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SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ! FOC Staff SCIS Site Map Links ' Search. rIor,da .d N Product Approval USER:Public User Product Approval Menu>Pmduc`or Aoohcation Search>Aorlicadon List>Application Detail > x "sVi FL# �. " � FL16812-R3 ' g Application Type =Approved Code Version Application Status Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641)621-6096 pellaproductapproval@pella.com Authorized Signature Beth Phelps phelpsba@pelia.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND,OR 97230 (503)405-9176 tbfarr@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-1000 PJBortscheiler@peila.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E.Lunn,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 AAMA/WDMA/CSA 101/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By '2 I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity C'Yes .,No `_;N/A Product Approval Method Method I Option A Date Submitted 12/05/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/06/2017 Summary of Products Model,Number or Name Description 16812.1 250 ISeries SingleHung Window 36"x 63"vinyl non-impact single window of Use Approved for use in HVHZ.No 'Certification Agency Certificate FL16812 R3 C CAC CCL 411-H-1462.06 .07.od Approved spoR Me_R"Z:Yes Quality Assurance Contract Expiration Date Impact lkeft'z�! I t:No -35 08/06/2021 Design Pressur +3�5/-35 Installation Instructions Other:Configuratio shalt conform to the current FL16812 R3 II Drawing 1867j)d ASTM E1300 standard, Verified By: Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Dr,,.,unij 1867.pdf Created by Independent Third Party:Yes 16812.2 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with fully reinforced stiles&rails Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R3 C CAC CGL 411-H-1462.08 .09.od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/06/2021 Design Pressure:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current I FL16812 R3 11 Drawinci 1867.pd ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Drawing 1867.nd Created by Independent Third Party:Yes 16812.3 250 Series Single Hung Window 54"x 66"vinyl non-impact single window with fully I reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ.No FL16812 R3 C CAC-CCL 41!-H-1462.14 ..15.ndf Approved for use outside HVHZ.Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2021 Design Pressure:+50/-50 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R3 11 Drawing 1667.r)d ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Drawing 1867.odf Created by Independent Third Party:Yes 16812.4 250 Series Single Hung Window 48"x 72"*v*l non-impact single window with fully I reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FI-115812 R3 C CAC CCL 411-H-1462.16 A7.0 Approved for use t !d—e_H-V?%z:Yes Quality Assurance Contract Expiration Date Impact Resists i7No, .08/13/2021 Design Pressur +50/-50 Installation Instructions 0/50 +S� other:ConfigunEgn5 as,shall conform to the current FL16512 R3 11 D[awino 1867.pdf ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Drawing 1867.1)d Created by Independent Third Party:Yes 16812.5 1250 Series Single Hung Window 72 1'/2'x 63-vinyl non-impact double window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462,'00 .01.0 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/14/2021 Design Pressurin.+35/-35 1iistallation Instructions Other:Configurations of glass shall conform.to the current Fl_i6812.723 11 Drawing 1867-i2d ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Drawing 1867.odf Created by Independent Third Party:Yes 16812.6 250 Series Single Hung Window 96"'x 72"vinyl non-impact double window with fully reinforced stiles,&rails Limits of Use Certification Agency Certificate Approved for use in HVHZ-No FL16812 R3 C CAC CCL Approved for use�-dd"tMHZ:Yes Quality Assurance Contract Expiration Date Impact Reslstq"-: 0 08/09/2021 Design PressuK-t— Installation Instructions Other:Configurations of glass shall conform to the current F1_16812 R3 HT Drawina 1867.odf ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R] AE Drawing 1867.odf Created by Independent Third Party:Yes 16812.7250 Series Single Hung Window 72"x 65 1/2"vinyl non-impact double window with fully reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ.No FL16812 R3 C CAC CCL 411-H-1462.'20 .21_pdf Approved for use outside HVHZ-.Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/09/2021 Design Pressure:+50/-50 Installation Instructions Other:Configurations of glass shall conform to the current 171-16812 R3 11 Drawing 186Z._p�*f ASTM E1300 standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FLI6812 PQ AE Drawing 1867.,)df Created by Independent Third Party:Yes 16812.8 250 Series Single Hung Window 108"x 63"vinyl non-impact triple window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16812 R3 C CAC CCL 411-H-1462.00 01.od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/14/2021 Design Pressure:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL16812 R3 it Drawing 1867.odf ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Drawing 1867.odf Created by Independent Third Party;Yes 16812.9 250 Series Single Hung Window 48"x 84"vinyl non-impact single window with transom with I fully reinforced stiles&rails Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16 12 R3 C CAC CCL 411l:.L4jLQ4jlr.pd _& Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/09/2021 Design Pressure:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current FL1681-2 R3 11 Drawing 1867.0 ASTM E1300 standard. Verified By: Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Drawing_1867.odf Created by Independent Third Party:Yes 16812.10 250 Series Single Hung Window 42"x 83.5"vinyl non-impact single window with fully reinforced stiles&rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ.No FL16812 R3 C CAC CCL-PEL-H-1462.od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 11/04/2025 Design Pressure:+50/-50 Installation Instructions Other:Configurations of glass shall conform to the current ELI_(5_8L2.R3 11 Drawing 1867,pdf ASTM E1300 standard. Verified By:Warren W.Schaefer 44135 Created by Independent Third Party:Yes Evaluation Reports FL16812 R3 AE Drawing 1867.odf Created by Independent Third Party:Yes Back-1 Next Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The state of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement CKULD W.. 1. AIL FASTENERS SHALL DE Oi AL'(.DRM(:E WON THESE ORAWINGS, SPF.CIF110 ANCHOR EMBED TO FOR MAX. FRAME WIDTH, SEE: ! FOR MAX, FRAME WID`rH, SEE I amAµ .rc.WS RASE MATERLAI SHALL BE DEYONO WALL FINISH OR STUCCO. I-S NOTE BEL01V -""•"��) '•11 ffU¢Th• 2 OPENINGS,DUCXDIG k PAICX114 FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED 10 TRANSFER Al NOTE BELOW MND Lt:,05 TO INC STRUCTURE 3. 'RIESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE NUH MO MIEN ME: ._.__.._ ...�...,..._._. REgUiR£A,f:NIS OF THE FLORIDA BUILDING CODE(FRC,), x..........,e_..,,_!_...__.,__x.„.._�, .............._......,.,.,......... .....,............._»..................._..........._ tY »..t...... i. A'1 ANCHORS SECIJRLVG PRODUCT tRAtiES 1 PRESSURE TREA+ED BUCKS OR WOOD FRAMING SPALL r �- -.-........___.._.__�__.._..._-._.»...._....._...__....,.,.» G” MAX. M BE FAPART£OF RESISTING CORROSION CAMO BY THE PRESSURE TREAING CHEMICALS M THE WOOD. �. // i ' �� -• � s O, MATERIALS,INCLUDING 011T NOT LDA ID)TO STEEL.SCREWS.THAT CAME IWO CONTACT NIRA 0111ER DISSTMIAR TMTETt1ALS SHALL MEET THE.REQUIREMENTS OF FLORIDA BUILDING CODE.CHAPTER 20, S TO THE BESTOF OUR KNOVIUME.THE PRODUCT SHOWN HEREIN IS CEROFICD&DUALITY ASSURED FIN FASTENER WITHIN 2"---•"---- a BY A FLORIDA STATE APPROVED COROFKAIION/QA ENTITY&SHALL BE LABELED IN ACCORDANCE WON DIE OF CORNERS & d 1/2" FRAME SCREWS WHERE SHOWN— FOC AND DIE FLORIDA OF,PAROAEW OF BUSINESS&PROFC!$$&N..REDUTAMOM SPECIF0111ONS. MAX. G.C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR PRODUCT ASSEMBLY IS NOT PART OF TRO',ORAVANG AND SltkL BE IN ACCOROANCE VIITII THE ,q VANUFA.CTURERV OUAUTT A'.SURANCE.SPECIFICATIONS&TESTING WORTS, REQUIRED DESIGN -REQUIREMENTS TABLE" ON THIS 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SIVJJ,BE CONSIDERER WCAO IF ANY OF THE PRESSURE IS OVER H•/^•35 3 SHEET FOR REQUIREMENTS. z '� FOI.LOWJG APPLY:i)PRODUCT Ci INSTAIAED WRILOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL. Cl I PSF- 8" MAX. O.C. WHEN t-�U-��} C'2 (NOTE THAT WI,IEN JOB INBUILDING UEPARIIA N1. 2)PRODUCT is INSTALLED BY ANYONE OTTER TIUN A twa m CONTRAOTOTt ,jp© REQUIRED DESIGN Ln 5 REQUIIZEI) DESIGN PRESSURE!S 'S ERIENCED riTTH WSTAUARORs OF RIAS 1YPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED 10 THE `g PRODUCT'S CER10CATKJN ENTRY'S CERTIFICATE THAT CAUSE THESE DLSTAUATKINS TO DEC INCORRECT OR PRESSURE IS .t-/.•_35 PSF W OVER +/-35 A FRAME FII.L.ER ^< LICONSSIENT WITH WHAT HAS GLEN TESm1. CC> MUST BE USED AT EACH FRAME OR LESS. SEE "FRAME SCREW, SEE SHEET S FOR R, LTTE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DFNWtNG OR IN THE PflOOVCTS CEfTI1FICATHIN Z S S1NLt.CONTROL FOR THE MSIALLLR Y'RODUCT. � ANCHOR REQUIREMENTS Y.THESE ORAWINGS CERIIFf THE PRODUCT INSTALLATION ONLY. WATER PROOFING Of THE INSTALLED TABLE" ON THIS SI'IEET2•: vi PART DETAIL) FROODCT IS NOT PART OP 110D£NSTAIUADD4 CERTIFICATION. I'.AT RTSPOh^14k1JIY SHAU.BE THAT OF THE FOR REQUIREMENTS. .'..'. - %/ �G•• MANUFACTURER&/DR INETALLFR. G" uI z T Qz�.r1 NSKAW1tON NALLLVKxF r BASED ON APPUCABLC ANCJ INT SEANaMM AND/OR NfURDAIYIN&RC"ULTS MOW APPUCARLE ITO REPORTS, 'ME TIORIOA OWING CCOE VERSION CONSIDERED%1111 DIE CLUSTER FIN FASTENERS AT r%'ALAMDOR WAS TINT IN FORCE AT TIC TIME OF LTTE 0MLUATDN. IN TIG:(VERT Or COME VEtL'LY}N s CPANGES/UP•9OT5 OR IN mr.mg MI NEO OR 40MOPIAL TESTIIO IS CCMPIERD 0-N THE MEETING RAIL ENDS SUCH THAT � R �b a w REJ'ERDJ=PRODUCT,PI",OR 10 STATING CDOR COUPIMCC MRH TNF STATE.ME"IN`ACTU TER SHNI THERE ARE A TOTAL OF 5 Z CONFIRM MIM INC WSTWATK'N CIALUATON ENGINEER OF RECORD DAT INE UaSWIVILWS 9'EC.PI<-'3 I k ---`" - FRAME ANCHOR m TESTING.quUE AND MrL1 ARLE 51NNDNRTS. Y� POSITIONED AS SHOWN. SEE 1 11ERE-TN ARE CURR[Ni k7RH RIE 1/1EN CL'RiG __.................-....,,,,, "FRAME ANCHOR REQUIREMENTS I x w-_.—- R REQUIREMENTS TABLE TABLE" ON 71-IIS SHEET FOR " x �. OPENING€IPF (1 ...:........._..__ - __.�m .�, - __r _ .......»..__.._.._..._ REQUIREMENTS. __...._._— • __. FAAME/CLIP/Wk FIN 10 IMINIMUM MINIMUM T I fSUBSTRATT:.) OPENING FASTENER TYPE !EMBED EDGE DIST.I (M-FRA-NIC SCREWS _...__ � ._. � MIN. 7X4 VJOCO FftAME OR SUCK ..-_-,_�,.,.�..�"..�,..�.;.m:-:,Y-.:-:"- - ' MAX. (NUN. GR, 3&G--O.S5) NII. 10 SMS OR WOOD SCREW 1 T/a" Sj4" •-.`^--'=-. ..• _....... z 0o . ,,. . .. - d MIN, IS GA,33 KSI METAL STUD NO, 14 GR- $ SELF TAP/DRILL SCREV7 FULL T 2" •`"'_^"... �I i3� "' IN. I/A THK ASA S FFl NO, 10 GR a SELF TAP/DRI44 SCREW FULL, •112",,.._., 0 • EXTERIOR ENz 11 z rti . 6063-T5 ALUM. :` SINGLE WINDOW SINGLE WINrE � � MlN.C-90 CMU OR P7 CONCRETE (2) 1/4 CONCRETE.SCREW 11%6 ...•.�Y i SCALE: 3/d" 1'.^O„_. - .- - - SCALE-3/4- -K_-- {NAIL FIN MOl)N'r CORIDITION) FRAME SCREW MOUcn �' •»» cn jIN. 2X4 WOCO FRAME OR SUCK F (tin GR. 3&C-0,55) NO. 10 SMS SCREW 1 S/4” 1j2" _ a M .._....__._...... _._ — -.... MIN. IFS GA.33 KSf METAL.=0 N(ILL,10 C*S2,__5 SELF TAP OPoJL SCREW FULL 1/2" NOTE: FOR MAX. SINGLE SIDE JAMB --------- 2�,a inlN. t/AI/A"TTiK 36 5TE£L Ntl. 10 GR. 5 SELF TAP�ftll1 SCRCW „f;IJLJ.,- 1/2" WINDOW FRAME DIMENSIONS ANCHOR `\ T/9`TNm 6OA3-T5 ALUM. Ne. 10 GR. s SFE. rAP/DRILL s RE1Y FULL 7/2' AND ALLOWABLE DESIGN SPACING TABLE ���� 8!3N 2.540 PSI CONCRETE (2) 1(a" CONCRUE SCREW 1 1J4" 2" PRESSURE SEE APPLICABLE MAXIMUM MAXIMUM -4; ti,.• •.,• r �)NAILING FIN FASTENERS FRAME D.C. r y� _.._..... _ -..._._ — FLORIDA APPROVAL WIDTH SPACING =Z�•',�, to tr: co MIN. 2X4 tv000 FTZALJE OR f1UCK ' t N0, A SUS SCREW i 3/A` I/r 01,L) (IN.) .`~, .tlL Y q'; �v �^ (MIN. OR, 3&G-0,55) ,. ..cp�� .` a Wv rp IAN.2X4 WOOD FRAME OR BUCK �._. ~' \ (MIN. GR,3&G="U.:u) 11 GA ROOFING NAIL ._�»._. 1 3/A" !f2" 4$ ...».j j�. T>"tS�j x "t MIT. 1jA"THK.A36 5TEEt NO. 4L GR.5 SELF_TAP/DR@J.S&FW FULL- T/2"....... --•-w.._.-._.____...m._.-....„.._...»__.�.._,..-...,.._...,....._.....- 36 17J��'•••....•.••f•(� "° 'A MIN, I/$-1TIK 6063-T5 ALUM. NO, A GR. 5 SEL(`TAP/URILLCREW FULL 1%2�° d{T �- S+H-QRj �T 1A {}H-j)Qj --------..-.- .____....._..__ �M45�`�t ALL ALTERNATE ANCHORS IN THEIR SPEWED ���/f \\ (1)FRAME.AND INSTALLATION CUP-SCREWS SMALL BE A PAT OR ILEX HEAD SCREW, -- I SUBSTRATES HAVE BEEN ANALYZED IN tCCORDANCE Itllt (2)CONCRETC SCREWS SHALL BE ELCO ULTRACONS (C.S.).ELCO CRETE«FLEX{S.S.}, T1W WITH THEIR APPLICABLE STANDARD($)AND ARE FOUND HI�r c a%r s A4.AP 4 Le unL .ry L„. Luc:=7D N. RAMSET/RED HEAD'WCONS(C S. Clic S.S.) OR HILI"I KWIK-CON 11(C.5 OR S.S.). 10 BE EQUIVALENT TO OR STRONGER T4AH TFIE. L6'ECRTED.TkQY-Y tM OC USED FOR THE ASSTaeaar �186 7 f1 (3j WHEN SCREWS ARE USED WITIA THE NAIL FTN. THEY MUST BE'A PAN HEAD OR WAFTFLE HEAD ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. — Av,,A*IM1IMtAnOR of ART onz,PROGA)T Nen wY SCREW OR INVE A f'I,AT WASHER AT THE SCREW liE.aO. �1Ntt DE oca FCR y p4co AND/OR r m Arfmat <HaT N0. f C11 PACIXM"T t}DT PRQDLC£D DY RIE MAVM:fgf4AfR , c"rcatn Bs: INA wm: aiu ----48" M.M. FRA4!F. wlDTii- .•+x mtsshi A! 4 FOR MAX. OVERALL. FR4MF. WIDTH, SEE SIDE-BY-SIDE W+NDDY! � r�7_SIZE/PRESSURE TABLE ON THIS SHEET --CLUSTER FIN FASTENER 2 _ 2^ SCREWS fT MULLION ENDS SUCH THAT THERE AREr-..? TOTAt..OF 3 POSsT10NED AS_.,.___.._.......•_.../gy . � , (� � � � � -•__::._.�--.»_::w..,.-_,.... -_ _...._...._..-_^ ...�_. I ANCHUR RE'OUIREMt 15 TABLE" ON SHEET I FOR I r j SCREW REQUIREMENTS, w I CLUSTER FIN FA5IENER SCREWS AT MULLION $ rc ENDS SUCH T'EInT THERE ARE A TOTAL. OF ,3 (NOTE THAT ROOFING NAILS lair POSITIONED AS SHOWN. SEE `FRAME ANCHOR c ARE NOT APf>tlCAOLF'AT i MULLION END CLUSTERS) N� REQUIREMENTS ON SHEET' t FOR �.� ta 1 SCREW REQUIREMENTS. (NOTE THAT ROOFING CLUSTER FIN FASTENERS CI N T NAILS ARE NOT APPLICABLE AT MULLION END 2" C1 AT MEETING RAIL ENDS z GO v " �/ + CLUSTERS) / _ x / J ( SUCH THAT THERE AREA „� i_ ___._. _•.. _._ ...--•..-_._._....._.._...__._. - # I 2" TOTAL Of 5 POSITIONED AS Qo I}d STTOAN. SEE "FRAME y .E 0 i / l ANCHOR REQUIREMENTS a CLUSTER FIN FASTENERS AT- _ TABLE" ON SHEET I FOR ' c} FIN FASTENER W(fHIN'2"OF CORNERS 3c �j • F HEELING RAIL ENDS SUCH THAT REQUIREMENTS. .. 4 1%2" MAX, O.C. VINEN JOB REQUIRED DESIGN r PRESSURE'IS OVER +/-35 PSI,., 9" MMX, UEC, (HERE ARE A 'TOTAL OF 5 g nnn m WHEN JOB REQUIRED DESIGN PRESSURE IS + 35 POSITIONED AS StIOWN. SEE: T u / "T WAE ANCHOR REQUIREMENTS —FIN FASTENER WITHIN 2" z PSF OR LESS. SEE "FRAME ANCHOR REQUiREMONIS TABLE" ON SHEET 1 FOR OF CORNERS & z TABLE" ON SiiEET 1�FOR REQUIREMENTS. RfOUTRE;MEN'!'S. B1 !iI I ' I. 9" MAX. D.C. SEE 'FRAME tf I I ICHOR REQUIREMENTS _ I FORs REQUIREMENTS. CD (DOa EXTERIOR ELEVATION: --`- � SIDE-BY-SIDE WINDOW SCALE 3/4" = V-O" EXTERIOR ELEVATION: CL ` (NAIL. FIN MOUNT CONDITION) SINGLE WINDOW WITH TRANSOM ° ; SCALE: 3/4" = 1'-0" V) z ALLOWABLE SIDE-BY-SIDE (NAIL. FIN MOUNT CONDITION) 0 WINDOW SIZE/PRESSURE _ I z TABLE ALLOWABLE DESIGN PRESSURE �Ro MAXIMUM MAXIMUM ALLOWABLE (TRANSOM UNITS ONLY) li!!ii/�� OVERALL FRAME PI7ESSLIRE. �/_�j� I���.r� 1 1 f"{AME HEIGHT (I./... PS;:} WIDTH Of DIMENSION (IN.) TRIPLE WINDOW :� a 0;a 109 _ —63 35 ''� z LR�j93 w n. ,..__ DOUBLE WINDOW �'rtddiQ•••• ,....••' ��. x -72 7 65112 /J* ( 5U ..._ 1867 1 t1 :d+EEf H0. '� OP ..._. ..,ERRE .,_.._......_._:.... ,..._.....•_.-_'""___-,_..__. _._...�:.:__ .__._.._...,._.._..».. .,...__......__:.___ _.._..__•...._ .. a8r, ras. r.+a +ulaatu Ff)R MAX, OVERALL FRAME WIDTH, SFE SIDE-BY-SIDE: WINDOW SIZE/PRESSURE TABLE ON THIS SHEET --46" MAX. FRAME St'ID7H—._.___..� INDIVIDUAL WINDOW Wiffn-I INDIVIDUAL WINDOW MOTH' INDIVIDUAL WINDOW WIDTHfll �-- _,_�•�_� 3» 3» 4" MAX. ..,.,._.._.,.._._.._._m.......__...__...._.._.._....__._..__._ , ...../..,/,....._._.........__.__...................................................................... • 13 1/4" i 3 i j4" ..�.,_.,._ %• 4' MAX. �. ._ _ ............. �� 4" MAX. MAX. Q.C. MAX. O.C. •' � MAX. O.C. _.__...._ _._...,.._..._.,,.._._........................................_................_...x............ 4" : pRAME SCREWS WHERE. MOWN AT HEAD _ _ ( _.. . SIDES. SEE "FRAME ANCHOR REQUIREMENTS 3" / TABLE" ON SHEET I FOR REQUIREMF..NTS. (NOTE z THAT WHEN JOB REQUIRED DESIGN PRESSURE _ FRAME:SCREWS WHERE SHOWN w a C2 IS OVER •f/-35 A E'RAME FILLER MUST BE --- AT SIDES. SEE "FRAME ANCHOR USED AT EACH FRAME SCREW, SEE; SHEET .'.i � REQUIE2E#fENTS FABi_E" ON SHEET 1 j z w FOR PART DEThIt. 7 y ( )..__..._.,....__._..._.._.......... ....._......_ 1 FOR REQUIREMENTS ON S 0 --i 1.tz I .1 r4 I �I INSTALLATION CUPS WHERE SHOWN Al' SIU_ i v I i SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON p SHEET I FOR REQUIREMENT1.51 S.- MAx 12 i j4' _ I 12 1 f4., ..._.....�r..._......... _ ._ 44 ate.• 2 i j4" 4" MAX. 4„ MAX. _.__...__.__.......__._.__ 2 cA 4" MAX.-'.� f�,..._.._..MAX. (J•C.. i 4 4 1 4'I "I _I 4 4 `'ti '.`.........._.MAX. O.C............_._� _... M .... ..__-__ ____._.......__..../ ca 111 l MAX_ D.C. °41 _:_:_ __.._......._.__..._;__..:.............._ .._......._ In s EXTERIOR ELEVATION: SIDE--BY-SIDE WINDOW _ SINGLE WINDOW WITH TRANSOM „ » s �` s SCALE: 3/4" T V-D" SIDE JAMB SCALE: 3/4" 1'-D» Ei wL (FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR (FRAME SCREW MOUNT CONDITION) LLo 'y __...._..__.._.......... SPACING TABLE ALLOWABLE SIDE--BY--SIDE - ----.._...,,_._.. o �- rnnziMiiM ALLOWABLE DESIGN PRESSURE :N � WINDOW SIZE/PRESSURE INDIVIDUAL Q.c. (TRANSOM uNITS TABLE kWINDOW SPACING p.-»__.-___....__.__.....,...._..._..W__..__.___...._ . MAXIMUM MAXIMUM uLl�viA(3LE DTH (IN.} !__ f/` A?. 5�_ __.. ,►;�►`�t* ��� B Af OVERALL FRAME PRESSURE T) ��'4�A .,TFRAME HEIGHT (+/- PSF) E; .,.•••«., IWIDTH DIMENSION 5.._.._.,..._...i 7.__. M e a DIMENSION (K) _......,............. o �i� � (IN.) TRIPLE WINDOW , i O9 6:3 35 '�'�6 •'" �� ti a: DOUBLE WINDOW /i Mp4 fi ................. 96 72 3S tji�llill�<<�� 65'�2.................... ............. F367 f1 rvt�p rsu. FIN FASTENER PER FRAME SCREW PER—, ELEVATION 'SUBSTRATE BY •SUBSTRATE BY ELFVA71ON SUBSTRATE BY SEALANT BY OTHERS-.\ OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS- OTHERS PER BEHIND OIL. FIN ME ANCHOR PEP, ELEVATION "FRAME ANCHOR BEHIND FRAME. FLANGE "FRAME ANCHOR R REMENIS REOUIREMENTS� REQUIREMENTS TABLE" 'rABL.E' TABS" 1/4' MAX, SHIM 1/4' 1/4" MAX. SHIM V MAX, ............ ............ ................... SPACE AT EACH ANCHOR AT EACH ANCHOR ........... ........... SEALANT BY-` -.no 'o SEALANT BY`- OT14EU5 ]ERs P SEALANI BY OTHERS SEAL, SPACE Vill SPACE WITH EXTERIOR DO� -SEAL SPACE WITH LOW EXPANSION LOW EXPANSION Low EXPANSION X FOAM AROUND FOAM AROUND 0- FOAM AROUND _=RJOR 4 [Pic FRAME FILLER PERIMETER OF FRAME FILLER PERIMETER OF AMRFItl�R PERIMETER OF LLL WINDOW FMME WINDOW FRAME WINDOW FRAME SECTION n1 SECTION ALTERNATE SECTION rz SCALE: 3/4 NLL. SCALE; 37d (NAIL. FIN MOUNT) p (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) A- f_EXTFRf6 7 SEAL SPACE Willi SEAL SPACE WITH 7 LOW EXPANSION 1 OW EXPANSION FOAM AROUND SHIM ASS RIO'0TO FOAM AROUND PERIMETER Of = I PERIMETER OF W WINDOW FRAME SUPPORT' ALIGN WINDOW FRAME WINDOW- SEALANT By- INSTALLAT ION O I CUP 07MERS Z cl> OTHERS _ 1/4' L 1/4' MAX. SPACE '--MAX, 3/16- a. REO'D TO SHIM SPACE 581M AS SUPPORT &ALIGN THICK X 3' 5 WINOOW LONG SHIM AT EACH CLIP 0 SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY INSTALLATION CLIP SCREW PER BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR 'FRAME ANCHOR REQUIREMENTS FIN FASTENER PER FRAME ANCHOR REQUIREMENTS TABLE" TABLE" (2 PER CLIP), ELEVATION REOUIREIMENTIS % TABLE" SECTION sN ........ SECTION —BI SCALE: 3/4 FULL �,_4/ St . % kAL,E:_3/4FULL,_*(_!l) (INSTALLATION CLIP MOUNT CONDITION) ca r_- (NAIL FIN MOUNT) Itu 0 z 0RAWjK(,' 1867 LStiEEI N 4 oF0.5 MAX. SHIM 1/4" 1p- FRAME HEIGH1 SPACE FRAME WIDTH Al EACH ANCHOR 1/4" MAX. SHIM FRAME HEIGHT Al EACH ANCHOR SEAL SPACE WITH SEAL SPACE WTfH • SUBSTRATE SUBSTRATE ay--,;-: LOW E`XPANSIDN SUbSTRATF BY- LOW EXPANSION 011-IERS PER SEAL SPACE WITH OTHERS PER FOAM AROUND OTHERS PER FOAM AROUND LOW EXPANSION "FRAME AN0401? "FRAME ANCHOR "FRAME ANCHOR ;. 0 PERIMETER OF PERIMLIER OF REQUIREMENTS FOAM AROUND REQUIREMENT'S WINDOW FRAME REQUIREMENTS WINDOW FRAME 0 PERIMETER OF TABLE" TABLE' TABLE" WINDOW FRAME 4 4 FIN FASTENER-, FRAME FILLER b FRAME Yll.Llli PER ELEVATION FRAME SCREW- Jp FRAME: 'SCREW PER ELEVATION I PER Fi,FvATION SEALANT 13Y OTHERS SEALANT Ely—' BEHIND NAIL t" Fl OTHERS BEHIND FIN FRAME FLANGE SEALANT BY SEALANT BY OTHERSEXTERIOR ',` OTHERS [E�ERDq SEALANT BY OTHERS EXTERIOR. SECTION SECTIOc2 0N r�.h i,51.E: 3/4 frULE-,\,2SCALE: 3/4 FULL i ALTERNATE SECTION (NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE:iia FULL (FRAME SCREW MOUNT CONDITION WITH FLANGE) CL 0.375 T 0.604- T I CONTINUOUS WOOD MEMBER LESS -11.020 z IN THICKNESS THAN A 2X_ SUCK 0•i00 DEEP (NOF SUBSTRATE BY OTHERS TO BE MIN 3 1/2 5 REQUIRED. 0.2253 WHEN SHIM SPACE IS PER -FRAME ANCHOR LENGTH - 1000' WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE' 2.485 SHOWN IN SECTIONS). 0.604- FRAME FILLER (RIGID PVC) (NOTE THAT WHEN ID JOB REQUIRED .osqT Z_ 0,9 0.500 DESIGN PRESSURE SEALANT By__� u "to 01 FRAME RaK (Z) ME EWQE _T_ IS OVER +/-35 A T T cam OTHERS (RIGID PVC) (RIGID PVC) 1.325 FRAME FILLER MUST 1 0060 BE USED AT EACH .__._.._.w -1-4--, FRAME SCREW) in F. zi VI I FRAME ,R 0.293 SCREW PER Rig ila ELEVATION & *FRAME 30 INSTALLATION CLIP 0- ANCHOR REQUIREMENTS %ollll't".4 FRAME FILLER (RIGID PVC) TABLE' % Va OPTIONAL DIRECT MOUNT DETAIL A �;%N TO SUBMAIE Affh_.M� i:-V% 1011 c� (HEAD SECTION SHOWN: SIDES ARE INSTALLED THE SAME) ac� (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL.) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) Vwlw 1867 ep BNA v RIX P i. ALL fA''XNERS SHALL.OC IN M:CORDANCE VIRLI THESE_DRAWINGS. SPECIFIED ANCHOR ELIDED Ttl FOR MAX. FRAME WIDTH, SEE __ I FOR MAX, FRAME WIDTH, SEE xe.K wx.x BASE VATCAIId.SHALL BE BEYOND WALL FINISH OR SRICCO, L "- • �+ -. _ Z OREMNGS,BUCKING&ROCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED 10 TRANSFER � NOTE 3£€.049 Al NOTE BELOW ry r�r WIND LOADS TO THE STRUCTURE. � 3. 'THESE LION-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE W.0 AND MCI RF.OUlREArENTS OF THE FLORIDA HU1LDiflO CODE(TRC). i .z,._•,. .,.._...„._.!-.,.—„.,. . ..... __..- _ _ __ b 3 1. ALL AIaCNORS SECURING PRODUCT FTAMFS T PRESSURE.TREATED DUCKS OR WOOD FAAhUNC 5HA;,L �� 4” MAX, BE CWABLE Of REStSTING CORROSION CA MO BY THE:PRESSURE TREATING C101CALS IN TRE S. WOOD, �. //, , MATERIALS,UCLUINW,STIR NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH DIIIER %� / .�,._ •� DIS'SRHILAR MATERO S SMALL MELT RNC RCOUNIEMENTS OF FLORIDA BUILD€NG CODE..CHAPTER 20. 6. r0 INE BEST OF OUR NNOWLEDCE.THE PRODUCT r4IDWN WAFIN IS CERTIFIED&OUALIP(ASSURED FIN FASTENER WITHIN 2"'--'---"'---- - ,. 01 A FLORIDA STATE APPROVED CERFIF'ICMION OA ENTRY&SMALL BE LABELED of ACCORDANCE WITH THE OF CORNERS Bl. A I J2" FRAME SCREViS WHERE. SHOWN K FBC AND THE NORMA DF,PARIVENT OF RUSDPIIESS&PROFESSIONAL.REGULATION SPECIFICAVONS. MAX. O.C. WHEN JOB AT SiDES. SEE "FRAME ANCHOR ,° Tl PRODUCT'ASSEMBLY 5 NOT PARI OF TRIS DRAWING AND SHALL BE IN ACCORDANCE'.lTn+THE REQUIRED DESIGN REQUIREMENTS TABLE" ON THIS •MANUFACTURER'S QUALITY ASSURANCE SPMFIW40NS&IESHNG REPORTS u 7. CERRFICATON OF THESE PRODUCT INSTALLATIONS SMALL OF,CONSIDERED VOID IF ANY OF THE PRESSURE IS OVER +•f-35 SHEET FOR REQUIREMENTS, z �+ fOLLOWRFO APINLY:1)PROIRX:T IS DISTALLEO WRHOU€A BUILDING PERMOI FROM THE APPLICABLE LL'Gd, Ci PSC' 9" MAX. O.C. WHEN :'L (NOTE THAT WHEN JOB ; .., LV.iLWN6(IEPARIUENI. 1)PRODUCTR NSTALLEO BY ANYONE OT+ER TAH A t.xE1t5E0 CONTRACTOR 5 r FXPERRENCED WINSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANCES HAVE.OCCURRED 10 THE JOB REQUIRED DESIGN LTi REQUIRED DESIGN PRESSURE IS HT ' r•RODUCT`S CERTptCATON f:NTTYs CERTIFICATE T+A1 CAUSE THESE INLSTAUABOHS.To BE INCORRECT'OR PRESSURE IS +/.-35 ASF �! OVER +/-35 A FRAME FILLER NCONSLSIENI Wrn+"I IMS OLIN SPECIFIED EITHER OR LESS. SEE FRAME 0 MUST BE USED AT EACH FRAME & THE LEAST OESGN PRP%UREITHER IN THIS DRAWING OR W THE PRODUCTS CETTN'ICATArI z SCREW, SEE 5H£F.i 5 FOR SMALL.CONTROL FOR ME INSTAUED PIN)HUCT. ANCHOR REQUIREMENTS ' Y.DITSE ORAWINGS CWIFY T+E.PRO000T INSTALLATION ONLY. WATER PROOFING 0/'11:E 14STALLCD TABLE" ON THIS SHEET ++• PART DETAIL) PROMICT IS NOT PART OF IRM 0,U HAUTATION CERTIFICATION. THAT RESPONSIBA)r'SMALL.BE TAl Of THE FOR REOU)REMENTS. -2' -. MANUFACTURER&/OR INSTALLER, _ r 6" �7-- t Z 7-:s N N:TrALtTOR LVAAATON G BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORUADON&RESULTS '� U x 'D rROM APPLICABLE rIST REPORTS. Mc FLORIDA HLROVIG CODE VERSIIR CON`,OTRED WHIZ TIE CLUSTER FIN FASTENERS AT DAUIVION WAS TAT IN FORCE AT THE TIME.or THE LVAtuATpN. N TTG,E:m DF w—c V£FCR'O1+ ,H V -z; CPAW'ES/UPDAILS OR IN Mr.YNDO TAI NEW OR ADOMONAL IM. 'r,15 COKPI.;TEO ON WE MEETING RAIZ. ENDS SLiCH T).Ai a <u RCFERENMI)PRODUCT,PAWN 10 5TAHAr CAGE COMPLIANCE WITH INE STAIE,TNC 4ANLLrACTURTR Sithi 1. THERE ARE A TOTAL.OF 5 U WI (L` CONFIRM Wan TQC WTALLATKIN LVAwxi=FACLNEER or RECORD mAT D-cmrALEATURS&-i6Fa'*i POSITIONED AS SHOWN. SEE HERE-N ARE CURRENT WITH THE THEN CURRENT IMNO,CODE AND APMUCAHI.E SCM+OMDS. 'FRAME ANCHOR REOUIROMENTS , - FRAME ANCHOR REQUIREMENTS TABLE _ TABLE' ON TMs SHEET FOR z a OPENING TYPE FTiAM£jCL7pjNAil FIN 10 EMINIMUM MINIMUM { Rf.Ql1lREAAfNTS. f :.+ _._. (SUBSTRATE) OPENING FASTENER TYPE EM6fp EDGE UIST. BT j ` _._.. __- FRAME SCREWS _. - ...:..».._ _ � _____...., —. ._ _ - M.N..?xa vrTTc4 fl?hME OR BUCK I _. _.. _ ... -- N0. t0 SMS 4R W000 SCREW t Tfa" 3fa• _ �m. m . (MIN, GR. 3&G=0.55) >.�.T,__�� � � � � � _. .-.._.....__ _._._ ......___ ......_.---- - _ z MIN. I8 GA,33 KSI MrEAL STUD 140. 10 GR. 5 SELF TAP(DR,LL SC,RLW FULL L/2" ^"`"" �I MIN. 1/8"'THK KIS STEEL NO, 10 GR. 5 'SELF TAP DRILL SCREW FULL ...,"1/2 O L • E)('fF'RIOR ELEVATION' �y z ?^nom " 6x63-15 ALUM._ NO. 1O GR. s SELF CAP nR€LL.s R€ u _ ., E WINDOW .� _.. SINGLE WINDOW ERIN.0-90 CMU OR 2500 PSI CONCRETE (2) 1/4"CONCRETE SCREW 1 1/4- 2' SCALE,: 3/4" 1'-O" LSIDE : 3/4" 1'-D" � � o Egg 0 INS_ — . _ (NAIL FIN MOUNT CONDITION) (FRAME SW MOUNT.CONDITION) y z �N _.._.. _ ........Mq,L 2X4 WOOD FRAME OR BUCK NO, 10 SMS SCREW 1 IJa" 1f2` ._ (MN. OR. 3&.G=0.55) ._...__w.,...,..,__.__» f ..... .. ..___.____..._..............,.__.____._.,,_._._...-. 'T CJS 1�OTE: FOR MAX. SINGLE JAMB MIN, I8 GA.33 KSI METAL STUD ENO. t0 GR. .t SEtf TAP/URlLt SCREW FULL t(2" 36 NO, 10 GIR. 5 SELF FUR MIN 171/8lTf€K 60pirmi A3-75 A WA. NCL 101 DR.50_S€LF T P/DRILLL SCREW...IFUL'« IIx- AND ALLOWABLE,U_.SCREW FULL 1/2- WINDOW FRAME DIMENSIONS SPACING. � ♦�tlil}��rr �, . _ G.TABLE �e♦♦� �Ltl3�ylr4 � zsoo Psi GGr,cTi i — _ /._.. f PRESSURE, SEE APPLICABLE MAXIMUM )tivHtauM ,.`��.4.••"•••'••,�Iy (NAILING FIN FA STENER; � FRAME O.G. 4t; f ____..... .._ _. FLORIDA APPROVAL WIDTH SPACING = r 5t o (s♦ .� o MIN. 2X4 WOOD FRAME OR BUCK (MIN. CR. 3&G=0,55) NO. 8 SMS SCREW 1 3/8" 1/2" CO Srn 1"D'•ss MIN. 2x4 WOOD FRAME OR BUCK 54' 12 {rNj,7 O YR uL .I N ti GA ROOFING NAR, 7 3J0' }j?' r� t� 9✓. (MIN. GR, 3&G=ROSS) 46 13 w+, .,,•� '�' t MIN. 1/8'THK A36 STFEL.�_ NO. 8 GR.S S£i,f TAPj6k,7i,SCREW fT.R.L, 1/2" .._......__._......a.__.._..-_..,.,,._».__»._...._..._.. 36 17 �i J♦ •••.,... _.,...._.........._ .r....__._...__..,..._......._ ._...,.....,.__ •a t/BffTriK 60&T�T5 hIUM.�..._ N0. 8 GR. 5 SELF TAPfOR€LL SCREW -FULL t ?" dITEBNATf I1NI#, ISIBATF TAT€() -..--....-- ................___ tJ�, . L_._ ALL ALTETQNfUE ANCHORS 1N THEIR SPECIFIED / (7)FRAME:.AND INSTALLATION CLIP SCREWS SHALE.6E A PAN OR HEX HEAD SCREW, SUBSTRATES HAVE. BEEN ANALYZED IN ACCORDANCE rrIltti111\�♦ (2)CONCRETE SCREWS S}W,L BE ELCO ULTRACONS (C.S.),ELCO CRETE-FLEX(&S.), IIW WITH THEIR APPLICABLE STANDARD($)AND ARE FOUND LEc�FTca Lir oi''LiE tJSEO as nHErAssc,W(T N RAMser/RF.D HEAD'TAPrar15(G,s. OR S.S.) OR HILTS xw€K-GGN n TO BE EQUIVALENT TO OR STRONGER THA14 THE (G.s DR s.s.). 1867 A (3)WHEN SCREWS ARE USED 457TH'THE NAIL Fl.%,114EY MUST ETF;A PAN HEAD OR WAFFLE HEAD ANCHOR(s) USED IN TESTING WITH THIS PRODUCT. +va;+vz IRsrx am pF AN prNLn PRUDLc1 NOR wY SCREW OR tGIVE A FLAT WASHER AT'RHE SCREW HEAD, '-".--�_..__--.-...-.--. THLY BE U5M Mn NAIYJt4l AN4/es(ocAi ArPA(rvu sL+TAT LIo. _................... W'xri PBDOt ui rR;;f^wpIXICEb 7r ttrC wwurACNR[ft j OF r} axw. Nxa. Vitll. p4/ ---48"MAX. FRAME WIDTH -u mpstu AT 4 FOR MAX, OVERALL FRAME. WIDTH, SEE SIDE-BY-SIDE WINDOW S1WE/PRFSSURE TABLE ON 'THIS SHEET -�--2. 2" � _.__CLU5TF.R FTN FASTENER r ' L- 41 SCREWS AT 1ULUON ENDS SUCH THAT ARE A ,�_........�._ _; ;__1 J..__..____........ ^_^ s_._• 2" TOTAL.OF 3TPOSITIONED AS XSHOW "FRAME SEE . _. »::.P.�a�_�.....e:.»»-.::�...:.:_:�=-��•.:�m:�_..:_-._ -' ANCHOR R£OU3R@MENTS - TABLE" ON SHEET 1 FOR I -CU15T'ER FIN FASTENER SCREWS AT MULLION x j SCREW REQUIREMENTS. to ENDS SUCH THAT'THERE. ARE A TOTAL. OF 3 (NOTE THAT ROOFING NAILS ua to POSITIONED AS SHOWN. SEE 'FRAME ANCHOR e ARE NOT APPLICABLE AT ui ! REQUVRE'MENT'S'FABLE" ON SHEET 1 FOR � MULLION END CLUSTERS) C 1 SCREW REQUIREMENTS. (NOTE THAT ROOFING � CLUSTERN TE RS x 5 NAILS ARE NOT APPLICABLE AT MULLION END -SP 7 Ct AT MEEING TIL ENDS a rn 3 CLUSTERS) j SUCH THAT THERE AREA N t,I-' �%! , I1I11 TOTAL.Of' 5 POSITIONED AS _..,_._ ._. _ H o ..... t. rr. - - ---•.............._...»..._.... � r 5 OWN. SEE 'FRAME z } ANCHOR REQUIREMENTS o +z W FIN FASTENER ;VtftiA! 2"OF C3TtNF.n^S 2� CLUSTER FIN FASTENERS Al _ TABLE" DN SHEET I 17OR _V ! / SUCH REQUIREMENTS, w w ,S 4, f 2" MAX. O.C. WHEN JOH REOUIRCO DESIGN MEETING RAIL ENDS FTFLAT' r<'j to � PRMUR£IS OVER +/--35 FSF, 9" MAX. O.C. THERE AREA 'TOTAL UE Ti �; � do°`� L " .VI IEN.JOB REQUIRED DESIGN PRESSURE IS + 35 � POSITIONED AS St•tUWN, SEE � / 'TRAMS ANCLIOR REQl11RF.MENTS I' —FIN FASTENER WITHIN 2" Z PS,,Sn.OR LESS. SF.F "Ftv;"E l CHUB f2L011tREMGNTS TABLE" ON SHEET T IRE OF CORNERS k i " I T,45LE"'UN SHEET 1 FOR REUtl:REMENfS,- iEOU1RCME;"ITS. Bt I I 'j.� 9" MAX. O.C. SEE "FRAME' 1 3 1 ANCHOR REQUIREMENTS __ _ ... �� HF i FOR vuwa�wez ca _.� w^ �/ REQUIREMENTS. (y� . r EXTERIOR ELEVATION: SIDE—BY—SID AMM — Z � N EMRIOREON: a� SCALE: 3/4' = I•-0" ar TI (NAIL FIN MOUNT CONDITION) ix SINGLE WINDOW WITH TRANSOM „ SCALE: 3/4" = 1`-0" V) z .• 2 ALLOWABLE SIDE-BY-SIDE (NAIL FIN MOUNT CONDITION) YAQ C11 SNR y WINDOW SIZE/PRESSURE OWA < z t � - TABLE ALLBLE DESIGN P_RESSURE MAXIMUM MJt%IMUM ALLOWABLE (TRANSOM UNITS ONLY) ��11ilIi1N/!� OVERALL FTtAME PRESSURE +/-35 PSf ♦`l` A �{ �/, w FRAME 1.1EICHT (+/ . PSI') _..._._._.__..._. ._..........._..._..__...._.-__._.T �� ,.....•. 3jyr tip m d WIDTH DLMEN5fON 4�fiQ� • Lg DIMENSION (IN.} U tW t*a a 'R (IN.) TRIPLE WINDOW = * o"a 109 _ 63__ 35 +yyy' j f W-I-(_D.�O`WUBLE •••.kPAt ��72_ 35 '1z 6 112 3_._..._`6g sSp - c 1867 A tiHEET NO. 2 or 5 I .-.. ^. owxv er. crucxcc m: eRM, F.M.9. MAL tF.: s"ta arfnsHA FDR MAX. OVERALL FRAME WIDTH, SEE SIDE:-BY-SIDE WINOOW S1!£/PRESSURE TABLE ON THIS SHFETf _.•�•--48" MAX. FRAME WIDTft—._----3i INDIVIDUAL WINDOW WIDTH^^ —1yDVfDUAL WINDOW WIt},H _-INDIVIDUAL WINDOW WIDTH 3' 4" MAX. -__c-.........._..._.___._.____...._..._____._...._.__...._..... 4" MAX. `.,........_... 13 i/4" ._,».... .. .. .. .........__ 13 iJ4" ,1 j,�v 13 t0' q:,,,j d' MAX. 1 __. 14 MAX. 4.C. MAX.p.C_ MAX. O.C. I -.._._..__... :�.:,,.;..;.:,'— MAX, 3 _, FRAME SCREWS WHERE. SHOWN AT HEAD & I I SIDES. SEE "FRAME ANCHOR REQUIREMENTS TAIII_E" ON SHEET t FOR REQUIREMENTS. (NOTE x THAT WHEN JOB REQUIRED OESiCN PRESSURE I FRAME SCREWS WHERE SHOWN IS OVER +/•-35 A FRAME FILLER MUST BE ---- - AT SIDES. SEE "FRAME ANCHOR _a 5 USED AT' EACH FRAME. SCREW, SEE SHEET 5 REQUIREMENTS 'TABLE'ON SHEET � �.. � . N FOR PART UFTAII.)--.___ ._.»-.. _ .—..._—... 2 1 FOR REQt)1REMFNTS, fj��—T " uj CL rt.1� I INSTALLATION CLIPS WHERE SHOWN AT SILL. , 2 t SEE "FRAME ANCHOR REQUIREMENZ TABLE"ON I 0 v, I SHEET 1 FOR REQUIREMENTS.- 43 4" MAX.--- MAX O,C4' 4" 4 412.1/4 4 4 M1 4` 4" MAX. 4" uAX, EXTERIOR ELEVATION: I � _ _ FXT ,�Q �EVATiON' z SIDE--BY—SDE WINDOW SINGLE WINDOW WITH TRANSOM S " � SCALE: 3/4" - 1'-O" I.- SIDE JAMB SCALE: 3/4' •v r-D" Y.i a .3 (FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR (FRAME SCREW IJOUNT CONDITION) —-- — — SPACING TABLEF ALLOWABLE SIDE�BY—SIDE "ruixluiiM "tiiixlAiuft' =ALLOWABLE DESIGN PRESSURE on$ WINDOW SIZE/PRESSURE INOmDUAL D.C. (TRANSOM UNITS ONLY) G3 TABLE WINDOW SPaciNc --.__...._-._.__�.—��_ —------_...- OVAXEIfRMAIt MAXIMUM Eps�s ALLOWABLE {InT�I €IN.} I_ Sa PSE" �ri, I FRAME HEIGHT (_i,/ 1/— PSF) 1 48 13 ��`Q. "' ••y f�} W WIDTH DIMENSION tco 0 m o DIMENSION (;N.) ---35'-"-••-"--_t7pUj � LS'2 TRIPLE WINDOW ,'2 _6 ?ia DOUBLE WINDOW r 9$ 72 3S �rj»lltlitt�i� - t ..................5......,__.. 7867 A FIN FASTfNER PER FRAME SCREW PER ELEVATION SUBSTRATE BY SUBSTRATE Eq EtFVATlON SUBSTRATE BY SEAIANT BY OTHERS OTHERS PER FRAME SCREW- OTHERS PER SEALANT BY OTHERS- OTHERS PER BEHIND NAIL FIN "FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE 'FRAME ANCHOR REQUIREMENTS REQUIREMENTS REQUIREMENTS I . �:�, j .,: C '. . *`' ',, ,"., , TABLE" TABLE' TABLE" ra 1/4" MAX, 1/4" MAX. SHIM 1/4" MAX. SHIM AT EACH ANCHOR' SPACE ATFAC H ANCH I ..................... SEALANT BY----- 0............ SEALANT BY.-_4. _. ... - Ilm ..,_ By-, _..., I _ 13 OTHERS SEAJ.ANI _7 OTHERS 011.iERS SEAt SPACE WITH 5R r EXTERIOR SPACE Willi ---SEAL SPACE WITTI E5:7:C_r'I(�)R XPANSION LOW EXPANSION LOW EXPANSION LOW E FOAM AROUND FOAM AROUND GY FOAM AROUND PERIMETER OF FRAME FILLER PERIMETER OF FRAME FILLER PERIMETER OF WINDOW FRAME WINDOW FRAME 'WINDOW FRAME SECTION SECTION g SECTION /,wi,\ -A.LTERNATE SCALE: 3/4 FULL SCALE: J/Z 4. (NAIL FIN MIJUNT) z (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) Iff w r ffxE`R_io��j SEAL SRk^J.' W1114 SEAf. SPACE WITH s 0 ;,OW EXPANSION LOW EXPANSION 2 FOAM AROUND FOAM AROUND X P EIER OF SHIM AS REQ'D UP ERIM SUPPORF & ALIGN PERIMETER OF WINDOW FRAME,'- WINDOW FRAME E WINDOW- SEALANT W, INSTACIATION Ss u SZE4LANT1 BY CLIP Dr- 'Rl = I OTHERS OTHE S, I -7 Ay7F SPACE L 1/4- MAX. 0- " SHIM AS REWO 70 ' SHIM SPACE -MAX.� 3/1 SUPPORT ALImmICK X 31 63 tn s WINDOW LONG SHIM AT EACH CLIP ski SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY OTHERS 1�_!NSTALIATION CLIP SCREW PER w BEHIND NAIL FIN OTHERS PER PER "FRAMF ANCHOR "FRAME ANCHOR REQUIREMENTS Ao OTHERS' ANCHOR REQUIREMM Fit, FASTENER PER ENTS TABLE" TABLE- (2 PER CLIP). ELEVATION REQUIREMENTS I IF TABLE* SECTION SECTION 131 CAUF� 3/4 FULL (INSTALLATION CLIP MOUNT CONDITION) �&�_L-1/4FULL-C-4 c co (NAIL FIN MOUNT) 4u a SIM: zo z 0 co, 1867 A 8NEk7 NU. & LL_ FCE;�Xd F. 1/4- MAX. 1/4" MAX. SHIM F FRAME OUGHT FRAME WIDTH AT EACH ANCHOR SPACE 1/4" tW. SHIM FRAME HEIGHT AT EACH ANCHOR SUBSTRATE BY.-,� SUBSTRATE LOW EXPANSION SUBSTRATE BY- LOW EXPANSION SEAL SPACE WITH DIIIIERS PER OTHERS MN FOAM AROUND OTHERS PER FOAM AROUND ' ANCHOR PERIMETER OF "FRAME ANCHOR PERIMETER OF ry "FRAME ANCHOR LOW EXPA14SION "FRAME SEAL,SPACE WITH SEAL SPACE WITH REQUIREMENT-'; FOAM AROUND REQUIREMENTS WINDOW FRAME REQUIREMENTS iJ WINDOW FRAME TABLE' PERIMETER OF TABLE TABLE" WINDOW FRAME FIN FASTENER— FRAME'FILLER a FRAME FILLER PER ELEVATION > FRAME SCREW FRAME., SCREW PER iliVAiION D PER CL F.VATION SEALANT BY SEALANT BY-�,, OTHERS BEHIND NAIL OTHERS BEHIND - FIN FRfLANG AME SEALA NT BY SEALANT BY S OTHERll -; EXTERIOR (2 OTHERS --SEALANT BY OTHERS SECTION c 1 SECTION SCALE: 3/4 FULL \,5 SCALE: 3/4 FULL 5 ALTERNATE SECTION (NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE. 1/2 F`ULL (FRAME SCREW MOUNT CONDITION WITH FLANGE) 0.375 z CONTINUOUS WOOD MEMBER LESS 0.604-- -- 1.020 0 IN THICKNESS THAN A 2X- SUCK 0.500 SUBSTRATE. by( OTHERS 0.225 TO BE MIN. 3 1/27 DEEP (Nar In REQUIRED WHEN SHIM SPACE IS PER'"FRAME ANCHOR F"I WtHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE' 2.485 LENGTH 3.000' SHOWN IN SECTIONS). 0.604 3.000 40 FRAME FILLER (RIGID PVC) z to \- , ul _7 (NOTE THAT WHEN .4 IL JOB REOU;RED o.osqT DESIGN PRESSURE SEALANT BY L= 1 -:11 OTHERS ()IFRAME FLANGE (Df&ME 1I 15 OVER +/-35 A FRAME FILLER MUST (RIGID PUC) (RIGID PVC) 325 BE USED AT EACH 0060 14- FRAME SCREW) 5 FRAME SCREW PER ii cj 0 ELEVATION & 'FRAME 03 amumm-"E FRAME FILLER ANCHOR REQUIREMENTS (RIGID FAIC) TABLE' vo OPTIMAL DIRECT MOUNT DETAI op To SUBSTRATE TF—WEM SPACER 10A (HEAD SECIION SHOWN: SIDES ARE INSTALLED THE SAME" tu (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SIL{) 0 (FOR DETAIL NOT SHOWN, SFE OTHER SECTIONS) o% $# D 1867 A. iNr.L7 NU. of 5 C� ERA!• N 1�$: orwn 3r: L+ncrsco er: 1. ALL FASTENUIS SHALL BE IN AIXOROANDE Willi THESE DRAWINGS, SPECTFtED ANCHOR EMBED TO ._,,....,.,,.FOR MAX. FRAME WIDTH, SEE. a FOR MAX. FRAME WIDTH, SEE I r4M DA+•xt LASE VATE'RIAL SHALL BE BEYOND WALL FINISH OR gUCCO. _ NOTE DEi,i)W 2. OPENINGS,DUCKWG k SUCKWO FASTENERS MUST BE PROPERTY DESIGNED&INSTALLED TO TRANSFER Al ( NOTE BELOW WIND LOADS TO.TRE STRUCFURE 4 j 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE'MIH AND BEET THE REQUIREMENTS OF THE FLORIDA StAwHG COOL(f(N;). �_,_..._......_�___s,,.....__.=-`.:':"; _�.... .__.,,,_......,......._._._.__...,.._..,.„..._..._,.........-.._._._...-_. ...... 4. ALL A)'CHORS SECHRWG PROM]GT MUM 10 PRESSURE TREATED Rl,1;XS OR WOOD FRNO=SHALL _.,.�_..„_....._. .••."............•� S I 4 BE CAPADIF Of RESISTING CORROSION CAUSED BY THE PRESSURE THCARtLG CI!f;AOCALS W THE 77000. //, , ;�r ... .. r S. MATEMAtS,INCLUDIM;BUT NOT LIMITED TO STEEL SCRr:W5,THAT CONE ITP,O CONTACT WITH OTHER f� t DISSABtAR MATERIALS SI+ALL MEET THE fTEOWREMENTS OF FLORIDA BUILDING CODE CHAPTER 20, i 6, ID THE BEST OF OUR KNONLEDtE.THG PROO10 SHOWN HEREIN IS CERTIFIED&OUALIFf ASSURED FIN FASTENER WITHIN 2"--'--""""••^- •'•••• BY A FLORIDA STATE APPROVED CETOTFTCAUM/OA ENHiY&SHALL BE LABELED IN ACCORDANCE:WITH THE OF CORNERS k 4 1/2" FRAME SCREWS W11ERF, SHOWN- F FDC AND'RIE FLORIDA DEPARMENT OF BUSINESS&PROFESSIDIK REGULATION SPCCIFJCAHONS. MAX. O.C, WHEN JOB AT SiDES, SEE: "FRAME ANCHOR PRODUCT AMEMBLY IS,NOT'PART OF THIS DRAWING AND SHALL BE IN ACCORWCC Willi THE REQUIRED DESIGN REQUIREMENTS TABLE." ON THIS VANUFACTUREH'S QUALITY ASSURANCE.SPECIFICATIONS&TESTING REPORTS. T. LERNICATTON OF THESE PRODUCT INSTALLATIONS SHALL DE CONSIDERED WID U'ANY OF THE PRESSURE IS OVER +/--35 SHEET FOR REQUIREMENTS, FOLLOWNO APPLY:t)PRODUCT IS INSTALLED'WITHOUT A BUILDING PERMIT FROM THE APPLCABLE LOCAL Ci � 6 (NOTE THAT WHEN JOB YA BUILDING p-PARTUENT, 2)PRODUCT IS INSTALLED BY ANYONE(MIER THAN A LCENSLO CONTRACTOR 5 P51"; 8" MAX. Q-C. WHEN � 5 c EXPERIENCED WYTt1 INST,I IMNS Of THIS TYPE OF PRODUCT, 3)IF CHANGES HAVE.OCCURRED TO THE JOB REQUIRED DESIGN m REQUIRED DESIGN PRESSURE IS PRODUCT'S OERTNTGTTION ENTITY'S CMIFICATE DAT CAUSE THESE MSTATIATIO S TO BE INCORRECT ON PRESSURE IS •F/--35 PSF OVER +/-35 A FRAME FILLER I G eNCONSISICiA WITH WHAT HAS DEIN TESTED. OR LESS, SEE "FRAME � MUST BE USED AT EACFI FRAME & MITE LEAST OESSGN PRESSURE SPainEO EITHER IN THIS DRAWING OR IN DHC PRODUCTS CERITFICATION Z SCREW, SEE SHEET 5 FOR St ML CONTROL FOR THE INSTALLED PROIRICT, ANCHOR REQUIREMENTS B.DILE DRAWI,NOS GEIRIFT THE PRODUCT INSTALLATION ONLY. WATER PROOFING CrF THE INSTALLED TABLE” ON THIS SHEET �,. 2„ t/1 PARI DETAIL) PRODUCT IS NOT FART OF THUS WSTAOIX104 CERTIFICATION. PIAT RESPON`H)IY SHAIJ.Or,THAT Of THE FOR REQUIREMENTS. !�/ „""' "' NANUFACTUR71&/OR INSTALLER. S" Z /i - -tza[� v!'tALLAIION EVAUIH01 IS M4 0 ON APPWAOLE ANG11011 STANDAIRIS ANO/UR 1NfUR4ALlUN&flE'A14TS '�' V.} L FROM APPLVat TEST REPORTS. 'WE FLOROUA flUWM CMOs`VZO9014 C1W'WRED Will,BLL CLUSTER FIN FASTENERS ATH- EVAUJOTION WAS THAT IN FORCE AT IFNs TIME,Of THE EVALUATION. tN THE M. t Of CODE vr.wDN ¢ ' CHANGES/UPSATE.5 Ofl UI M-EVEN!'LLAT NEW ON ADOMONA TE 143 M OCUPIE ED ON THE MEETING RAIL ENDS SUCH THAT g Ory w RTFER£IICED PROOUGi.PWR 10 WATNG CODE:COMPISVIGE WITH THE STATE,THE MANVIAC.U,RrR SIW.1. THERE ARE A TOTAL.OF 5 CONea it Willi THE NVAIAMON EVALUATION T,10114 L OF RICORO THAT TIC MIALLARORS SPEOM POSITIONED AS SHOWN. SEE. IVRE-N ARE CURRENT WIM ME MEN CURI)MF TOTING,CODE AND APKICARLE;STARUARDS. y "FRAME ANCHOR REQUIREMENTS _ FRAME ANCHOR REQUIREMENTS TABLE—--- TABLE" ON TFiLS SHEET FOR Z ..,.__..... -•........._..... - - - REQUIREMENTS, I r, 1 OPENWN TYPE FRAME/CLIP/NOPENING FIN iO !MINIMUM MINIMUM z (SUBSTRATE) FA TENET TYPE FMBEp EpGE OISt. /f _ T FRAME SCREWS MIN. 2X4 WOOD FRAATE OR BUCK E,7 N0. 10 SMS OR WOOD SCREW i tja" (MIN,_GR, 3&C=0.55) ..._. :___..• _...-y... S{INL 18 Gh 53 KSt MECAL STUn N0. TO GR_9 SFtF TA_P_DRi[L PLL11 FULC...__;2° MIN. 1%8"THK A35 STZEL. NO, 10,GR,•5 SELF�TAP/DRILL SCREW-Eu-L—` 1(zm"._.. L ,.EXIER,10. R.EI;EVATiON' WINDOW.- SINGLE WINDOW Hes MIN.0-90 CMU OR 2$00 PSI CONCRETE (2) 1/4"CONCRETE SCREW SCALE; 3/4" = 1'-USCALE_ 3/4". 1'-( 1° a _ _. .. _ (NAIL FIN MOUNT CONDITION) BUCK (FRA UN) (MIN. GR. 3 h G MIN. 2X4 WL)OD F&Gp.5pR 5) NO 10 SMS SCREW T t j4" 1/2" = ----'------^---- 9 _........,._...._...,__ _ SIDE JAMB MIN, 18 GA.33 KSI METAL STUD NQ; t0 OR. 'a" SELF TAP/DRILL SCREW RILL i/2" MM.'FOR MAX. SINGLE d ---MIN. 1/8"THK A36 SIET_L NO, 10 GR. S SELF TAF/GRILL..SCREW FULL. 1/2" WINDOW FRAME DIMENSIONS ANCHOR LAIN. T/B"TfIK 6053-TS ALUM. N0. TD OR. 5 SELF TAP/LRLL SCREW_FULL 1/2' AND ALLOWABLE DESIGN SPACING TABLE w..2SU0 PSI CONCRETE_..__ .(TS Tt/4 CONCRETE SCREW 1 1/a" 2` MAXIMUM MAXIMUM ,���4r4Q..•"•'•,,°ti, ANG FIN FASTENERa PRESSURE, SEE APPLICABLE ., Aye ry s T _ ._._ ...........FRAME Q.c. _. _._. _ _-- _-- FLORIDA APPROVAL WIDTH SPACING " MIN, 2X4 WOOD FTME OR BOOK N0, 8 SMS SCREW 1 T 8. t 2" � �! (MIN. OR. 3&G=0,55) •! / (IN.) Zw tx eY .>)c tia O{ Av v LAIN. 2x4 1V600 FRAME OR BUCK 54 17. GR. 11 G0. ROOFING NAIL, t .3/8" i/Z" (MIN. GR,3 k 48 t:S y x MIN, 1/8"THK ASST STEEL. NO, 8 GR,5$ETF'TAPj0RiL4,S'µEW FULL i/2'....... f-^'-'^""--'--•"'—_.----^"—'."'---'-^'..--'..^' ...______... (LTERNNTE CHOR/SUBSTRKTE BMLUA7ION NOTE _MLN. t/B�THK 6053-T5 ALUM.__ ND.8 GR. 3 SEL'r"TAP/nRNA.SCREW FULL 1%2' ALL AETT:RNAEE ANCHORS IN'!HEIR SPECIr f:0' (I)FRAME AND INSTALLATION CLIP SCREWS SHALL UE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED 1..4 ACCORDANCE �If(fii141� (2)CONCRETE SCREWS SItALL BE ELCO ULTRACONS (CS.},ELCO CRETE.-FLEX{SLS.}, [ISS WITH THEIR APPLICABLE STANDARO(S)AND ARE FOUND RA ISE-'/RED HEAD'TAPCOFI S(C.S, OR S,$.) OR RVII KWIK...CON II (C.S OR S,S.). TO BE EQUIVALENT TO OR STRONGER THAN THE nI prep W w,v X UC U50)FORIIll.V4C�r = N . (3)WHEN SCREWS ARE USED WHIR THE NAIL FIN. THEY TRUST OF A PAN HE&D OR WAFFLE HEAD ANCHOR(S) USFO IN TFSTIHG WITH THIS PRODUCT. -_ AND/OR 114VA A11ON OF ANY OMEN PRO ApI ROR MAY THLY DE USED FON RATUDIK AIO/OR Lfx,Al.APPROVAL SHEET N0. SCREW OR HAVE A FLAT MASHER At THE SCREW HEAD. Of AX PNDoml ROT PROTACEO D,•YNt LawuFAcri:sO:R ) OFrJ , wwr,.' 48" VAX, FRAME WID III I Al 4 FOR MAX, OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW SIZE/PRESSURE TAKE ON THIS SHEET ...........CLUSTER FIN FASTENER SCREWS AT MULLION ENOS SUCH THAT THERE AE A 2" TOTAI. OF 3 POSTTIONREO AS ......... SHOWN. SEE 'FRAME ......... ANCHOR REQUIREMENT'; .................. TABLE" ON SHEET I FOR CLUSTER FIN FASTENER SCREWS AT MULLION SCREW REQUIREMENTS. ENDS SUCH THAT THERE ARE A TOTAL OF 3 (NOTE IHAT ROOFING MMLS POSITIONED AS SHOWN, SEE "FRAME ANCHOR ct ARE NOT APPLICAUTE AT tn Cc I REOUiREMEKTS'TABLE" ON SHEET I FOR MULLION END CLUSTERS) ta- & SCREW REQUIREMFNTS, (NOTE THAT ROOFING, w NAI CLUSTER FIN CASTENERS LS ARE NOT APPLICABLE AT MULLION END 2- I-CiN AT MEETING RAIL ENDS CLUVEI?S) $ SUCH THAT THERE AREA yp w TOTAL Of' 5 POSITIONED AS rS ca 2 SHOWN. SEE FRAME z 7 ANCHOR REQUIREMENTS 0 z-s = FIN FASTENER WITHIN 7-OF CORNERS & CLUSTER FTN FASTENER",AT' l TABLE" ON SHEET I FOR F,5 REQUIREMENK 4 112." MAX. D.C. WHEN JOH REQUIRED DESIGN MEETING RAIL ENDS SUCH THAT' a: PRESSURE IS OVER +/-35 PSF. 9- ma 0 C THERE ARE A TOTAL OF, 5 WHEN JOB REQUIRED DESIGN PRESSURE is POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQU)REMEJ z 9 PSF OR LESS. SEE "FRAME ANCHOR REQUIRFMLNlt� I —FIN FASTENER WITHIN 2" 0 TABLE' ON SHEET 1 FOR OF CORNERS & z TABLE" ON MiEFT I FOR REQUIREMENT, REO IRIME11. O.C. "FRAME RED ANCHOR REQUIREMENTS 9" MAX.MAY ,C. SEE I M TABLE" ON SHEET I FOR REQUIREMENTS. to EX-TERIOR-EL081ION: w SIDE-BY-SIDE WINDOW SCALE: 3/4' = V-O" EXTERIOR ELEYATION: (NAIL FIN MOUNT CONDITION) -SINGLE WINDOW AIR-IRANSOM D.h4- SCALE: 3/4" = V-O' fn ALLOWABLE SIDE-BY-SIDE (NAIL FIN MOUNT CONDITION) WINDOW SIZE/PRESSURE o TABLE ANQ ALLOWABLE DESIGN MAXIMUM MAXIMUM ALLOWABLE (TRANSOM UNITS ONLY) OVERALL FRAME PRESSURE ooll, * 1:'WIA E HEIGHT (+/-, PSF) ....... WIDTH DIMENSION DIMENSION (K) ci *k Qji coiv TRIPLE 109 p 3:9 DOUBLE WINDOW ................... Pig 72 1 66 It its 1 0 I A f wam+err; c:�le•[a tn: lJt U. •Y.9. t""• tulaJU FOR MAX. OVERALL. FRAME WIDTH, SEE SIDE-RY-SIDE WINDOW SIZE PRESSURE TABLE ON THS SHEET/ __...-..t;i' MAX.tdAXFRAME WIDTH-.•-_--� ;� INDIVIDUAL WINDOW WIDTH ---INDIVIDUAL WINDOW WIDTH-- INDIVIDUAL WINDOW WIUTH 3" 3„ 4" MAX. - _ d 4" MAX,..... 73 7/4" ....._...... .. 1. ............. 13 1/4:: 13 1/4"$1A2 4• MAY (+-_�MAX. U.C. � � i MAX. O.C.� MAX. O.G. 42 - � t ` .._.....___ ..._._..._..... .........__.._.._.....__._�-.c I -FRAME SCREiVS WH,.RE SHOWN AT HEAD Ac , 1 SIDES, SEE 'FRAME ANCHOR REQUIREMENTS 31 CABLE:" ON SHEET 7 FOR REQUIREMENTS, (NOTE 2 ir THAT WHEN JOB REQUIRED DESIGN PRESSURE _. FRAME SCREWS WHERE SHOWN w N IS OVER •t/-35 A FRAME FILLER MUST BE -- AT SIDES. SEE "FRAME ANCHOR z USED AT EACH FRAME. S(,",REZV, SEE SH1 ET 5 REQUIREMENTS TABLE" ON SHEET iLd IF Z`'TFOR PART UET� :, .-.•..- ...__..-�.W..... I I FOR REOUIREMF.NTS, { t 6. 0,M ! w I! �. INSTALLATION CLIPS WHERE SHOWN AT SILL. z c i j SEE "FRAME ANCHOR REQU'sREM£NTS (ABLE.`ON III g d n SHEET 7 FOR REQUIREMENTS.-- 32 z " �.. - .„n.:::...n«.. tco12 1/4'12 1/4" 4" MAX,-�- r _.,fie - I -....._.._..1 •4" MAX. 4" IAAX. L ._....._..............•_.MAX. O.C. '�q 4 4�1 q' MAX. O.C. 1 ^ gel q L MAX. O.C. I ..._..__..................... ..� ,._ o EXTERIOR ELEV A ION, I I T ^-� Egm2.LMo0N_ 9 SIDE—BY—SIDE WIND ______ SINGLE WINDOWWrrH TRANSOM S SCALE; 3/4" - I'—O^ SIDE JAMB SCALE: 3/4" w I'—o" M o (FRAME SCREW AND CLIP MOUNT CONDITION) ANCHOR (FRAME SCREW MOUNT CONDITION) � ��� � ...__._....__.•..._..--• SPACING TABLE _ €Y a ALLOWABLE SIDE—BY—SIDE I "';;usTr�u}a'"M,AXIMUTA'' ALLOWABLE DESIGN PRESSURE N $ WINDOW SIZE/PRESSURE I INDIVIDUAL O.C. I (TRANSOM UNITS pNLY) r� TABLE WINDOW SPACING F $j PSF tit!!llllllt `� WLDTIi (IN,} 1-_��L_- - _ �i lz u 3df MAXIMUM MA"'MUM ALLOWABLE (!N,} ` �ti� 3��v� OVERALL FRAME PRESSURE * « • FRAME IiEIGHT (i•/». PSE) 48 13 ti Q���� �•ti.�� } � a WIDTtt DIMENSION 0 1 'Y3 DIMENSION {IN,} _- P 3 3* d ; v. v TRIPLE WINDOW 2 '' ° log 63 _35 r�i�6y'" ...«•rye sa DOUBLE WINDOW 96 jM I1�tRO`•,1, I - _... 72 3S ( 72 65 1/?......._..._...._56.._._.._. S A StfEEt wu. � 5 I FIN FASTENER PER- FRAME SCREW PER— ELEVATION ELEVATION SUBSTRATE BY SUBSTRATE BY SUBSTRATE BY SEALANT BY OlfifiRS OTHERS PER FRAME SCREW— OTHERS PER SEALANT BY OTHERS---j 0714ERS PER 13CIIIND NAIL FIN "FRAME ANCHOR PER ELEVATION "FRAME ANCHOR BEHIND FRAME FLANGE "FRAME ANCHOR REOUIREMENTS REQUIREMENTS MENTS IY: REOUIR[ TABLE' TABLE' TABLE" ra 1/4" MAX. i 1/4" MAX. SHIM 1/4" MAX. SHIM AT EACH ANCHORI SPACE AT EACH ANCHOR] SEALANT BY-,-, WLA14T OTHERS no]r=- _ LJSEALANT BY 011 JERS OTHERS [EXI E=F?IOR SPACE WFITI 0 -SEAL. SPACE WITH -SEAL SPACE WIIH LOW*EXPANSION LOW EXPANSION s Low EXPANSION FOAM AROUND l J FOAM AROUND -' FOAM AROUND ffX71EIRIORGO) PERIMETER OF FRAME. FILLER PERIMETER OF FRAME FILLER PERIMETER OF WINDOW FRAME WINDOW FRAME - WINDOW FRANCSECTION IIA�l SECTION ALTERNATE SEqIqN.j—jg,� SCALE-. 3/4 FULL SCALE: 3/4 iu (NAIL FIN MOUNT; 21 (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) Sr 10 rEXTERIOR_1 SEAL SPACE WITH SEAL SPACE WITH tt 2 ,OW EXPANSION LOW EXPANSION rMi AROUND FOAM AROUND SHIM AS REWD TO PERIME1 LR or SuppORT ALIGN PERIMETER OF 19 DOW 11 MAU WINDOW FRAMIE-, 'WINDOW WINDOW FRAME 03 INSTALLATION SEAT',N7 BY SEALANT 13Y . ... ..... I J CLIP vi ;e§ OTHERS Z; P SPACE: < -MAX. 311 S' SHIM SPACE L 1/4 MAX. (L t SHIM AS REO'O TO .�i > SUPPORT& ALIGN THICK X 3" z 7- WINDOW G SHIM 0 VFZ AT EACH CLIP SUBSTRATE BY • -9. SEALANT'RY OTHERS SUBSTRATE BY OTHERS INSTALLATION CLIP SCREW PER to BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR FRAME ANCHOR REOUIREMENTS oz 'FRAME ANCHOR 1-0 FIN FASTENER PER REQUIREMENTS TABLE" TABLE- (2 PER CLIP). REQUIREMENTS ELEVATION TABLE* SECTION ........ SCALE: 3/11,.FULL SECTION 40 SCALE: 3/4 FULL (INSTALLATION CLIP MOUNT CONDITION) Zco Ift Ig (NAIL FIN 4c ko m "i Hyl z ;6. • ........ie,mow13. 1967 A' SHED NO, 1/4" MAX. 1/4" VAX. SHIM r.tN ♦.s SPACE FRAME WIDTH— Al EACH ANCHOR FRAME HEIGHT--- 1MAX. wa as, :.. ,J4" SHIM FRAMIE HEIGHT AT EACH ANCHOR u '• _....._.....SEAL SPACE WITH \ SEAL SPACE WITH " SUBSTRATE BY--'..- SUBSTRATE $Y- LOW EXPANSION a, c OTHERS PER j SEAL SPACE WITH. t SUBSTRATE $Y LUY!EXPANSION OTHERS PER r FORA AROUND OTHERS PER FOAM AROUND q "FRAME ANCHOR �, LOW EXPANSION "FRAME ANCHOR L"� PERIMETER OF E----2� PERIMETER OF i O FRAME ANCHOR,•y REQUIREMENT5 FOAM AROUND REQUIREMEN'1S WINDOW FRAME : TABLE" �' p' �(� PERIMETER OF TABLE" � REQUIREMENTS WINDOW FRAME LJ WINDOW FRAME \.J TABLE" 4 FIN FE ELEVATION -y o 0 FRAME f1LLER FRA0 FHAME FILLER PER ELEVATION -' ^•.,• SCREW_ : u FRAME SCREW Pf_RMELEVATON 0 SEALANT BY-- C� PER ELEVATION (2` OTHERS SEALANT BY--'' BEHIND NAIL L,) _ `' OTHERS BEHIND FIN - FRAME FLANGE .: 1 SEALANT BY SEALANT BY --SEALANT $Y 0"(HERSXTF JiiO� 2, / OTHERS EXTERIOR OTHERS i EXTERIOR z SECTION C 1" SECTION SCALE: 3/4 FULL "':" SCALE: 3/4 FULL:' 5 ALTERNATE SECTION (NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) SCALE: 1J2 FVLL� � (FRAME SCREW MOUNT CONDITION WITH FLANGE) a a. 0.375 1 CUNTINLit)US WOOD MEMBER Lf SS 0.604--1 ._._ — 1.020 z IN "HICKNESS THAN A 2X- SUCK _ q.50p �_ c� TO BE NIP& 3 1/2" DEEP (NOTSUBSTRATE BY OTHERS t Y REQUIRED WHEN SHIM SPACE IS PER `FRAME ANCHOR 0.225T i WFFHIN ALLOWABLE DIMENSIONSRF.QI;IREMEi'7'TS TAIItf" LENGTH - 3.000" StiOWN IN SECTIONS). 0.804-•-{ 2 485 3.000 ®FRAME FILLER 0 ' `_ F'..�.. i tt (RIGID PVC) z_ ca$' s .. ..+"': 0.$60 1 _.1 (NATE THAT WHEN m ;p,� 1_- T j 0.OQ „OB REQUIRED Fz Z X , SEALANT BY 0.0 4 0.050 �� DESIGN PRESSURE OTHERS __ 0EB6hul&u (Jz �e �E ! IS OVER +/-35 A s �-4 (RIGID PVC) (RIGID PVC) FRAME FILLER MUST t a k ^:= 1.32 fes- BE USED AT EACH 8 �r. I 10.060 FRAME SCREW) in t . . �EXFEftIOft __ z FRAMF. SCREW PER 0.293-J I 4 ELEVATION & "1RAME 3 INSTALLATION CLIP "'N � a :BANE FILLER ANCHOR REQ UIREMENTS `jt{1iEt1/��+ TABLE' (RIGID PVC) ``y���$ ...�+�►���. 8 A3 OPTIONAL DIRECT 1NT DE(AIL TO SUBURATE Wffd SWER (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) fn d k O (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) 6 (TOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) is I p•,.2�.} •ff'�h `z eA 3 86. :ui¢tr rn. _ rj av 5