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HomeMy WebLinkAboutProduct Approval Opening' Size.;° . (W x Hl 1. Roll Shutter 212 x.103. 2. Roll Shutter 199 x 103. 3. Roll Shutter 190 12 x 103 4. Sliding Glass Door 140 x 95 114 5. 3-wide Fixed Window 140 x 932112 1 2 6. Fixed Window - 47 x 32 1/2 7. Fixed,Window 47 x.87, & Sliding Glass Door' 141 112 x 95:1A 3 9. Single Hinged Door 33 1/2 x 80 112 Nonimpact 9 4 6 8 5 ioo) 7 = U cn U- -Y. � � v C Z3 U CU Z E- N Ln ` - COPY-EIENPEST.CON SCALE: NOT TO SCALE DATE: Jun 18,2015 PAGE DESCRIPTION: Site Plan PAGE: OFA 1 Florida Building Code Online Page 1 of 2 6 bifida Nparmeentq BCIS Home ; Log In I User Registration k Hot Topics C Submit Surcharge Stats&Facts G Publications FBC Staff+ BCIS Site Map Links Search.1: Busines 3rofeSSltnal 0l Product Approval � USER:Public User Regulation - 11 t,pa Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17519-RO Application Type mel Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived El Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE 9 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/20/2015 Date Validated 02/25/2015 Date Pending FBC Approval http://www.floridabuilding.org/pr/Pi_app_dtl.aspx?param=WGEVXQwtDgvYdg2pQ°/D2fX... 6/18/2015 Florida Building Code Online Page 2 of 2 i; Date Approved 03/06/2015 Date Revised 06/11/2015 Summary of Products FL# Model,Number or Name Description 17514.1 5400/5500 Series Mullions Clipped/Unclipped Mullions �Iml of se Certification Agency Certificate Approved for use in HVHZ:No FL17519 RO C CAC 190-1075CAR Ddf Approved for use outside HVHZ:Yes FL17519 ROC CAC 190-1076CAR.Ddf Impact Resistant:Yes FL17519 RO C CAC 190-1077CAR.pdf Design Pressure:N/A FL17519 RO C CAC 190-1078CAR-unclipped Ddf Other:Please see installation instructions for additional Quality Assurance Contract Expiration Date product,testing,and anchorage information. 01/10/2019 Installation Instructions FL17519 RO II 54xx-55xx Mulls.pdf Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL17519 RO AE 54xx-55xx Mulls Eval.pdf Created by Independent Third Party: No Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32349 Phone:850-487-1824 The State of Florida is an AA(EEO employer.Copyright 2007-201'i State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 0 WN securiYYhl7iT'Itl http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgvYdg2pQ%2fX... 6/18/2015 GENERAL NOTES,UNCLIPPED 540015500 MULLIONS: USE THIS SHEET FOR all UNCLIPPED MULLIONS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH OPENING WIDTH,MAX.127A/4* —OPENING WIDTH.MAX 127-1/4' OPENING WIDTH,MAX 127-1/4' =J LLO SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED,MUST BE ANCHORED PROPERLY TO 14*MU 1-114*MULULIO 1-114*MULL 1-114*MULLION o:6 cc WIDTH WIDTH WIDTH WIDTH :e z TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 1t 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS F CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MULLION i MULLION t1 I I It I 1 z MORE THAN U780.THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE 1.6 LOAD LENGTH,MX Y// LENGTH, 0 A DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. MAX 63" III < In 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE I I ti I I I 8 SCOPE OF THESE INSTRUCTIONS. CD— 0 to 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO L j111"_4------- DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET. OPENiN"IDTHMAXA2zUA1 I FOR MULTIPLE UNITS,CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN SEE SHEET 3 FOR MULL PRESSURE AND ANCHORAGE TABLES,THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR TO WINDOW CONNECTION =3 z f FENESTRATION PRODUCTS SHALL APPLY. SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS z'E 09 O k 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD U'> BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. MULLION LENGTH. 0 MAX,Or 7)MULLIONS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ADDITIONAL WINDOW ANCHOR r -I LIJ UJ(L BUILDING CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT THROUGH THE FRAME FOR =-fit GO (L EOUAL'L EGIBOX&FLANGE FRAMES. CD _j0 52 C) (.) to APPLICATIONS ARE LIMITED TO WINDZONES 1,2&3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO SEE SHEET 3 FOR NAIL FIN U3 10 BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. JZHANNEL FRAMES I 1 12 z _C' 0 I c:) 4 1 C) PROVIDED THAT THE SPAN I,, 1 1-114' -T In-0 8)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PRO t-1_1 muwoN to AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS 10'MA>L ;Ii 9 cl:19 APPROVAL- JWIDTH OPENING 9)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER MAXHEIGHT TO FLORIDA PRODUCT APPROVAL#261, MULLION LENGTH MULLION MAX.63' r HEIGHT. ---------- WIDTH MAX. ----------- 1.250' 127-1/4' TABLE I Mullion Capacity Table(lbafle) 1.114, F 1.25 X 3.23 X Opening Width or Height up to 127-1/4' _rmULLION MULLION .100AIum. AS Loading Types WIDTH L WIDTH Tube Mullion­Mu­r-,;n`C�0P.,,y Anchorage RoqUI...t OPENING _T _T 3.250' IMLIN 4 addItone)Wndw HEIGHT, OPENING .100. rom et"h Ine W(ndoW IMAX. HEIGHT. anc27-1/4' colo .70.01bw MAX .70.0 Itnere 01 the multfordtarne asombly 127-1/4" tube confoom Seo figum on .......... LWs.loot. SEE CAR 190-1078 FOR CERTIFICATION. ---1 .820' 1- No,58705 1.25"X3.25*X.100' MULLION NOTES FOR UNCLIPPED.MULLIONSIFRAME ASSEMBLY TUBE: ae,3 T 600-ITSALUMINUM :7 -3\5 1)NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS. STATE Or 2)NOTTO BE USED IN CROSS OR TEE CONFIGURATIONS,SEE NEXT SHEET. SINGLE HORIZONTAL MULTIPLE HORIZONTAL MULLION MULLIONS ON, A.LYNN ILUEI2,P.E. FL P.E.#58705 GENERAL NOTES,CLIPPED 5400/5500 MULLIONS: USE THIS SHEET FOR CLIPPED MULLIONS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE -----OPENING WIDTH —OPENING WIDTH--- ---OPENING WIDTH EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF MULLION 'MULLION' 1-11,VMULUON _1_1,1/4' _1 1-1/4•MULLION USED,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. WIDTH WIDTH WIDTH F -ir­­ 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS HAVE BEEN TESTED AS*FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4"FROM THE CLIP. I I II 1111 it 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED MUL MULLION In IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. LENGTH I LENGTH ;j z 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE _j INSTRUCTIONS. LL 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURESU)tilcl) Lu co 0 AND ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET.FOR MULTIPLE UNITS,CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN PRESSURE SEE SHEET I FOR MULL �--OPENING WIDTH Z)1-- 2 OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. TO WINDOW CONNECTION -J _j 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). SINGLE VERTICAL MULLION MULTIPLE VERTICAL MULLIONS z 2 ag 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUSTNOTES FOR CLIPPED MULLIONS: �—MULLION LENGTH =) LU In BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT _j D_ AS APPROPRIATE FOR SUBSTRATE MATERIAL-DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT (L 1)FOR MAXIMUM SIZES,SEE TABLES ---------- 0) _J 0 REACTIONS. 2A4A. I I I I w 0 Z�l U") -C:)4 8)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING I I LU (N 2)SEE SHEET 9 FOR INSTRUCTIONS En cl) CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.IMPACT APPLICATIONS ARE LIMITED TO WINDZONES ON USING TABLES 2A-4A, MULLION CLIP 1AM* c� x 00 1,2&3 AS DEFINED BY ASTM E1996.MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 3)CLIPPED MULLIONS MAY BE USED WIDTH cy _fMULLION U, FOR ALL WINDOW TYPES.FOR CLIP - -------- OPP14NG 9)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING ANCHORAGE.USE THE SAME WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL. ANCHOR AS WINDOW ANCHOR. 14EIGHT gg 10)FOR ADDITIONAL MULLIONS,OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL,REFER TO FLORIDA I PRODUCT APPROVAL#261. [—MULLIONLEN111" ION i MULL SHAPES TO BE -HEIGHT WIDTH FI OPENING WIDTH FOR INSCRIBED INSIDE -----HORIZONTAL MULLION LENGTH------- VERTICAL MULLION - S'R SHAPERECTANCULNA _f MULLION MULLION WIDTH WIDTH _T OPEl4ING VERTICAL I HEIGHT OPENING OPENINGMULLION OPENING HEIGHT HEIGHT FOR LENGTH H EIGHT FOR HORIZONTAL HORIZONTAL MULLIONS MULLION VERTICAL MULLION LENGTH No. L +1414-MULLiON �_I.114'MULLION WIDTH OPENING HORIZONTAL WIDTH WIDTH SINGLE HORIZONTAL MULTIPLE HORIZONTAL -10 GON WIDTH FOR L MUILLI I MULLION MULLIONS LEN TH HORIZONTAL "0 L MULLION VERTICAL LENGTHOPENING WIDTH & ...... LMULLION FOR VERTICAL MULLION ll0 /OW\l� GROSS MULLION CONFIGURATION TEE MULLION CONFIGURATION A.LYNN MILLER,P,E. FL P.E.4 SIT705 CROSS-SECTION MULLION EXAMPLES USE THIS SHEET FOR 6 a, A CLIPPED&UNCLIPPED MULLIONS SHALLOW FLUSH SHALLOW FLUSH MULL FACE CAP MULL FACE CAP H 920177 92017'7—\__ FLANGE FRAME SHOWN. EOUAL-LEGfBOX FRAME MAYALSO BE I NSTALLED SHOWN.MAY ALSO BE 0) AS AN EOUAL-LEG-- I D AS A FLANGE "a FRAME(SEE FIG.2) FRAME ISEE FIG.1) Pot co > c z E < LL.- w co mij 5 0 0 U) EXTERIOR OEFPFLUSH 11 lljl� EXTERIOR, z MULL FA= � 0 _j < FIG.1:1.25"X 3.25"X.100"MULLION&FACE CAPS QFIG:.2:.1.25-X 3,25'X.624'MULLION a FACE CAPS u) :E cv wl ;I LU a__R ------------------------------------------------------------------------- co a_ MAY ALSO BE INSTALLED r-------------- C3 DEEP EXTENDED TOWARDS EXTERIOR END CAP EXAMPLE c MU FIG.4:MULLION U? r-) tr) U) U.FACE CAP z pNJ175 :) C3 p INSTALL I ADDITIONAL RAIUSCREW C> CD MULLION END CAP TO SPAN BOTH THROUGH THE NAIL FIN ON EACH SIDE CTEQUAL-LEGIBOX FRAME WINDOWS,ADHERE WITH Si.CON.-­___\ OF THE MULLION/FRAME ASSEMBLY TUBE CENTERLINE OF MA ALSO Be Y ALSO Be NSTALLED ASA FLANGE FRAME(SEE FIG.t} ___-_____-__ NOTES FOR MULLION END CAP: PC 1)APPLIES TO FIN OR J-CHANNELFRAMES. 2)REQUIRED AT HEADER AND ---------- JAMBS. 3)PICTURE WINDOW WITH I O a EXTERIOR EXTERIOR VERTICAL MULLION SHOWN, ALL WINDOW TYPES AND SIDE VIEW MULLION ORIENTATIONS DE FL APPLICABLE. Mu MAY ALSO BE INSTALLED LL E TOWARDS INTERIOR, #20178 1 SEE CROSS-SECTION MULLION MAY REQUIRE EXAMPLES.FIGS. FOR m FIG.3:1.25"X 3.94"X.624"MULLION&FACE CAPS FIELD TRIMMING WINDOW TO FRAME ATTACHMENT. f...LSI ,CENS NOTES FOR MULLION TO WINDOW ATTACHMENT: VERTICAL MULL TO 0.56705 1)RECOMMENDED ANCHOR LENGTH=MIN.3/4' 41 FRONT VW ir 2)USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL. STRUCTURE IE _3 •• 3)PICTURE WINDOW WITH VERTICAL MULLION SHOWN,ALL WINDOW TYPES AND MULLION END CAP RIGID PVCr FLORID:t Gam: MULLION ORIENTATIONS APPLICABLE. 2X SIDE VIEW '37 1 A�- 4)IF APPLICABLE,NAIL FIN ANDIOR FLANGE MAY BE REMOVED FROM THE WINDOW i A.LVNN!MILLER,P.E. FRAME MEMBER BEING MULLED. FL P.El 58705 USE THIS SHEET FOR DETAIL C: DETAIL D: DETAIL E: GIPPED MULLIONS ^ e r FIELD-MODIFIED.MULUON CLIP ANGLE MULLION CLIP MULLION TO MULLION glexC a (F-CLIP) (ANGLE CLIP) - INTERSECTION = $ o o by F {U-CLIP} NOTES FOR INSTALLATION OPTION E: SEE DETAILS A 80, SHEET a FDR VARIES INSTALLATION tr "' i 1)MULLIONS MAY BE INSTALLED IN ' OSPECIFlCSUBSTRATES. I 'TEE'OR'CROSS"CONFIGURATIONS. CD 2)u-CLIP�\ HORIZONTALLY t (SHOWN)OR U) p I TOP VIEW VERTICALLY. z MULLION JQ `.\ VARIES-4---I J U. #12 STEEL SCREWS, 030 SELF-DRILLING OR PRE-DRILL MULLION AND USE SMS m z SMO ! I MULuaN EXTERIOR i z :3 E TYP.ANCHOR STANDARD MULLION CLIP I 1 _PER SUBSTRATE, co—.LINTERSECTION �K MODIFIED TO FR FIELD I SEETABLES2B-15 "LIP � J z r CONDITIONS. I EXTERIOR Q z o Ud OQ gb o 1i MULLION 1 i 1 j \ i lL J w O a' O CD N ` W YXS•X.125' CD ul 0) ANGLE CLIP. FRONT VIEW 1L.0 In y� � I 2 PER MULLION END, p p O / ` � /1 I I MUST BE INSTALLED u') '7 ' INSIDE OF MULL S� € IS 8 •*q,1 "� \ d \\1 DETAIL F: v`'w TYP.ANCHOR MULLION ATTACHED TO PER SUBSTRATE. STEEL STUD SEE TABLES 2B-0B � \� � (STANDARD CLIP SHOWN) INTOWOGG.STEEL. STANDARD CLIP TO BE EXTERIOR /—STRUCTURE ALUM,CMU OR MASONRY MODIFIED INFIELD. TYP.ANCHOR ! A / !PERSUBSTRATE, SEE TABLES 2540 EXTERIOR II Q Q INTO WOOD,STEEL, ` ALUM,CMU OR MASONRY -MULLION I ; DIEDGE STANCE PER ANCHOR \``t11111171frt/, . EDGE •- -�� PER ISANCHORFOR STEEL STUDS THINNER THAN �Z :`'�C,`10EN S�.•ir��'/it i ,•• FRONT VIEW 16GAANDCOMPLIAN(WITHTHEFLBUILDING 1 CODE,A 2X WOOD BACKER MUST USED. NIG,58705 - ATTACHMENT BY OTHERS. I EXTERIOR USE WOOD ANCHOR SPECS rr - NOTES FOR INSTALLATION OPTION D: VNOTES FOR INSTALLATION OPTION F: S 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE ��` FLOR;O�;.''••��` 1 INSERTED INSIDE OF MULLION, 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD moi;�s ••••• ri ANCHOR VALUES MAY BE USED. ONA� A.LYNN MILLER,P.E. FL P.E.#58705 1 USE THIS SHEET FOR p„ TABLE 2A MCLIPPED MULLIONS ulEton CapackY Tabie jibaatr} Opening Width(for veltica"pan l g mulGors)or Opening Height(for horimntallysparvdrg mullions) Be in 60 to 70 in 80 in 90N 100 in 120 in fa0 in i60 YtY W„ O 1.25 x 325 tmctffitg04nr TrapfTnang. Recungwar TIWTnm9- Ractar+goiar SrvpRt7arg. Rectong+aar Trapr74fang. RecGng,dpr lnp roan. Raaanglur Tref rTnaag. Reaarvtar Trann-N. Ractagdx T`wT-ng- R.Wrgd. TraeM-v. USE RECTANGULAR y o x.100 LWi a tnag,ng L-dkv L�9 L.Ang Loaob,g LwdN 7'oad`np 1.oeaing 1Dasrg taad4g i"0o+0nB LtlBg"'g IAta4ug Loaang Ina0ing Loafing taagrog LOADING FOR ALL TEE OR cZ z Atum.Tubo - _ r r_ r r r r r r r CROSS CONFIGURATIONS, 1) 44v.- a AND ALL ASSEMBLIES Mullion B g 8 H g 8 8 B 5 8 a g 8 3 �g(� gp( Sgt pg� g& Ca • gg g�g tT cT g�g c3 i3^ c3 3 sS a"- c� c�" 11 i5 g"gg- t7 cT gg` c�` c� t g�g c3 c3` c'Y cT- cT cY c`Y cT` CONTAINING A .�"' $• ' 5' 2 §r 'tp5 5'k p 5 p 3 5 x P• b'�" b$ g SINGLEDOUBLE HUNG t'Db �22E2- 20 2 ¢ uj 42 in 70A 256 70A 778 M. 3W 70.0 197 70.0 357 70.0 208 70.0 408 70.0 214 70.0 450 70.0 214 70.0 510 70.0 214 70.0 613 70.0 214 MA 715 70.0 214 Me 817 70.0 214 USE TRAPEZOIDAL z (TRIANGULAR LOADING d8 in 70.0 292 MA 216 70A 350 70A 241 70.0 408 70.0 259 Me 467 70.0 272 Too 525 700 2l9 70.0 583 70.0 286 70.0 7W 70.0 280 10.p 817 70.0 280 70.0 9b T0.0 287 <ai 50.6251n 70.0 308 70.0 232 70.0 369 Me 260 70.0 431 70.0 282 Toe 492 70.0 296 Me 554 70.0 308 7o.o 815 70.0 311 Ma 738 Me 311 760 861 70A 311 659 927 70.0 311 FOR ALL OTHERS. J � tai_$ 541n 70.0 329 70.0 252 M0 394 Me 204 70.0 459 70.0 311 700 525 70A 331 70.0 591 70.0 345 70.0 SW 70.0 352 70.0 788 "'a 354 662 869 mo 354 57.9 869 70.0 354 LU � w0 701) 365 70.0 T89 Me 438 709 328 Me 510 70.0 362 70.0 583 70.0 38S 70.a b56 709 410 70.0 729 780 425 59,7 746 70.0 436 51.2 746 70.0 438 44.8 746 TOA 438 m U to ' 631n 70.0 383 70.0 307 70.0 459 70.0 350 70.0 536 70.0 387 MA 613 700 416 68.7 677 Me 443 61.9 677 70.0 462 51.6 877 70,0 481 44.2 677 70.0 482 38.7 677 MO 482 F I71 a. afib in 70.0 401 70.0 325 70.0 481 '76.0 372 70.0 561 70.0 413 87.3 677 M.0 447 59.8 617 Me 476 53.8 617 68.7 489 "a 617 64.4 461 38,4 617 63.7 482 33.9 817 63.7 4B2 '4 72 In 70.0 436 70.0 362 69.1 518 70.0 416 59.2 518 653 432 51.8 518 58.6 425 46.7 518 54.2 419 41.4 616 50.7 414 34.5 518 46fi 408 20.6 518 45.0 405 25.9 $18 45.0 406 z J Q 76 in 70.0 462 7tl.0 396 567 465 82.6 398 60.3 465 57.9 390 44.1 165 19.4 384 39.2 465 15.3 378 35.2 465 42.2 374 29.4 465 35.3 361 252 465 38b 36+ 22.0 465 38.2 363 2 g �o 78 in 652 441 68.0 367 54.3 d41 57.7 379 46.6 441 50.6 312 40.8 411 45.4 368 362 441 41.6 360 32.8 447 38.7 356 27.2 441 37.9 349 233 447 13.1 346 20A 441 327 345 72) J O '- 901n 42.4 332 43.8 295 35.4 332 31.0 Z99 30.7 332 32.7 264 265 372 266 280 23.6 332 28.1 278 21.2 332 24.1 Z72 17.7 332 21.7 266 152 332 /9.fi 282 13.3 332 167 260 Q 961n 35.0 291 35.9 280 29.7 297 30.3 258 240 291 28.4 252 21.9 29f 235 248 19.4 287 27.3 244 17.5 281 19.5 241 14.6 291 77.1 Tib 12.5 291 15.6 232 w x.. MI 144 230 15. 230 108 in 2a.e 233 25.1 206 20.5 2t.t 205 t7.5 230 16.3 2 1118 w a;0 I9J N NN o 0 111 in 22.6 218 Z3.1 167 18.9 218 19.4 194 162 219 16,6 191 14.1 218 14.9 798 In M 120 in 47.9 161 15,2 110 14.9 t8T 75.3 i87 O x It j T/5 Cj SEE CAR 190-1075 FOR CERTIFICATION. In 4t5 cs v�4gppp7 u>m0> 4 TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: 1n C 9 Anchor Capacity Table(the) ANCHOR CAP ,,., Sve.1nee: 2.7k ce< . 3,5k c- 14neow CMU Faw CMu PT woos MOW MOW (DP .,,„ a)X{ }=ANCHOR CAP.,,, 5It6•Elw 114•SS Elco 5116•Elco 114•SS Elco 010 SIM( 012 Suer 012 Ston MULLION ,,,,, anchor typo; ane•Elco uumcon 1/4•Eko uaom xts•Elw Uttmcan 1M•E7co unmcon W.GM ) ) USE THIS FORMULA TO OBTAIN THE*ANCHOR Anchor Clip Patterns tmracon Al�refletor Wtraear a or 5erpw(OS screw{G5) Serew(Qs Eggs oistsnca 6n): 1. 2-112• 11 __.2-112- 3.118' r 2.112• 1. 1 2.111 21 3-118' 2' DAA 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EmbeOnx„4.), i•xa• 1-aro^ 1-x4• taro• z^ 1_tra• 1.1ta^ 1.ir4^ taro• larm taro' 2• 1ar6• 1-x6• wanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchot9 Q 4.75•Mut.O.C./Stangani or Q8se1 Gip(Fig.7} 390Ibe Ins 50I 8901bs 164410s 270Ips 2B0 Ibs 351 Ib. 74D ft 374 11s 861 bs 946 ft 341 ms 1421bs 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors�1 1.15•Min.O.C.r 5ur#trtl(or OOs4t)GIO(FIg.2} 480 Ou 70e ros WA WA WA 380 b4 WA WA WA WA WA 682 ms W51bs 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4A--h-O3•Min.O.C.r(2)2x5 An91e Gips r IFtg.3) 780 ms 7 566®s 16961bs satl ros s®Ibs WA 750 Re 74Btns 680 ms 19921" 682 ms 88516s 1120 ma MULLION,IT WILL YIELD A MINIMUM ANCHOR 3 AnCttors®0.54•Mln.Q.C.I U aip,In10.10W Alerts.(FIg.4): WA WA WA A WA NIA WA WA WA WA WA WA WA WA 9501bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor l F{lp(FR.fi>: 195ma 195 ms 225+bs ms 822 ros 1354M taa tea 1771bs wv= 1871bs 332 tm 1731re no ms ztt tbs zetl ros ADDITIONAL ANCHOR OPTIONS FROM THE 2 AAohsm C 1.15 Mln.O"C./F4](p(FIg.6): 240 m4 3501b WA WA NTA WA 190 ms WA NIA WA WA I NIA 1 341 Iba 1 442 lbs I 560Ibs ANCHOR CAPACITY TABLE. FIGURE 1 STANDARD CLIP SHOWN): FIGURE 2 STANDARD CLIP SHOWN): TABLE NOTES: F-1250" • * 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .1. N1 1,�. :rLLc'`/` FIGURE 3: 3.250" �'�•�.•'•�AGEN.(;• .•��r ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE CUP MUST SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS .'-`4'?• 140 SP705 BE USED SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND t. GROUT-FILLED CONCRETE BLOCK UNIT{CMU}SHALL CONFORM TO ASTM C-90.WOOD SHALL .100' "O1 Z eZ3{ FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE -j'•' S_TE OF Z • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ^' 't`{�••. .045'THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL It�� ^• Gta`r • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125'X 3.25"X.100' •7 r7 3/(r It 1:1... 010&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION 1 i 1 A.LYNN�MILLER,P.E. • FL P.E.#58705 ' USE THIS SHEET FORn TABLE 3A Mullion Capacity Tab).1 .1117) CLIPPED MULLIONS „ Opening Wldth(for vor6td.By-spanning millions)or Open In Helght(for hommntalIy1Sp2neJ gmt11110n9) 50 TH 60 TH 70 6, 80 in 90 in 100 in 120 in 140 in 160 in Rect�tar TnWTdang. Ractang.. Tra07Tnatg. fumun90+an TnaW141.9 Recunal- T1aWmen9, Radtangtiar Y.017r+9. R..VLar T�pTaan9. aoc 1111ar 7nWTnan9- rtoctan7R,u>• Tn4WTdaa. Ractanguan T Mrrrifang. USE RECTANGULAR �aPg a 1.25 x 3.25 toadinp wedn9 Leading Loading Lox9tg trading Lneatg Loading Loading La,6ng L.Wing Loamt9 Loading Weeing Laadng Louring L-6ng tending LOADING FOR ALL TEE OR of z U x.624 _ CROSS CONFIGURATIONS, Alum.Tube = r r r _ r r ANDALL ASSEMBLIES Mullion g TdTc; g g gCONTAINING A' 11h ` SINGLE/DOUBLEHUNGzs8� � e � a� �� e�s � e � �r �s3 es3� � 9� e>� �xs � es ees a�� � a�s wlNoow. �... < �� x <o: a_ az a•. a Zia ¢ as E� � 2t <o: s� a �_. au ��. ao: � 42 in 70,0 255 70.0 179 70.0 3% 70.0 197 70.0 357 70.0 208 70.0 408 70.0 214 704 459 70.0 214 70.0 510 70.0 214 70.0 613 70.0 214 70.0 716 70� 214 70.0 817 70.0 214 USE TRAPEZOIDAL Z 4a In 70.0 292 70.0 216 70.0 350 70.0 241 70.0 408 70.0 259 70.0 467 70.0 272 70.0 $25 70.0 279 70.0 563 70.0 280 70.0 700 717.0 04 290 70.0 933 70.0 250 /TRIANGULAR LOADING � SO.625In 70.0 306 Me 232 70.0 369 70.0 260 70.0 431 70.0 282 T00 492 70.0 299 70.0 554 70.0 308 70.0 615 700 311 700 738 TD.O 311 70.0 861 704 311 70.0 964 70.0 311 FOR ALL OTHERS. � d 9 � W o I 541n 704 328 70.0 252 70.0 391 70.0 284 7D.0 459 70.0 31t 704 525 70.0 331 70.0 5g1 70.0 345 70.0 656 70.0 352 70.0 7B8 70.0 341 70.0 919 70.0 354 70.0 10'50 70.0 354 2 Q SO in 70.0 365 70.0 289 70.0 438 70.0 328 70.0 510 70.D 352 704 58:7 70.0 389 MA 658 70.0 410 704 T29 Me 425 700 875 Me 438 700 ?021 70.0 438 7050 ?t67 702 438 m U to 63 in 70.0 383 704 307 70.0 459 10.0 350 70.0 536 70.0 387 Me 613 70.0 416 704 689 70.0 443 70.0 766 70.0 462 70.0 919 70.0 "1 70.0 1072 10.0 482 Me 1225 70.0 482 W F 66 in 70.0 401 704 325 70.0 401 704 372 70.0 %1 Me 413 TO.0 642 70.0 44r. 7 70.0 722 70.0 476 70.0 802 70.0 498 70.0 963 70.0 525 70.0 1123 70,0 529 08.1 1248 70.0 529 w m j c 72 M 70.0 438 70.0 362 70.0 625 7D.0 418 700 813 70.0 464 70.0 70D Me SOB 70.0 76S 70.0 $41 70.0 975 70.0 571 69.9 1049 70.0 513 59.8 1049 704 630 52.4 ?049 700 630 Z J m $ If c 0 76 N 70.0 462 70.0 3S6 70.0 554 10.0 445 70.0 64] 7(I.0 499 f0.tl T44 Me 544 70.0 631 700 585 70.0 924 70.0 620 59.5 941 70.0 671 51.0 911 70.0 696 44.6 941 70.0 702 = U 2 18 in 7050 474 702 398 700 S89 70.0 459 T02 664 70.0 515 70.0 758 70.0 564 70.0 853 70.0 607 68.0 884 700 64a 55.0 s9i T6A 7m aT.? 894 6T.0 701 41.3 884 68.1 698 90 in 70.0 547 70.0 471 70.0 658 70.0 547 61.4 671 65.3 575 53.7 671 502 666 47.7 677 52.9 558 43.0 671 48.8 551 35.5 871 43.1 539 30.7 671 39.7 531 26.9 871 37.9 528 ¢ M f 96 IS 70.0 583 70.9 5117 59.0 $770 61.4 516 50.6 590 59.1 509 N.3 590 47.5 502 39.3 590 43.0 494 35.4 590 39.6 aBB 29.5 590 34.7 477 75.3 590 37.6 469 t3 f w x.. 2� IS81n 49.7 460 508 421 41.4 468 424 414 35.5 466 37.1 408 37.1 468 329 402 m u W N� a o 111 N 45.8 441 40.7 400 302 441 39.3 393 32.7 441 34.1 387 28.6 NI 30.2 382 fQ P3 w t 720 in 38.3 378 36.8 344 30.2 378 3150 339 p x UJ SEE CAR 190-1076,FOR CERTIFICATION. N o 0 TABLE 389 m I An chat CepaOity Table(N1s) ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.._'_.. ]rax: 2,750 c4rndreta 3571 cox. ttdkw a4u FiSed CMU FT W d tactor (DP,,,,}X t }=ANCHOR CAP.,,, 5.16'ore. 11a•SS B..qWA 17,4•SS E1cv ,710 Sled M2 Steal 012 S MULLION CAP..,,,,,,,, Anchor Clip Pattemts Mrd1a Typo: 3'16'17W t6r4can va•Ek.uhmmn 916'Elco Utrocm t7a•Elco URrawn A� { ) { ) 5) USE THIS FORMULA TO OBTAIN THE*ANCHOR 1 Uhmm� AggeGa`v7 mGe:a Saar G5 Saaa GS Saea(GEdge O.t.-6N: 1• 2.11r r 2.177 3.1r r 2.117, 1• 2-112• r 2• 0.46• 0.54• 0.32x• CAPACITY REQUIRED'CORRESPONDING TO AN FJ Wdnant(n' 1314' 13+4' 4" t3C Y LV4" 1-iia• LTM' 1.114• 1-N4' 7 1.317• Ive, vaies ACTUAL PRESSURE REQUIREMENT FORTHE2 And-Q 4.75'Mn O.C.I Standen]a OO.et C6p(Fig.I) 39061 390 AM roe 890 6. 1614 Ib. 2706, 2801bs 354 ib, 74010. 374 6. 946 i. 341 m. 442 Ib. 56010. OPENING,WHEN IT 15 LOWER THAN THE MULLION 4A-h-@1.15'Mm.O.G 7 SISicrd(a Q`Set)CBp(Fig.2} 4806, J 6s WA NA AWA 360 ids WA WA WA NA 6821b, 8856, 1120 iba CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Archon Q 3•Min.O.C.1(2)bS Angle CBp,](Fig.3): 7806, J% 16%6, 5407b, 56]70) WA 76nlbs 7496, 1Bg210. 6B21b, BBS Ib, 112016. MULLION.IT WILL YIELD A MINIMUM ANCHOR Q 0.57'Min.O.0/U{lip,(oto.100'AWm(Fig 47, WA R'A 'RIA N•A WA WA WA WA WA WA NA ITA NA 95011. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anct0a7 FL6p(Fig.5): 1956. 1951b. 225 Tho "S 1M 8226. I 1351b. im6e ?777.1, 379lie 1E76, 3327:>s 4736, 1706, 22117.1 5601. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchaa 1.1559n.O.C7 F-Vi (Fi.67 2406, 35018, WA NA WA WA 190160 WA N'A WA WA NA 3416, 5042 it. 56016. ANCHOR CAPACITY TABLE. FIGURE 1. STANDARD CLIP SHOWN): FIGURE 2, STANDARD CLIP SHOWN): TABLE NOTES: Z2511 • , ` 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3-5 FOR GENERAL INSTALLATION METHODS. I. 111.1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `• '(l 8Th FIGURE 3: +: X���C'VtGENSF '•fFS' i ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 5870. BE USED IN PAIRS. "` 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND - J•,.� � ��,S �, FIGURE d: FIGURE 5: FIGURE 6; GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL4• �� TE OF •\�'�1 BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE s , 6063-TS AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 0;'• .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ��5 ,�C`•^ r ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25-X.624' #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,16.8 S.S.OR 410 S.S. MULLION A.LYNWUILLER,P.E. FL P.E.#58705 TABLE 4A Y USE THIS SHEET FOR Mullion Capacity Table IbsR CLIPPED MULLIONS Y Opening Width(for wrdwllpspanning mullions)or Opening Height(for hMod orally-spariningmulfiorls) SCxC ¢ 50 in 66 in Tom Gam 90 in 100 in 120 in 140 in 160 In USE RECTANGULAR o OR R.O.9d. T.PrT ars. PecmrG f r T.prrd g. Rectanguar Traolmng. R.1-9-1 rgvrd.Vg Ra,xarguar Tang. ReciargaUr i.wuang. fzectangW, Tm6Yrm g. Pee<ang" TraprTnang. Ractansuw yma T ang. LOADING FOR ALL TEE NS 1.25x3.94 Lpamrg Loeetng L-Ing L.W;rg waling Loading Loadnp L-Ong Loaa�ne Loafing Loadag Loafing Loedrnq Leacng Loading Leasing Leming Loading CROSS CONFIGURATIONS, c2 x.624 } AND ALL ASSEMBLIES Alum.Tube '' CONTAINING Mulliono .. g R^ SINGLEADOUBLE HUNG m WINDOW. Awe USE TRAPEZOIDAL 421n 70.0 255 70.0 179 70.0 3W 70.0 197 70.1) 357 790 208 70.0 408 70.0 214 70.0 459 70.0 214 70.0 510 70.0 214 70.0 813 10.0 214 70.0 715 70.0 2N )0.0 877 )0.0 214 FOR OTHLARERS.LOADING Z FOR ALL OTHERS. a 48 in 70.0 292 70.0 218 70.0 350 70.0 241 70.0 408 70.0 259 TDA 467 70.0 272 70.0 525 70.6 279 70.0 583 70.0 260 70.0 700 70.0 280 70.0 611 70.0 2aa 70.0 933 70.0 280 J < J d id 50.625 In 70.0 308 70.0 232 70.0 369 70.0 260 70.0 431 MO 282 70.0 492 70A 298 TO.D $54 7D.D 308 70.0 615 Me 311 70.0 738 T0.0 311 70.0 861 70.0 311 70.0 964 70.0 311 � O� 54 in 790 320 -a 25I 70.0 394 70.0 284 70.0 459 70.0 31+ 70.0 525 70A 331 70.0 591 70.0 345 70.0 656 70.0 352 70.0 788 10,0 35a 70.0 919 T0.0 354 70.0 1050 70.0 356 O LU 601, 70.0 355 70.0 289 70.0 438 7R0 328 7R0 510 70.0 362 70.0 583 70.0 369 70.0 656 70.0 410 70A 729 70A 425 70.0 076 70.0 438 70.0 1021 70.0 438 70D 1167 70.0 438 D] rfl 63 in 70.0 363 70.0 307 70.0 459 70.0 350 70.0 536 70.0 387 70.0 613 10.0 418 70.0 689 70.0 443 70.0 766 70.0 462 70,0 819 70.0 481 )tl.0 1072 70.0 4B2 70.0 1225 70.0 482 UJ t m BE In TQO 401 70.0 323 70.0 481 T0.0 372 76.D 687 70.0 413 70.0 843 70.0 M7 70.6 722 70.0 Ofi 70.0 002 70.0 498 70.0 D83 70.0 325 10.0 1+23 70.0 52B 790 1283 70.0 529 (� o C 721n 70,0 438 JS7.0 342 TDA 525 10.D filar IRO 613 70.0 464 70.0 700 70A 668 7D.0 788 740 541 70.9 875 7D,0 571 70.0 1050 T0.0 613 70.0 1225 70.0 630 TOA 1400 laA 830 Z j 78 in 70.0 482 70.0 308 T0.0 554 70.0 445 70.0 647 70.0 498 70.0 739 70.0 54d 790 831 70.0 585 70.0 924 70.0 820 70.0 1108 790 B71 70.0 1293 70.0 698 70.0 1478 70.0 702 P d 4 g 781n 70.0 474 70.0 390 70.0 569 70.0 459 70.0 664 70.0 515 ME 758 70.0 564 7D.0 853 76.0 66T 70.0 948 70.0 644 70A 1130 70.0 TO 70.0 1327 70A 732 68.2 1477 70.0 739 Q 90 In 70.0 547 70.0 471 70.0 658 70.0 547 70.0 768 70.0 617 70.0 975 70.0 fi81 T90 BBQ 70.0 738 70.0 1094 70.0 790 59.2 1110 70.0 875 597 1110 65.6 878 44A 1110 62.7 870 (n @ 0 06 in Too 583 no 507 70.0 700 70.0 591 70.0 817 70.0 668 70,0 933 70.6 739 65.0 075 70, 864 58.5 975 65.4 807 48.8 975 VA 789 41.8 975 52.3 776 W ',!�.. C'V 1081. 70.0 6% 70.0 58o 68.5 771 70.0 678 567 771 61.3 1 674 51,4T7/ 54.3 864 w V m0 a III In 70.o 674 70.0 399 63.1 730 65.0 650 54.1 )30 58.3 640 a7.3 730 49.8 831 17 n N11 120 in 59.9 624 61.0 $69 49.9 624 51.2 560 C Q x 4L7 U 144 in 34.T 433 Sit 4D0 26.9 433 29A 395 L0 N } u') O a SEE CAR 190-1077 FOR CERTIFICATION, o� `)s:0 ,7_ trama> ANCHOR CAPACITY ADJUSTMENT FORMULA: U) "' CC m TABLE 48 ( 1 ' ? Anchor Capacgy Tabta lbs (DP )X l ANCHOR CAP-__,•,,,/=ANCHOR CAP•„, Sub.Imle: 2,76 Cmxrele 3.5k Cane. H.0-CMU FIII#d CMU PT Wood Me11 `MULLION CAP.,,,„„•,,, Elm Ur.7ypa: 3118'Elco tmmcml va^Elco MI- 3116*Elco 174'SS Etc,5718'E1W 174•ss E1e 0/D sieei #12 sIt-1 012 s1a44 USE THIS FORMULA TO OBTAIN THE*ANCHOR Anchor Clip Patterns 3116'Eiw tn9aeon u4- ultreeon Agg.Gatm Unseen Agq.GM, Sem.(GS)screw(G5) sue.(G5) CAPACITY REQUIRED'CORRESPONDING TO AN Edge Db.-(1n): r 2.17r 1• 2-11r 3418- r 2-112, 1 r 2.11 r 3418' r 0AW 0.54• 0.324• ACTUAL PRESSURE REQUIREMENT FOR THE EmSedneni On): 1.314• 1-314• 1-Y4' /,74• r 1.114• 1-114^ 1.174• i-+M• 1-114• +-iM• r iJi8' 1a7s• ane. OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchor Q 4.75•M1..D.D.I stenderd or 09sat sip(Fig.1I: 390I 390 m. 450 ibn 6961. 1644 los 27010. 260 Im 35413 740 ros 374 Its 664 Iba 946 ms 341 m 44211. MO 111. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Arch m Q 1.15 Min,G.C.7 Stand=(orGSsat)Clip(FT.4 4801. mD 1. NfA WA WA WA 350 IM WA WA WA WA WA 6821. 8851. 1120 oar MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A h.@ WK..O.C.!(2)2x5 An910 Pips/(Fig.3k 780 lbs 700 lbn area 1s 1560 tea 19961. 540 Ibn 5601. WA 760 lb. 7481b. aeo Ion1 1892 it 6621. 885 lbs 11201. CAPACITY WHICH MAY BE USED TO QUALIFY 4 Archd. 0.5a•M1..G.G.T U-0e.into.100'Ak m.(Fig.4): WA WA WA WA WA WA WA WA WA MIA WA WA WA WA nu ADDITIONAL ANCHOR OPTIONS FROM THE 1 MOW/FC6p(Fig ST 195 Ib. 195 os zzs Ib. 44310 6221. +35111. 1461n 177370111. 1871b. 3321b. 221 47311. lo. 11. zee lbn ANCHOR CAPACITY TABLE. t 2 AMtxx.@ 1.15'Mim O.CJ F-Qp(F'.6 2401. 350/s WA WA WA WA 1901b. WA WA WA WA WA 3451701. 44211. 660 tlu { -1.250' FIGURE 1.STANDARD CLIP SHOWN): FIGURE 2,iSTANDARD CLIP SHOWN): TABLE NOTES: i • • • 1)SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES.SEE SHEETS 3.5 FOR GENERAL INSTALLATION METHODS. ,.,tit(it U7 i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .(LYNN FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.34• '`a'� •�,1GEN`f ANGLE SHEET 9.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - � ) BE USECLIP D T SHOWN ON SHEET 9.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. = t.G.58705 _ { IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI$01 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHAH Lt±� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE S 1SSz 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND "���C• '•.-F[�Rtt}It.•' .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ?i�54 "- ••" S ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. �C7A1A1- #10&#12 ANCHORS INTO WOOD MAY BE STEEL.16.8 S.S.OR 410 S.S. 1.25"X 3,94"X.624' A.LYhYN'MILLER,P.E. MULLION FL P.E.#58705 1.250' .740* USE THIS SHEET FOR 41 CLIPPED MULLIONS .125" 1--125' 1.250' 1.250-1 125*STANDARD CLIP 2.000" 6063-T6 ALUM 2A25" 2X5 ANGLE CLIP X-SECTION U-CUP 2.000* 6063-T6 ALUM. I 6063-T6 ALUM. X-SECTION 125• 0) 3.250" 3,260" .125, X-SECT1ON L .100, .100, -100" 1 U) z -_T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE L X'AN' 'IM3-TI X.'r DASHED BOUNDARY.SEE TABLES 2B-4B FOR THE < .62-4* (L .624" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR :3 La M I ca U_.1 _j t HOLE DIAMETER=ANCHOR DIAMETER 0 .820* 1 .820, .820" 1,- CAI 5,500- 5 000-- UJ Z i.2S'X125'XA0W 1,25"X 3.25•X.624' 1,257 X 3.94*X.624' .375' 03 0 to 'LUM. CUT HERE TO r-.375' I MULLION MULLION MULLION .375" CREATE F•CLIP,BE MIN. f- Fn M 6005-T5A ALUM. 6005-T5 ALUM. 600545 MIN. DETAIL SHEET4 z X-SECTION X-SECTION X-SECTION W:2 _\------------- 375r CENTER OF r-------- p ANCHOR ROLE MIN. z 3 INSTRUCTIONS: I, MUST UE WITHIN THE DASHED 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE I I I I SO NDARY,SEE < 0 OPENING USING THE ASCE-7 STANDARD. TABULES B-40EE FOR THE F ---------i rt L1J z 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE ANCHOR D.C. < k QF DISTANCE. w a" FENESTRATION PRODUCTS FRAME DEPTH. MAXIMUM 0 3)REFER TO SHEETS 6-8 TO DETERMINE IF THE WIND LOADING IS i i i i I DIAMETER C) ANCHOR HOLE C, OR"TRIANGULARrrRAPEZOIDAU. ------ ------- ANCHOR ----------------------- LID DIAMETER 1116". C) C) 0 S MULLION CAPACITY(LBSIFT2)FROM ?X5 ANGLE CLIP "r 4)FIND THE CHOSEN MULLIONt. -TO ALUM. -0 U", TABLES 2A THROUGH 4A,ON SHEETS 6 THROUGH 8 RESPECTIVELY, AN-ARD.1 U-CLIP 6063 6 s. USING THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT LU, TOPVIEW STANDARD 18 A'2-I (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR Z CENTER OF ANCHOR HOLE MUST UE 6063-T6 ALUM. 6063,T6 ALUM. UF '.PV W HORIZONTALLY).THE MULLION CAPACITY(LBS/F7°)OBTAINED SHALL WITHIN THE DASHED BOUNDARY,SEE TOPVIEW TOPVIEW MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIf-T-)FOR TABLES 213-413 FOR THE ANCHOR O.C. TABLE C THE OPENING OBTAINED IN STEP 1). DISTANCE MAXIMUM ANCHOR HOLE Dimension Value(in) For Mullion: W DIAMETER ANCHOR DIAMETER 1/16'. F j,_250 1.25-X3.26- 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN X.11)0' THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LB THIS VALUE 0 0.750 Aturninum REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE By --5.500* H Tube Malian T ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION r_ F 1,938 1.25'X3.25' HE 375" 75" I CAPACITY, MIN. X 0 0500 .624' 6)FROM THE ANCHOR CAPACITY(LBS)TALE ON THE SAME SHEET AND ---- -- I ---------- Aluminum USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE H 1.438 Tube MuDion ANCHOPJSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN F 2,625 1.25'X3.94• A X.24' ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR G 1.125 CAPACITY IS MET. Aluminum MalianH 1'600 Tube 7)IF THE MULLION CAPACITY(LBS/Fr)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIFT2 FOR THE OPENING,YOU MAY USE THE-ANCHOR CAPACITY ADJUSTMENT ------ ............ FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH TABLED THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR OFFSET CLIP Mull frimansf." PGT Part 0 THE SAME SUBSTRATE No,5-s-,05 .125. 6063.76 ALUM, beat N) Mullion Bid.Clip Oftet CUP U-Clip Angle CUP TOPVIEW c 8)VERIFY THE DESIGN PRESSURE RATING(LBS+T-)FOR THE 1.25'X 3.25'X.1 OT(5) 20160 6661127M 662410M 6665115M FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL 7415- t 1,25'X3L25'X.624*(6) 20161 61128M 6665116M I I rz MULLION CAPACITY[LEWM)OBTAINED FOR THE MULLION SYSTEM,THE A74E�c I S�� (7) 20162 6661117M 1,25'X3.94'X.624 666617M LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC !6/t(AL APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR A PERMIT, A.LY LLER,P.E. I FL P.E.#58705 F1Qrida Building Code Online Page 1 of 5 i Irrda QtPrVi,.,1tq BCIS Home ; Log In i User Registration E Hot Topics ; Submit Surcharge { Stats&Facts p Publications 3 FBC Staff BCIS Site Map i. Links ,Search-� Busines ) Professi nal ProductApproval USER:Public User Regulation NN11 �:65slbii{f1i1i1tYf1tLflLi{7Y� Product Approval Menu>Product or Application Search>Application List>Application Detail '�� •_ � FL# FL5012-R14 Application Type vision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived C Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email CategoryWindows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE R Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/NWWDA 101 I.S.2 2002 ASTM E1886 2005 ASTM E1886 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5012 R14 Eauiv Cert of Eauiv AAMA101-2011 To 2008.Ddf FL5012 R14 Eouiv Cert of Eauiv ASTM E1996-12 to E1996-09.pd http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XLD/o... 6/18/2015 Florida Building Code Online Page 4 of 5 Other: Please see the Installation Instructions for design FL5012 R14 II PW-2720.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval-PW 2720b.pdf Created by Independent Third Party: No 5012.12 PW-2820 PremierVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC Certifications PW-2820.)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/28/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R14 II PW-2820.1)df pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval-PW-2820.1)df Created by Independent Third Party: No 5012.13 PW-3020 Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC Certifications PW-3020.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/11/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R14 II PW-3020.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval PW-3020.)d Created by Independent Third Party: No 5012.14 PW-5420 EnergyVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R14 C CAC PW-5420 Certifiication.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/29/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R14 II PW-5420.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eva[PW-5420.1)df Created by Independent Third Party: No 5012.15 PW-5440 EnergyVue Vinyl Fixed Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R14 C CAC PW-5440 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/29/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R14 II PW-5440.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE Prod Eval PW-5440.pdf Created by Independent Third Party: No 5012.16 PW-5520 WinGuard Vinyl Fixed Window Limits of UseCertification Agency Certificate Approved for use inNo--,/, o FL5012 R14 C CAC PW-5520 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/12/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL5012 R14 II PW-5520.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R14 AE PW-5520 Prod Eval.ndf Created by Independent Third Party: No 5012.17 PW-5540 WinGuard Vinyl Fixed Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R14 C CAC PW-5540 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/12/2018 Design Pressure: N/A Installation Instructions FL5012 R14 II PW-5540.pdf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%... 6/18/2015 GENERAL NOTES:SERIES 5520 IMPACT RESISTANT,VINYL FIXED WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2-THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE MAX.BUCK WIDTH SEE TABLE 1 r_ _j DESIGNED TO PROPERLY TRANSFER LOADS TO THE MAX.BUCK WIDTH SEE TABLE 1 STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS B.SEE __ 15"MAX.O.C. 6•MAX. D,SEE 2"MAX. THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR SHEET 3 1 SHEET4 4'MAX.O.C. ARCHITECT OF RECORD,(AOR). . . . . . . . . . . . . . . . . . 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I ' BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF i SUFFICIENT EMBEDMENT.INSTALLATION ANCHORS i SHOULD BE SEALED.OVERALL SEALING/FLASHING ___ _ _ _ __________ ___ _• __ __ _ STRATEGY FOR WATER RESISTANCE OF INSTALLATION (- T ` I C- "� SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE A.SEE C.SEE ' T / OF THESE INSTRUCTIONS. SHEET 3 / ' SHEET4 4)MAX.114-SHIMS ARE REQUIRED AT EACH ANCHOR I A C LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED OADS.WOOD BUCKS.BY OTHERS. ST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON _7,_ / I / MAX.BUCK MAX.BUCK THEM BY THE WINDOW. _ I HEIGHT,SEE HEIGHT.SEE 15'&M. TABLE 1 I TABLE 1 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN O.C. DESIGNED TO RESIST THE WINDLO CORRESPONDING I 4'MAX. THE REQUIRED DESIGN PRESSURE.THE 3 ST O.C. I 1IL STRESS INCREASE HAS NOT BEEN USED IN THEE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. B -----� - �...-- D ---J 2'MAX. --�•-��- ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS TYP.EQUAL-LEG/BOX&FLANGE TYP.INTEGRAL FIN&J-CHANNEL OF THE FLORIDA BUILDING CODE FOR CORROSION FRAME(SHAPES SIMILAR) I RESISTANCE. FRAME(SHAPES SIMILAR) SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN MAY FORT HAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. I TABLE 1: Window Buck Size Design Pressure Certification Width Height (+)psf (-)psf (CAR)Number 84 54 65.0 65.0 190-281,1019 84 54 70.0 70.0 190-284, 1019 11 u l l l l l r r7jr 84 72 70.0 70.0 190-279,1012 � �14Y LYNN q zz�F 96 63 70.0 70.0 190-283, 1020 Y��.. �10ENSF'•. 75 48 50.0 50.0 190-280,1013 VINYL FIXED WINDOW FPA(IMP.-RESIST.) 0 12/13/14 *' No.56705 36 72 50.0 50.0 190-282, 1014 a o GENERAL NOTES&ELEVATIONS oma J ROSOWSKI - 4tj�` o ® -° %O�•. STAT-OF CERT.OF AUTH.#29296 z4 iC� '•:cLORIDP- \�� 1070 TECHNOLOGY DRIVE >` 10p(Ai E�G N.VENICE,FL 34275 (941)-480-1600 PW-5520 ° NTS v 1 OF 4 0= FPA-5520.0 A.LYNN MILLER.P.E. ✓ '^ P.E.#58705 i TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min. Distance Embedment Distance Embedment -710 SMS P.T.Southern Pine(SG=0.55) 7116" 13/8' 2-1/2"x.131'Common Nail P.T.Southern Pine(SG=.55) 9116" 2-7116" (steel,1"S.S. Steel,A36 3161 0.050, Max.DIP of 50.0 or 410 S.S.) Steel Stud,AM Gr.33 3/9' 0.0346"(20 Ga.) 2-1/2'x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9116" 2-7116" Max.DIP of 50.0—Aluminum,6063-T5 319, 0.050" 2-1/2"x.145'Roofing Nail P.T.Southern Pine(SG=,55) 9/16" 2-7/16" P.T.Southern Pine(SG=0.55) 9/16" 1-Nal P.T.Southern Pine(SG=.55) 314' 1-318* #12 SMS Steel,A36 3/9' 0.05(71 #10 SMS Aluminum,6063-T5 318" 0,050" (steel,18-8 S.S. —Steel Stud,A653 Gr.33 3/9' 0.0346'(20 Ga.) (steel,I"S.S. or 410 S.S.) — Steel Stud,Gr.33 318" �00346'1-318" Steel, Aluminum,6063-T5 3/9' O.D63" or 410 S.S.) Steel,A36 318" 3116!'Ultracon P.T.Southern Pine(SG--0.55) 7/16" 1319' (steel) Concrete(min.285 ksi) 1" Max.DP of 50.0 Ungrouted CMU,(ASTM C-90) -2-1a-__I_V4-- ANCHOR N-0 TEES_' P.T.Southern Pine(SG-0,55 I" I ll i 13/4" 'UNGROUT D CMU"VALUES MAY 112*NOM.GLASS 1/4"Ultracon Concrete(min.2.85 61) 1 E USED FOR GROUTED CMU EXTERIOR BITETYP. Concrete(min,2 85 ksi) 2-1/7' APPLICATIONS. GE-7700 OR DOW-791 SILICONE "TETYP' GE-7700 P P.T.Southern Pine(SG;--0.55) 1.1 318!' 2)PANHEAD,FLATHEAD OR 1/4"Crete-flex Concrete(min.3.35 ksi) ill 13x4^ HEXHEAD ARE ACCEPTABLE. (410 S.S.) Un routed CMU,(ASTM C-90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT Concrete(min.3.35 ksi) 2-1/2" 1-314" A MIN.OF 3 THREADS EXTEND Concrete(Min,3.275 ksi) 1-1/2 BEYOND THE METAL SUBSTRATE. 114"Aggre-Gator P T Southern Pine (113-8 S.S.) Un_q muted CMU,(ASTM C-90) r 1-1/4" TYP.GLAZING DETAIL T/8-NOM. 7/8'NOM, 1"N M. 1"N M. 5/16"A/APVB 5/16'A/A PVB— 7/16'A/A PVB 7116'H/H SG- 7/16"AIR SPACE 3/8"AIR SPACE 318"AIR,SPACE 7116"AIR SPACE 1/8"ANNEALED OF 3/16"ANNEALED OR 3/16"ANNEA LED OR 3/16"ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL DURASEAL DURASEAL, DURASEAL, SIJPERSPACE�_ SLIPERSPACE� SUPERSPACER— SLIPIERSPACER OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE XL EDGE GLAZING TYPES PVB AND SG INTERLAYERS MANUFACTURED BYC�NN 4;1z' DU KURARAY AMERICA,INC.) PONT INC,(AKA '3 VINYL FIXED WINDOW FPA(IMP.-RESIST.) 12113/14 it Na.55+05 V!S!$lE LIGHT FORMULAS GLASS/ANCHOR OPTIONS al J ROSOWSKI i I I, IS WIDTH:BUCK WIDTH-4-5/16" dD .-rkT O0 F HEIGHT:BUCK HEIGHT.4-5116* CERT.OF AVTH.#29296 VISIBLE LIGHT WDTH OR HEIGHT DRIVE (ALSO REFER REDITO AS DAYLIGHT 1070 TECHNOLOGYW1 OPENING)IS MEASURED FROM N.VENICE,FL 34275 A.LYNN MILLER,P.E. 'I NTS 2 P'E.V 58705 BEADING TO BEADING. (941)-480-1600 PW-5520 OF FPA-5520.0 Ix 01 ^ FRAME ! SHOWN INSTALLED EDGE DISTANCE —1 THROUGH EMBEDMENT SHOWN SHOWN THE '}` INSTALLED INSTALLED THE FRAME THE INTEGRAL FIN EMBEDMENT -1 I I 1i THROUGH THROUGH�� — - __T DISTANCE1/ I INTEGRAL FIN J-CHANNEL EDGE DISTANCE (111111 FRAME EDGE SHOWN ai EMBEDMENT V THICK LG I _J_ INTEGRAL J-CHANNE FIN FRAME 7/8'THICK I.G. 0 FRAME SHOWN EXTERIOR SHOWN 7/8'THICK I.G. BUCK WIDTH HORIZONTAL SECTION C-C INSTALLATION NOTES: BUCK 1)SEE SHEET I FOR SPACING HEIGHT REQUIREMENTS. 2)SEE TABLEON SHEET 2 FOR O ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 114*. 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. -7/—�' ;Alz 5)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. I'THICK I.G. INTEGRAL ��= INTEGRAL FIN FIN FRAME FRAME ME SHOWN EXTERIOR SHOWN EXTERIOR INSTALLATION THROUGH INSTALLATION THROUGH THE THE FRAME,INTO METAL INTEGRAL FIN.INTO METAL EXTERIOR SHOWN INSTALLED THROUGH THEFRAME INTEG,IN RAL k:VINYL FIXED WINDOW FPA(IMP.-RESIST.) 12/13/14 55705 FRAME C7 EMBEDMENT S WN J-CHANNEL&INTEGRAL FIN FRAMES ��j J ROSOWSKI HO _111A rENI -. EDGE DISTANCE OF H CERT. #29296 LOGY DRI j�a 1070 TECHNOLOGY VERTICAL SECTION D-D N.VENICE,FL 34275 A. I, d ER.P.E. 1(941)-480-1600 P\ PEA 58705 Florida Building Code Online Page 1 of 4 ^�orida De(30rfnenCd.,�,`. SCIS Home i Log In j User Registration i Ho[Topics Submit Surcharge Stats&Facts Publications.; FBCtS[aff r BCIS Site Map Links'Search Business) ProfessoProduct Approval USER:Public User Regulation Product Approval Menu>product or Application Search>Application List>Application Detail FL# FL251-R24 Application Type QRevision Code Version 20 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature )ens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory CSliding Exterior Door Assemblie Compliance Method Certi Ica km-Marr or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/31/2015 Date Validated 04/07/2015 Date Pending FBC Approval http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5 bm... 6/18/2015 Florida Building Code Online Page 2 of 4 Date Approved 04/11/2015 Summary of Products FL# Model,Number or Name Description 251.1 SGD-470(Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R24 C CAC 11-1018.20.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/21/2016 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL251 R24 11 11-1018,20.1)d (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD-570(Large Missile Impact) nyl Sliding Glass Door Limits of Use ertifiCation Agency Certificate Approved for use in l­ Yes FL251 R24 C CAC 13-1125.05j)d Approved for use outside HVHZ:Yes FL251 R24 C CAC 14082011 PVC.pd Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 04/14/2016 Other: Please see Miami-Dade County Notice of Acceptance Installation Instructions (NOA)for product performance information,anchorage FL251 R24 II 13-1125.05.pd details,and anchor type,size,and spacing information. Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD-670(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL251 R24 C CAC 14-0123.1l.i)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/0712020 Design Pressure:N/A Installation Instructions Other.Please see Miami-Dade County Notice of Acceptance FL251 R24 Il 14-0123.1 1,od (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD-�670HP�(Non-lmp�act) � Aluminum Sliding Glass Door Z. Limits of Use F; Certification Agency Certificate Approved for I ;e in HVHZ:Yes FL251 R24 C CAC 15-010.6.07 HP.r) df Approved for 'e outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resist. It:No 03/24/2020 Design Pressul L'k N/A Installation Instructions Miami-Dade County Notice of Acceptance FL251 R24 11 15-0106.07[jjP.p Other:Please s (NOA)for produc,performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anch,)r type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 251.5 SGD-680(Non-Impact) WlnGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate FL251 R24 C CAC 14012309.ndf Approved for use in HVHZ:Yes Quality Assurance Contract Expiration Date Approved for use outside HVHZ:Yes 03/18/2019 Impact Resistant:No Installation Instructions Design Pressure:N/A Other: Please see Miami-Dade County Notice of Acceptance FI-251 R24 II 14012309-12d ER (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-C details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door - Certification Agency Certificate Limits of Use FL251 R24 C CAC 14-0128.11 Dogr.12df Approved for use in HVHZ:Yes Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 02/17/2020 Impact Resistant.,Yes Installation Instructions Design Pressure: N/A Other:Please see Miami-Dade County Notice of Acceptance FL251 R24 11.14-0128.11 Door.rid (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Cated by Independent Third Party: Evrealuation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/pr�_apn—d-tl-aspx?param=wGEVXQWtDqsEt2PTand5bm... 6/18/2015 GENERAL NOTES:SERIES 570&2770 LARGE MISSILE IMPACT-RESISTANT VINYL REINFORCED SLIDING GLASS DOOR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. DESIGN PRESSURE RATING IMPACT RATING THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING VARIES, LARGE&SMALL CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). SEE SHEETS 8&9 MISSILE IMPACT 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR); :[=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=•090 DUPONT SENTRYGLAS 1.1116'NOM. 1-1116'NOM. (FORMERLY KNOWN AS SENTRYGLAS®PLUS), PVB=.090"DUPONT BUTACITE PVB: 7116'AIRSPACE 7/16'AIRSPACE GLASS TYPE A;3/16"HS GLASS+.090"SG INTERLAYER+3116"HS GLASS+7/16"AIR SPACE+3118"T CAP NOTE: GLASS TYPE B:3/16"HS GLASS+.09W PVB INTERLAYER+3116"AN GLASS+7/16"AIR SPACE+ 3/16"T CAP 3116'HS GLASS 3118'AN GLASS BACKSEDDING GLASS TYPE C:3/16"HS GLASS+.090"PVB INTERLAYER+3/16"AN GLASS +9116"AIR SPACE WITH HEAT-MIRROR FILM+ 3/16" T CAP 3116'HS GLASS— 3/16'HS GLASS SURFACES SHALL NOT BE APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. PAINTED OR LAMINATED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: DUPONT.090'-4EXT. INT.► DUPONT4EXT. INT.). 1!4"ELCO ULTRACON OR 1/4"ELCO CRETEFLEX.SEE TABLE 1,SHEET6 FOR DETAILS. SENTRYGLAS® .099'PVB— — —3/16-T GLASS 7116• 3116-IGLASS 7116' PAINTED/LAMINATED SURFACE 4)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X NOM 76 NOM �6 (GASHED LINES) INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR �i', I 7 GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND 7/6• i O clAss; i 78 79 7/B Q O I 78 79 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. GLAss I BITE I 3 BITE I 3 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX. r' NOA DRAWING MAP 1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER 71 2 I 77 71 2 77 SHEET SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR 3 PAINTED/ 3 GENERAL NOTES..........I AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. GLASS TYPE"A" LAMINATED GLASS TYPE"B" GLAZING DETAILS.........I SG LAMINATE, SURFACE PVB LAMINATE, ELEVATIONS..................2-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE INSULATED GLASS(DASHED LINES) INSULATED GLASS HORIZ.SECTIONS.........5 THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE VERT.SECTION ........... SCOPE OF THESE INSTRUCTIONS. 1.3116'NOM. S6 ACCESSORIES S...........6 7)DESIGN PRESSURES: 9116'AIRSPACE DESIGN PRESSURES....8-9 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3/16•AN GLASS EXTRUSIONS..................10 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 3/16'HS GLASS— PARTS LIST....................I I CONFIGURATIONS........12 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. HEAT-MIRROR FILM PANEL TYPES................13 THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE NEXT. INT.► EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DUPONT.09T PVB 3/10•T GLASS 7/18' lAUDULT kl VISL'A 9)SHUTTERS ARE NOT REQUIRED. NOM ' 74 PAINTEDI SURFACE(DASHED e��M71 ry IIA the Florfd� 718' Q I Bg LINES) p.Idb�CwNQ 13—fl7�7�{ 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF(8)EIGHT PANEL GLAss CONFIGURATION FOR FRAME HEIGHTS UP TO 96"OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96"AND UP TO 120". BITE I i 37 11)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-10-002-792(A)&10-006-10231;CAMBRIDGE 535753.09;ELCO ULTRACON PER CURRENT NOA; 71 f2 17 ELCO CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES 3 (NON-WHITE)RIGID PVC PER CURRENT NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA; GLASS TYPE"C" ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED 12)THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE WITH HEAT-MIRROR FILM PREVIOUSLY KNOWN AS THE 2870 SERIES. GLASS INSTRUCTIONS: I I I 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE �� LYNN M/ '�i� R°wader o°I°' ft° : SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR GLASS TYPES B ��`���N..GEN,cF'<<FP � J.J. 10/11/11 FBC 2010 CODE OR C,USE TABLE 4,SHEET 9.FOR GLASS TYPE A,USE TABLE 3,SHEET 9 IF THE REQUIRED DESIGN R ' '..k Br Osl°: ftewbn: PRESSURE IS ABOVE 80 PSF,OTHERWISE USE TABLE 2,SHEET 8. x No.58705 _ J.R. 11!05/13 RENAMED 2870 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL = PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. — //.. — �P : D mN Sr. 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, 7�'0 'v` t W GENERAL NOTES&GLASS TYPES J ROSOWSKI ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. S7 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-4,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN �� FLORID?• �j��� 1070N.VENICE,Fl.34275 YDRIVE IN.: oat°: PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. �' SSS "" ��J�� P.O.BOX 1629 VINYL SGD INSTALLATION GUIDELINES 11/18/10 5)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. /i/ ��NA� L NOKOMIS,FL 34274 sod&,nuoda: snore O and gNo. Rer. 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. A.LVNAIrhiLL�lz,P.E. REA 58705 CERT.OFAUTH.#29296 570/2770 NTS 1 OF 13 MD-SGD570-01 B 2-TRACK CONFIGURATIONS ------ DETAIL C2 6- THIS SHEE 6•MAX. MAX. ETAIL Cl THIS SHEET DAYLIGHT OPENING(DLO)FORMULAS WIDTH APPROX.6', :PANEL WIDTH-B-9116' DETAIL ANCHOR DETAIL A DETAIL Bi - DETAIL BZ DETAIL D HEIGHT:PANEL HEIGHT-8-9/16' ANCHOR LOCATIONS FOR NONSTRUCTURAL—.{ THIS BHEE HISSHEE THIS SHEE THIS SHEE DETAIL A LOCATIONS FOR NEXT. i BYPASS (HEAD 8 SILL) I --- ---1 PANEL HEIGHT-FRAME HEIGHT-2.5• POCKET — CONDITIONS. -41EXT. ; CONDITIONS. 21.6• II ANCHORS INTO MAX. •_i_______________ ____ f - r__ :.: ,: P-HOOK. O.C. 12'MAX.O.C. ' I DAYLIGHT ------------_ OPENING WIDTH DAYLIHT —'- 1 ANCHOR @ CENTER OF -- - 1 ANCHOR @ CENTER OF DETAIL 4 ENING DETAIL Bi EACH PANEL.SEE TABLES DETAIL G1 EACH PANEL.SEE TABLES / SHEET fi HEIGHT ON SHEETS 689. ONSHEETS889. I DE7AlLE EXT.'► EXT.V THIS SHEE 'X'OR'O' X' 3.219'MIN.O.C. PANEL TYPE PANEL TYPE 2 ANCHORS @ CENTER OF 2 ANCHORS @ CENTER OF POCKET —— DE7AIL B2 EACH PANEL.SEE TABLES ON DETAIL G2 EACH PANEL.SEE TABLES B�. /�iI • DETAIL 1 ETAIL SHEETS ONSHEETS689. / SHEE75 SHEET - l EXT. EXT. OTHERS 4•MIN.O.C. 4•MIN,O.C. (UNDER a a PANEL DETAIL 3 HEIGHT DLO SEPARATE SHEET 5 APPROVAL) 3.219-MIN.O.C, — DETAIL 5 CLUSTER OF 3 CLUSTER OF 3 SHEET 6 — ANCHORS @ STILE ANCHORS @ STILE INTERLOCK / DETAIL C1 INTERSECTIONS. DETAIL H1 INTERSECTIONS.SEE SHOWN I EXT. SEE TABLES ON TABLES ON SHEETS 880. (iOF CLOF SHEETS 8&9. 89. EXT.'1 '.:. :.:,::. I PANEL ___ ______ PANEL G'MAX. (@ HEAD MIN.O.C. 8 SILL) _______________ 4'MIN.O.C. 4'A71N.O.C. 6'MAX.' F•'— -- �L- 6'MAX., DETAIL' ( AD 8 SI ----- --_.J IL G2 IFF'���---(HEAD 8 SILL) HE LL "'-- CLUSTER OFS DETA ANCHORS @STILE CLUSTER OF 5 ANCHORS DETAIL G1 DETAIL H1 ____ THIS SHEET DETAIL F @STILE INTERSECTIONS. -- 1 THIS 2.375'TYR INTERSECTIONS. THIS SHEE THIS SHEE _ SEE TABLES ON DETAIL 2 SEE TABLES ON SHEETS PRO UCT ki V 15E.D EXT.. .. EXT.•r 8 9. DETAIL H2 �HiyNCtd with the FloHda <;' ;.',., SHEETS 8 89. - �..:,. 8 �� TNIS SHEET C5.2 ANCHOR c C3N ANCHOR '' 3.219'MIN.O.C.— _ CONFIGUR LICABLE OWN; Arequnn No ^'!/ ' �f 4'MIN.O.O. CONFIGURATION SHOWN; --- J (SEE APPLICABLE OP As`ind-D.I.t-:!'v 6'MAX, 6'MAX. (SEE APPLICABLE.DP TABLES 2,3 OR 4) ( —(TO END OF —(TO END OF TABLES 2,3 OR 4) NOTES: ATTACHED JAMB ATTACHED JAMB 1)FOR CONFIGURATIONS,SEE SHEET 12. �� nM CWt�i DETAIL D DETAIL F 1 ANCHOR @ 2)FOR ANCI IOR EDGE DISTANCE AND 1 ANCHOR @ "' SILL ENDS. EMBEDMENT,SEE TABLE I SHEET 6. EXT.Y HEAD ENDS. EXT. 3)DAYLIGHT OPENING(DLO)FORMULAS: WIDTH:PANEL WIDTH-8.9116' NOTE:SEE TABLE 1,SHEET 8 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-8-9/16' 1.125 JAMB `�%\\A"NY LYNN 7j7li Rev15o0 eY• DO.: RaWbn: J.J. 10/11/11 FBC 2010 CODE C� ''�•\GERS tc� 1.000' P''• ROHsedey: O.W. Rablow No.58705 J.R. 11/05/13 CORRECT DLO 1.375 = ®. D�osMpff— D�abn� ANCHOR LOCATIONS 2 TRACKS J ROSOWSKI .190' .500' Z-71 y I EXT.v ���'. STA E F� (`�� 1070 TECHNOLOGYDRfVE m: Oe1o: EM.V ,.000• ' F ••.;Cc o..... ••'��'� N.VENICE, 129 VINYL SGD INSTALLATION GUIDELINES 11/18/10 ��� P.O.BOX 1628 WEEPHOLE PATTERN @ 24"O.C. WEEPHOLE PATTERN @ SILL ENDS tS,I�NAL�C1`` NOKOMIS FL 34274 S d..AA w. see: shoo' pb 9N.. Roy A.LNPEA11 05,P.E. CERT.OFAUTH.029296 570/2770 NTS 2 OF 13 MD-SGD570-01 B r 3-TRACK CONFIGURATION APPROX.B'. DETNL DETNL B1 DETAIL C1 DETAIL B2 DETAIL C2 DETAIL D NON-STRUCTURAL--.( �- THIS SHEE THIS SHIE THISSHEE THIS SHEET TIIIS SHEE- THIS SITYEE (HEAD&SILL) I __- -�6' ------ - 6"MAX. MAX. _ -- --- '-;-: -•�"" �.. DETAIL E { ANCHOR DAYLIGHT DETNL A ANCHOR -4EXT. LOCATIONS FOR OPENING LOCATIONS FOR BYPASS WIDTH / '/EXT• POCKET - CONDITIONS. /// l DETAIL CONDITIONS. 21.6' ANCHORS INTO 12*MAX.D.C. P•HOOK. C. TTHIS SHEE j,; I ' PANEOP Lxl 7 E PANEL TYPE PANELT PE j/-tet;- - I ANCHOR @ POCKET / , DETAIL 1 I ANCHOR@ CENTER OF EACH CENTER OF EACH BY / St1EET5 — ------ DETNL 61 PANEL.SEE TABLES DETNL G1 PANEL.SEE TABLES OTHERS ETNL 2 ETAIL 2 qN SHEETS 8&9. EXT.T _ ON SHEETS 8&9. (UNDER SHEETS SNEET 5 Or EXT.T DETAIL 3 4'MIN.q.c. SEPARATE 0 sHEEr APPROVAL) ASTRAGAL INTERLOCK I SHOWN SHOWN I/ L 2 ANCHORS @ 2 ANCHORS @ CENTER O� O£TNL 5 DAYLIGHT 4.75'CENTER OF EACH 1\ SHEET 6 OPENING DETNLB O.C.PANEL.SEETABLES DETNL G2 ON H SHEETS 8SEE TABLES I_V7 `i- ON SHEETS 8$9. EXT.T ON SHEETS 8&9. • ( HEIGHT 1 NE __________ AD EXT.T rt OF -__ LA (�HEAD 3.219'MIN.O*41 4'MIN.O.C.--. &SILL) 1 GLUSTER OF3N �ANCHORS @STILE '\CLUSTER OF 3 8MAX„ -SEETABLE ONS. DBT 1 H1 ANCHORS I ST2E (HEAD&SILL} B'MAX..ESEE TABLES ON INTERSECTIONS.SEEE7N4 H2 DETAR 11 DETNL Gln (HEAD&SILL) SHEETS 8&9, EXTX TABLES ON SHEETS 8&9. IMS SHEE in SHEE THIS SHEE NISSHEE DETAIL F THIS SHEE 3.21S'MIN.O.C. CS+1 ANCHOR CONFIGURATION 03.2 ANCHOR CONFIGURATION .O.C. SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP TABLES 2,3 OR4) TABLES 2.3 OR 4) 4'MtN.O-G. 4'MIN.O.C. 111 (ytOBUC��ir1VN+He F1nTlia CLUSTER OF DETAIL H2 JAMB yMQa�ti ANCHORS @ CLUSTER OF 5 ANCHORS 1.125' p N� 4,75' STILE @STILE INTERSECTIONS. tl**dw IN tf� q,C. INTERSECTIONS. 2.375'TYP. SEE TABLES ON SHEETS 1.000' ( J SEE TABLES ON 8&9, la, / /� EXT:T SHEETS8&9. fXT.T • - - ""s""( ptaiutt C+nt�i�d DETAIL C2 3.2t9'MIN.O.C. 3.219'MIN-O.C. V MAX. 1.375 V MAX. (TO END OF r6or (TO END OF ATTACHE..JAMB •1 � ATTACHEDJAMB - EXT-T E 1.000, bETAl4 F 1 ANCHOR @ DETAIL D 1 ANCHOR @ �EXT.T SILL ENDS. W ROLE PATTERN @ 24"O.C. WEEPHOLE PATTERN @ SILL ENDS M.T P fHEADENDS. ,1 1 77 R.'fodw. Dare: ReMsbn: LYNN ENSphIj1Jrr J.J. 10/11/11 FBC 2010 CODE Retised8y: Dato: ReNskar: No.58705 � J.R. 11/05/13 DETAIL E NOTES: - : 1218 n 9y. 1)FOR CONFIGURATIONS,SEE SHEET 12. _ t- * ._;, - ® ���OO' 2)FOR ANCHOR EDGE DISTANCE AND , o; "- - :�- ANCHOR LOCATIONS(3 TRACKS) J ROSOWSI{I EMBEDMENT.SEE TABLE 1 SHEET 6. 3jDAYLIGHT OPENING WDTH;PANEL WIDTHDB-9116'RMULAS: OT� FCORiOs`.•••\ 197 N.VENICE,FL 3427 E 11 HEIGHT:PANEL HEIGHT-8.9116' ��ii`lSS•.. "'•��G•` P.O.BOX 1529 . VINYL SGD INSTALLATION GUIDELINES 11/1$/10 4)PANEL HEIGHT=FRAME HEIGHT-2.5' �f;,lNA1. 1��� NOXOM(S,FL 34274 Sortowllkdd; Sw/e: Sheet: DfsMng tta Rerr: A.L('MJ MILW P.E. CERT.OFAUTH.t129298 570/2770 NTS 30 13 MD-SGD570-01 B P.ER 58705 4-TRACK CONFIGURATIONS DETAIL C1 DETAIL BZ OETNL D APPROX.AL DETAIL A DETAIL B1 DETAIL CZ THIS SHEE NONSTRUCTUR/iL------••��( I+ THI3 SHEE THIS SHEE THIS SHEE THIS SHEE TNIS SHEE (HEAD&SILL) I 6' II I 6'MAX. MAX. � � ,=-j____________________r__ ANCHOR DETAIL E • ___ DAYLIGHT DE7aL A ANCHOR 0 LOCATIONS FOR OPENING WIDTH L LOCATIONS FOR ♦EXT. ';. BYPASS ' /EXT. POCKET - - CONDITIONS. I ` CONDITIONS. 21.6' I DETAIL4 -)- ANCHORS INTO MAX. I SHEET 12'MAX.O.C. P-HOOK. O.C. DETAIL E ,X,OR'O' ,X, 'X' THIS SHEE 'X'OR'O' /J'' PANEL TYPE PANELTYPE PANELTYPE PANELTYPE DETAIL G'I POCKET / 1 DETAIL 1 PrETAIL 2 ETAIL 2 1 ANCHOR Q BY 1 ANCHOR Q CENTER OF HE SHEET 5 SHEET 5 SHEET EACH PANEL.SEE EXT • CENTER OF EACH OTHERS DETAIL B1 PANEL.SEE TABLES EXT♦ TABLES ON SHEETS 8&9. ON SHEETS 8&9. (UNDER . DETAIL$ SEPARATE I APPROVAL) INTERLOCK ASTRAGAL / INTERLOCK SHEET 2ANCHORS @ SHOWN SHOWN SHOWN DAYLIGHT CENTER OF DE7aL5 OPENING 4'MIN.O.C. I SHEET HEIGHT 4.75'EACH PANEL. 2 ANCHORS @ CENTER OF DETAIL 62 O.C.SEE TABLES DETaL G2 EACH PANEL.SEE TABLES I I I ON SHEETS ON SHEETS 8&9. QOF Ce OF .1 EXT.v 8&9. EXT.'S' I PANEL __________ __________ PANEL 6'MAX. EAD 3.219'MIN.O.C. _ - '• - &SILL) 3.219'MIN.O.C. 6-MAX., (HEAD&SILL) CLUSTER OF 3 - _8'MAX., DETaL M4"MIN.O.C. ANCI TORS @ STILE CLUSTER OF 3 DETAIL G1 DETAIL H2 DETaL H1 DETaL G2 (HEAD&SILL) EXINTERSECTIONS. ANCHORS @ STILE THIS SHEE THIS SHEET THIS SHEE THIS SHEE SEE TABLES ON INTERSECTIONS.SEE �J HIS SHAJLE F SHEETS 8&9. DETaL H1 TABLES ON SHEETS 8&9. C5-1 ANCHOR CONFIGURATION C3.2 ANCHOR CONFIGURATION THIS SHEE EXT.V SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP 4 3.219'MIN.O.C. TABLES 2,3 OR 4) TABLES 2,3 OR 4) V. .. ' f%ovvcT kLvL" CLUSTER OF 6 DET1.125 JAMB I p» ley with Mc Fl.dd. ANCHORS @ STILE C N. i:IZ�v)r 4.75 INTERSECTIONS. CLUSTER OF S °Q O.C. SEE TABLES ON 2.37ANCHORS Q STILE 1.000' itrMnllca Data/ < yy -(� SHEETS 8&0. INTERSECTIONS. /'nsc,(•/ Aa-1�-- SEE TABLES ON �� t6laal C�pvl DETNL C2 SHEETS 8&9. .'219 1.376EXT.r' 3.219'MIN.O.C. MIN.O.C. 100, ` .500' 6'MAX. 6'MAX. (TO END OF (fO END OF EXT.'' ATTACHEDJAMB DEintL ATTACHED JAMB EXi� 1.000' DETAIL D EXT.'S' 1 ANCHOR @ WE P�10LE PATTERN @ 24"O.C. WEEPHOLE PATTERN @ SILL ENDS 0 1 ANCHOR@ ` SILL ENDS. I 1 HEAD ENDS. ���1 LYNN !/// RaNsod BY: D.I.. Revfsb.- EXT. ;��,``Z`�NY•""i"M�(��/'; 10/11/11 FBC201000DE � Q', ••*� ReNsadOy: Dole: RoWlan: NOTES: No.5slo5 J.R. 11/05/13 DETAIL E 1)FOR CONFIGURATIONS,SEE SHEET 12. pyo B7. 2)FOR ANCHOR EDGE DISTANCE AND EMBEDMENT,SEE TABLEISHEET 6. �� �-c'J f`t [(/; ANCHOR LOCATIONS(4 TRACKS) J ROSOWSKI 3)DAYLIGHT OPENING(DLO)FORMULAS: '� STA E F ((/� ' •� 1070 TECHNOLOGYDRIVE m: Data: HEDGNTPPANE HANEL IEGHT-89!16'DTH-8-0116' %��( FLORIOP;.•'\G.�`� N.VENICE,FL 34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O.qOX 1629 4)PANEL HEIGHT=FRAME HEIGHT-2.5' ////SjS oNA,- \ \ NOKOMIS,FL 34274 y,1 y. fib, gig A.L4NNI.ALLER,P.E. D�ewln9No. Ror. P.E.d 68705 CER7-.OFAUTH.N29296 570/2770 NTS 4 OF 13 MD-SGD570-01 B DETAIL 1 DETAIL 2A IDETAIL 2BI IDETAIL 3 INTO MASONRY 1X OR 2X WOOD ASTRAGAL INTERLOCK INTO lAASONRY 1X ORKIT TYP.ANC O SEE TYPE,EMBEDMENT AND EDGE 1X BUCKSTRIP CONCRE CMU REQUIRED IF DOOR NOTE 4,SHEET 1 SFA CE PER SUBSTRATE,SEE TABLE 1,SHEET 8 PER ANCHO EDGE 4 HEIGHT IS OVER 96' • REQUIREMENT (- DISTANCE 36 ASTRAGAL ADD-ON 8 g 65 CONCRETE/CMU „':. :(••c .l .e NONSTRUCTURAL 30 ASTRAGAL ADD-ON REINF. 9 o PER ANCHOR ANCHOR REQUIREMENT EMBED=' • 40 #10 X 2-112'SMS 35 0 _ MENT r.' • REINFORCEMENT, EW��ggI q p —ter EMBEDMENT L 20 OPTIONAL PERASTRAGAL, V I IIr1111IIp11UI111IID: 69 EQUALLY-SPACED AND 7' 1/4' ® FROM ENDS(FACTORY TYP.ANCHOR TYPE,EMBEDMENT MAX. 21 Ob INSTALLED). �q -dO 8 AND EDGE DISTANCE PER q o e e p Q SUBSTRATE,SEE TABLE 1,SHEET 8 35 ° uwwuuRl wore 6 7 aA Iwl U16•. o o d 7 0� 37 28 9 3 INTERLOCK 10 6 EXTERIOR 96 J EDGE 0�7 ASTRAGAL --i •- �( DISTANCE POCKET OX SCREEN _ .•, P•HOK 9 103 LOCKSTILE <• '• " PANEL WIDTH PANEL WIDTH 94 105 •: 16 FOR LOCKSTILES, 26 100 DOOR FRAME WIDTH -1/4'MAX. ASTRAGALS, TYP.ANCHOR TYPE,EMBEDMENT FIXED DOOR FRAME WIDTH AND EDGE DISTANCE PER STILES AND 1/4'MAX.--I 68 SUBSTRATE,SEE TABLE 1,SHEET 6 HORIZONTAL o _ RAILS I � J EDGEE �SEE NOTES J2-318"ROW EDGE3&6 98X 3/4'SMS REINFORCEMENT q o o p I.�'I DISTANCE BELOW SCREW;3 PER RAIL,LOCATED ; •.,"'-}{11`- aAT CENTERLINE AND9'FROMaIIaIItta1111flIN• I 26 ENDS(FACTORY INSTALLED) FOR 8 8 oo dTYP.ANCHORTYPE, G-.1 INTERLOCKS EMBERANTANDEDGE �' 8 SPACING ONLY DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 8 — d6por,ucr Uu:v►vice dEMBED• PloF1d�Y�rw lkt�vf9s o o �}-MENT -f/ZI�G`� FIXED PANEL CLIPof GAND ANCHORS,SEE CONCRETE/CMU Ltt�N1a iuia2X WOOD BUCKSTRIP — DETAIL SHEET 118 STANDARDSCREEN '7 PERANCHOR /le, , 7 ) EMBEDMENT FIXED STILE 111 I I REQUIREMENT � r ORFRAMING,SEE TYP.ANCHOR TYPE,EMBEDMENT EXTERIOR -'1 F--114'MAX. NOTE 4,SHEET 1 AND EDGE DISTANCE PER SUBSTRATE, 2X WOOD BUCKSTRIP PANEL WIDTH 125 _ SEE TABLE 1,SHEET 6 OR FRAMING,SEE EDGE NOTE 4,SHEET IDETAIL 3 DETAIL 2B DETAIL 3 DISTANCE NONSTRUCTURAL INTO WOOD INTERLOCK INTO MASONRY ANCHOR EMBED- 1/4• MENT MAX. NOTES Illll ITO 2,3AND 4TRACK T_ CONFIGURATIONS. \\�\\o��V LYNN 4,177 // R.,Led Or. Wt., Revkbn: O P•HOOK Q 20 OPTIONAL 2)SEE SHEETS 2.4FOR ANCHOR LOCATION BSPACING. ��,.•'��OENSF '•�F� J.J. 10/11/11 FBC 2010 CODE 3)SEE TABLES 2-4 FOR REINFORCEMENT ReNsedBy: Dete: RovLs,M: 45 REINF. REQUIREMENTS. jt% PLATE(12-LONG,@ 4)CONTINUOUS ANCHOR PLATE,ITEM k8,IS REQUIRED NO.58705 ' PANELMIDSPAN J.R. 11/05/13 N/A THIS SHEET AT ALL FRAME ANCHOR LOCATIONS. @P-HOOK ° 0 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR - - ® DesafVtlo^: aew'^BY REINF• EXTERIOR 6)ALLRASTRAGALREINFORCEMENTS %•O A y yt�Y w, HORIZONTAL INSTALLATION DETAILS J ROSOWSKI PLATE SMS, POC E III------III 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE %� '. d (5)@25810 X�O.C. -HOOK- 1 I REPORTSFOR EXACT DIMENSIONSFULL LENGTH OF THE EXTRUSION.. N. TEST �.0�'•. S�OR OP, G���� 107N.VENIC��ggp GY DRIVE TfUe: Date: DETAIL 1 v /�SS�ONA��C P.G.BQx152s VINYL SGD INSTALLATION GUIDELINES 11/18/10 /��/ 1`I\\ NOKOMIS.FL 34274 sodavAydy: Sm1e: Snmt —t g No. =R,INTO WOOD A.L'14 SM'LL[R, E. CERTOFAUTH.#29296 570/2770 NTS 5 OF 13 MD-SGD570 DETAIL 4 _ - DETAIL MASONRY DETAIL 4 _ DETAIL 4 DETAIL 4 1X BUCKSTRIP INTO WOOD INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE EMBEDMENT AND INTO ALUMINUM EDGE DISTANCE PER SUBSTRATE, \MIN.2.7 KSI CONCRETE EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EMBEDMENT AND SEE TABLE 1,SHEET 6 HEAD PER ANCHOR SEE TABLE 1,SHEET 6 TYP.ANCHOR TYPE,EMB DMENT AND EDGE DISTANCE PER SUBSTRATE, �1 EDGE4ALU'MI'NUM MIN.6063-T5 REQUIREMENT,SEE EDGE DISTANCE PET£ BSTRA7E, I DISTANCE SUBSTRATE 2-318 E� SEE TABLE 1,SHEET 6 TABLE 1 SHEET 6 Row FF raRl F+ cP T 6 EDGE 2-318• EDGE SPACING DISTANCE ROW Imo. EDGE _ ROW ROW DISTANCE I DISTANCE SPACING EMBED ,. ;.. ••a, SPACING MENT.'.. Jto•ZoEMBED- L—_JIl ,��' "ENT 11 11 g MAX. 1lb n 8 MAX. 8 h1AX MET TO TRANSFER LOAD IMPOSED ON THEM NED L7 LT ) u D TYP.ANCHOR TYPE,EMBEDMENT AND 1X OR 2X 40 #8 X 314'SMS EDGE DISTANCE PER SUBSTRATE, WOOD REINFORCEMENT SCREW; TABLE I.ANCHOR TYPES: SEE TABLE I,SHEET 18 GA STEEL STUD OR A3B BUCKSTRIP, O 90 62 7 PER STILE,LOCATED AT EDGE STRUCTURAL STEEL 110 SEE CENTERLINE AND 6',9'& Minimum Min.Edge — NOTE 4, 37 12'FROk1 ENDS(FACTORY Type Substrate Anchor ��DISTANCE SUBSTRATE SHEET FOR INSTALLED). Embedment Distance #12 Sheet Metal Screw(G5) 1-3/8• 13!4" LOCKSTILES, 130 Q ASTRAGALS, Q P.T.Southam Pine(SG=.5 5) 114"Elco NlraCon 1.1/2' 1-314' EXTERIOR FIXED STILES 70 1/4'Elco Crete-Flax SS4 1-112' 1.314` u�•� 1 AND A 8 —1 HORIZONTAL Aluminum,6063-T5 min. 912 Sheol Metal Screw(GS) 0.126' 112' \V� RAILS Steel Stud,Gr.33 min. #12 Sheet Metal Screw(G5) 169e(0.0451") 112" A36 Steel 912 Sheet Metal Screw(G5) 189a(0.0451*) 112" DETAIL4 SILL RISER VARIES B P.T.Southam Pine(SG=.55) #12 Wood Screw(G5) 11-318" 314" z WITH REQUIRED INTO STEEL w 26 Z POSITIVE DESIGN Concrete(min.2.7 ksi) 114•Elco UilraCon 1-318" 1" ¢ METAL SUBSTRATE DETAILS SHOWN FOR HEAD PRESSURE,SEE TABLE FRAME y w w Concrete(min.3.35 ksi) 1/4•Elco Crete-Flax SS4 1.314" 1• (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, HEIGHT, o PANEL SEE NOTES U 19 A.SHEETS 8&9. C EXCEPT POCKET JAMB) SEE HEIGHT 3&6 rn Ungroutetl CMU,Jambs Only 1/4'Elco UIImCon 1-114" i' TABLES = BELOW m 18 (ASTM G90) 1/4'Elco Crete-Flex S84 1-114" 1-314` 2,3&4 FRAME 17 y HEIGHT- O Concrete(min.2.7 ksi) 114'Elco UllraCon 1316" 2.112" I-DUCT HT V is- rb cecptyhw w,,ltc 1Rorlr4 2-1/2' 27 4518' D Concre10(min.3.35 ksi) 1/4'Elco Crele-Flex 884 1-314" 2-1/2" Balm.¢Calc 78 RISER 4-1/16'RISER 3-11T Ungrouled CMU,Jambs Only 114'Elco UIIraCon 1-1/4' 2-1/2" A � _4-, //I/ 43 44 Q RISER RISER (ASTM G90) 1/4•Eleo Crete-Flex SS4 1-1/4• 2-1/2' L 1xW�� _ 26 27 'f/f' 12 37 NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 122 0 12 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. 121 - 91 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 13 4p 4)CONTINUOUS ANCHOR PLATE,REM 118,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 15 n 2 101 102 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. () pR 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO _T ® 8 14 O 8 U TEST REPORTS FOR EXACT DIMENSIONS. ��11 IO L_j OU 1-11116• // Rovfs fBy: Dale: Rerlaloa: GROUTAS ��\ ,I LYNN 11i /"/1 N �� J.J. 10/11/11 FBC 2010 CODE 1/4' NEEOED, ,�O i ��'' 1!4• � � ''1GENSF ''.F'Q i MAX. •EMBEDMENT" " R• NOTES. M�_ MAX. Q�:' \" •,'jC ii RUNsodtly: Date: RaHsbn: • '.. MIN.2.7 KSI SHEETI ��<;' N0.58705 J.R. 11/05/13 N/A THIS SHEET CONCRETE(N EDGE 2X WOOD BUCKSTRIP EDGE — ��••'� ---�. " SILL PYRAN__ R — --� _ :Vl' Q•_ Fn.F DBSMplldl: da»n Sy. DISTANCE R QUIEREMENT, OR FRAMING,SEE DISTANCE NOTE 4,SHEET =v � 10 w` VERTICAL INSTALLATION DETAILS J ROSOWSKI TYP SAND EDGE DISTANCE PER CHOR TYPE,EMBEDMENT S SH ETL6 1 AND EDGE D STANCE PER TYPE, R EMBEDMENT �O STAT O •:'��� T070TECHNOLOGYDRIVE TIVo: Dale: SUBSTRATE,SEE TABLE I,SHEET SUBSTRATE,SEE TABLE I,SHEET '� ''•.FLORID?`••'X01 N.VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 IP.O.BOX 1529 NTO MAASONRY IL 5 DINTO WOOD ///''cSS/ONA\- \\\ NOKOMIS,FL 34274 praµyg No, Ror. /r Sodas4lrodeY. Smla• Shoat• A.L P E B I58 05,P.E. CERT.OFAUTH.#29295 570/2770 NTS 1 6 OF 13 1 M D-SG D570-01 B -------- _ 1)INSTALL 2)INSTALL HEADER BLOCK TO HEAD OF (6)ANCHOR CLIP INTO CLIP INTO ATTACHMENT HEADER 50 ASSEMBLY JAMB TO HEAD �o TYPE AS USED PANEL ON,, & o FRAME INSTALL ONE BLOCK AT BLOCK IN INSTALLATION, STILE JAMB& EACH INTERLOCK. I TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL (3)#10 X a # SEE ONE BLOCK THAT 1.5"SMS TABLE 1 SPANS BOTH PANELS. OO q �— a i (3)#8X1" 0E] o i \ MS o FIXED PANEL CLIP FIXED 58 INSTALL ONE CLIP AT THE MIDSPAN PANEL OF EACH FIXED PANEL-TO•FRAME !(2)1/4'x 20 x 2-1/4" CLIP JAMB LOCATION. VTHREAD-CUTTING SCREW SMS _, \ PLATE COVER 24 \ SEE REINFPLATE 25 68 #10 X 2"SMS(4) ym°' SHEET 8 #8 X'1-3W'SMS 65 q 10 i KEEPER \\ Q o JAMBvw p SILL ASSEMBLY KEEPER TO JAMB II LOCKING JAMB o� ATTACHMENT REINFORCEMENT PLATE SH OWN FORDO ORS OVER 96'.10 ANCHORS @ 10 KEEPER LUD 3",6",9",12",&46.5"FROM EACH ENDppU��� NOTES 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. p USLOIN I C a W the Aorltlt. 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. I WA >N� �1_1 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS.4)CONTINUOUS ANCHOR PLATE,ITEM#8.IS REQUIRED AT INTERLOCK ALL FRAME ANCHOR LOCATIONS.REINF. � 4 #10X &l 7r Dara Yra © 6e c > COVER 2"SMS INTERIOR a 1 EXTERIOR INTERLOCK REINF.Q .,%%111111/,, BOTTOM RAIL a PLATE #10 X 2-t12" `\.0", LYNN^//���iRaNaodBr. Dale: Rovblm,: 11 SUPPORT i s SMS \:�,�•. ��cErsaE' .FP '., J.J. 10/11/11 FBC 2010 CODE (2)#10 X VS S I ;' Rav sedgy Oe1e: Rov1s ac THROUGH SUPPORT, No.58705 J.R. 11/05/13 N/A THIS SHEE� INTO PANEL �c — L01ox2"sMs PANEL _' z y�t`( ACCESSORIES INSTALLATION DETAILS J ROSOWSKI INTERLOCK SILL RETAINER '� '• ST TE OF <v: ASSEMBLY COR1Q G 10TECHNOGYD'NE 7ttb N. : Delo: CLIP ATTACHMENT ALL PANEL CORNERS WELDED, '�.�FSS'F � P.O.VENICE, L34 VINYL SGD INSTALLATION GUIDELINES 11/18/10 BOX 1529 INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS /1/81,1 NA1- vvv NOKOMIS,FL34274 Dawgle, Rar. A.L41r�t MILLER.P.E. SodosnAmeL• Swlo: ShoeL• P.E.#58705 CERT.OFAUTM#29296 570/2770 NTS 7 OF 13 MD-SGD570-01 B TABLE 2: TOTAL#OF ANCHORS CLUSTERED �� Ol1Y.LYNN THROUGH THE HEAD 8 SILL AT EACH PANEL �N "' >� Series 570&2770 Anchor Quantities and Design PreSSUT@S MEETING POINT.(EX:FOR C3.1,3ANCHORS Q�.' IICENSF•.�1�� 9 REQUIRED AT PANEL MEETING POINT AND 1 0116'H8GLASS+.090' ANCHOR REQUIRED AT MIDSPAN OF PANEL). NO.58705 H IGLASS v 7110 AR FRAME HEIGHT(IN) - FA GLASS+7116'AFi ANCHORAGE TYPE PER SUBSTRATE SPACE-3`16*TNT.CAP 8-PANEL MAXIMUM CONFIGURATION 4-PANEL MAXIMUM CONFIGURATION REQUIRED TO ACHIEVE THE DESIGN 80 84 96 108 120 PRESSURE,USING THE ANCHOR Sr TE F l(/� QUANTIES LISTED BELOW.SEE •.•F( �4/ ORIDP,,.•' TABLE I,SHEET 6,FOR COMPLETE ' ks •• 0\\\" .` N v¢ 01 ra w U m O °1 a m m v U ?;O °1¢ m w U w O 01¢ ?:m U a,O °'¢ v m _d U v 0 ANCHOR LIMITATIONS. ,/��s/ NAL E`VG�\\ NOM. Luh, $ @ � &+ �$ @g'. e �' en SPS. '. �«° �. E �. @ �' L° �i @g ° � �r I1 v PANEL FRAME n H n F '"FT .2 F H o ff ,�" a `a '' ,o T r r r r a NOM. A.Ll�rffJ�AILL�[2`P.E. > > >~ � �F �` � �� F �� �F TABLE KEY: o > > o ~ ~ ~ ~ > > P.E.#68705 WIDTH SIDE `o m `o m `o tp $ m$ co N `o m o N m`o`o rn$ m $ N`0 3m� $ m o fn$ u1 '- to 8 rq$ m$ PANEL FRAME (IN) g 8 m 2S A 2S L m is s 3S A �{ s WIDTH SIDE A p O �¢ 3¢ sa �¢ 3a 3a �a sa 3¢ 3a �a �¢ ga a �a �a Mri `1 r DO Head b Sri C3.1 Or) - rc p Head&SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Jamb 5 L0 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 24 P-hwk 8- O 0 24 P-hook 8 a 8 8 6 8 8 B 9 9 9 9 10 10 10 10 11 11 11 11 Dosbn +80.0 z°CO Prossuro 410.0 O Design +80.0 +80,0 +80.0 +00.0 +80.0 +p0.0 +80,0 +80.0 +00.0 x80.0 +80.0 +00.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +130.0 x w Pressure -80.0 Bp.0 80.0 -80.0 •80.0 80.0 -80.0 80.0 BD.O -80.0 •80.0 80.0 -65.0 -65.0 85.0 85.p 85.0 85.0 -65.0 85.0 �° 3 p W NOM. FRAME WIDTH I� Z Head 8 Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 PANEL= #OF PANELS W N W Jamb 5 5 5 5 5 5 5 5 6 5 5 5 6 6 6 6 6 6 6 6 WIDTH 30 P•hook 8 8 8 B 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 0 co THE MAXIMUM NEGATIVE DESIGN U W Design +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +Sp.O +80.0 +60.0 +60,0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 N LL PRESSURE THESE CD Pressure -80.0 80.0 80.0 -80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 85.0 85.0 -65.0 -65.0 85.0 85.0 85.0 85.0 QUANTITIES. r J Z 00 Head 8 SIII C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C5+1 C3+1 C3+1 CS+1 C3+1 C3+1 C3+1 C5+1 C5+1 C6+1 C3+1 THE MAXIMUM POSITIVE DP AT THESE N W m 0 6i Jamb 5 6 6 5 5 5 5 5 5 5 6 5 6 6 6 6 6 8 6 6 ANCHOR QUANTITIES.ADDITIONALLY, U ED fa-' f•-' THE MAXIMUM DP FOR THE SILL HEIGHT CO I Q U) 36 P-hook 8 8 8 8 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 Q W J MUST ALSO BE CONSIDERED,SEE � LL rc � � Design +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +60.0 +80.0 +80.0 +80.0 +60.0 +6p.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 TABLE A.THIS SHEET. J Z Pressure r-. t'7 Q 80.0 80.0 so.o 80.0 -80.0 -80.0 80.0 80.0 -80.0 -80.0 80.0 -80.0 -65.0 85.0 85.0 85.0 8.5.0 -135.0 65.0 65.0 TOTAL#OF ANCHORS THROUGH THE ` ` Tn co Head 8 Sill C5+2 C3+2 C3+1 C3+1 C5+2 C5+2 C3+1 C3+1 C5+2 C5+2 C5+1 C3+1 C5+1 C6+1 C5+1 C3+1 05+1 C5+1 C5+1 C3+1 P-HOOK. tp W Z Jamb 5 5 6 5 5 5 6 5 6 5 7 5 a 6 6 6 6 6 7 6 C) TOTAL#OF ANCHORS THROUGH THE_ 42 P-hook 6 8 8 8 8 8 8 8 10 9 9 9 10 10 10 10 11 11 11 11 JAM©. O r O- ( n Design +80,0 +80.0 + .p +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80,0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 FIG 1: Z In N Pressure 80.0 -80.0 -80.0 80.0 80.0 80.0 80.0 -80.0 80.0 80.0 80.0 85.0 -65.0 -65.0 85.0 85.0 85.0 85.0 85.0 � J p OH LENGTH �O 4 �° wr. to Head&SIII C5+2 C5+2 C3+2 3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+1 C3+1 C5+2 C5+2 C5+1 CSN � 4 � �W a Z Jamb 6 5 7 5 6 5 7 5 7 6 8 5 6 6 7 6 7 6 8 6 DOOR ASSEMBLIES INSTALLED WHERE Q 5 THE OVERHANG(OH)RATIO IS EQUAL 48 P-hook 9 8 8 8 10 8 8 8 11 9 9 9 10 10 10 10 11 11 11 11 TO OR MORE THAN 1 IS EXEMPTED Design +80.0 +BO. +80,0 + 0.0 +80.0 +80.0 +80.0 +60.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 FROM WATER INFILTRATION Pressure m RESISTANCE.THE OVERHANG RATIO t7 Bo •80.0 80.0 .0 -80.0 80.0 -60.0 80.0 -80.0 80.0 80.0 80.0 -65.0 85.0 85.0 -65.0 85.0 85.0 85.0 85.0 x SHALL BE CALCULATED BY THE 'n = FOLLOWING EQUATION: Head 8 Sill C6+2 C5+2 + C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 O Jamb 6 5 7 5 6 6 6 5 7 6 9 5 TABLE A: OH RATIO=OH LENGTHIOH HEIGHT ri K 54 P-hook 10 8 B 8 11 6 8 B 12 9 9 9 2�i y Water-Limited(+)Destgn Pressure ^d o Design +80.0 +80.0 +60.0 +80.0 +80.0 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 1)THE LESSER VALUE OF TABLE 1 ti o Pressure Nominal Sill Actual SIII Max.(+)OP A AND TABLE 2 DETERMINES THE 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Height Height Allayed WATER LIMITED(+)DP. Head 8 SIII C5+2 C5+2 C6+2 C3+2 05+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 1.11/16" 1.688" See 2 at right 2)THE 1.1 Via'SILL MAY ONLY BE USED WHERE WATER Jamb 6 6 8 5 8 6 8 5 7 7 10 5 3112" 3.484' +60.0 psf INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS 60 P-hook 10 8 8 6 10 EI 8 8 11 9 10 10 4.1116' 4.037" +80,0 psf PER FIG 1.IF SO,(+)DPS SHOWN Design +67.0 +60.0 1+80.0 +80.0 +67.0 +80.0 1+80.0 +80.0 +67.0 +80,0 +80.0 +60.0 IN TABLE 2 MAY BE USED. r•tW DUCT kfivuED Pressure 87.0 80.0 80.0 80.0 87.0 80.0 80.0 80.0 87.0 -80.0 80.0 80.0 4518" 4.614" +100.0 psf ..-Flylrrg with thr He tidy C-dt Relnforoements Required,(Sao Parts on Sheet 10) Glass 1)D ETA ILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. rNOTES A%'1ram RM /NS JL_ �% i, Interlock Lock/Fixed Stile Astragal Astragal Addon Top/Bottom Rail Plate(Partq 24,25) Typo 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION 8 SPACING. 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. Y r t• 7 4 Part#29 Part#28 1 Pert#28 1 Partq 30 Part#26 1 Required for Heights over 96"1 A 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. Di1t6 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. TABLE 3: TABLE 4: \�\\O�y( LYNN M1(e���� Series 2770 Anchor quantities and Design Pressures Series 670 8 2770 Anchor Quantities and Design Pressures \` �,•''\,\CENSE '•-F4' 3010.16 GLAss..os0• 3110 Is GlA6s r,m- HS sG CUSS-TMWA6' FRAME HEIGHT QN) FmrffE,"ym.3116• FRAME HEIGHT *:• No.56705 _ Bs GlA6$4 7116•AR Ari GUaa•7116•AR ON) sR\CE.8116'TM.CAP &PANEL MAXIMUM CONFIGURATION SPACE+ins•T M.CAP 8-PANEL MAXIMUM CONFIGURATION Be 84 96 ea 84 96 SNOMT TE t1r" •'/C/�� a m O vo a m d0 mo ¢ m du m a m v eo a m O v ¢ m U o �O%% /-ORIO PANEL FRAME 8 8 R 8 g 8 '8 �'8 8 g 8 8 g 8 P 8 NOM. �°8 �° 8 P 8 �°8 8 8 �' �'8 t0$ 1?'8 g �.S•,F r f" r 1= fT F 1= 1= �' ~ !;r PANEL FRAME 1- 1- $ g~ B g 1- B B B , /SAO WIDTH SIDE rn h m g N N i5 $N X N X va N$ ie h m'h N y Se va WIDTH $IDE Y> N fn �+ N g N w g m rn g N N A.LJr1nlM tZ�P.E\ 9< 9g �� �a` 3a 'sa 3< Ea � � � 9� �� � � 9� �� � � �� f� REA 58705 Flood&$III C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 Meed 8 SIII C341 C3+1 03+1 C3+1C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Y O O Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Jamb 5 5 1 5 5 5 5 5 5 5 5 5 5 (n m O 24F.Pz-- 888 8 8 8 8 8 0 9 8 9 24 P-hook a 8 8 88 8 88 9 9 9+100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 ♦100.0 +100.0 +100.0 +100.0 +100.0 Doslpn +80.0 +60.0 +00.0 +80.0 +800 +fi0.0 +60.0 +80.0 +80.0 +00.0 +130.0 +80.0 LO•10MC3-IC3+1 -100.0 •100.0 •100,0 •100.0 -100.0 •100.0 •100.0 -100.0 -100.0 Pressum .ep,0 $0.0 +30.0 •60.0 -00.0 +30.0 -60.0 -00.0 -00,0 -83.0 150.0 -80.0 v Head&SIII C5CN7 C5+1 C3+1 C3+1 C3+1 C5+1 C541 C5+1 C3+1 Head 8 SIII G3+1 C3+1 C3+1 C3+1 C3+1 03+1 C341 C3+1 C3+1 C3+1 C3+1 C3+1 ro'0 Jamb 6 5 5 5 6 5 6 5 6 5 Jamb 5 5 ti 5 5 5 5 5 5 5 6 5W30 P-hook 8 8 88 a 8 B 9 9 9 30 P-hook e 8 8 8 8 8 6 8 9 9 9 9 C) ZDoslpn +10 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 Design +60.0 +60.0 +6D.0 +60.0 +60.0 460.0 +80.0 460.0 +60.0 +60.0 +60.0 +60.0 W Pressure -100.0 oo -100.0 -100.0 •100.0 •100.0 -160.0 -100.0 -100.0 -100.0 -100.0 -100.0 -100.3 PmssUM -60.0 -00.0 -80.0 -60.x1 -80.0 -60.0 -00.0 -00.0 -00.0 -80.0 -0 N0.0 •60.0 (jJ Head 8 SIII C5+2 c5+1 C3+1 CJN C5+2 C5+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 Head&SIII C3+1 C3+1 C3+1 C3+1 03+1 03+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 O � od M Jamb 5 5 B 5 5 5 B 5 6 5 7 5 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 0 W M LL 30 P-hook 9 8 8 8 9 8 8 8 10 9 9 0 38 P-hook 8 8 8 S 8 8 8 8 9 9 9 8 O w CD Q Design +100.0 +100.0 +100.0 +100.0 +100.0+100.0 +100.0 +100.0 +100.0 +100.0+100.0 +100.0 Design +60.0 +60.0 +80.0 +80.0 +60.0 +80.0 +00.0 +60.0 +80.0 +BD.0 +80.0 +60.0 TO �-- J Z O Pressure -100.0 -100.0 -100.0 -1x0.0 -100.0 -100.0 -100.0 •100.0 -100.0 -100.0 -100,0 -100.0 Pressum -00.0 -00.0 •80.0 •60.0 •60,0 -00.0 -00.0 -00.0 -00.0 -00.0 -00.0 •80.0 N W m O Head&SIII C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C542 C3+1 Head&SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C9+f C5+1 C3+1 C3+1 C3+1 U m ('- Jamb e 5 7 5 6 a 7 S 7 *.�--2 5 Jamb 5 5 5 5 5 5 5 5 5 5 5 5 DO Q W J (n 42 P-hook to 8 8 8 10 8 8 8 110 9 42 P-hook 8 8 8 8 8 8 6 8 B 9 9 9 K (1.. Ix �-' J P F- Design +100.0 4100.0 +100.0+10D.0 +100.0 +100.0+100.0 +100.0 +98.0 0.0 +100.0 Design +60.0 +80.0 +80.0 +80.0 +80.0 +6D.0 +60,0 +60.0 +60.0 +00.0 460.0 +60.0 T (h uT z Pressure -100.0 -100.0 -100.0 -100.0 •100.0 -100.0 -100.0 -100.0 -98.0 0.0 -100.0 Pressure -0p,p -60.0 •80.0 -00.0 -80.0 -00.0 .8(1.0 •80.0 •60.0 -60.0 -00.0 -80.0 = r- (n =110111111111111 mi Hand&SIII C5+2 C5+2 C5+2 C3+2 C5+2 G5+2 C5+2 C3+2 G5+2 +2 C5+2 Head&SIII C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 05+2 C3+1 C3+1 C3N t- Lo (� _z Jamb 7 0 8 6 7 8 8 5 10 5 Jamb 5 6 5 55 5 5 5 5 6 5 O48 P-book 11 8 8 8 12 8 8 8 120 10 48 P•hoek 0 8 B 8 a 6 B 8 9100.0 +ta0.a +100.0 +100.0 +100.0 +100.0 N00.0 +100.0 +87.00.0 +100.0 Design 460.0 +60.0 +60.0 460.0 460.0 +60.0 +60.0 +60.0 +80.0zPmssuro -1000 -100.0 -100.0 •100.0 •100.0 -100.0 -700.0 -100.0 -87.0 0.0 -100.0 Pressum -00.0 -00.0 •80.0 -00.0 -00.0 -600 -00.0 1•60.0 -00.0 60.0 •80.0 -0p.0 C7 _O Rolnforcomants Required,(Sao Parts on Shoot 10) Glass Typo, Relnrorcementa Required.Sao Pads on Slleet l0 ? UW' Z 9 ( 1 Olaut Typo, '--) '7 Inledpck Lock/FLked Slil8 Astragal Astragal Addon T0p1Boltom Rall (See Shoot 1) Intenak Lock/Fixed SIIIo Astragal Astragal Addon Top/Bottom Rell (Soo sheet t) Pant!28 PadN 26 PadN 26 Pad#30 1 Pad!!26 A Standard Pada 28 Padf12S Pori)26 Pet#30 Ped#26 B 7hermal•Oplion 13 d 8 PadN 27 PaA#27 Pad#3D Part#27 TABLE KEY: NOTES ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN TABLE A: 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. PRESSURE,USING THE ANCHOR R LIMITATIONS. LISTED BELOW.SEE TABLE 1, 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. 2 u m Iff NOM. /SHEETS FOR COMPLETE ANCHOR LIMITATIONS. Water•I.Imlted(+)Design Pressure 3)SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. o ij o PANEL FRAME Nominal SIII Actual SIII Max.(+)DP 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME o:x A TOTAL N OF ANCHORS CLUSTERED THROUGH THE HEAD&SILL AT EACH ANCHOR LOCATIONS. 2 g WIDTH SIDE PANEL MEETING POINT,(EX:FOR C3+1,3 ANCHORS REQUIRED AT PANEL Helghl Height Allowed 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK ORASTRAGAL ADD-ON, OM MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). 6)SEE SHEET 2 FORAPPLICABLE DLO PER PANEL SIZE. 1-11!16" 1.688" See 2)below FIG 1: Head&SIII C3+1 Jamb 5 TOTAL#OF ANCHORS THROUGI I THE JAMB. 3-1/2" 3.464" +60.0 par OH LENGTH 24 P-hook 8- TOTAL N OF ANCHORS THROUGH THE P-HOOK. 4.1116" 4.037" +60.0 psf Design +100.0 DOOR ASSEMBLIES INSTALLED WHERE Pressure -100A THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY, 4-5/8" 4.614" +100.0 psf THE OVERHANG(OH)RATIO IS EQUAL ?µODUCT kvvn lzo THE MAXIMUM DP FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE TO OR MORE THAN 1 IS EXEMPTED e6,ptyl1 g rIfh%be FTorlda TABLE A,THIS SHEET. 1)THE LESSER VALUE OF TABLE A AND TABLES FROM WATER INFILTRATION �V4 y Coe PANEL=FRAME WIDTH 3 AND 4 DETERMINES THE WATER LIMITED(+)DP. w RESISTANCE.THE OVERHANG RATIO A w4-Ne f�+-(( .r 611' WIDTH N OF PANELS THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. 2)THE 1-11/16'SILL MAY ONLY BE USED WHERE = SHALL BE CALCULATED BY THE rEylnlb. -- ;j.�(•/L WATER INFILTRATION RESISTANCE IS NOT O FOLLOWING EQUATION: r REQUIRED OR OVERHANG PER FIG SO, 1 > W„rteliIa�Ml nl ♦DP'S SHOWN IN TABLES 3 AND BE ND 4 MAY BE USED. OH ItATl0=OH LENGTWOH HEIGHT I- 5.875' -� II 5.875' 3.000•--- -f- I O 100'O �� � 1.A30' �-I 1.585• I` +I 1.595' I--- ❑ t.912 Q t.se9' O REINFORCEMENT .100• d�� �O 2 COVER ,10•-^I1�II 2.833• 1.445' 125' RIGID PVC I I L •300 z.7se 400 2.7sa ORIGID PVC EAD/JAMB O2 TRACK SILL 229 u Ij 2.368' J1821 2 RIGID PVC8.250• 1 .07 -{ .120 ---1I--.182• ,2D -I e 2so -j REINFORCEMENT O BOTTOM © OM O F © p�p p 100 PLATE 26 AND STILE 7 AND STILE 28 REINFORCEMENT REINFORCEMENT 9 Lil812• p O o 8 1.688• 6005-T5 ALUM. REINFORCEMENT REINFORCEMENT 6005-T5 ALUM. 6005-T5 ALUM. ❑ ❑.too = I� ( 6005-T5 ALUM. COMPOSITE 1 dUQ�� UaJ� 2.511' O 3 TRACK HEAD/JAMB RIGID PVC O 3 TRACK SILL 10.825' RIGID PVC T---FL-.309• oeo 10.635' 3.483' .100• 9-{ L❑ ❑ ,.etz0 0 o o a.z79Q 1.888' ,125'.100' ��^^��^ �� 2.710' 4.835' WUL!--ZJ Lrt?�J - T 2.141' ❑ 4 TRACK 4 TRACK O RIGID PVC ©RIG D PVC11 o ILLL �2 L -.125" 2.118 -- 540 r .930• 1-{ I� •550' 540 r 1•Doo' 30 ASTRAGAL ADD-ON 31 REINFORCEMENT 35 INTERLOCK 36 ASTRAGAL ADO-ON 37 PANEL STILE,TOP .062- ,25 ' 301'r1� SDD - .949'ri REINFORCEMENT OPLATE OADAPTER ORIGID PVC O AND BOTTOM RAIL -II--.osz r �I .osz 6005-T5 ALUM. 6063-T6 ALUM. RIGID PVC RIGID PVC OT FRAME SCREW 6 ANCHOR PLATE 0 TRACK INSERT 10 KEEPER BOTTOM RAIL 7��{878 f- 976'1 It.o20 1.343' t-- COVER O 6063-T6 ALUM. O 6063-T6ALUM. O 6063-T6 ALUM. O SUPPORT i I .062' r�II --1�•062' oso 1 593 I+- RIGID PVC 6063-T6 ALUM. 1,893• II II 1.306 1 1.693 1.627 T �� --I 1.435 f"-; �-1 1.613. `- 1.435' r T 1.487' I-- L�1-'li .062' f l L r .320' .055•� -11 11 _ ,.487• � Q 1 060 055BOX SCREEN .082' ' .050' 1.sr1 D• oeo. gp TOP RAILSCREEN 91 BOTTOM RAIL g2 S DE RAIL EN 93 ASTRAGAL N 94 OXO ADAPTER irpfiDUCP Niv►YE9 6063-T6 ALUM. 8063-T6 ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. w aa�rte9 x68 Me Fuw- H.HIyC.re 12 OUTER TCOVER SILL 13 COVER SILL CK 14 ADD-ON SILL 15 ORUATCK SCREEN 16 AND JAMB ADD ON ,.oa1 t.oet 6063-T6 ALUM. 094 r- .,- r--t 045' .955 RIGID PVC RIGID PVC 6063-T6 ALUM. 6063-T6 ALUM. RIGID PVC � � 1.21:02-t� .o7s• 1.778. .i 762' I 1.778' 876' L , DA&rtg4.4#C_trd I--2.060•�{ � .050' 1.085•_�_ .050•--0-•- I .084• 2.875' 1.653 4 041, I STD.SCREEN STD.SCREEN STD.SCREEN FIXED PANEL CLIP 2.88T• 3.464 110 TOP/BOT.RAIL 11 SIDE RAIL 11a ASTRAGAL BO 1.963• 5.176• 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER oso 6063-T6 ALUM. .oso• .oso• 4060' .too•--Q iiIII- \\ // R. Br. Oaf.: R.W W.' 17 SILL RISER 16 SILL RISER 19 SILL RISER 0 P-HOOK ADAPTOR p-HOOK .oeo• \\�.ONS LYNN,�q/���,/� 06063-T6ALUM. 06063-T6 ALUM. 06063-T6 ALUM. ©6083-T6 ALUM. 21 6063-TB : ��•'�\GEnSF ':'V/ J.J. 10/11/11 FBC 2010 CODE ALUM. Q�;' * R.MWW. O.b: R.Mskvr: N0.58705 = J.R. 11/05/13 N/A THIS SHEET 1.261' 1.261' 1.281• -1 ju-T .210 -- -- .252•--{01-- .173 --1 - 7f� 10 . S TEo PART DETAILS J ROSOWSKI .125'J ' P •/��� 1070 TECHNOLOGYORNE TM.: �� .FLOR10,, � N.VENICE,FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 �/ tS •" \�� P.O.BOX 1529 6 1-1/16"BEVELED BEAD 7g 1-1116"OGEE BEAD 60 1-3/16"OGEE BEAD 45 P-HOOK REINFORCEMENT /// 3IONAL�\\ NOKOMIS,FL 34274 RIGID PVC O RIGID PVC O RIGID PVC // 11\ s.nosnload: scd.: sA.ot O PLATE I aa»1re N.• R.r. 6063-T6 ALUM. A.LlWvp I_ P.E. CERT.OFAUTMg29206 570/2770 NTS 1 10 OF 13 MD-SGD570-01 B Part# PGT.# Description Part#I PGT.# Description Part# PGT.# Description \ `C�y VYNN 1 619001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen ��`i,`�•'��GENSF R 2 619002 2-Track Sill 51 48052 Roller Adj.Hole Plug 90 612256 Screen Top Rail Jt: No. 58705 3 619025 3-Track Head/Jamb 52 41735 SGD Panel Come-along 91 612257 Screen Bottom Rail = -' 4 619026 3-Track Sill 53 41736 SGD Panel Come-along Coyer 92 612258 Screen Side Rail-Lockstile 5 619027 4-Track Head/Jamb 55 71698 Dust Plug 93 64344 Screen Astragal 5 A E`0 •:\_� 6 619028 4-Track Sill 56 443115 4 Hale Bumper Stop 94 617349 OXO Screen Astragal Adapter �,�X, '•.,FCORX 7 619009 Frame Screw Cofer 58 619037M Fixed Panel Clip 95 64428 Screen Double Interlock /�`SS/ONAL ` B 619031 Anchor Plate 59 7169BG Bill Plug 96 617347A Screen Bug Flap A.LWN M1at!LA,P.E. 9 619007 Track Insert 61 78X38PPTX #8 x 3/8"Ph.Pn.TEK Screw 97 41818K Screen Keeper Spacer Set REX 56705 10 619029M Aluminum Keeper 62 76X34PPSDAX #8 x 314"Fl.Ph.TEK- S.S. 98 720XIX 1/4-20 x 1"S.S. Y 00 m O 11 619036 Bottom Rail Support 63 781PSTX #8 x 1"Quad-S.S.. 99 720X1 12X 1/4-20 x 1-1/2"S.S. co? 12 619008 Outer SIII Cover 64 781PQX #8 x 1"Pn Quad-S.S. 100 71793G Wstp,.270"x.150"-Fin Seal �_ Qr) 13 619011 Sill Track Cover 65 78X114PHPT410X #8 x 1-1/4"Ph.Pn.TEK 101 7SRAZ Standard Roller U) 14 619039 Box Screen Sill Add-on 66 710X1PPSDAXX #10 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S. U) 16 619012 Outer Screen Track(Standard Screen) 67 710X115PPX #10 x 1-1/2"Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockset W O 16 619038 Bax Screen Head and Jamb Add-on 68 710X2PPX 010 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers I--• Z Uj J 17 619022A SIII Riser-(DP60) 69 710X212PPDAX 910 x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper p W W M 18 619023A Sill Riser-(DP80) 70 712X1121PP #12 x 1-1/2"Ph.Pn.A Standard Screen O T_ ? — 19 619024A SIII Riser-(DP100) 71 Li- GE 7700 Silicone 110 612033 Screen Frame-Top/Bottom Rail o U) (D Q 20 619032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Rall(Latch) Z .- 21 619020 P-Nook 73 71726K Neoprene Setting Block 1"x4"x1/16" 112 612033 Screen Frame-Side Rail 04 f— O_ 24 619014 Reinforcement Cofer 74 Metal Spacer-9/32" 113 617363 OXO Screen Astragal Adapter U1. Q 25 619030 Reinforcement Plate 75 Urethane IG Sealer 114 64853K Vinyl Astragal LL LL Z CO J s 1 26 619017M Top,Bottom and Stile Reinf.(Alum) 76 Silicone-Foam Super Spacer-7116" 115 617356 Screen S91 Adapter M Q _ z 27 19046 Top,Bottom and Stile Reinf.(Comp.) 77 Hot-melt Butyl 116I 6FP95K Bug Flap 28 619018M Interlock.300 Reinforcement 78 619010 1-1/16"Beveled Bead 117 7R42DK Rhet p H Z 29 619013M Interlock.400 Reinforcement 79 619015 1-1/16"Ogee Bead118 74X1PA f14 x 1"Ph.Pn.SMS o �= Q D 30 619019M Astragal Reinforcement 80 619016 1-3/16"Ogee Bead 119 7BX112PSATS #8 x 1-1/2"Ph.Pn.SMS A Z .— LL N 31 619035 Reinforcement Plate 82 62139 Ogee Vinyl Muntin 120 41703N Screw Boss BushingmO O 35 619005 Interlock Adaptor 83 63609 Insulated Glass Munlin-Horizontal 121 712027 Comer Key Wheel Assy.(Standard) $ cl� J Z 36 619008 Astragal Add-on 84 4CONN I.G.Intersection 122 712027SS Corner Key Wheel Assy.(S.S.w/bearing) a{ -4 [0 > 37 619004 Panel Stile,Top/Bottom Rall 85 7558K I.G.Gridlock Clip-7116" 123 1 41805K Screen Handle 40 718609 .187 x.280 Finseal(Stile) 86 7560K LG.Gridlock Clip-5/16" 124 41806 Screen Handle Slide 41 71695K 1-112"x 1"x 3/4"Fin Seal Dust Plug 125 704/6B Screen Latch Assy. 42 419041 Interlock Clip Cover 126 7SNKPN Screen Keeper 43 78153X Tandem S.S.RollerAssy. 127 61693K Serrated Screen Spline-.145" 44 78153N Tandem Nylon Roller Assy. 128 61692K Screen Spline-.165" o{ o ao 45 619043 P-hook Reinforcement Plate 129 61694K Screen Spline-.150" �z z 46 710X125FPSDX #10 x 1-1/4"FI PH SMS 130 61816C20 Screen Cloth NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. %kDDUCTksvmD ,e.vv1yhg WM tta r—ft AtegY...X• 6+plmtk. I�mul Qa " r2P2T STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE K L D A M P _ 8 M 1P2T M 6P3T R P xxxx D K X X OX%)0(O C M DS M P R A L D xO °X ° F e S D K T M 6P3T M .. A 2P2T 3P2T P R XX o SO G O& ... M A %X XXXX OXO ... OXO B F F LSO e o K 3P3T B M F F B P 3P27 _H NOT AVAILABLE 6P4T R M A XXX XXX XXX D K B F OXXX%%XO F a A R 4P4T B e F P F L D B 3P3T M Ds S0 ^ A hl XXX OXX 8P4T � A � XXXX XXXA .. A 6...M1.w.C7II...M•...C3 f.IwY� K 2P2T D a F...., .. XX LL'� 3P3T PsD A hi 4P2T B F t5� x%O XXX L D 4P2T R — P.... NOTAVAILABLE a F oxxo D M 6P3T B P g G M L � 4P2T t000^I � '9--A_r�# NornvaLABLE xxxxxx tAfTpUC7 k GVikpA F M coNiliytcf7 aY916e fMrifl3 B puY(oly Cadt ,..- ° ...• B F KU fiP4T 4P4T ° B F F Arr�riury no �r'1?f•G1 J J B .. F � C M F,>apiMdo/n lMk J t+lJf[,rr XX)OOO:XX 71y I f o-F� •IJP;.{1L M A U R6irl Dadr tt+iW ca+,i Mos ,�,SM,.,r3 SEf„„°,.�.w.SDp p...«w»A NOTES %xXX Xppt 7)MAXIMUM OF(6)EIGHT PANELS UP TO 96'FRAME HEIGHT. ° K 2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME B F HEIGHTS OVER 96'AND UP TO 120'. aF 3)MAXIMUM DOOR FRAME WIDTH(EXCLUDING POCKETS IF 4P41 P R APPLICABLE)IS LIMITED TO 467-11116. J J M A U U Ds 5 i!1 t t t i 77 RadsedBy. Data.- Rovt+bn: .,.^.c1�s.w,......,,a xxxo OXa 4 �:`�*0, \�EN3F •.,FP '�� J.J. 10/11/11 FBC 2010 CODE F L ° P R L ° INTERIOR Ncl.l 5gT05 `K �� RovkooBy: Data RaNsba 5P3r R e P _x: ND• J.R. 11/05/13 N/A THIS SHEE OXX%O SCREEN L No EXTERIOR � $ OXXXO D L NO D �.,� .�� ® A�N f'LE CONFIGS AND PANEL NAMES RDOSOWSK! F A Ni a "•f1 STA'L F •\� 1070 TECHNOLOGY DRIVE Trio: Defe: 5P3T M A %Q7c `•.FtoRSOP'�yC?: N,vENrc, Fc3t2Te VINYL SGD INSTALLATION GUIDELINES 11!18/10 SCNO REEN SCREEN /7 j iSs''�ON R`„ �'� P.O.BOX 1629 XXXXX XX%13C 7r7r�/ 1tip NOKOMt$,Ft 34?T4 sm. � srek: Shooe Draw7nj Na. Rar. A.LYNt�L56705,p.E. CkRr.OFAUTH.#20296 570/2770 NTS 12 OF 13 MD-SGD570-01 B P.E!#5&705 SINGLE DOUBLE P FIXED F SINGLE SINGLE C ASTRAGAL INTERLOCK —� LOCKSTILE INTERLOCK INTERLOCK INTERLOCK DOUBLE R FIXED SINGLE H SINGLE SINGLE M LOCKSTILE I� rC� INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK (] � T ASTRAGAL FIXED K SINGLE LOCKSTILE J LOCKSTILE ASTRAGAL (BOX OUT) OUT LOCKSTILE INTERLOCK SD SINGLE DOUBLE ASTRAGAL FIXED U ASTRAGAL INTERLOCK INTERLOCK (BOX IN) IN LOCKSTILE (BOX OUT) OUTam==7> LOCKSTILE A DOUBLE LOCKSTILE S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE INTERLOCK (BOX OUT) LOCKSTILE OUT (BOX IN) IN U ASTRAGAL d LOCKSTILE S FIXED ASTRAGAL SINGLE (BOX IN) LOCKSTILE IN A INTERLOCK Cn:= LOCKSTILE DS DOUBLE F-1 SINGLE INTERLOCK INTERLOCK SINGLE ASTRAGAL SINGLE (BOX OUT) INTERLOCK OUT D LOCKSTILE4INTERLOCK Nores 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2-4 FOR ANCHOR r"Bucirkav"a LRASTRAGAL SINGLE J ASTRAGAL 3)SEE TABLES LOCATION&SPACING. YfNwlfh l��fr°rktr. OUT INTERLOCK LOCKSTILE OUT REQUIREMENTS.4 FOR REINFORCEMENT A i ad^gao (BOX OUT) (BOX OUT) 4)CONTINUOUS ANCHOR PLATE,ITEM N8, Bfpitalk° LIM* 7,,/ LOCAT ONS.IS REQUIRED',TALL FRAME ANCHOR N ASTRAGAL SINGLE a� LOCKSTILE ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN c SINGLE ASTRAGAL (BOX IN) INTERLOCK IN `\\`goo 1YNNIdf� RafWpr.. Dr.. RaNsbn: 4 ` \��,• ��cel sF •.�' J.J. 10/11/11 FBC 2010 CODE B SINGLE SINGLE INTERIOR � :` R°"Sedgy Da1oi R°"s°"` N°5$705 J.R. 11/05/13 N/A THIS SHEE INTERLOCK INTERLOCK — - j ® Daaarpa.- D snn By. EXTERIOR a . y }ty PANEL TYPES J ROSOWSKI •'•.FLORIOP;•'•���� 1070N.VENICE,FL 3427GY 6 71tb: Dare: SINGLE , F VINYL SGD INSTALLATION GUIDELINES 11/18/10 M LOCKSTILE INTERLOCK �''�SS/�ONAL `� NOKOMIS FL 34274sates,aaa,; spa, snooc D�»m,Na R°,- A.LYNN IAILL�R,P.E. P.E.q 68705 CERT.OFAUTH./Y19296 570/2770 NTS 13 OF 13 MD-SGD570-01 B Florida Building Code Online Page 1 of 2 s tarda DoFaf ff;e;�4 BCIS Home 7t Log In f User Registration Hot Topics ; Submit Surcharge j Stats&Facts p Publications FBC Staff k BCIS Site Map ; Links Search Businesjc{-��� Professional Yl Pro User t Approval USER:Publi Regulation In Product Approval Menu>Product or Application Search>A7:7 Detail FL#Application Type Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived" G Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email (iii Category Subcategory ior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE W Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2009 ASTM E-1996 2012 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsZzB 6Yv%2b... 6/18/2015 Florida Building Code Online Page 2 of 2 Date Submitted 10/09/2013 Date Validated 10/14/2013 Date Pending FBC Approval Date Approved 10/21/2013 Date Revised 06/11/2015 Summary of Products FL# Model,Number or Name Description 331.1 CD-290 Aluminum Hinged Door Limits of Use Certification AgencyCertificate Approved for use in HVHZ:No FL331 R10 C CAC Certifications Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/21/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R10 II CD-290B.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL331 R10 AE Prod Eval-SHD 290.1)df Created by Independent Third Party: No 331.2 FD 455 Vinyl French Door&Sidelite/Transom Limits of Certification Agency Certificate Approved for use in HVHZ: No FL331 R10 C CAC Certification FD-455 Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/21/2017 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R10 II FD-455A.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL331 R10 AE Eng Eval FD-455.Ddf Created by Independent Third Party: No 331.3 FD-555 Vinyl French Door&Side]ite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL331 R10 C CAC Certification FD-555 II Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/21/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R10 II FD-555A.Ddf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R10 AE Eng Eval FD-555.Ddf Created by Independent Third Party: No Back FNext Contact Us::1940 North Monroe Street.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 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: = ® 99 Em setvritt:+tsrrruc7^ http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsZzB 6Yv°/g2b... 611812015 EXAMPLE CONFIGURATIONS 40" MAX. 38 314"40" f�-+ I MAX. 76"MAX. --� „TYP' MULL 1"MULLl""MU YR --«-IH,-3 "-�I TL �a-- 37.9176' j( 3&3!4' I 1(`Jy(J�% -�iFFF••��� WIDTH�B I (AMAX. f 93.718" HEIGHT /f MAX.SLAB (ALL DOOR • J/f HEIGHT CONFIGS.) \ 7' \ a s X XX OIX(SHOWN)OR XIO ONO LU co Y TYP.DOOR SLAB raa (W)DE STILES AND WIDE RAILS (NARROW STILES AND WIDE > z_ - SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) Q � 0 DETA}t 40-MAX. _ 40'MAX. 40'MAX. _ 38-314" } V alo0 O HORIZONTAL ..J_.,._�..,.I MAX (.D N in HEET# I TYP. NP' MULLION 7 I Om C q T•--- LENGTH J N, p �5 d Z LL to LL vxnsp LL 40" i 40" U(W) X S o 76-MAX MAX. 1'� MAX �.Ii 1 W O 2 rN MULL(X2) � TYP. 98-7J8 MAX. 106.71. I MAX I / o W 0 O � t AX. MAX. ! -- I•-- 1"MULL // OOoto oto � z a z °' Z0Z �• •\ MAX. MAX. 7"MULL O laav5 HEIGHT / / HEIGHT ® 0 f \ - OR WIDTH f/ OR WIDTH 96"MAX. 0 LL VERTICAL Il/ 11/ / z Q Z MULLION /Jjj /JJj Q UI O nloa� LENGTH o u- J T � F � \ f `\ allll •osa0 sass L \ OIXXIO SINGLE 0 SINGLE O 010(ADDITIONAL MULLED (WIDE STILES AND WIDE (_\nOE STILES AND WIDE (NARROW STILES AND NARROW LITES ALLOWED) �� �K •••••.ttF,p �% RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITESI RAILS SHOWN ON SIDELITES) (WIDE STILES AND NARROW 0/0 WITH O/X WITH `��,j0.•�tiGE.NSE r RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL MULLION MULLION o 5azD5 (WIDE STILES AND (NARROW STILES - - NOTES: WIDE RAILS SHOWN AND NARROW = d - 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. ON SIDELITE& RAILS SHOWN ON 2)MULLIONS SHOWN ARE STANDARD I'FRENCH DOOR MULLIONS PER THIS NOA. TRANSOM) TRANSOM) six E F '•' � 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. �%�O.f`' FLORN •r1� 4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. �r�FS3/ON P. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT7TR OR MULLED ASSEMBLY. 6)ADDITIONAL CONFIGURATIONS USING THE 1"FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABA.LYOVE DRAWINGS AS AL 144�.tc YE'R,F.E. A. A REFERENCE FOR SIZE LIMITATIONS. P.E.0 58705 DOOR,SIDELITE&TRANSOM GLAZING DETAILS 719'NOM 71W NOM GLASS STACK GLASS STACK I w > 0 518-AIRSPACE —118'TEMPERED GLASS 112"AIRSPACE •-311V TEMPERED GLASS 0 c"I cr) o Z LL U)u- w a«o1Q LL 118"TEMPERED GLASS,. 3116'TEMPERED GLASS I =L — - — U L) x 0 6 w 2 0 2 10 F-Ill w 0 C sea ZT AV 27 W > IT 0 �r —i GLASS BITE GLASS WE Z' U) 3 0 U- z < EXTERIOR /Ly EXTERIOR 0 39 40 42 39 40 a 0 41 41 7: 41z (L) 16 Z L w GLASS TYPE I GLASS TYPE 2 a —1 z LL r it LYNN Al No,58705 ro 9, 55— 0 STAT 0 % ............ t"IONN— looll0l" A.LYNN MILLER,A.E. P.E."58705 Short Side(in) ol 0 N w 9 0 Sp NN0�2 T T �14-1 .0 O Z P 0 ppyy Anchor � 'm T C m 6 K cn h Group A m fn T Anchor Groups B Ti ---------- Anchor Group A M M Anchor Groups S-D m 2 Anchor 0 z C. U Group A w go II C/) Anchor r-;�i i a Groups 9-0 m m ----------------------- T-4 Anchor lGroup A I --------------- 09. m 2Anchor0;i� 4a P ;o mmmm (A P Anchor z Z. Group A z in m 0 tn:�X- - X- 0" xm,;Uc)m Anchor LD 0 0 UN UN UN UN AN m 0 m T,mm x P Anchor B-D zi Anchor Group A -5 ivcf) Anchor 0 > 6 00a T0 F- Z8 mo, 0 Groups B-D P Anchor A�N8, G Group A rn Anchor 10 z Groups Anchor >> ;mo Group A (In Anchor Groups B d �`�t M�itt�t mmUSIUUmUmUUVVNDDI I NNNNNNNNNNNNNNNl i rmUmUmUUUmUUVVU j)111rNNNNNNNNNNNNNNr_��mUVUVmUUmUUVU'�NNNNNNNNNNNNN VUVmUVmmUUNUm NNNNNNNNNNNNNN UVmmmVUmmUUUmU NNNNNNNNNNNNN mUDUmmUaUUUNUINNNNNNNNNNNN Anchor Group A > Z m I> NgZ 0 A m I m r ------------- IIII nchor 0 -L m Group A ------ ------- 0-ii al Anchor X 9mo :rm -1 #Groups B-D AD w(n nchor w m 22 4:rn m 0 -0-0 0 UK Group A z Dm 0 Anchor 0 Groups 13-D 0 M�m m so m nchor 1-1-+1+1 Group A Anchor u, Groups 8-0 Anchor GmupA >1 0 Anchor S >- .9 S;0-Z -r.Ma m 1 +1 Groups B-D cn:6 O:E 0 ;;�-0 >-2* Anchor NZ z Group A Xzm 'T 0 c: 'z- Anchor Group 8 M0 Anchor Groups C-O 00 m m Anchor _C > m 2 T Group A z U LA C a. ... Anchor Oa to Groups a-r) 8 m - Ancho 0 1 Group A m 0 ol 2 ;U In m Anchor Groups B-D 1070 TECHNOLOGY DRIVE Rev 3 R11 2 R.,I N.VENICE,FL 34276 U111U,A nchor Groups B-0 A 0j;.1 P.O.BOX 1529 NOKOMIS,FL 34274 m :0 > Z CE-OF AUTH.#29226 (941)-480-1600 VINYL FRENCH D 517/13 DOOR AND SLTfTR m SLTfTR ANCHOR QUANTITIES al J ROSOWSKI �rrFRllt I FD-455 1-6 1 NTS 50FI1 FPA-455.1 it J'�j TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE 114" DISTANCE PER SUBSTRATE, OPTION 4 MAX 10 1B SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL. ~ R EDGE 16 1 ANCHOR PER HINGE BE I 1 DISTANCE THROUGH SUBSTRATE..MIN. IIIf� 1 #10 FLATHEAD SMS WITH • �- MIN.3THREADS BEYOND DOOR 67 METAL SUBSTRATE. �lI VISIBLE LIGHT TYP.ANCHOR 33 29 71 $ I WIDTH(DLO) �7 TYPE,EMBEDMENT v \ AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 1. i RIOR 3 35 72 V EXTERIOR 48 1'FRENCH DOOR MULLION 70 47 ,z•' 1g 20 28 DETAIL D APPROVED MULLION(SEE SEPERATE APPROVAL), Q ALUMINUM,STEEL FRAMING W Y DETAIL E OR STEEL STUD.SEE � as INSTALLATION OPTION 3iz SUBSTRATE PROPERTIES, Of ' DOOR FRAME WIDTH TABLE B,THIS SHEET an O INSTALLATION ANCHORS THROUGH }^ ^ alo0 O U) IX BUCKSTRIP INTO MASONRY. U' 04 C,4 D= m cl)) EMBEDMENT ��—�-I 114 TYP.ANCHOR TYPE, Z LL h LL C) Mo•D LL �— MAX EMBEDMENTAND =LLI •• EDGE DISTANCE PER 18 U U x O EDGE SHIM 23 SUBSTRATE,SEE 1D W Z O fY 'oN DISTANCE • TABLE 1,SHEET 1. .` o W m O nua n> Op C 1s �z Q-z t p O TYP.ANCHOR LL2 TYPE, O 29 EMBEDMENT 33 41 29 Of O rn Olaa4'` AND EDGE — `J \ ® m DISTANCE a N c) PER = = Z Z SUBSTRATE, j O O SEE TABLE 1, LL w Q alas SHEET 1. O W u) CONCRETElCMU ••• w } PERANCHOR 35 EXTERIOR g5 EXTERIOR O Z 1 y a11U '�sa0 sauas REQUIREMENT 1X WOOD DETAIL�F V BUCKSTRIP, \\ // THIS SHEET. SIDELITEITRANSOM FRAME WIDTH SEE NOTE 2. 18 ``����QNV LYNN�fil DETAIL�G `.• \IGENSF''•�FP No.58705 INSTALLATION NOTES: _ 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON •'• ) `I ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. S 0STATE F !/✓�� 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO '•.jO<ORIOP,.•' N � MASONRY.WOOD BUCKS DEPICTED AS'2X"ARE 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE �i ClS '• ••••' C� AUTHORITY HAVING JURISDICTION. 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. CONAL 1'? 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E. P.ES 58705 INSTALLATION OPTION 3 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE 2X WO DISTANCE CONCRETE BUCKSTRIP C4 /,-036 16 PER ANCHOR OR FRAMING, EMBEDMENT SEE NOTEEMBEDMENT REQUIREMENT ;' THIS SHEET t 1 IF, IXWCOD 1X WOOD BUCKSTRIP,SEE BUCKSTRIP,SEE NOTE 2,THIS SHEET. NOTE 2,THIS SHEET. 17 SHIM 25 0 18 18 TYP.ANCHOR TYP.ANCHOR TYPE,EMBEDMENT TYPE,EMBEDMENT 16 AND EDGE AND EDGE DISTANCE PER DISTANCE PER TYP SUBSTRATE.SEE SUBSTRATE,SEE BE TYPE,. 35 E.EMBEDMENT TABLE 1,SHEET 1. TABLE 1.SHEET 1. AND EDGE LU DISTANCE PER co SUBSTRATE SEE TABLE 1,SHEET 1. U) I 0 IDDETAILr-to Lo N C14 oll DETAILnK _33 oj-C'J) LL EXTERIOR IN CD LL 'o LL (o 0() x SIDELITE! W- 0 0c nN Lu c�D tz DAIG TRANSOM 0> i WINDOW FRAME Cl VISIBLE LIGHT DOOR VISIBLE LIGHT HEIGHT 0:z fn DETAILLH HEIGHT(DLO) HEIGHT(DLO) 0 co 41 DOOR 0 T.--q 5 33 FRAME (D g o — HEIGHT v 0 " f2 :E Z Z EXTERIOR 0 0 Z F_ "I'S INSTALLATION NOTES: Uj < it C! WL _j m 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR DETAIL(J) DETAILnL L _j Lo w TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCEz co 0 LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON INSTALLATION TYP.ANCHOR TYPE,EMBEDMENT z LL ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. OPTION 2 AND EDGEapt asap saua5 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'IX'.ARE INSTALLATION DISTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112*.IX INSTALLATION ANCHORSDIRECTLY 29 SUBSTRATE,SEE LYNN Ajl�'1111 WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION I TYP,ANCHOR INTO MASONRY, TABLE 1, SEE. XX CeNS6 '2X'ARE TION ANCHORS ASONRY, DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS INSTALLATION TYPE,EMBEDMENT 1-112'TH CK OR GREATER.INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. AND EDGE 1/4'MAX.SHIM OR z- ll�/' I JA I d OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 3 APPROVED BY THE AUTHORITY HAVING JURISDICTION. DISTANCE .4 KSI NOW SHRINK. 58105 SUBSTRATE,SEE NON-METALLIC 2 TABLE 1.SHEET 1. GROUT-FULL z 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 0 LENGTH -3 u SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE STA f 114*MAX.SHIM FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH,;-:— ;15� " o . PLOSO ........... SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE EMBEDMENT EMBEDMENT SYSTEM. C-- D ANCHOR 4t 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, 7X WOOD BUCKSTRIP CONCRETE PER t k ttt OR FRAMING,SEE REQUIREMENT NOTE 2,THIS SHEET A.LYNN MILLER*P.E. EDGE DISTANCE EDGE DISTANCE REA 58705 4.565' 4.922• I I �- 2281' 3.925' � .582• Q Ota I TLLLsss"' .500" 1 075' ,I ❑ 1.4I 7^�ms Lf-- M ,312' -� 1.750' 1.000" 0MU�1�5' 1 O SIDELITE ADAPTER OFRAME HEAD&JAMB O FRAME SILL O PANEL RAIL&STILE #20003,Rigid PVC #20000,Cellular PVC 2 #20001,Rigid PVC 3 #20002,Cellular PVC 3.079' .182' �-+- 1.503' rl 2.48-- J a` 1.097' a 1.500' �-I 2.146" -►I .761' 374' > .276• TIIIp .060' - 3.564' I j .100' - 4.561' .080' - 3.518' � O .080' -� .080' - - 3.916• L]u� co 3.510' 3.518• .080' C7 N a1, O In In N D' -"I t.07s O W uN'1 Ui m,a a I I HINGE STILE L -� W-W O� o oN 5 .886" 1.075" 1.075' 1.075' 1.000" - 0 D M O 9x0 REINFORCEMENT �- �- �I ie #20013,6063-T6 O TOP&BOTTOM RAIL O AN STILE O ACTIVE O INACTIVE 1"FRENCH z a z m � REINFORCEMENT REINFORCEMENT ASTRAGAL ASTRAGAL 10 DOOR MULLION z O 1.994" --� #20014,6063-T6 #20015,6063-T6 #20016,6063-T6 #20017,6063-T6 #20022,6063-T6 ¢ 0 1.258' m 0 O aaos ,.456• �-j-- .975" _L L44�� .060• ' �r- ® c�°ii O 1.359" .962' �r11 II n .375' .773' -►{F+- .062' D U � Z LI�1j-�IJI 610' ��II.343' I �1 .070• -� .640" I rf 1.625 1�1 T LL ZO aln'S INACTIof VE FRAME SCREW ADD-ON 1"MULLION ACTIVE LL U r' 13 ASTRAGAL COVER 16 COVER 17 FIN/FLANGE 18 CAP 19 it O OASTRAGALCOVER w Y #20004,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC #20009,Rigid PVC #20011,Rigid PVC w LL alJ!1 '�sa0 sauas 632 2.285' --I1 - totz �� lszs' Y ILYN/y I .935' �I .050• J v .365' .500• Tom-` .723. .930"[7047t Td .563' �10ENS�Illl -�•-��+- .062' ,191' J -�-{f••.- .os3• _j .050^ J � .Oso• N0.56705 ••'* - 200' SINGLE DOOR ANCHOR THRESHOLD HINGE TRIM 7/8"BEVELED !o 20 ASTRAGAL COVER 22 SILL CAP 23 PLATE 24 CAP 25 DRIP CAP 26 27 %O '. S7A o'r3 O COVER O BEAD - T O#20012,Rigid PVC O#19009,Rigid PVC #19031,6063-T6 O#20020,6063-T6 :T '•F�ORIOP".' O#20021,6063-T6 #20023,Rigid PVC #20024,Rigid PVC ss G\ A.LYNN MILLER.P.E. P.E.#58705 TABLE 10: 55 #I PGT Part# Descripflon Material23 91 DOOR HEAD - DOOR PANEL HEAD 1 2(1000 Docr 8 Sidelite/Fmnsom Mein Freme Cellular PV , 2 20001 Door Frame Sill Rigid PVC 0 8 19 3 20002 Panel Stile 8 Rail Cellular PVC 3a,3b 4 20003 Sidelite Adapter Rigid PVC (� 5 20013 Hinge Stile Reinforcement Alum.,60M.76 6 20014 Parfet Rail Reinforcement Alum.,6063-76 1 7 20015 Panel Stile Reinforcement Alum.,6063-76 28 8 20016 Active Astragal Rigid PVC 1 9 20017 Inactive Astra al Rigid PVC 34 r e 23 101 20022 1"French Ocor Mullion Alum.,6063-16 13 20004 Inactive Astragal Cover Rigid PVC > 3a,3b 16 20007 Screw Cover Rigid PVC 17 20008 Add-on Fin/Flange Rigid PVC 5 18 20009 V Mullion Cap Rigid PVC -" 19 20011 Active Astragal Cover Rigid PVC DOOR / 3 20 20012 Single Door Astragal Cover Rigid PVC 22 20018 Sill Screw Cover Rigid PVC JAMB >� 23 19031 Anchor Plate Alum.,6063-16 24 20020 Threshold Cover Alum.,6063-76 25 20021 DdP Cap Rigid PVC 26 20023 Hinge Trim Cover Rigid PVC 35 67 27 20024 718"Saveted Bead Rigid PVC w 20 Fin Weatherstrip 26 DOOR PANEL K n 29 167113 Frame Weatherstrip HINGE STILE ❑ � N m 31 714FPT410M Frae.to-Wide Slab Scree:#14 X1-1/T PhiL FH Stainless Steel 70 }n .Q. aro0 O vi 32 7S101X Frame-to-Nanow Slab Screw.#10 X 1"Phil.FH Stainless Steel (7 cy N 0 78XIFPT410 Reinforcement Screw.#e X 1"Phil.FH Stainless Steel ,/ DOOR PANEL O C)IT I- 33 Q 34 710X2FPAX Frame Assembly Screw.#10 X2"Phi),FH Stainless Steel LOCK STILE ® O o �'B d 35 714FPT41OXVV W-W Slab AssemblyScrew.#14 X 1.1/2"Phil.FH Stainless Steel �' Z Lr. to LL Q ``"'o o tL 36 78101X N-N Slab Assembly Screw.#10 X 1"Phil.FH Stainless Steel U U X U) o 37 71420X2.25 N-W Slab Assembly Screw.414 X2-1/4"Phil.FH Stainless Steel III 2 O 2 m it •oN 39 DuraSeai Spacer 33 o w m O> 1 1z Okla 40 62689 SuperSpacer ~ O O 41 720026 Setting Block,(Duro.=85+/-5) EPDM ANCHOR INSTALLATION 1 o Z O'Z p 0 LL Backbedding:Dow-995 or GE-7700 Silicone Z m O 43 Argon Gas 71 38 t 00 L < ❑ 44 EHL5140 Hot Melt Butyl Z 47-73 sea Hardware BOM,Table 9,Sheet 12 pa INTERIOR m O Q mous 9020033 inactive Asi Cap Acetal 72 9 ❑ a fn Z 33 ¢ W U aroas t o X w Ix n OOR rn DJAMB 22 29 / yu >- Z ? U Z O LL 3a,315 > U DAYLITE OPENING(DLO)SIZES apg as:0 sauag 24 WHEN USING PART#3:(WIDE RAILS OR STILES) 2 X DOOR FRAME HEIGHT-12.1=DLO HEIGHT SIDEL11 HANSOM 34 ``�.`a��{LYNN 4y�tF��',f X DOOR FRAME WIDTH-12.3=DLO WIDTH ()(XDOOR FRAME HEIGHT 12)-12.1=DLO HEIGHT JAMB MARROW �'Z'.•'�1GEN5�••'• 'P (XX DOOR FRAME WIDTH 12)•11.7=DLO WIDTH SLT/TR FRAME HEIGHT-12.1=DLO HEIGHT FRAME ''`t=' •'' SLT/TR FRAME WIDTH-12.1=DLO WIDTH No.58705 WHEN USING PART#4:(NARROW RAILS OR STILES) • DOOR SLTITR FRAME HEIGHT-4.9=DLO HEIGHT SILL SLT7FR FRAME WIDTH-4.9=DLO WIDTH 'O ('b �_��� - 16 ''� STA C F : SIDELITErrRANSOM 1ii1. �t�SSlRLOR1aL 3a 35 SILL W/WIDE FRAME i,rr11110 �(1 (HEAD SIMILAR) A.LYNN MILLER,P.E. ti✓ P.E.#58705 HARDWARE DETAILS&LOCATIONS 52,55 53,55 47.49 62,63 60 64 68 67 7D-73 / F T- ! •! 5�.54 EQUALLY- SPACED , fi7 / 47-49 •f � r 53-54 EQUALLY- \ o n SPACED -_—� O i z \ Cf \ / W `1 \ \ / o a,a n al°a O U) EQUALLY- \ MAX. 0� N � SPACED \ / O c+s O e a 1 . _�- \\ z LL LL M uMaia LL 1 D ° ILI U C? °� ax 8. MAX. F do O �� oma MAX. 70.73 A 70-73 n� C1 p v "X"CONFIGURATION "XX"CONFIGURATION s1 z n z °' z w `L d tY F- TABLE 11: m 0 W IaavS # PGT Part# Description Material © 0 M 47 666032701 P3000 3PT Rhino Lock(6'8") HINGE DETAIL: _ CO d8 666032702 P3000 3-PT Rhino Lock(o.r 58") '— U Z 49 71032X1FPFX Rhino Lock Screw:10.32 X 1"Phil.FH W 711-11-S W rr CL 52 20027 Adjustable Strike Plate Assembly Stainless Steel o It z IL CL 53 20028 Center Strike Plale Assembly Stainless Steel 0 Cf } 54 7S I01X Strike Plate Screw,(X):4 10 X 1"Phil,FH 410 S.S. 55 78X12PFHUX Strike Plate Screw,044:#8 X 112"Phil,FH 410 S.S. Q > a o 60 7SB1202 Flush Boll(XXj aun 'asap saua5 t 03725 Flush Bolt Rod()X) 4" 12 PXP Flush Bolt Screw:862 420034 Flush Bolt Guice$ 32 X 112"PhD.FH �, 1pCtLYNN�Guide Pin(XX) 10EN8036 Flush Bolt Strike Plate(XX} Stainless Steel 012FPXP Flush Bolt Strike Plafe Screw,(X14:#6 X314"Phil.FH 410S.S. = No.58T05 ades Hand(e/te�er . a aries Dummy HandlelLewr - O G u 70 20025 Butt Hinge Stainless Sleet STT O l U1w� 71 71032X1FPFX Hinge,Stab Screw.#10.32 X 1"Phil FH Stainless Steel 70 0��' ,,p<oaLOM1., G�=` 72 75101X Hinge,Frame Screw.#10 X 1"Phil.FH Stainless Steel S " " '- A.LYNN�rItL>!.ER.P.E. P.EH 59705 Florida Building Code Online Page 1 of 2 floda Leparll!entq BCIS Home ! Log In { User Registration Hot Topics : Submit Surcharge { Stats&Facts { Publications { FBC Staff { BCIS Site Map i Links { Search j Busines ,�) Professi al �r USER:PubIi�AUser pproval Regulation ��►.. ,1�., Product Aooroval Menu>Product or Aoolication Search>Anolication List>Application Detail FL# �FL57901-R9Application Type Code Version \2010 Application Status Approved Comments Archived Q Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Trevor Johnson the Evaluation Report Florida License , PE-65624 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. Ri Validation Checklist-Hardcopy Received Certificate of Independence FL5790 R9 COI CertificationOflndependence.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-1996 2002 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5790 R9 Equiv EguivalentLetter.Ddf Sections from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?parain=wGEVXQwtDgtDmAG7pnms8... 6/18/2015 F16rida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/27/2012 Date Validated 04/27/2012 Date Pending FBC Approval 05/07/2012 Date Approved 06/11/2012 Date Revised 05/01/2015 ummary of Products FL# Model,Number or Name Description 5790.1 58mm Bertha End Retention/Non- Roll Shutter System(includes View Port Option) Retention Roll Shutter System (Non-HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5790 R9 II InstallationInstructions.Ddf Approved for use outside HVHZ:Yes Verified By:Trevor Johnson, P.E. PE-65624 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:This product shall not be installed within High FL5790 R9 AE Evaluation ReDOrt.Ddf Velocity Hurricane Zone.For design loads and spans refer to Created by Independent Third Party: Yes engineered drawings(installation instructions). Back Next Contact Us::1940 North Monroe Street.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 Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: rzg in SCCllnCyhlliYFt IC:S' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pnms8... 6/18/2015 GENERAL NOTES:, 1. TKJ ENGINEERING:LLC.HAS:NO CONTROL OF THE MANUFACTURINC-PERFOP,MNNCE,OR INSTALLATION'OF'TH6:PRODUCT.THESE.G61tRIC PLANS EVALUATION BASED ON: u, WERE ENGINEERED.IN ACCORDANCE WITH ACCEPTED ENGINEERING-PRACTICES AND.TEST DATA PROVIDED BY THE MANUFACTURER. FENESTRATION TESTING-LABORATORY,INC. GSc B 2: THE ROLL-UP SHUTTERS SHOWN ON THIS PRODUCT EVALUATION.DOCUMENTDATE:DECEMBER 1,20HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA LABORATORY .20 05 . 66 2-3' BUILDING CODE.(FBC);AND*THE 2009'INTERNATIONAL BUILDING CODE(IDC):THESE,ROLL,-UP SHUTTERS SHALL NOT BE INSTALLED IN HIGH REPORTS VELOCITY HURRICANE ZONE(MAAII-OAOE COUNTYJRROWARD,COUNTY).ROLL-UP SHUTTERS INSTALLED IN WIND'ZONE 4(SEE RIC SECTION NILE NUMBER 05-476 � 1609.7:2.4),OR.ESSENTIAL FACILITIES SHALL MEET THE MINIMUM SEPARATION TO CLASS.DESIGN MIND LOADS.SHALL BE DETERMINED AS PER TESTING PROTOCOL-E330,E1B86'.& � SECTION 1609 OF THE.ABOVE REFERENCED CODES;IN ACCORDANCE WITH'ASCE 7,AND FOR A.fiASIC-WIND.SPEED AS REQUIRED BY THE E7996-02 JURISDIGTIONI.WHERE"THE ROLL''-UP SHUTTERS WILL.SE.INSTALLED.THE ROLL-,UP:SHUTTERS AOEOUACY,FOR IMPACT.DEFLECTION,AND FATIGUE•, MAXIMUM WIDTH TESTED=120` RE5ISTANCE'HAS BEEN VERIFIED IN ACCORDANCE YTIH.SECTION 1609:1:2 OF'THE ABOVE REEERENCED.000ES:AND AS PER ASTM E330,E1886& DESIGN PRESSURE-='140:0 PSF E1996.AND TAS 201 ATLABORATORY. 'FENESTRATION TESTING INC.AND;AMERICAN TEST LAB OF SOUTHFLORIDA PER THEIR REPORTS(SEE UST OFREPORIS).' LABORATORY No. 4744 DATE NOVEMBER 14,2005. 3. LILIITATIONS OF-USE:' REPORT VNO.4 FILE NUMBER OS-418 A. THIS;PRODUCT SHALL NOT BE USED IN:HIGH VELOCITY HURRICANE 20NE5'(PER FBG),, TESTING PROTOCOL E330,E1986 C1996-02 & B: THIS PRORLICT IS QUALIFIED AS'NON POROUS'THEREFORE CLAS$.SEPARATION I5.NOT REQUIRED EXCEPT FOR.THE FOLLOWING LOCATIONS. MAXIMUM WIDTH TESTED=97` s � A ESSEy1LAL FACNTIES AS DEFINED IN ASCE 7-Y0 :DESIGN PRESSURE.-;45PSF 11�2-6 LABORATORY No. 4740: 'x°. IN WIND ZONE 4 WHERE.THE SPECIFYING AUTHORITYRASSPECIFIED OPTIONAL ADDITIONAL PAS5/FAIL CRITERIA IN ACCORDANCE WITH DATE;NOVEMBER 14;2.005 ASTM E7996 09 5SECTIPN 7.2 WIND ZONE 4 AS DEFINED IN ASTM E1996 WITH MODIFICATION BY THE FBC SECTION 1609.1.2.4 REPORT NO 3 }:gt (LOCATICNS.WITH BASIC WIND SPEED GREATER THM*160.MP,H): FILE NUMBER 05-418 2 TESTING PROTOCOL'E330,EIIIII..2 �•U'� INSTALLATION IN THESE LOCATIONS SHALL MEET THE MINIMUM SEPARATION TO CLASS`_TABLTO ES ON,SHEET 9.'THE SEPARATION GLA$S',FAY BE' E.1996-02 ';§ REDUCED BY USINO.STORM BARS ON SHEETS'18 TO.22' MAXIMUM WIDTH:TESTED-120' u DESIGN PRESSURE:.23 PSF P:mw i INSTALLATION WITH 1NTERMEDI4TE,•END,AND CORNER,MUWONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR,USE VATM THIS TYPE OF -SHUTTER,SYSTEM. LABORATORY 7. 4644 DATE JUNE 17,'2005 � D. INSTALLATIONS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE STRESS;QESIGN(ASD)DESIGN-RATINGS':AND Max!MUM SU'E UH{N5.8CLOW., REPORT NO 2 SLAT SPA!{, ULTIMATE'DESIGN WINO LOADS DETERMINED.,.BY THE FBO,AND A5CE 7-10 SHALL BE REDUCED TO ASD,BY MULTIPLYING OLB(SEE FBC;'SECHON' F1lE"NUMBER 05-418 '7609:1:23)1 TESTING PROTOCOL"E330;E1886-012& x. E1996 02 'TYPICAL SINGLE:UNIT ELEVATION 38 PSF MAR PRESSURE®278'.MAX WIDTH MAXIMUM WIDTH TESTED-281" Q .SRNGTESPAN UNIT INSTALLATION-N.TJ1 140 PSF MAX PRESSURE O 98 E MAX WIDTH DESIGN PRESSURE 60.PSf tc- •SEE TABLES ON SHEETS 7 THROUGH 22.' LABORATORY No:4596 E; IMPACT LEVEL.D.9-1/j LB LARGE MISSILE IMPACT: DATE APRIL 29:2005 ._ REPORT NO 1 H F..ANCHORING OR LOA DINC.CONDITC.4S OTHER THAN THOSE SHOWN IN THESE DETAILS ME NOT11I THIS APPROVAL FILE NUMBER 05-418 1= TESTING PROTOCOL E330:E1B86702'.& E1996-02 2.3• 4- R SHALL BE THE.RESPONSIBILTTY OF THE CONTRACTOR TO VERIFY'THAT THE EXISTING STRUCTURE 15 DESIGNED TO SUPPORT TME LOADS FROM MAXIMUM A16TH TESTED 2925' g DESIGN PRESSURE 80.PSF. THE SHUTTER SYSTEM AND PRODUCT S..ALUATIO STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL 9E EVAtUATEO AS A'SINE-SPECIFIC PROJECT.SEE NOTE�4 OF PRODUCT-EVALUATIONNOTES. �� � LABORATORY N 2760 d. DATE AUGUST:-31.;2000 7y=SEE TABLE$rON SHEET 9(EITHER DIRECTION) REPORT NO,309 FILE,NUMBER 00-256 Tam SEE TABLES.ON SHEEP 9- TESTING PROTOCOL 2019 STORAX BARS TESTED: 19, 9=2 2x201 1 2.30�0, T 2x4a1/8 2x4;,1/4 Ty SEE,TABLES ON SHEET 9(EITHER DIRECTION) AMERICAN TESTING LAN OF SOUTH FLORIDA, INC. Lig END-PETENITON TRACHS NDN RETENDON'TRACKS .N -5. ALL ALUMINUTA EXTRUSIONS SHALL 6E 6063-T6.ALlOY(UN7ESS:OTHERWISE NOTEp O[i:CAN BE REPLACED'NRH:6061-T6 ALID'(J. LABORATORY No 092801 09 J ll A mi DATE FEBRUARY 2 2010 6 SHUTTERS MAY.BE MOTOR.TAPE PULLEY;OR'GEAR DRIVEN, CERHFTCATION No,*9-0203.02 OI z"6 TESTING PROTOCOL E330702,E1886.-05 .0 2 &,.E1996-65 7. SHUTTER MANUFACTURE'S LABELS SHALL BE IN ACCORDANCE WITH SECTION 1715.8 OF THE FLORIDA BUILDING 000E. •DCI u MAXIMUM PTDTM TESTED.204`&120' �S PRODUCT EV 1UATION NOTFs• DESIGN PRESSURE.n'62.PSF k;100 PSFcn ,T. THIS PRODUCT EVALUATION;DOCUMENT(P,E.O.'PREPARED BY THIS ENGINEER IS;GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE •Cg11 d SPECIFIC PRO]ECT;I,E WHERE THE SIT CONDITIONS DEVIATE FROM THE P.E..D, W 3$ n .2. CONTRACTCR;SHALL BE RESPONSIBLE FOR THE SELECTION,PURCHASE-AND INSTALLATION OF THIS PRODUCT BASED ON THIS.PRODUCT.EVALUATION PROVIDED AND SHgLL;NOT DEVIATE'FROM THE CONDITIONS.DETAILEO ON THIS DOCUMENT. TL W g 1 �- SLAT•SPAN --« SLAT SPAN --- 1-•-SLAT SPAN --� .SI THIS PRODUCT EVALUATION:DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ,```AAT 7 4. SITE SPECIFIC PROJECTS.SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF OR ' ���` •' �'�• �i RECORD(EOR.)FTHE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.THE ENGINEER Of RECORD.ACTING, qf�•' 9 AS A.DELEGATED ENGINEER TO THE P.E.D.ENGINEER.SHALL SUBMIT SITE SPECIFIC DRAWINGS FOR.REVIEW, TYPICAL MULTIPLE UNIT ELEVATION _z:�•.q g �', INTERMEDIATE MULLION REQUIRED FOR INSTALLATION•NTS. ANCHOR.Nlr�SIENId NOTES ' = 1p +.ay �r� i. ALL FASTENERS SHALLBE CORROSION RESISTANT COATED CARBON STEEL A5.PER DIN 50018 OR.STAINLESS:STEEL 304 OR 316 SERIES WITH.50 KSI YIELD'POINT AND 90.KSI ULTIMATE'TENSILE STRENGTH. {{ .2. NO:-EMBEDMENT INTO NON-STRUCTURAL COMPONENTS SUCH AS,STUCCO.TIL£,SIDING.ETC.SHALL BE CONSIDERED ASfPPRT OF THE EMBEDMENT. y •, $hr 3. THE ANCHOR SPACING AND.DESIGN PRESSURES.NNE VAUD FOR EDGE DISTANCES AND MINIMUM EMBEDMENT SHOWN ON.SHEET 9.THE MINIMUM iA d'j •• . EDGE DISTANCE FOR,.THE'1/4-14&5%18=24 ORIL-FLEX.,SCREW IS 1/2'AND SHALL BE ATTACHED TO 6063-T6 ALUMINUM'OR,A36 STEEE(OR' p BETTER). A... F111F LLTT t� EXISTING STRUCTURE OYP) '^ —CONCRETE,FILLED CMV,HOLLOW CMU, TIMBER,PLUMINUM,OR STEEL ! 9 4. 4 .•• . . f,•• 9 3 -�•• •7. G - ! 5/16'0 74PCON®12'O.C:(TYP) 6111LD-OUI'HEADER s (OPTIONAL) I SELF-TAPPING ,Q SMS 0 12'O.C.(TV)- a. � SHUTTER HOUSING ',�• 5/16"0 TAPCON, �� N J/8 -VANCHOR, n 1/4-14 SCREWS..OR 5/16-24.SCREWS'(r1P.) SLAT,LOCK END CONNECTOR 1/4"MAX 1/4'm TP_PCON 1/4' (SEE TRACK MOUNT TABLES EVERY.OTHER SLAT AT EACH ENO 8 D.C. yfn ON SHEETS,10& 11 FORS 5/8`Q ACCESS HOLE _ 5/810,ACCESS HOLE SPACING) 1/4'MIN 'I/4a a,O.c �. ®8'O.C,; NON-RETENTION SEAT NON-RETENTION.SLAT l 0 0 5/8"0 OR 13/,16`0' _ (SEE SLAT PERFORMANCE TABLE (SEE SLAT PERFORMANCE TABLE .J B K ACCESS H0L SHOWN ON SHEET 7 FOR3'TRACK) ''ON SHEET 7FORs4'TRACK) OPEN FACE TRACK, .4. /-WALL MOUNT (OPTION 1A) WALL MOUNT (OPTION 1B) nWALL MOUNT (OPTION IQ 3,l)4"EN6RETENTiDIi TRFCK•N.T.S. n '3'NON RETBTTION.TRACK N.TS n 4'NON•RETENTION TRACK N.T$.' + STAGGERED STACGEREO p� K o ma� • 4.. •a•,:},„d ,'I^' Wim'" ,i•' z: •e .1 4 �: 58MM SWT J _ V SIDE RAIL/TRACK _ 5/16'0 TAP 1111. 5/78.0 TAPCON, - C 'ANCHOR, 3/90'ANCHOR. VERTICAL BUILD-OUT 1/�-4 SCREW,OR 1'w4" \_ 1 4-14 SCREW;OR 'I wJ" .OPTIONAL STAGGERED (OPTIONAL) 2'x4" OPTIONAL STAGGERED / ' g/ie4-1 SCREW SCREW. 3•z4• ATTACHMENT 5/16-2d:SCREW(lYP) 2 w3' :ATTACHMENT ) (SEE 4'BUILD-OUT TABLES ON (SEE S'BIULD-OUT TABLE5gN 3'i3' C 0 4.'z4' SHEETS 12'&.13 FOR'SPACING) I/8 TOR 1/4'WALL THICKNESS '� �{ SHEETS 11 & 12 FOR SPACING (SEE TRACK MOUNT TABLES ONC ;c END-RETENTION SHEET 11 FOR THICKNESS) 1/4`P SELF-TAPPING SMS(TTP) W ye TRACK SHOWN END-RfTFN710N 1/6'OR 1/4•WALL THICKNESS OPEN FACE ARO TRACK.SHOVlN SEE TRACK.MOUNT TABLES ON NON-RETENTION T T OPEN FACE AHD�� SHEET 11 FOR THICKNESS) TRACKS.SIMILAR L2`w2'w1/8'ALUM•(ttP) 1 h NON-RETENTION 6';• - TRACKS SIMILAR �� �,•' y SLAT LOCK END CONNECTOR 7 SWT LOCK ENO CONNECTOR d. a,•'• ��y0;' XGY� 1/4-14 SCREW,OR J/ EVERY OTHER SEAT AT EACH END _ Evt:FN OTHER SLAT AT EACH END w•, y 5/16-24 SCREW(TYP) 5/,16424 SCREW(TYP) �.. i/8'THTC'ALUM ANGLE SILL; (OPTIONAL) (SEE TRACK MOUNT TABLES 1/4'MIN (SEE TRACK MOUNT TABLES 1%4'MIN .•A W -. H ON SHEET 11 FOR SPACING); ON SHEET II FOR SPAONG) g/8`0 ACCESS HOLE(TYP)" 5/8'0 ACCESS'HOLE WO) BUILD-OVT SILL 4"BUILD-OUT OPTION 2A 3"BUILD OUT OPTION 2B) BUILD OUT SECTION (OPTIONAL) ) ( 'fib•.. 'e .�., EMYRETENTIOIi&NON•RETENTION•N.T.S. �/ END-REFEN7Td16 NON•RETENT70N•N.T.S.. ENO�RET.NTION&NON-RETERTION•N.T$. ''7jT IlltiTTl 1111A`` NOTE: ACCESS HOLES FOR JIB'ANCHORS ARE 13/16'0 CV z S2 EXISTING STRUCTURE,(TYP) r CONCRETE,FILLED CMU,HOLLOW CMU. 5/18"0 TAPCON(TYP) / TIMBER,ALUMINUM,OR STEEL OPTIONAL STAGGERED, OPTIONAL STAGGERED (EN DCAP SYSTEM''ONLY) ATTACHMENT ATTACHMENT 5/I6"o TAPCON.3/8-0 ANCHOR, 5/16'0 TAPCON,3/8'0 ANCHOR, JA 1/3-16 SCREW,OR 5/16-24 SCREW:(TYP) if4-14 SCREW.OR 5/16-24.SCREW(TYP) ' `(SEE 4" 3,.OR-2'BUILD-IN TABLES ON (SEE J'OR 2"BUILD-IN TABLES ON ? / SHEETS 14 TO 17 FOR'SPACING) / SHEETS 15 TO 17 FOR SPACING) •. NOTE: e M� NOTE: _ SEE BUILD-IN TABLE mr SEE:BUILD-IN TABLE E _ CORRESPONDING TO THE w °',• •4 y'xq" CORRESPONDING.TO w � � BUILD-IN WIDTH AGAINST THE THE+.BUILD-IN WIDTH EXISTING STRUCTURE c AGAINST THE � �� � � S < 3'X3� 4•X4' EXISTING STRUCTURE fn.• t 8"OR'1 4 WALL THICKNESS, .W4 1/6:OR 7/4'WALL 't SEE TRACK MOUNT TABLE,ON SEE TRACK a THICKNESS. ( - SHEET II FOR TN:CKHESS y h MOUNT TABLES ON 4; O A SHEET -1 FOR THICKNESS) Lia � £ 4 1 SLAT LCCK'•END CONNECTOR , SLAT'LOCK END CONNECIT.IR EVER'/OTHER SLAT AT EACH,END EVERY 07HER SLAT AT EACH END: " 7 P 1 MIN O - L END-REIENTION TRACK`SHOWN;OPEN FACE ,-END-RETENTION(RACK SHOWN,OPEN FACE 5/B 0 ACCESS HOLE(TYP) AND NUN-RETENTION TRACKS-.SIMILAR5/B'0-.ACCESS HOLE(TYP) -/ AND NON-RETENDON-TRACKS SIMILAR Q 1/4-14 SCREW;OR 5%18-24`SCREW(TYP) .1f4-14 SCREW:OR 5/16-24 SCREW(TYP) (SEE TRACK MOUNT TABLES ON (SEE TRACK MOUNT TABLES, SHEET 11 FOR.SPACING); ONSHEET"11 FOR SPACING)' A 4",3",OR 2" BUILD-IN(OPTION 3A) A,3",ORZ' BUILD-IN(OPTION 3B) s/e ACCESS:HOLE(TYP) p� END•RE('ENTION9 NOWRETFNTICN•NX-S EM1ID•RETENTiON&NCNRETENTION.N.TS SHUTTER HOUSING W 1/a-14.SCREW,OR;S/16-2A$CREW'(TTI') (/7 LES ONE SNEETCKi.MOUNT OR SPACING) :.= L3'x3"x3/8•ALUM. 58MM*SLAT � 0're'018'ALUM. O. SIDE RAL/TRACK ;5/16'o TAPCON,3/A"0 ANCHOR,, A+ 1/d-14 SCREWY,OR 5/16-24 SCREW(TYP) _ Q (SEE J/B'ANGLES TABLE ON' { }• {..1 SHEETS 1'e.k 17 FOR SPACING) I J I � 1/4-14 SCREW,OR 5/18-24 SCREWY(TYP) cn F y4wN (SEE TRACKMOUNT TABLES - VERTICAL BUILD-RJ C L5 2 '9. ON SHEET 11 FOR SPAgNG) 4 SLAT.LOCK END CONNECTOR., .0 & y EVERY OTHER SLAT AT EACH END N W 4 d 5 't +- 1/4'WIN C 6 T SOIL 4 END-RETENTION TRACK'SHOWN,OPEN FACE C 3k d AND NON-RETENTION TRACKS SIMILAR W L•' � 5/8.0 ACCESS.HOLE(TYP) SLAT LCCK END CONNECTOR +6 5/16.0 TAPCON,3/8°q ANCHOR, EVERY OTHER SLAT.AT EACH END 1/4714 SCREW.OR 5/16.•24 SCREWY(TIP) ��� "U"••. / �� MIN (SEE 3/8'ANGLES TABLE ON �O:• X y i' • 5/8"0 ACCESS HOLE(TYP) SHEETS 16'& 17 FOR SPACING) .�•�C Rq LL V1 ENO-RETENTION TRACK SHOWN,OPEN FACE AND NON-RETENTION TRACKS'SIMILAR ''.W4 /wL3x3x3/8 ANGLE BUILD-IN(OPTION 4A) L3x4x3/8 ANGLE BUILD-IN(OPTION 46) /o BUILD-IN SECTION % �A END-RETENTION&NOH-RETENTION-NTA END-RETENTION&NONAETUMON-NNS. ENDAETTNTIGN&NON-lUTENTLON-N.T.S.- �' y 4 E—_ NOTE: ACCESSHOLES Oft 3/6"ANCHORSRE 1J/16"0 INTERMEDIATE.MULLION -BUILD-IN,BUILD-OUT,END. EXISTING STRUCTURE OR CORNER MULWN .CONCRETE,FILLED,CMU.HOLLCW CMU: UP TO 350 LBS SHUTTER tYEICNi wNHr TIMBER,ALUMINUM,OR STEEL (4)S/18"m TAPCONS OR UP TO 100,LBS SHUTTER WEIGHT WITH, .UP TO 200 LBS SHUTTER Y/EIW NTIH: (6)1/4�W-SMS 4: (2)5/16-TAPCON OR (3) 1/4'mx1'SMS (S)5/16'm TAPCONS OR �u Ca ' M' g o-O.SELF-TAPRINO'SMS TYP S 16'm TAPCON TIP — — ---- --- ---- MOUNTING BRACKETS xit END-RETENTION&NONAETENTION INSTALLATION-KTS Y a d 11qq r5�4� Aa STEEL BRACKET STEEL BRACKET STEEL BRACKET 3y -------------- F MOUNTING BRACKET INSTALLATION x K$` Etm•RETENTION&NONiiETENTIONINSTALLATION-N.T.S. 10 3/16'o ALUM,POP-RIVETS 0 Al .• ROLL FORM:030 TO.060 ALUM. SIDE .GEAR PLATE OR ET h BACK'SIDE 0.10TOR'DRACKEI e, 3/16'o ALUM.POP-RIVETS. / m r 1/4'0 7APCON W 18"O.C.(TTP) SELF-TAPPING SMS .'•- d 18"O.C.(TYP) C►. ' - 1/B"NOGG ANGLE 1/8 HOOO.ANOLE � �{ SIDE RAL 1/4'0 SELF-TAPPING SMS 5�"d M5x7 "•. GIV O.C)CfYP). fid-^ 1/4'6 TAPCON 6,IB"O.C.(TYPJ ... GEM OR TUBULAR:MOTOR' 'STEEL OR ALUM.TUBE ggMM CAP LJ o 70MM-UP TO 120 SF OR 780' 70MM J N 160iAM OVER X120 SF OF 180' CUSTOM HOOD WALL ATTACHMENT CUSTOM HOOD CEILING ATTACHMENT BEARING PLATE OR END-RETENTION&NON-RETENTION,INSTALLATION-N.T,S. END-RETENT10N&NON-RETENTICN INSTALLATION-NXT 10x3/4'TEK§,IDLER SUPPORT .c IN w IN STD..OR ADJ.PIVOT 4 CASTSIDE CAP W n 6'TO 14' .. ROLL FORM..030 TO.050 ALUM.HOOD FRONT SIDE ```N\`\,1 y� '#lOx3/4'TEKS = '_'q V¢ SIDE RAIL END CAP COMPONENTS AND ASSEMBLYeb ENO-RETENTION&NON-RETENTION INSTALLATION--N.TS. ALUMINUM HOOD COVER '''''�b1� uTlltk%%`�\� ` E -,RETENTIOti&NON-RETENTION MTALLATION-N,TS 2.965" N I.O60 §1Ox 2 1/2'SNS 55.316 0.312" OR LONGERFN m 1;36{•. ACETAL END CONNECTOR 0.065° I o.o6a' sa ni++Sur � 0:0697 0.057' } ` 0:800' 2.730' ! -.._ �- .-_ 0.079' -- 0.725 1.057' 0.354' 0:188" '-1 0:512' 0.070' 0.080' 0.125' _T 0.252' L 0:069,' L 0.159' 8 H`Q 1:150' -H-,o 7.291' 0.100' �V •j n 120 '0:125• �o.aa<' I 6063-T6 ALUMINUM 3"SIDE RAIL ��`• 3`NCNAETENNON TRAOC•SCUE 1:1 �,. 4.000'. -- SI6E RAIL .. .IRS! 0.100' 0.188" IRS! 3.245' 2:564' R. 4,291' 0i 6063-T6 ALUMINUM.3 1/4"SIDE RAIL °2j 311H'END-E ENTTON OPEN FACE TRACK-SCALE 1;1 _ 0.100' 0.125" 0:250•+I f+- -3.245: 1:.131• 0:020 wlo.a34,' I-S END 0.125' T.z97° o.i2st CONNECTOR DETAIL y 0.100' 0.188" 0.187` y END-RETENTION INTALL1T10N-N,TS. � 0:125' . 1= NYLON-6 EI CONNECTOR Z 0.100 L 0.,125 U:231' #IOx.:t"'SA15 SS 316 FIi � 0.070' --I 1-0.120' OR�LONGER 1.150 o.ziA 6063-T6 ALUMINUM 4a. SIDE"RAIL. 56 um SLAT O 0"1 0.1250,'434" I 4'NONRETENNON TRAIX+SCALE I;1 r 2.697" 0.375 0:900' 0.160" 0.100' 010's, O LJ 11 t .. ..0. _j 6063-.T6 ALUMINUM 3 1/4 SIDE RAIL hi ® OAS,:- Ce D 34/4'ENURflENTION STANDARD TRACK•SCALE 1:1. c F, -+6.410' 2388' 1:808' SLAT LOCK"END,CONNECTOR MDAETENTION INSTALLATION•SCALE 1:1 W � 2;398' 2.697' SIDE RI ,,..., 0:562' 2.645' 0.203' - 0.1914aaa nixJi X-4 6063=T6 ALUMINUM 56MM SLAT ® ® ,. ENO-RETENTtON N NON•RETEtiT1oN SLAT•SCALE 1:1 d^•• '1 1.608• i o•.)• "ji `° ., NOTES: MODULES OF ELASTICITY E- 10,000 KSI r 7 X `�' •; MOMENT OF INERTIA I..0'46'IN-4%FT %��'•. _ ` SECTIONAL AREA A- 1,713 IN-2/FT SLAT END CONNECTOR END CONNECTOR DETAIL ''o'� • • Q�u `� SLACK.(SLP)' Slaok a.251,04 IN NON-RETENTIMINSTALLATION-WALE 13 SLAT LOCK END CONNECTOR - RETENTION -N.T.S, END-RETENTION INSTALLATION•SCALE l:l 111 111116 g ANGLE BUILD-INS(TYP) 4',3",OR 2•BUILD-INS(TYP), 1/4-14 SCREW,00 5/16-24 SCREW(TYR) (TYPICAL,ATTACHMENT OR '(SEE.-BUILD-WS TABLES ON ALTERNATE ATTACHMENT) ENO MUWON-\ END MULLION SHEETS 14 TO 17 FOR SPACING) / E'NO MULLION i/4-14 SCREW.OR 9/16-24 SCREW(ttP) � (SEE-1/8•ANGLES TABLES ON SHEET 17 FOR SPACING) NOTE: NOTE: i ,END MUWON. END MULLION 1/4-14 SCREW.OR INSTALLATIONS SHALL INSTALLATIONS SHALL - NOTE. 5/16-24,SCREW(TYP) HAVE A FLORIDA HAVE'A FLORIDA END MULLION PRODUCT APPROVAL PRODUCT APPROVAL mSTAILAT10NS5HaLL (SEE TRACK MOUNT TABLES ,FOR THIS TYPE OF Ftti THIS TYPE,OF HAVE A FLORIDA, ON.SHEET 11 FOR SPACING) Tc1 SHUTTER SYSTEM .SHUTTER SYSTEM PRODUCT APPROVALFOR'.THIS TYPE OF .s � SHUTTER SYSTEM SCREW„OR _ 1/4-14'SCREW OR 5/16-24 SCREW(TYP) END-RETENTION TRACK SHOWN,OPEN FACE. 5/IB,-24,.SCR.(TYP) (SEE TRACK'MOUNT TABLES AND NON-RETENTION TRACKS SIMILAR(TYP). / � vr5 (SEE.TRACK'MOUNT TABLES LENO-RETENTION TRACK SHOWN,OPEN FACE 3 END-RETENTION TRACK SHOWN�:OPEt1FACE 'ON:SHEET 11 FOR SPACING) y ON SHEET 11 FOR SPAC114C) AND NON-RETENTION TRACKS SIMILAR',(TYP) AND NON-RETENRON TRACKS SIMILAR.(TYP) ,81 TYPICAL END MULLION(OPTION 5A) (DEND MULLION W/BUILD-INS(OPTION 5B) WEND MULLIONW ANGLES(OPTION 5C) \A*„/ END-RETENTIONNON.-RCTIDMON,N.?S. ENO-RETEN111ION9 NCN-RUENT10N-N.T,S, END-RETENTION 6 NON-RETUMON.N.TS. Zlm µµQJJ INTERMEDIATE MULLION INTERMEDIATE MU.LUCN, INTERMCDUTE MULLION 1/4-14 SCREW,:OR 5/1.6-24 SCREW(TYP) ANGLE BUILD-INS(TYP) 'j NOTE:, NOTE: .(SEE BUILD-INS TABLES ON NOTE: (TYPICALATTACHMENT) � INTERMEDIATE INTERMEDIATE SHEETS'14 TO 17 FOR SPACING INTERMEDIATE INTERMEDIATE i MULLION, MULLION MULLION, ZEN '1/4-14 SCREW,OR Z INSTALLATIONS SHALL IIMIL T.48 SHALL INSTALLATIONS SHALL SJl 6-2d SOREW'(TYP) d NAYS A FLORIDA, _ HAVE A Fl.ORIOA HAVEA FLORID4 - (SEE 3/8-ANGLES.TABLES PRODUCT APPROVAL PRODUCT PRODUCT APPROVAL ON SHEET 17 FOR SPACING) J FOR THIS TYPE OF FOR THIS TYPE OF FOR THIS SYSTEM Of �! SHUTTER SYSTEM SHUTER SYSTEM SHUTTER SYSTEM 1/4-14 SCREW,OR ” �' 1J4-14 SCREW,OR 5/16-24�SCREW:(TYP). � } 8/16-24 SCREW(TYR) (SEE TRACK MOUNT TABLES (SEE TRACK.MOUNT TABLES ON SHEET 11:.FOR SPACING) 4°3' OR 2"6UIL0-INS(TYP) ON SHEET 11 FOR SPACING) '- u ANGLE BUILD-INS(TYP) J N (OPTIONAL ALTERNATE ATACHMENT) Q`( EL END-RETENTION TRACK SHOWN,OPEN FACE / N 1/4-14.SCREW,OR 5/16-24 SCREW(TYP) AND NON-RETENTION TRACKS SIMILAR(TYR) END-RETENTION TRACK SHOWN,OPEN FACE C (SEE TRACK:MOUNT TABLES AND,NON-RETENTION TRACKS SIMILAR(TYP) W ON SHEET 11 FOR,SPACING) AND NON.-RETENTION TRACKS SIMILAR.:F(TYP). N��` `T �� 7 1• aj � TYPICAL INT.MULLION(OPTION 6A) DINT.MULLION W/BUILD-INS(OPTION 6B) CANT.MULLION W/ANGLES(OPTION 6C) x w •, ~ END-RETENTION'&NON-RETENTION•N.T.S. ENO-RETENTLMI&.NON-RETEITION•N.T.S. END-RETENTION 4 NON-RETENTION•NR �„4•Z S o ¢;. tTT�(j111L�,�N C42 e+✓s 8 1/4-14 SCREYI,OR S/16-24 SCREW(TYP) (SEE BUILD-INS TABLES ON SHEETS 14 TO 17 FOR SPACING) CORNER MULLION ANGLE BUILD-INS(FYP) (TYPICAL ATTACHMENT OR �++ ALTERNATE ATTACHMENT) OR 2'BUILD-INS(TP) CCRNER MULLION:-\ 1/4-14 SCREW,OR 5/16-24 SCREW(TYP) (SEE 3/8-ANGLES TASLES'ON SHEET 17 FOR-SPACING) NOTE: 1/4-14 SCREW,OR 'CORLIFR MULLION 5/16 24 SCREW(TYP) INSTALLATIONS'SWILL NOTE: HAVE A FLORIDA' CORNER MULLION. CORNER MULLICH (SEE TRACK MOUNT TABLES PRODI:i;T APPRdJAL INSTALLATIONS SHALL INSTALLATIONS SHALL ON SHEET 11 FOR SPACING) 33.& -FOR THIS;TYPE OF HAVE A FLORIDA HAVE A FLORIDA' S SHUTTER SYSTEM PRODUCT APPROVAL, PRODUCT'AF,PROVAL FOR THIS TYPE OF' FOR THIS TYPE OF SHUTTER SYSTEM -SHUTTER SYSTFJA .��. 7Jb-14 SORE'$OR� \ ���� 5/16-24 SCREW MP) '1/4-14 SCREW„OP--5/1,6-24 SCREW(TYP) 1`'END-RETENTION TRACK SHOWN,OPEN FACE LEND-RETENTION TRACK SHOWN,OPEN.FACE » (SEE TRACK MOUNT TABLES (SEE TRACK MOUNT`TASLES AND NON-RETENTION TRACKS SIMILAR(TYP) AND NON-RETENTION TRACKS SIMILAR.(TYP) ON SHEET 11 FOR.SPACING) ,END-RETENTION.TRACK SHOWN,OPEN FACE ON;SHEET II FOR SPACING) - g AND NON-RETENTION'TRACKS SIMILAR.(TYP) a j1TYPICAL CORNER'MULLION(OPTION 7A) D CORNER MULLION W/Ill III D-INS(OPTION 76) SCORNER MULLION W/ANGLES(OPTION 7C) ETLD-RETENITOH&NON-RET—ON-N.TS. ENDRETENTION9,NON-RETENTION,-'N.T.& EN6RETENTION 8 NDN-R.TION-N.Tl y Z t SLAT PERFORMANCE CAM 4".NON-RETENTION TRACK MAXIMUM DESIGN1.1/2' OAC PRESSURE OF A SINGLE SLAT PERFORlAANCE (STAGGERED) ¢¢ UNIT SLAT WALL FOR ANY 3'NON-RETENTION TRACK HEIGHT ATTACHED AND MA)OMUM.DESIGN FOR ANY CONFIGURATION PRESSURE OF A SINGLE LJ UNIT SLAT:WALL FOR ANY J / PRESSURE SLAT SPAN HEIGHTATTACHEDAND gyp&, PSF) FORANY.CONFIGURATION .72' 65. c� 76' 58' 9LAT.SPAN PRESSURE C 80' 52 (PSF) C VERTICAL BUILD-OUT Bq+ 48', 7Y 65 OR BUILD-IN RN i - _76' 68 IIy 3 N 92* 40 60' 52 96' 36 w 48e D 100' 34. B8' 40. `\\1\\\ 7 104' 31 92' 35 ``� '��"•: 108' 28 96' 30 ` O •.i?j�,�i� '112' 25 116' 22 NOTEI,TME NON-RETENTION STAGGERED SPACING DETAIL _c;.q a �■ 120! 20 SLAT SPANS OR DESIGN OPTIONALATTAOHMENTINSTALLATION-11.TS. -�/.W 'a y WAND LOAD SHALL NOT, s EXCEED THE"SLAT CORNER MULLION ELEVATION NOTE:THE NON-RETENTION.SW SPANS RERFORMaNCE'TABLES FOR aNY.CONFIGURATION. .{p SINGLE OR MULTIPLE MULLION UWALLAT10NS.-V T.S. OR DESIGN WIND LOAD SHAD:NOT EXCEED THE'SLAT PERFORMANCE' �i TABLES FOR ANY CONFIGURATION. HAA/`!1.111111 Q\�\ zw 23 s� V N� I I oC ink Y 3" 2' EO'EO i -O--Q---- �--- + A' - Snv � I —0--�--��� IF oilVM SLAT LOCK(TY qqo.= I " A0 POLYCARBONATE BUTT JOINT; III u Np= .'SLAT SPAN Z !E I I 6ROUPEQ VIEWPORT UNIT ELEVATION C= SINGLE OR MUL1IDL2 UNT INSTALLATIONS•N.T.S. x TYPICAL'VIEWPORT WINDOW DETAIL. GROUPER CONFIGURATION SHOWN ALTERNATING SIMILAR•N.T.S. h q OA85'-�{-�+— . VIONRC RT SLAT PERFORUMCE I Im a. P6LYCARt9ONATE WINDOW TO MIN:48'MAX.LENGTH i .'2.3 : END-RETENTION TRACKS ONLY' . 'A MAXIMUM DESIGN PRESSURE OF A NOTES: .TENSILE MELD STRENGTH.. ASTM 0838 9 SOO PSI SINGLE UNIT SLAT WALL FOR ANY FLEXURAL STRENGTH At YIELD ASTM D790 13400�Psi HEIGHTATTACHEDIMTHI'X3' FLEXURAL MODULUS- ASTM D790 345,000.psi. NOTCHED,1200 ASTM D256 17 FT-LB%IN F'OI.YCAR80MATE NEW PORT 1.439' SMOKE DENSITY. ASTIR 02843- 64.5%L PAX W0646 FOR .RATE,OF BURNING ASTMD839 C 1„CLASS SERF IGNTION :' ASTM'0L929 980 F„ .� rr CONFIGURATION 'TENSILE"STRENGT14 AFTER-'WEATHEftINC ASTM D638 884 PSI: TENSILE STRENGTH BEFORE WEATHERING ASTM 0638 8880 PSI.. - SLAT-SPpN PRESSURE _SPECIFIC GFAVVT ASTM D702 0.043 1.8/IN' Li N S ? aaac PSF J -C " 8 120' 100, a g o •126' 94 -C A. '13r 97 POLYCARBONATE�VIEWPOWNDOW' Y+ 138' 94, SAWCINNOVATTVE PLASTIC mm 103 RESW SCALE I:1 .. o 444' 91 •� $ . 86. W ',gab s N 1 158' .81 �S 482” 71. 0:375' 1.060" 0.899" NR,..+v 1$8' 73. 0:410° t,10D.11 IIL� ,�� 'e rEw SLAT LOCK(TYP) .174' 69 SLAT SPAN 180, 68' 186' 83' 0.58'. . v� ALTERNATING VIEWPORT UNIT ELEVATION 1g' 69 —� o x ca SINGLE OR MULTIM, UNIT INSTALLATIONS•N.TSYBS 1771 8 a!' " 204' S5 � ''-¢"� � rn"`FC,•^) 2698' 'NOTE: FOR ATTACHMENT DETAILS SEE SHEETS 2'THRU 7 LOADSTIALEOTEEEHRRVD SIEXCEED EE'VEWPOSLAT6063-T6 ALUMINUM 58MM SLAT PERFORMANCE*TABLES FOR ANY CONFIGURATION. END-RETENTION VIEWPORT SLAT•SURE 13 � 2 Q LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM END-RETENTION TRACKS NON-RETENTION TRACKS 23 Tx PARALLEL LOADS(PLF) MINIMUM.SEPARATIONTO GLASS(INCHES)REQUIRED FOR MINIMUM SEPARATION TO GLASS(INCHES),REOUIREO FOR SLAT PRESSURE(PSF) INSTALLATION IN WND ZONE 4 OR ESSENTIAL FACILITIES INSTALLATION IN WIND ZONE 4 OR ESSENTIAL'FACILITIES SPAN 140 130 120 110 IOD 90 1 80 70 60 50 40 30, SLAT PRESSURE(PSF) PRESSURE PSF 36' 210 195 180 165 -150 135 120 105 90 75 60 45 SPAN 7l-4D-FI-30-Fl 2-0110 100 90 80 1 70 1 60 50 40 1 30 SPAN 65 60 55 50 45 40 35 .30 25 20 48' 260 260 '240 220 200 180. '160 140 120 100 80 60 36' 2.3 2.2 2.0 2.0 2,0 2.0 2.0 20 2.0, 2.0 2.0 2A 56' 2.0 2.0 2.0 2:0 2A 20 .2.0 2.0 2.0 2.0 �y.. 6D' 798 652 513 367 250 225 200 175 150 125 .100 75 4W 3.9 3.1 3.0 3.1 2.9 2.6 2.3 .21 2.0 2.0 2.0 2:0 60' 2.2 2.1 2A 2:0 2.0 2.0 20 26 2.0 20 JOAN 72' 1780 1595 1410 1225 1040 854 668 482' 296 150 120 901 60' 4,8 4.7 4.6 4.5 4.4 4,2 4.1 3.8 3:3 2.8 2:3 2.0 64' 2.9 2.7 2:4 2.2 2.0 20 2.0 2.0 2.0 2.0 84' 2659 2427 2194 1970 1736 1502 1276 1042 BOb 571 334 105 72" 5:4 5.2 5.1 5.0 4.8 4.7 4.6 4.5 4.3 4,2 4.1 3-1 68' 3.7 3:d 3.1 2.8 2:5 23 2.0 20 2.0. 70 84' 'S.9 5.8 5.fi 5.5 5.3 5.2 5.0 '4.9 d:8 4.6- db '4.3 .72' 4.6 43.. 3.9 3.6 3.2 2.8 2.5 2.1 2.0 20 96' 3483 :3211 2938. 2664. 2382 2107 1823 1539 1262 976 689 401 , 108' 4296. 3975 3654 3331 3007 2675 .2349 2014 1686 1348 1009 678 96' 8.5 6.3 8-i 6.0 5.8 5.7 5.5 5.4 52 5.0 4.9 4.7 76" 5;3 4.9 4.4 4.0 3.5 3.1 2.6 2.2 `20 108' 7.1 6.9 '6.7 6.6 6.4. 6.2 6.0 5.8 5.6' 5.5 5:3 5.7 '60' - 6.0 5.4 4.9 4.3 3.8 3.3 2.7 2.2 RT+ 120' '5096 4127 4365 3993 3619 3236 :28fi0 2473 .2085 1696 1304 911 120' 7.8 7.6 7.4 7.2 7.0 6.6 6.5 6.3 6.1 5A 5.7 5,5 X84' 6.6 5.9 5.3. 4,6 4.0 3.3 2.6 13Y, 58935476. 5065 4644 4221 3795 3368 2932490 2048 1594' '1141' 13Y 8.6 Q3 8.1 7.L 7.6 1.4 7i1 6,9 6.6 6.4. 8,1 ,5.9 88' 7J 6.3 5�6. 4.8 4.0_ 3.2 y�g 14d' 5763 5293 4821 4345 38§Y.3377 2 S 12389 1882 1372 14V 8.9 8.6 8.4 8.1 7:8 .T.5 7.2 8.9 6.6' 6.3 92' 7.6 6.6 5.7 47 3:8 156' - 5941 5427 4902 65 3832 32 2730 2169 '1595: 156' - 9.5 9:2 8.8 8.5 .8.2 7.8 7.4 7.1 '6:7 '96' - 7.9 6.1 5.6 4:5 J 168' - - 6025 5450 4871 4279 1 3071 2447• 1817 1fi6' 10.11 9.7 9.3 '8.9 8'.5 '8.1 T,6 '.7.2 100' 7.9 6:8 5.3 . 180' - 5997 5368 4725 4076 3412 2733 2039 180' 10.7 10.2 9.7 9.2 8:7 82' 7.7 104' 9.3 7:7 d62192'• - - 586d 1 4470 '3753 3012 2261 192' 'N.3 10.7 10.1 9.5 8,9 8,2 108' 9.0 204' - 5623 4864 4094 '3299 2484. 204• 11:8 11.0 10.3- 9.6 .8.9 112' - 10.4 216' 6067 "5257 4435 .3586 2707 216' 12.1 11.3 10.4 9.5 116' - - Q228 - 5649 4776 3865 .2938' 228' - 13.3 12.3 -11.3 10.2 120' 240' - - - 6040 5108 4152 3162. 240' I - - 14.7 13.5. 12.3 11.0 .252' - 4438 '3385 -1,- 5447. 14.6 I3.J 11.9 264' - 5786 4717 3609 284' - 16.2 14.6 12.9 276' EI 3833 276 15.9 13:9 W m a x LOADS ON EXISTING STRUCTURE FROM SHUTTER SYSTEM Ti=PERPENDICULAR LOADS(PLF) SLAT PRESSURE PSF) p SPAN 140 130 120 1 110 1 100 1 90 80 1 70 60 1 50 40 30 p w 36' 212 197 182 167 152 -137 122 107 92 77 62 47 W 48' 282 262 242 .222 .202 182 162 ',142 122 102 82 62 60' 351 326 301 276 251 226' 2D1 178 151 126 101 l6- Li o 72' 421 391 ':361 331 301 271 241 211 181. 150 121 91 Conaele B Fillea Hollow CMU Wood J d 84" 491 456 420 388 35D 315 281 246 211 176 140 108 MCHC.B Mri.Edge Mn Ertb.j Min Erb.Min.E Min Ertb. p"+ �✓ 961 560 520 481 441 400 361 320 280 241 201 161 121 114'ULTRACONHFH Y 2' 1174' Y 2' C 108' 831 585 541 496. .451 405 :361 315 271 226 181 136 5!16•UURACON HFH 312• Y f 1!a' Y Y 120' 701 650 601 551 501 . 450 '401 350 300 250 200 151 SS"CONFLEX, 3314' 312'132' 771 715 661 .606 550 496 441 386 331 276 220 166 U4•$05i0EW.ALK DOLT WlPANELMATE OISERT 312" 1314• 1114' Y' 2' 721 660 600 540 481 420 360 301 240 180114'.MlELMATE PRO,PLUS,FEM°lE,3TVAS 2,12' 2' 1116- Y Y C u16 156'- 715. 651 586' 520 456 390 326 261 195 316'SIDEW'ALKOGLTW/POWERSOROPIN 312' 112• 1114' W aw 168' 701 :631 561 491 421 351 280 210 180' 675 601 525 451 376 301 225 192' 640 560 480 401 320 240 204' 596 510 426 340 255 .216' 631 540 451 361 270 228' 570 476 380 286 240' 600 500 400 301 =' W a g ~ m 252". 525 421 316 '¢'•, 264° 551 440 330 O"• $ ` 276' 461 .345 i'.yj1 '• eb1 •Wim\ pot, C" a TRACK MOUNT TRACK MOUNT TRACK MOUNT ENDAETENTION TRACKS END•RETENTION TRACKS END-RETENTION TRACKS $ MA7(IMUMDESIGN PRESSURE OF A SINGLE UNIT:SLAT .MAXIMUM OESIGNPRESSURE OF A SINGLE UNIT SLAT MAIUMUM DESIGN PRESSURE 'WALL FOR ANY HEIGHT ATTACHED WTH WALL FOR ANY HEIGHT.ATTACHED AITH OF A SINGLE UNIT SLAT � 5116'ELCO ULTRACON HFH Q:6'O.C. 916-HFH ELCO ULTRACON @4-O.C. WALL FORANY HEIGHT ATTACHED.WTH CONIC.B "HOLLOW. CONC:$ HOLLOW 3/8^.EL000ONFLER 8S TIMBER TIMBER +�, O,C,. FILLED CMU CMU FILLED CMU CMU I SLAT SPAN. SLAT SPAN. .T"d "PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE -PRESSURE CONC.B ��dn�3 (PSFl (PSF) (PSF) 1PSF (PSFl (PSF) SLAT STAN FILLED CMU 54' 140 440 140 `84' 140 71 92 PRESSURE. 57' 140 126 140 i90' t40 68 81 (PSF) OR 60, 140 113• 138. .96, 130 81 I 72 96' 140 t�6 '66' 140" -92 111 102' 1119. 55 b5 101' 129 12' 140 71 93` 108' 109• 50 I 59 108' 119 - 78' 126 65 78' 114` 101 46 I 54 11d' 110 Q 04' 112 57 :68 120' 94 43 I :50 120' 102 .tg 90' 100_ 'S0" :59. 126' 87 40 46 126' 95: 96' 90 --44 .53; 132' 62 ,37 43 132' 89 162'•1 82 47 130' '77 '35 ji 40 138' 64. y 18' 75 36. '42 144' '72 32 ( .38' 144' 79, �= 1 4' .33 39 150' 68 30 35 150' 75 E 120' 64 30 35 156' 65 29 33 156' 7.1 0�= 126' 69 28 132: 162' 61 27 (. .31 16T 67 N 132' 55 '26 30 ITS` 58 26 30 160' 64• +�+ 138' 52 24 28 174' 55 25 28 174' 61 144' 49' 23 26 180' 53 23 .27 :180' 58 � 150' 46 21 24 186' 51 21 26. 186' 56. 156' 43 .20 23 192' 48 21 24 192" 53 162' 41 '19 22 198' .46. 20 23: 198' 51 168' 39 18 20. 204' 45 20 22. 204' 49, J `� 174' 37 17 19 210' 43 10 21 210' 47 -•1 180' 35 '16 18' 216'- 41 18 21 216' W _ co z: 186' 34 15 -17 222' .40 18 '20 222' 44: c 192' 32 15 °17 228' 38 17 '19 228' 42 19B' 31 14 16• 234' 37 W F8 234' 41 c R 204' 30 13 15 240' 36 16 18 240' 40. cRag 210' 29 13 15 246' 35 15 47 248' 38• W a� .o 216' 27 12 14 252' 34 15 .I 25T 37" RL 222' •2d 12 13 258' 33 14 ( 16- 258' 36, 228' 26 264- 32 14 16 26P 35 12 13, 234' .25 11 12 210' '31 13 '15 270' 34` `Q``���1�.$••• '/ �� 240' 24 11: 12 216' 30 13 15' 216' 33 g0•' N y NOTE:.THE-NON—RETENDON SLAT AND MEMPORT SLAT SPANS OR DESIM V1WD LOADS SHALL NOT cE �T EXCEEDTHE SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 6 FOR ANY CONFlSURATION: %�'•� e- y