 c 0 0 v .0 u v 0 ‘ c c drawing no. W96 -21 sheet 8 of 8