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1935 Beachside Ct RES19-0256 Reivision Revision Request/Correction to Comments *"ALL INFORMATION rt'g'��i.. HIGHLIGHTED IN ' City of Atlantic Beach Building Department GRAY IS REQUIRED. 'V 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 6S/9-od 56 ElRevision to Issued Permit OR ❑Corrections to Comments Date:09/19/2019 Project Address: 1935 Beachside Ct Contractor/Contact Name: ACE DOOR&WINDOW; GARY HALE Contact Phone: (904)727-6811 Email: melodie@acedoor.com Description of Proposed Revision/Corrections: ADD 4 TRANSOM WINDOWS TO EXISTING PERMIT PRODUCT APPROVAL FL# 243.7 I ACE DOOR&WINDOW; GARY HALE affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ENo ❑Yes(additional s.f.to be added: • ill proposed revision/corrections add additional increase in building value to original submittal? 11No E*Yes (additional increase in building value: $$ 5.700.1 1 )(Contractor must sign if increase in valuation) *signature of Contractor/Age : (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Du $ 5-62.00 Revision/Plan Review Comments 6-0/3/Q G 7 T 1/ C I "v� 3c5' Si/e- P.+V i SMti Cho cc. t p P.4142 . De artment Review Required: ,�/y� Building > // lanning&Zoning Reviewed By Tree Administrator Public Works Public Utilities I0 —(' 1 Public Safety Date Fire Services Updated 10/17/18 REVISION BP# e 5/9 oa,s6 AT i 1 . GENERAL NOTES:SERIES 5420 SIGNED IMPACT DESIGN PRESSURE RATING NON-IMPACT RESISTANT,VINYL FIXED WINDOW - ES PER GLASS TYPE,SEE IMPACT RESIST TABLES 4-9,SHEETS 6-8 11 THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH .....___ MAX.BUCK WIDTH SEE TABLES 4-9 ,_y SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 4-9 VELOCITY HURRICANE ZONE(HVHZ). ( 'f— __„— (SHORT OR LONG SIDE) 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX.O.C.SEE C 135 MAX. B,SEE _--I TABLES 4.9 8'MAX. D.SEE _- —►I - MAX.O.C.SEE TABLES 4-9 SHEET 3 SHEET4 _� • PRODUCT REVISED • 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MLAMI-OADE A. I I 1 1 I i I . with Ow COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR • L I °��r� F� EVALUATIONS WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY UNITS --• VISIBLE —T __ VISIBLE Acoeps�C°H°, -�I •(�� AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. - Fi. .Doe 41,1W-�s'19/^'al LIGHT WIDTH MAX.BUCK . �— LIGHT WIDTH • 4)ALL WOOD BUCKS LESS THAN 1112"THICK ARE TO BE CONSIDERED 1X HEIGHT,SEE _____•__ . _ By jI '-►`�J��,,,�/' INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY _ -- --- TABLES F-- 7 Miura Dade ProductTO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER. , 1X AND 2X BUCKS(HI +EN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER I / SHORT SIDE) : •I / JR-06108117-UPDATED • LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE VISIBLE 1 VISIBLE _ ANCHORAGE TO FBC 2017. RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). A — LIGHT — A,SEE C • LIGHT C,SEE .eq 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING / HEIGHT SHEET 3 / HEIGHT SHEET 4 rc OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING _ / MAX.BUCK STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY 1I HEIGHT.SEE OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX.O.C. �- TABLES 4-9 SEE TABLES (LONG OR p Y In 6)MAX.V4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 4-9 MAX O.C. T• SHORT SIDE) W £ - V) -nay PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF SEE J E2 w a 30 TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE . .} I J TABLES V �_ + ^ o O U) CI SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE B�— I - I I � iii -d O N WINDOW. D -� 1.25 MAX —�•I T� 0 a' {!W{ �q h B 7)DESIGN PRESSURES: TYP.EQUAL-LEGBOX& TYP.INTEGRAL FIN&J-CHANNEL Z LLco �..�o 0 M A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) U U e B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL (ANCHORED THROUGH NAIL FIN) w Z 4 oN TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300. 125 MAX H"w 9Ma C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD. r MAX -+-1 r-- 1 n w Z O cb 8)THE ANCHORAGERRMETHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE // �I . '�j� f p z• p U O Q 0 WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE MA)(• 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS MAX O.0 I Z W PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF SEE TABLES MAX O.C.SEE I` r SEE O.C. W ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER / / TABLES 49 �/ ,1 TABLES ® IS 0O e5 1••4S DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA / 9 4-9 - Z W BUILDING CODE FOR CORROSION RESISTANCE. �(\ MAX O.C. .T 16 coZ 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS / SEE TABLES VISIBLE T Q. , W Z ales PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE / VISIBLE 4.9 / AUTHORITY HAVING JURISDICTION. / LIGHT LIGHT X p HEIGHT HEIGHT 1,, r LL10)REFERENCES'.TEST REPORTS FTL-7897;ELCO ULTRACON HOA:ELCO MAX.BUCK w } w 4 CRETEFLEX NOA:ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR / % I BUCK HEIGHT,SEE U z z PROFILES,LTD WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC / HEIGHT,SEE / TABLES 4-9 5 0 a EXTRUSION NOM'S;NATIONAL DESIGN SPECIFICATION FOR WOOD TABLES 4-9 / (LONG OR opt >sa0 sau•S CONSTRUCTION,ANSI/AF&PA NDS 8 ALUMINUM DESIGN MANUAL VISIBLE (LONG OR VISIBLE SHORT SIDE) LIGHT WIDTH SHORT SIDE) I LIGHT WIDTH `\\\\\11 I I AAA7.(:°:: VISIBLE LIGHT FORMULAS �I j + ���pNY�.NN•!!f ' WIDTH:BUCK WIDTH-4-3/18' I 1 6"MAX. � rime :: :"'t: �,10ENgF.'GENERAL NOTES......_..._._._.__? T �� �• P HEIGHT:BUCK HEIGHT-4-3/79' 1--- _ ELEVATIONS 1 I �— MAX.O.C.SEE TABLES 49 —+(� 125 MAX FREE,GLASS I4 ANCHOR 1 MAX.O.C. �'1 F 6'MAX. 1.25' ..‘*:‘2. • N0.34706 2 CODES/STANDARDS USED; SEE TABLES 4-9 MAX. OPTIONS........................ I LiC INSTALLATION,FLANGE E. .2017 FLORIDA BUILDING CODE(FBC),6TH EDITION MAX.BUCK WIDTH SEE TABLES 49 MAX.BUCK WIDTH SEE TABLES 4-9 EQUAL LEG 3 .2014 FLORIDA BUILDING CODE(FBC),5TH EDITION ••••-- (SHORT OR LONG SIDE) ~ III���— (SHORT OR LONG SIDE) l') INSTALLATION.INTEGRAL FIN& •ASTM E1300-09 'LA/.7 J-CHANNEL 4 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL :�`�'•, /2artID� ` � GLAZING DETAILS 5 •ALUMINUM DESIGN MANUAL,ADM-2015 FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED '. S•.'•••••-•' .-. DESIGN PRESSURES...................B-8 •AISI 5100-12 OR ANGLED CORNERS) CORNERS) '// NAL \\ BOM 6 ASSEMBLY 9 •AISC 380-10 (ANCHORED THROUGH NAIL FIN) ///11I 1\\\\ A.LYNN MILLER.P.E. P.EJ 811706 TABLE 1: WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: OhmTable •A"-ANNEALED TYPO Description "A" 'T•=TEMPERED 1 7/8'I.O.:1/8"A Exterior Cep+5/8'Air Space+1/8'A 4 2 7/8"1.0.:1/8"T Exterior Cap+5/8"Air Space+1/8"T 5 ) 1 3 7/8"LG.:3/16'A Exterior Cap+1/2"Air Space•3/16"A 8 I, 0 4 7/8'LG.:3/16'T Exterior Cap+1/7 Air Space+3/18'T 7 BOX OR '�! 5 1"LG.:1/4'A Exterior Cap+1/7 Ar Space+1/4'A 8 Q EQUAL 6 1'I.G.:1/4"T Exterior Cap•1/7 Ak Space+1/4"T 9 FLANGE LEG - Ij�o TABLE 2:ANCHORS INSTALLED THROUGH FRAME Group Anchor Substrate MIn.Edge Mln. •MIN.OF 3 THREADS Diggs nce Embedment' BEYOND THE METAL P.T.Southern Pine(SG=0.55) 7/16' 1-3/8" SUBSTRATE. f #10 SMS Steel,A36" 3/8' 0.050" (steel,18-8 S.S. "UNGROUTED CMU' 0 Steel Stud,A653 Gr.33' 3/8' 0.0451"(18 Ga.) VALUES MAY BE or 410 S.S.) USED FOR GROUTED J-CHANNEL �1�� INTEGRAL A Aluminon,6063-T5" 3/8' 0.050' !LEguj'd P.T.Southern Pine(SG=0.55) 7/16' 13/8• CMU APPLICATIONS. FIN 3/16"steel Uttmcon Concrete(min.2.85 kel) 1" 13/8" I I) bp Urgrouted CMU,(ASTM CEO) 2-1/2" 1-1/4' L P.T.Southern Pine(50=0.55) 9/18" 1-3/8" Loa #12 SMS Steel,A36" 3/8" 0.050" (steel,18-8 S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) or 410 S.S.) B Aluminum,6063-T5" 3/8" 0.063" 1/4"steel Uttracon P.T.Southern Pine(SG=0.55) 1" 13/8" 1/4"steel Creteeex P.T.Southern Pine(SG=0.55) 1" 13/8' ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-9,SHEETS 64. 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 1-3/8" LONG LONG LONG SHORT PreLKAl(?�vf4� Concrete(min.2.85 kei) 1" 13/4' ( SIDE I--- SIDE ice— SIDE--•'l -•'( SIDE la.- as ssaetY/K w�Ne Fke.rR 1/4"steel Ultracon I -- —— ————) —— ——— — ——— ni 11d1ee Nde C Lkhgrouted CMU,(ASTM 490) 2-1/2" 1-1/4' + T i , 17. 614.08 114'steel Cretetex Concrete(mi .3.35 ksi) 1' 13/4' W • • ' •-- ►1/4'steel Ultracon Concrete(mi .2.85 ke) 2-1/7 13/4' NN1 yDy /�rConcrete(mi .3.35Ee) 2-1/7 13/4' 1 ir.1?mai acePnauct . ,or D 1/4"steel CretetlexedCMU,(ASTM CEO) 2-1/2" t-1/4' 1 1 Concrete(min.3.275 ksi) 1-1/2" 1-3/B" LONG LONG LONG LONG LONG o �' NO CHANGES THIS SHEEP. 1/4"steel A re-Gator '-• SIDE SIDE SIDE y) I— SIDE +i IF SIDE —( z Grouted CMU,(ASTM C-90) 7 7 — — [Ai ——— rr T' T! T oy im TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN1 1 1 "L L— —J IL J Group Anchor Substrate Min.EdgenoMin. Distance Embedment `t h l 1 t t l l I/,/ E 2-1/7 x.131'Common Nail P.T.Southern Pine(SG-.55) 3/8" 2-7/18" \�`�Op1Y LYNIyM�'% 2-V7 Ring-shank Rooting Nall P.T.Southern Pine(SG=.55 3/8" 2-7/18" 1070 TECHNOLOGY DRIVE '` ENS' �!/I' MsSrrl 92.Fr Mn.si ��1 '•,Y. N.VENICE,FL 34275p P.T.Southern Pine(SG=.55) 1/2" 1-3/8" Steel Screw 92 k0, 120 ksi 941 -480-1600 ::::-:':''1""k:::.......:::.58705 #10 Trtxhsheed SMS Aluminum,80837S" 3/8" 0.050• 18-8 Saw So ks 95 ksi (941)-480-1600) _ (steel,18-8 S.S. 410 Screw 90 ksi 110 ksf ® • - - Steel Stud,Gr.33" 3/8" 0.0451'(18 Ga.) COPYRIGHT 020/7 PGT RESERVED RIES,INC. ..„-_,....1',� • t. or 410 S.S.) _ Elco AGgeGeto* 57 ksi 96 ksi CERT.OF AUTH.#29298 ALL RIGHTS RESERVED F Steel,A36" 318' 0.050" •MIN.OF 3 Elco UtreCaiB 155 ksi 177 ksi 0�' o T •/(//z P.T.Southern Pine(SG=.55) 9/16" 13/8' THREADS 410 SS Eke CraeF�e 127.4 ksi 189.7 ksi VINYL FIXED WINDOW NOA(NI) g 9/9/14 --":1C,....•.''eoRIDP..•' \� #12 SMS Aluminum,6063-T5" 3/8" 0.083" BEYOND _ S ••..'...',..A.,‘0,.` (steel,188 S.S. THE 608375 Aluminum 18 ks 22 161 Li i /'//�/;ONAL `� Steel Stud,Gr.33" 3/8" 0.050" A38 Steel 36 ksi 58 ksi GLASS/ANCHORS/FRAME OPTIONS 6• J ROSOWSKI n t l t`` 0,410 S.S.) METAL Gr.33 Sled Stud 33 kei 45 ksi x Steel,A36' 3/8" 0.050' SUBSTRATE. 8 x 'c PW-5420 ,k NTS 8 2 OF 9 $g MD-5420.0 ,i B A LYNN MILLER,P EP E x 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 _ ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU_ BUCKSTRIP INTO CONCRETE/CMU. INSTALLATION SEE NOTE 2.THIS SHEET. OPTION 1 EMBEDMENT - b EMBEDMENT ANCHORED THROUGH I EDGE DISTANCE .a► 1/4' I/4'MAX. 1-.—FRAME INTO 2X W000 SHIM 0 0 SHIM FRAME OR BUCKSTRIP. �� SEE NOTE 2,THIS SHEET. •••••••••••••• EMBEDMENT EDGE • y]1 0 ‘� • DISTANCE FLANGE �: 4111.1 DISTANCE •• . +��r'' • FRAME %� 1 1 I I ; .. �.a�ru 4 SIM SHOWN ] L • • Oma_ IIi^_r . l' • p l - 1'THICK LO.— ._ V ,1 •• ,�• TVP.ANCHOR TYPE. © 1le L 1l4'MAX. TYP.ANCHOR TYPE, •• f 1- I •• \• EMBEDMENT AND EMBEDMENT AND EDGE SHIM // •4 SEUB TRATE•SEDISTANCEER DISTANCE PER _ TYP.ANCHOR TYPE, ] C 1 // EMBEDMENT AND SUBSTRATE, 1 !\ l� ) SEE TABLE 2,SHEET 2. I 1 .. TABLE 2,SHEET 2. (Bv}-�'` , EDGE DISTANCE PER TABLE 2,SHEET • o \ 1 a 0 TABLE 2,SHEET 2. I�p 718•THICK I.G. D • . FLANGEL EXTERIOR O FRAME n VISIBLE LIGHT WIDTH EQUAL- SHOWN .' LEG/BOX NOTES: • BUCK WIDTH FRAME /--718'THICK I.G. SHOWN /( 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. VISIBLE PER TABLE 2.SHEET 2.ALL WOOD BUCKS LESS THAN 1/4•MAX BUCK 1-12•THICK ARE TO BE CONSIDERED 1X SHIM HEIGHT EGfT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF #10 OR#12 STEEL —�•{ 1/P MAX.SHIM HEIGHT -� UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD �V��* — SMS(G5),SEE BUCKS DEPICTED AS 2X ARE 1-ltr THICK OR 0 _'_` TABLE 2,SHEET 2. AP/�/� + GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE _ __l (—� `+RufIUCT REVISED DESIGNED TO PROPERLY TRANSFER LOADS TO THE ��'( as complying%Rh did Florida STRUCTURE.WOOD BUCK DESIGN AND G{ Ruildvcg Cnde ,./.0 0 INSTALLATION IS THE RESPONSIBILITY OF THE rain r�l �act La9� Acc p:mut No ` ¢•08 ENGINEER OR ARCHITECT OF RECORD. Ili B F.,prerws Dace.(Mak 05.2) it 130• 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED Q � Q Mia i,,Product Ozur-Or 1•THICK G TO AS DAYLIGHT OPENING)IS MEASURED FROM t �a— BEADING TO BEADING. FLANGE EDuu / Fil=7 \L FRAME ` LEG/BOX 0 ' ` NO CHANGES THIS SHEET. FRAME ��. TVP.ANCHOR TYPE, %/J// �„ SHOWN i R e A EMBEDMENT AND EDGE Op EXTERIOR t� „// D EXTERIOR DISTANCE PER SUBSTRATE. n O INSTALLATION -5 INSTALLATION SEE TABLE 2.SHEET 2. EnuAL OPTION 4 OPTION 4 LEG/BOX ANCHORED THROUGH FRAME INTO METAL. ANCHORED THROUGH FRAME INTO METAL 11111111 W1/2,r FRAME 1/4'MAX.SHIM `111 ONY LYfyH �,, SHOWN Ont-1r-1 �� 1070 TECHNOLOGY DRIVE +.:.• ' •• ,4. •. N.VENICE,FL 34275 Pr :Fp'= . 1 (941}480.1600 =*:' No.58705 • EMBEDMENT ® - • . VISIBLE LIGHT FORMULAS COPYRIGHT o2017 PGT INDUSTRIES,INC. ct • �` CERT.OF AUTH.#292913 ALL RIGHTS RESERVED 'p • • •. WIDTH:BUCK WIDTH-4-3/18' _ 0 STATE .:'451, INSTALLATION HEIGHT:BUCK HEIGHT-4-3/113' A VINYL FIXED WINDOW NOA(NI) 8 919114 cs.•..(ORMOP,.•..SC, OPTION 2 , EDGE DISTANCE ; ,`�,/O E ��• ANCHORED THROUGH 8 FLANGE S EQUAL-LEG/BOX FRAMES 3 m J ROSOWSKI �,//NAL 11111 FRAME DIRECTLY INTO VERTICAL SECTION B-B_ , CONCRETE/CMU. - PW-5420 Si NTS 3 OF 9 Xi' MD-5420.0 ct B A.LYNN MILLER,P.E. P.E.#5#705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 114'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH -•• 1/4'MAX.SHIM EMBEDMENTimil FRAME INTO 2X WOOD INTEGRAL FIN INTO 2X WOOD k.- EDGE DISTANCE INSTALLATION OPTION 5 FRAME OR BUCKSTRIP.SEE FRAME OR BUCKSTRIP.SEE ANCHORED THROUGH l.. EMBEDMENT I a NOTE 2,THIS SHEET. NOTE 2.THIS SHEET. INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP.SEE EpiI O 3 NOTE 2,THIS SHEET. ) �``_.EDGE DISTANCE DISTANCE 1141; J FRAME EL0 [1111 iJj FRAME —SHOWN EMBEDMENT A O Oet.sh VTHICKIG. Ala �1/4MAX.SHIM TVE.AEDHORTPE. M/' ' EMBEDMENT AND TYP.ANCHOR TYPE, EDGE DISTANCE PER O EMBEDMENT AND EDGE SUBSTRATE,SEE J ��� TYP.ANCHOR TYPE, DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. �� INTEGRAL 1 «4a1 \ SEE TABLE 3,SHEET 2. (SCREW SHOWN) J-CHANNEL FIN EMBEDMENT AND EDGE • �--�5 (NAIL SHOWN) FRAME I Np� "-7/8'THICK I.G. �O FRAME DISTANCE PER SUBSTRATE, SHOWN EXTERIOR _ 7 SHOWN NEEAT TABLESHO3,SHEET 2 VISIBLE LIGHT WIDTH - 1 NOTES: - BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3,SHEET 2. 7/8'THICK I.G. FOLLOW EMBEDMENT AND EDGE DISTANCE Ar LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-1/7 THICK ARE TO BE CONSIDERED IX .".,//! HEIGHT LIGHTI �� INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL =.�- 111'MAX SHIM #10 OR#12 STEEL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. SMS(05),SEE 1l4'MAX. WOOD BUCKS DEPICTED AS 2X ARE 1-1R'THICK TABLES 2&3, SHIM OR GREATER.1X AND 2X BUCKS(WHEN USED) _1 / SHEET 2. // �J PRCIDUCT REVISED SHALL BE DESIGNED TO PROPERLY TRANSFER / I mIX/CT With II F di. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN J 'I a B.Mi.,Code 8 AND INSTALLATION IS THE RESPONSIBLITY OF .a.ua...t Acceptance No/ -ft,. 4•,O V THICK I.G. ! D AA Date �[& THE ENGINEER OR ARCHITECT OF RECORD. % ]— % 1j A`, / I 0,0) 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO I , J II 9(�A//e Prcyuct Cotwio OP REFERRED TO AS DAYLIGHT OPENING)IS � L. Mi MEASURED FROM BEADING TO BEADING. I i FN AND/OR / (/ �!s!lllc. \ FLANGE MAY BE /, \ NO CHANGES THIS SHEET. rEGR I REMOVED IN-FIELD /1 J / �� INTEGRAL FlN -� 1� EXTERIOR & ► w TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN r LL55 '_� ❑ EXTERIOR 0 0 AND EDGE DISTANCE PER CD v `Ni� —'' f-N /SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL (SUBSTRATE. INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, t I I 1111 A FIN f( 714•MAX. INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2 `•``�tNY LYNN AAArrr SHOWN o —� no 1 SHIM 1070 TECHNOLOGY DRIVE �`�O...% N' y/ r: n� _1 1 Ip � N.VENICE,FL 34275 ':`c4`p% S (941)-480.1600 : *: No.68706 INSTALLATION - DISTANCE - * OPTION 5 "`e'^ ��---5 CERT.OF AUTH.1{29288 COPYRIGHT ALL 2017 PGT RIGHTS RFSFINDUSST IES,INC. ' ••�- VISIBLE LIGHT FORMULAS _ INTEGRAL 2X -��_:_ WIDTH:BUCK WIDTH-43/18' 0 • TE 1•0.: INTEGRAL FIN INTO zx — - HEIGHT:BUCK HEIGHT-43/18' VINYL FIXED WINDOW NOA(NI) ; 9/9/14 �` ••.FCO�DI.,.•••��� WOOD FRAME OR EMBEDMENT •••.•• BUCKSTRIP.SEE NOTE 2, u i r�rr S'O E. THIS SHEET.VERTICAL SECTION D-D J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI ',,A//IVAltttt\`‘‘ C oA.LYNN MILLER,P.E. PW-5420 ,K NTS N 4 OF 9 F,€ MD-5420.0 k B P E.*58705 ?Rook REVISED -..- 7/8'NOM. 1+ -+{ 7B'NOM. -•-{ 7/8"NOM. _..1 7/8'NOM. -s ild (O Mb,1r FA+r� I �'' `c�N ",614 0 de �- Expro iaa Duro • 1 , 1/8'A GLASS 1 1/8"T GLASS 1 3/18"A GLASS 3/16'T GLASSnil SI!, 4,1, ��' - 5/8'AIR SPACE , 5/8"AIR SPACE 11111 • 1/2'AIR SPACE 1/Y AIR SPACE 1111 1/8"A GLASS 1/8"T GLASS 3/16'A GLASS \\ 3/18'T GLASS NO CHANGES THIS SHEET. EXTERIOR III G]EXTERIOR a EXTERIOR )0 ..EXTERIOR E. CM 1n CD ExIldi ci GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 , 0 "m O o U' N in Q u °+� ce N 0_I O &Ip u�_ O Z6- $ o,a 2 U_V o oa I-� 1'NOM_ +{ 1'�" 1-N 'L EXTERIOR ^ Z �• U' ON P. F Z a p ■ 1/Y NOM.OLASS O^Z a § T 1/4'A GLASS . 1/4"T GLASS ■ © BITE TYP. O O 1/2'AIR SPACEIll 1/2"AIR SPACE � 74 z In 1/4"A GLASS 1/4'T GLAS Q 7 la 4 f0 7.°45 a EXTERIOR CrJ EXTERIOR till # z H' ��. ( iZ80 3 < 3 , �l LL filX Lai 'S .� . \ O LL (2 N . 0.—���o�! F } fQJZ� GLASS TYPE 5 GLASS TYPE 6 UC > {:J a TYP.GLAZING DETAIL "71 "°0`°"'; `„,II III,,,,,'' NV LYNN ',.. �p_•........ .y ,, I* No.58705 l GLAZING NOTES. ,.T • 4./ 'A'=ANNEALED i (%••.'.c(ORID,.•••' T=TEMPERED /z7„'SS C � ONAL ENG'� ,/ A.LYNN MILLER,P.E. P.E.#68705 TABLE 4 Window Design Pressure,(+1-psf) .se this table for dm 1 178'A Cap-Airspace-118"A Type. Window Long Side(in) 'TABLE DIMENSIONS MAY BE DirnensI1 es 51.05 54 56 58 62 64 68 I 72 76 80 84 87 ORIENTED VERTICALLY OR 18 +80/-93-7 +80/-92 6 + 01-91.9 +801-91.3 +80/-90.3 +80/-89.8 +80/-88.9 ! +80/-88.2 +801.87.5 +801-86.9 +83/-86.4 +80/88.1 HORIZONTALLY AS SHOWN 8 20 +83/-86.4 +80/85.2 +801-84.5 +80/-83.5 +80/80.6 +1-79.4 +/-77 +1-75.2 +/-74 +1-73.1 +1-72.2 +/-71.5 7 LONG Y!i0(x1CT REVLSEL) SIDE o�e�lri�r with Ise Fisnds 22 +80/-80.3 +/-75.2 +1-73.3 */-71 5 +1-88.4 +/-87 +/-84.4 +1-62.5 */-60.7 +1-59.2 +/-58 +1-57.1 F~ LONG SIDE 0uildmg 0*4.. +1-68.2 +/-85.7 +1-80.7 +/-58.5 +/-55.3 +/-53.1 +/-51.1 +/-49.7 +1.48.2 4/-47.3 Ae prt++«?*�_� '0'1•'� 24 +/-75.8 +l-J1.3 Al E<-n;ceih+e ♦•./��C!• �0�(J26 +/-71.7 +/-70.2 */-87 +/-63.5 +1-56.7 x154.7 +/•50.9 +/-47.7 a/-45.5 +113.7 +112.3 +111.2 SHORT D1. .'/, '�_/e�4. 28 +/-68.3 +/-67 */-86.1 +1-83 5 +/-56.3 +/-54 +1-49.5 +1-45.5 +1-42.8 +1-40.3 -/38 */-37.1 SIDE A'tvni Piiii.a ,- -E +185.6 +/-84.1 +1-83.2 *1-82.4 +/-58.9 +154.4 +119.7 +/-45.4 +112.1 +1-38.9 +/-36.4 _.....1 SHORT ( SIDE 0 32 +/-63.2 +1-61.7 +1-60.8 +/-59.9 +/-57.8 +/54.9 +/-50.2 +115.9 +1-42.5 +/-35.9 NO CHANGES THIS SHEET. /5 34 */-81.2 +/-59.8 +/-58.8 */-57 8 +1-56.3 +/55.1 +/-50.8 +1-48.4 +/-43.2 o 36 +/-59.6 +/-57.9 */-56.8 */-55.9 */-54.4 +/-53.7 +/-50.8 */.48.6 i -- LONG SIDE �i /n 38 */-58.2 +156 4 */-55.3 +/-54.3 +1-52.7 +1-52 +/19.5 f -1--- 40 */-57.1 +1-55.1 +/-54 +/.53 +/51.3 +/-50.5 MAX.O.C.SPACING IF ANCHORING MAX.0.C.SPACING IF ANCHORING SHORT LONG 42 +/-56.2 +1-54.1 +/-52.9 +/-51.8 +/50 SIDE / SIDE THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 m 44 +/-55.5 *l-53.3 */S2 +1-50.8 APPLIES TO A,B,C OR O ANCHORS APPLIES TOE OR F ANCHORS j -�- 3 "'t 46 +/-54.9 */-52.8 +/51.1 /SEE TABLE 2) (SEETABLE 3) fl' �7r7 D F o rT 0 o O 48 +/-53.5 +1-50.8 15' 4" _ 0 N i alna 0 v 51.05 +/-50.6 SHORT O A rn -t SIDE 0-I oo 2 m .tq a Z LL r3/ '1 """:”0 M ou r rr TABLE 5' W Z 't window Design Pressure,(+!-pef) ee this table w /" ma for Gross 2 P 1/8"Tcap-Airspace-1/8"T Type: oz rn $ Z < a) SMrldow Long Side(in) O tu L DIIT1eISSIOR8 60.926 84 66 88 70 74 -77 50 8d 87 92 97 99 Z 03 co 32 +80/-98.2 +80/-96.8 +801-95.8 +80/-94.7 +80/-93.9 +80/-92.4 +80/-91.4 +80/-90.5 *801-89.5 +80/-88.7 +80/-87.7 +80/-86.7 +80/-86.4I- 34 +801-94.5 *801-92.8 +801-91.8 +80/-90.9 +80/90 *801.88.5 +80/87.5 +80/-86.8 +80/85.5 +80/-84 7 +83/83.6 +80/-82.6 +801-82.3 c g w ,.,.,, 36 +80/-91.4 +80/-89.6 +80/88.5 +80/-87.6 � +80/-86.7 +80/85.1+ +80/-84 +80/-83.1-+80'81.9 +80/-81.2 +/-80 */-79 +1-78.7 • MI cv u Z � Ce H i 38 +80/-88.6 *!8 +801-86.7 +805.6 +801.84.6 +50/83.7 +80!-82.1 +80/-81 */-80 +1-78.8 +/-78 +1-78.9 +/-75.8 W Z 40 +8082. -86.3 +80/-84.3 +80/-83.1 +80/ 1 +80/81.1 */-79.4 +/-78.3 +/-77.3 +/-76 +1-752 +/-74 < OW 0/ a x a Q , 2 42 +80/84,2 +801-82.1 +801-80.9 +/-79,8 +1-78.8 */-77 +/-75.9 +1-74.8 +1-73.6 +/-72.7 \ o c9 44 +80/8 .2.4 +BO!-80.3 +/-79 *I-77.9 +/-76.8 +/-75 +/-73.7 +1-72.7 */-71.4 W J Z w rn 46 +80/-80.9 +/-78.6 +1-77.3 */-78.1 +/-75 +473.1 +/-71.8 +/-70.7 ] O d 0 48 +/-79.7 +/-77.3 +/-75.9 +/-74.8 +/-73.5 +/-71.5 +/-70.1 gnu s."'s rn 50 +1-78.8 I +1-76 1 +/-74.8 +/-73.3 I +/-72.1 */-70 \\I I I I i11 r n///t/, 52 +/-77.7 . +/-75.1 +/-73.5 +/-722 +1-70.9 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING If ANCHORING ``,N� NYLYfA ", THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 �.-"" ' 54 */-77.1 +1-74.2 +1-72.6 +/-71.2 NOTES: '\ '�ICENSF••fr ' 56 */768 */736 APPUES TO B,C OR D ANCHORS APPUES TO F ANCHORS 1)BUCK DIMENSIONS SHOWN. -(n ' +/-71'9 _ (SEE TABLE l) (SEE TABLE 3) NO.5570$ 2)FOR SIZES NOT SHOWN.ROUND UP TO THE *'�•7 58 +/-78.3 +/-73.1 - - 1S.S' <- NEXT AVAILABLE SHORT OR LONG DIMENSION. - 80.926 *l-78.1 -_ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), `13 ( I FIND THE SMALLEST SQUARE WINDOW SIZE IN ;0,� STA OF .(V THE TABLE(S)ABOVE WHICH 11-IE ARCHITECTURAL .4'' RC ORIDP..-:: • WINDOW WILL COMPLETELY FR WITHIN. i' '`S'ONAL 04 / t//II I III I I III A LYNN MILLER,P.E. P.E.X 58705 TABLE 6. _ Window Design Pressure,(+/-psf) Use VI*table TABLE DIMENSIONS MAY BE for Gloss 3 ORIENTED VERTICALLY OR 3/16'A Cap-Airspace-3/16"A Typs• HORIZONTALLY AS SHOWN Window Long SIde(In) 7 LONG Dimensions I 69.65 71 73 75 78 80 85 86 89 92 96 99 SIDE 32 * +/-76 9 +1-76.4 +/-74.3 +/-725 +/-70.8 (139 3 +156.2 +165.7 +1-64.1 +/-62.6 +/-80.8 +1-59.8 I--iii- LONG SIDE -+ 34 +l-73.7 +l-73.3 +/-71.3 +169.7 +168,6 */55 +1-61 +/60.3 *158.1 +/-56.3 +/-54.7 +/_53.6 PRGITLIC"T RAd'LSE41 SHORT / a�c+mdr�R Wi„'s'e F1enb 36 */-71 +/-70.5 +159.8 +157.9 +164.4 +162.5 +/-57.2 +1-58.3 +1-54.7 +/-52.9 +/50.9 +l-49 7 SIDE .(: Rvi6tsta Ce4e 1 O•14•11 38 -058.6 +/68.1 +157.4 +156.8 +153.5 +/61 +1-55.8 +/-54.9 +/527 +/-50.6 +1-48.2 +1.46.4 ! SHORT A"mv°""f'1p B 40 +168.4 +155.9 +/-85.2 */-64.6 +/-63.2 +/50.7 +155.1 +/-54.2 1 +/-52 +/19.7 +/-48.4 +/-45.2 SIDE E rrarkM Dec � ��°71D2D i 42 +164.8 +/-64 +1-83.3 +/626 +/61.7 +/60.5 +/-55.1 +1-542 +/51.7 */-9.1 +1-48.3 +1-44.5 nst°r�i/ <r YC`~- 44 +/52.9 */62.4 +/-61.6 +160.9 +/-80 +1-59.4 +1.55.1 */-54.2 +I-51.8 */-49.1 */-48.1 +1-44.5 " v ' 46 +161.5 +l60.9 +/50.1 +/-59.4 +/-58.d */-57.8 +/-55.1 +154.2 +/-51.8 ./-49.3 +1-46.3 +1-44.5 ~- LONG SIDE -� NO CHANGES THIS SHEET. 48 +/60.2 +159.6 +/-58.8 +/-58 +/-57 */-56.4 +1-55 +1-54.2 +1-51.8 +1-49.5 +/-46.4 +/14.6 7 / I cHpp 50 +/-59.1 +/-58.5 */-57.6 +/-58.8 +/-55.8 +/55.1 +/-53.7 +1-53.4 +1-51.8 */19.5 +1-48.6 SHORT / �y LONG u) A' SIDE 52 +/56.1 +/57.5 +/-58.6 +/-55.8 +1-54.6 +/-54 +/-52.5 +/52.2 +1-51.5 +/19.3 ce 54 */57.3 +1-56.6 +/-55.7 */-54.8 +1-53.7 */-53 +/-51.4 +/51.1 *I-50.4 _ 56 +/-56.6 */55.9 +1-54.9 +/-54 +/-52.8 +/-52 +1-50.4 */50.2 57 +1-56.3 +155.5 +/-54.5 +/-53.6 +/-524 +1-51.6 +/-50 NOTES: __ _ _ w c m 1)BUCK DIMENSIONS SHOWN. > "+H BO +/-55.5 +1-54.7 +1-53.6 +/-52.6 +/_51.3 -0-50.5 mar 1 Fc 0 o- 62 +/-55.1 +/-54.2 +1-53.1 */-52.1 */-50.7 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _...IF SIDE F O 'o Q' 0 o THROUGH THE FRAME PEA SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 ' NEXT AVAILABLE SHORT OR LONG DIMENSION. ›- r.0 i) NW 0 N 64 +/-54.8 +/-53.9 +1-52.7 +/-51.6 APPLIES TO A.B,C OR D ANCHORS APPLIES TO E OR F ANCHORS O A Z 68 +/-54.5 +/-53.6 +1-52.4 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). J �¢ (SEE TABLE 2) (SEE TABLE 3) FIND THE SMALLEST SQUARE WINDOW SIZE IN 0 J o R ' Aq O 88 +/-53.6 +/153.1 Z u- 8 u.n/O 2 __ 15" 3"FOR EANCHORS,4"FOR F ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 69.65 */-52.6 WINDOW WILL COMPLETELY FR WITHIN. 1 W `- `V¢ U U °� FW Z .4- t� 0N TABLE 7. .I. g1 9/Au Window Design Pressure,(+/-par) Use o > rn f G 4 oZ Z 0) rn 3/16"T Cap-Airspace-3/16'T Type: <w O VNndow Long Side(in) Z 133 n Dimensions 81.52 83 85 87 89 92 94 97 99 103 107 110 113 118 122 126 132 138 144 g O Lu 1dauS 46 +80/-94 +80/-93.3 +80/-92.5 +80/-91.7 +80/-91 +80/789.9 +80/-89.3 +801-88.4 +80/-87.9 +80/-88.8 +80/65.9 +801-85.3 +80/-84.7 +801-83.8 +80/-83.1 +801-825 +801-81.7 *80+-80.9 +80/60.3 - •e' Si Z CC 48 +80/-91.6 +80/-90.9 +801-90.1 *801-89.3 +80/-88.5 +80/-87.5 +80/66.8 +80/65.9 +80/65.3 +80/64.3 +80/63.3 +80'62.7 +80/62.1 +80/61.2 +80160.5 +/-79.9 +/-79 +/-78.3 = ?- COi' i(f)ZI- 50 +80/-89.5 +80/-88.8 +801-87.9 +80/-87.1 +60/-88.3 +80/-85.2 +80/-84.5 *80/63.6 +80/-83 +80/-82 +80/61 +80/-80.3 +/-79.7 */-78.7 */-78,1 +/-77.4 +1-76.6 a 0 e,05, 52 +80/-87.6 *80/-86.9 +80/-88 +80/-85.1 +80/-84.3 *80163.2 +80/-82.5 +80/-81.5 +80/-80.9 +1-79.8 */-78.8 +/-78.1 +/-77.5 +1-76.5 */-75.8 +1-75.2 X a o 54 +80/-85.9 +80/-85.2 +80/64.2 +80/63.3 *601625 +80161.3 +80/-80.6 +/-79.8 */-79 +/-77.9 +/_78.9 +/-78.2 +1-75.5 */-74.5 +/-73.8 . o cc J C7 N 56 +80/64.4 *801636 +801-82.6 +80/61.7 +80/50.8 +/-79.7 +1-78.9 */-77.9 +/-77.3 +/-76.1 - +/-75 +/-74.3 +/-73.7 +1-72.8 u Z (/) 58 +60/63 +80/-82.2 +801-81.2 *80160.2 +/-79.4 *I-78.1 */-77.4 +1-78.3 +1-75.7 +/-74.5 +/_73,4 +/-72.7 +/-72 5 c d c 60 +80/-81.8 +80/51 */-79.9 +/-78.9 */-78 *1-78.7 +1-76 +/_74.9 +/-74.2 +/-73 +/-71.9 +/"71.1 =i/i.I'JPJ(sa, 62 +60160.8 +/-79.9 +/-78.8 +1-77.0 H•76.8 +1-75.5 +1-74.7 +/-73.6 .+/-72.9 +/-71.6 +/-70.5 43 64 *1-79.8 +1-78.9 +/-77.5 */-76,7 +/-75.7 +1-74.3 +1-73.5 +/-72.4 +/-71.8 +/-70.3 0 ``1 T I I I I f I///11 , NY LYWy ., g 87 +/-78.6 +/-77.7 +/-76.4 +/_75.3 */-74.3 +/-72.8 +1-72 +/-70.7 +1-70 - _ �,'t�0' IG158A:L:10:F:.:1\. .�le co e . 88 +1-78.3 +1-77.3 *1-78.1 +1-74.9 +1-73.6 +1-72.4 +/-71.5 +/-70.3 �,•' t�'�70 +1-77.7 +1-76.7 +1-75.4 +1-74.2 +/-73.1 +1-71.5 +1-70.6 _ _ _,kNo72 +/-77.2 */-76.1 +1-74.8 +/-73.5 +!•72.4 -0-70.8 - G � *_74 +/-76.8 +/-75.7 -0-74.3 +/-73 */-71.8 MU%.O.C.SPACING IF ANCHORING MAX.0.C.SPACING IF ANCHORING -'D ZTHROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET476 S �'.. `78 +/_78.5 *I-75.3 +/-73.6 +(-72.5 APPLIES TOB,C OR D ANCHORS APPUES TOFANCHORS �O'n F ��•.�O \��78 +/-78.3 +l-75 _ +/-73.5 - - (SEETABIt2) ISEETABLE31 ,��iss� N �\80 +/-76.2 */-74.9 15.5' 3.3" /�/� Ii� 81 52 */-75.1 f _ _ A LYNN lI)L) k P.E. P.E.N 58705 Short Side On) - - Short Side On) - 9 m m m pp�. O� pp�l U (� p a m pp p� m (� N P• u b Oe 8 i I.aC O m 8 A N O m g + N $ m T i/GO N O OJi L N O Ql T, A N 8 OD g L N 8 OAD QAi ? 2 Oai O+ v m v �I m r �+^ Y O_ Q NQ Q Y Y �${�pp j L3 In Ttr gCn g(r Li N 6/�3 N IJl - C9 r, I m pl J b V O U m b �+ foil p1 U N W A A tr N N L a m i, N W N W U Ip 41 m > 1.l b N N (r cn A N V N O) Co 'co m N b N J N W W A m ID A Nt ` + + y +VV + +v ++ +V m .. m m -. i i + ` \ ` + {�++� {+n + ((4.� ((+tr + 4 + + far a + ` + -',1 i'• r a 01 4 m 8 W a, . b & m t 2 N t A N W A N fJl W J V o g N �r a -- J w 4 4 m A m m m A 03 N a m J J m a J + + + + + + m O+e ` ` ` ` + + I. '.- 4 yyO.. p8 ,{m. JO.. 8 8_ O Op (--- y (� (� �l (Jl ` y + + + + + 8 W 8 A J A N N N a C N 8 G ;',4., C CC A 8 CC W W A A Ca V g g § L' N k § I m + W W W p, N m a m 4 Cr, N W -. N A CO W 4 + + + 4 + + N N W ] tail pal V m la0 Al 4, 8 * O * N 0 N W A Zli V OD m § (,J (v ! a m fJ b T A N N W U CO N m U N Ol b U m -. N W in m co tN A W a N m N m W A `0 D C 52+ m+ + + + + + + + me m m m�O ; ; ; + \ + + + + + + + 4 + + toQ{. QaQa U NN $ AWVlN N b pl A W W A p ' .5 k P 9 Op A m J b 4 V N V -. COV V V t0 N COCON D m Nm m p1 O N N 4 + i4 U Co to N .' b b b fr N N ir, LI A (Nn k OC f0 m m N L u' W m V b 4 b § 'co -+ a IJ t0 m m f0 + N A m m A 7. ▪ a r b b b + A m W m m A A A N W W •W A f0 + N ix. T • • ��11 i �+ t;+ po D •O �'+ ((++l (t+�r + + + ((+J7�� ((iceT ��+rr �t+r� (f+�r (f++�l {{+1r� io N N A J• N V A 1J W (MID N N v C OC�y O O N C A A a A A A N N A• a N = •O N 6 V CC N A N J V 40 m -. + + + + + 4 + + + + + +m m m _ o m IJjIgIo� C O` G O r y ± m 5. zr n + ` ` + + {{+rr {{+rr ((+nn y{+l ((+�r ((+�r $� W U m W m N f.� '4 t N l -1 9 G GDC ' ; W b U N N W 41 W fJ lJ o (J 8 2 A P D p r N V + W tJ N N N m I a, m 1 S N z , 1 o N N e b 6 i u - q '' A + U+l [• l• t+� (+� l+n �+r + p W V CO CO A U C P-2 & 0 0 0 0 0 0 0 W a W t0 A A A W m m Co W t t ` -t t ip im +mm u H m 4, a N m V C . U m N Sv S .J J r J v J V O --4 .-.1 N N N W b m Z _ ^ f, 4. 44 + m m m 4 '^ 8 4 N J N e k m[r m n ti O g !Di ` i N N O s tore[- s $Z Z fZ1 m io is,ID � m ID C0 6 p $ a M H O + i i + + +moo OIL D O '^ S - - �l N m 7, - u w J 8 zz �„ ' A + + + + + + + j Tr.--n, O a 4 f l N in • O T C U ; fr. N ; ffr k N 1 D n Li a N N a a a V A ? Z 6 N j T .4 O W hl v =Zs' Jmx(1 N m O O O O O y A m A U m W • - p0D-1 A DA ON I- m➢ - m$) 1 O°ti S Z !P s 0 +mm Om+o G�+oD L�m D �N p... A m r t _t _t 0 0 0 m W O 5�m II N Z m v V is O N U 8, 8,c3;;-j; D D m T O U `, // Z m O CC U ° p m iluI . mOA.il • + + c zul °p - ?gym i zi & t i $I� R �,oN Qc 1 �- 3ii amm81im ga ?7r*m ,*l' 1 n OA a m v B^� m N W fill O ____ Z W ^ 2mm O= WI mi m Illt ` + +f Fzy zm mp a0 it a g r �- o° -----1. „gill,,, Re vrs;n^ .01 a- " tld * ",, 1070 TECHNOLOGY DRIVE g/ ��0.••• ..,•qy ', pe.--.., N.VENICE,FL 34275 0 d> �`E0- rSp�, � (941)-480-1600 = F i'411°1-.:, m Z-2'0 >�\� n' _ ® COPYRIGHT 02017 PGT Iral1STR'�ES,INC. � �] �'�' D ;A m N m.r - CERT OF AUTH.#29298 ALL RIGHTS RESERVED m I�^ & m'y- U ">...r z-; ;`VINYL FIXED WINDOW NOA(NI) 9/9/14 _ ,` ---,G>.....-1-1Z .'yam o� SC g m ti� .. ...+-',S, ``` DESIGN PRESSURE TABLES C om'J ROSOWSKI m �a FR * m l/�linii"`� i PW-5420 n NTS 80F9 az MD-5420.0 . B I, 0 1.376 I ._ 3,500• - 3.500' - 3.500' - 3.500" ``\ Oi � —if— oar —A.-1H— .062" —..11-.— .oar —.11-ee— .062' .: ass 5 Dem — t O ANCHOR 1A83' 1.483• ,.183' 1.481' -� �� _I- 1325" L�o� 01E10 o o _1. � 964' 301' .625•LJ 4�`�r 1.375. O J-CHANNEL FRAME O2 FLANGE FRAME 1.37y O INTEGRAL FIN FRAME 0 EQUAL LEG/BOX FRAME 0 7/8•BEAD f L ALUMINUM SILICONE HOT-MELT BUM '—REINFORCEMENT pOLyISO- DESICCANT ALL AREA �� STRUCTURAL ` BUTYLENE ' "�— .t75' SILICONE SH Ii NOM. SEAL ,,,,, 5118'NOM. STRUCTURAL 3/16'NOM. ' —1/4'NOM. FOAM- '' SILICONESEAL POLYISOBUTYLENE WITHBCROLL-FORMED WITH DESICCANT DESICCANT DES�FO STAINLESS STEEL �1'BEAD EXT.GLASS / EXT.GLASS / EXT.GLASS , e INT. GLASS /� /� ,� OCT.GLASS ,,III INF.GLASS INT.GLASS INT.GLASS MITERED CORNERS erTER OR AND KODISPACE SUPER ODURASEAL® 8XL EDGEm EXTERIOR 4SG TPS 87' SPACER®NXT�' � SPACER SPACER WELDS - - -- TABLE 10' 8 Part tit Dawn ptlon Material PRODUCT REVISED w complying wiWW the Hilda. 1 620117 J-channel Frame PVC BuddmgCtde • .1¢.OS 2 620118 Flange Frame PVC Am.:maimLHo I 3 620119 Integral Fin Frame PVC F�neioo tTrx `•.2020 4 620120 Equal Leg/Box Frame PVC B, Da __..0.,....'. 5 620133 Anchor Cower PVC 0 6 720136 7/8'Glazing Bead PVC NO CHANGES THIS SHEET. FRAME 7 720135 1'Glazing Bead PVC ' ASSEMBLY DETAILS 0 74 Backbedding,GE 7700 or Dow 791 Silicone _ 78 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 dura. EPDM ' EXTERIOR ..',.10 0 `; 11111 /1,, a`` 1070 TECHNOLOGY DRIVE ������NU ENSH'yi'�,�' p...._....,, N.VENICE,FL 34275 Q'' (941)-480-1800 =*: No.56705 Part# Description Material NOTES: I [/,'/� *_ 1)SOME PARTS NOT SHOWN FOR CLARITY. COPYRIGHT 02017 PGT INDUSTRIES.NC. - •-` 1 80 Kommerling 4SG TPS Spacer System 2).1-CHANNEL FRAME SHOWN,PARTS Ct. CERT.OF AUTH.429298 ALL RIGHTS RESERVED -p 1 t�_ � See this OTHER FRAME TYPES APPLY. ,• 81 Quanex Super Spacer OCT with Hot Melt Butyl Sheet for 3)ITEMS C 8-73.75-77,79 6 84-89 ARE NOT 3 VINYL FIXED WINDOW NOA(NI) 9/9/14 �•FS'••*'ORIDA..••G���; 82 Quanex Duraseal Spacer Materials USEDAPPRAND AD ARE NOT PART OF THIS 3 BOM&ASSEMBLY %= .1 ROSOWSKI ''�•.,TONAL Ler,,o` 83 Cardinal)L Edge Spacer 4)ENERGI PVC TO BE LABELED FOR MMA REFERENCE TEST REPORTS:FTL-8717,8968 8 9970 EXTRUDER CODE. 'ti ti 2 11 PW-5420 3 NTS ' 9 OF 9 Xi' MD-5420.0 ,,. B A LYNN MILP.EN 706 LER.PE 4_