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HomeMy WebLinkAboutProduct Approval (4) 7/112015 Florida Building Cale Online VA. 9171r7v f " 3ig;�tirj`74"!tt 13*^,.� •j �y^+. q � S � ! � ciQ`d�Depprtmentd BCIS Home ; Log In User Registration ! Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff € BCIS Site Map j Links Search Prodct Busines. ProfessitnaI y �}USER:PubuApp'oval Regulation Product Anoroval Menu>Product or Anolication Search>Application List>Application Detail Ea-i5azi-i= FL# FL8208-R9 Application Type Revision Code Version 2014 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 Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 i (941)486-0100. Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category CExterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E-1886 2005 ASTM E-1996 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A httpsJifioridabuilding.org/pr/Pr_app dll.aspx?param=wGEVXQwtQgtishZwcYZU21Hcyso%2fG8lb7Hww5l4CJF8%3d 1/2 7/112015 Florida Building Code Online Date Submitted 06/11/2015 Date Validated 06/17/2015 Date Pending FBC Approval Date Approved 06/25/2015 Summary of Products FL# Model,Number or Name Description 8208.1 SGD-470(Non-Impact) PGT Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8208 R9 C CAC Certification-470.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/11/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL8208 R9 II SGD-470.Ddf pressure, size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL8203 R9 AE SGD-470 Evaluation,pdf Created by Independent Third Party: No 8208.2 SGD-570/2770/2870(Impact) Vinyl Sliding Glass Door _ __........... Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL8208 R9 C CAC Certification-570-2770 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/11/2016 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL8208 R9 II SGD-570-2770-2870.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL8208 R9 AE SGD-570-2770-2870 Evaluation pdf Created by Independent Third Party: No e�zat:ir fah#. 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: httpsJ//Ooridabuilding.org/pr/pr_,4pp dtl.aspx?param=wGEVXQwt©gtishZwcYZU21Heyso%2fG8lb7Hww5i4CJF8%3d 2(2 GENERAL NOTES;SERIES 470 NON-IMPACT SLIDING GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. VARIES, NOT RATED FOR ALL RIGID WHITE OR TAN PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO SEE SHEETS 8&9 IMPACT RESISTANCE COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 2)GLAZING TYPE:(FROM EXTERIOR TO INTERIOR);3/16" TEMPERED GLASS+11/16"AIR SPACE+3/16"TEMPERED GLASS CAP; APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING M. 3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6. 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 1-112"THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX.1/4"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN 1-1/16"NOM. THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 11I16'AtRSPACE 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO -OEXT. INT.► NOA DRAWING MAP ' ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS 3N6'TGLASS SHEET BEYOND THE SCOPE OF THESE INSTRUCTIONS. ! --3116"T GLASS GENERAL NOTES..........1 6)DESIGN PRESSURES: ; ~I 6 GLAZING DETAILS........,1 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 7AI, a I� ELEVATIONS..................2-4 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. GLASS 78 9 HORIZ.SECTIONS.........5 I „K. BITE "'"" VERT.SECTIONS...........6 ' 7)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN � � ACCESSORIES...............? PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS 71 Zl 77 DESIGN PRESSURES 8-9 USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL EXTRUSIONS..................10 i MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 3, PARTS LIST....................11 INSULATED GLASS CONFIGURATIONS........12 8)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. PANEL TYPES. GLAZING DETAIL ...............:13 I 9)ALL DOOR CONFIGURATIONS,UP TO 8 PANELS AND/OR 4 TRACKS,ARE QUALIFIED,SEE SAMPLE CONFIGURATIONS ON SHEET 12.DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. 10)REFERENCES:TEST REPORTS FTL-6337&6338 i Door Size ConfigurationDesign Certification Width I Height (+)psf 0 psf Numbers i 241" 96" X)00( 60 60 190.771 203 1 120" �=)OO;CKw/astragal BO 65 190-7T4 203" 96" w/astragal 60 60 190-770 203" 96" w/astragal 80 80 190-772 INSTRUCTIONS: 1. KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR DOORS USING THE HEAVY-DUTY REINFORCEMENT,USE TABLE 2,SHEET 8.FOR DOORS USING THE STANDARD OR Rn i dB! onm COMPOSITE REINFORCEMENT,USE TABLE 3,SHEET 9. ... / ReNston: 2.LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL ,v: •; c PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. - Rnwaey ono Rmhwn: j 3.CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, '' = ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. - -- 4.FROM THE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE REQUIRED DESIGN o86°p°0"' D— PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. _"` 6 L�:�J,'.;:'1 GENERAL NOTES&GLASS TYPES J ROSOWSKI 5.INSTALL AS PER THE INSTRUCTIONS ON SHEETS 5&6,USING THE ANCHOR SPACING OUTLINED ON 10707ECHN0L0GYDRNB TMn: Date: SHEETS 2-4. NVENICE934z1s VINYL SGD INSTALLATION GUIDELINES 11/18/10 " i 6.ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. P.O.BOX 1519! i(t', NOXOMIS,934274 f A.LYfJN�tv11LLEIt,P.E. SeMslfooeF ��' 9hent• OnnNnD No. Ror. I P.E.a667o6 cERT.OFAUTH.az919s 470 NTS 1 OF 13 FLA-SGD470-01 I i 2-TRACK CONFIGURATIONS !^ ^? ❑E7AILC2 6' THIS SHE 6 MAX MAX. �SjAl C1.APPROX.B', -- - -- r --'IDETAIL E ANCHOR :0�ETAIL_A D1 f DETAIL 821 DEam D—Tll AYLIGHT OPENING DLO FORMULAS ANCHOR OLOCATIONS FO NON-STRUCTURAL��+--{{{ {�— ITHIS SHEE TE 'THIS SHE 7H, IS SHEELOCATIONS FOR NEXT. BYPASS (HEAD8SILL) _ `—rr— H D FI7 PANEL HEIGHT&8-16' POCKET CONDITIONS. I __, tEXT. CONDITIONS. 21.6' ._.__________________.I ANCHORS INTO MAX. �______T_______j__--__ �_T— Y .._.. ___}__ �— - PANEL WIDTH------1 • 1 P-HOOK. O.C. / — --r--— i !�— DLO 12'MAX.D.C. / I i TF_ DAYLIGHT I I/; • OPENING WIDTH i ! { DAYLIG14T1 1 ANCHOR @ CENTER OF 1 ANCHOR @ CENTER F I SHEET 4 OPENING I DETAIL 81 EACH PANEL SEE TABLES DETAIL G7 EACH PANEL.SEE TABL S / / I I j HEIGHT �- ON SHEETS 889. EXT ON SHEETS 889. �. 1 ❑ETAILE • HIS SHEET XOR•o' 'x f - PANELTYPE PANELTYPE _ --! 3.219'MIN.O.C. _ I _ 1 2 ANCHORS Q CEMER OF -- 2 ANCHORS @ CE ER OF POCKET /�H— DETAIL 1 DETAIL 62 I EACH PANEL SEE TABLES ON DETAIL G2 EACH PANEL.SEE TABLES J OTHERS SHEET - SHEETS889. EXT7 ON SHEETS 889. ( // PAN L (UNDER EXT.r 1 DETNL3 HEI G DLO a'MIN.O.C. SEPARATE (�4-MIN.O.C. f/ ,SHEET 5+ APPROVAL) DETAIL 5 / L CLUSTER OF 3 CLUSTER OF 3 / % SHEET ANCHORS @ STILE ANCHORS @ STILE INTERLOCK / DETAIL Cl ( INTERSECTIONS. INTERSECTIONS.SEE I I SHOWN I DETAIL HI OF OF . .. SEE TABLES ON TABLES ON SHEETS 8 8 9. /I • i____ P EXTJI PANEL PANEL 6•MA)L SHEETS B 8 B. EXTA - AD HE 1 4'MIN.O.C. _ __ ___ ______l_i• I _. �- •� 8 SILL) 4•MIN.O.C. 6'MAX., (HEAD 8 SILL)—�f ~ -� ! ,�_ W MAX., 4'MIN.O.C.—� DBSI ) �QETNL_C2, CLUSTER OF 5 ' ' +' i ETA0. _ (HEA LL CLUSTEROF5ANCHORS • THIS SH DETNL F '� -- '- ANCHORS @ STILE '"- DETAIL G1 DETAIL H1 @ STILE INTERSECTIONS. `--�) — THIS SHEET 1 2.375'TYP. INTERSECTIONS. THIS SHE ,HIS SHE DETaIL H2 SEE TABLES ON SHEETS -- ' __ SEE TABLES ON EXTv 889 DETAILS CU ANCHOR SHEETS 8 8 9. THIS SHE EXT. _ C3+1 ANCHOR CONFIGURATION SHOWN; 3.219'MIN.O.C. rte—4'MIN.O.C. CONFIGURATION SHOWN; --, (SEE APPLICABLE DP (SEE APPLICABLE DP TABLES 2,3 OR 4) 6'MAX 6'MAX. TABLES 2,3 OR 4) O END OF —.-J (TO END OF '"�' R NOTES: AT JAMB ATTACHED JAMB 1)FOR CONFIGURATIONS,SE HEST 12. 1 ANCHOR @ 2)FOR ANCHOR EDGE DI NCE AND DETAIL D DETAIL F I 1 ANCHOR Q � SILL ENDS. Eh1BEDMENT,SEE TA 1 SHEET 6. [ EXT. HEAD ENDS. EXT.® 3)DAYLIGHT OPG(DLO)FORMULAS: WIDTH: LWIDTH-8-9116' NOTE:SEE TABLE 1,SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. :PANEL HEIGHT-8.9/16' PANEL ' HEIGHT=FRAME HEIGHT-2.5' j s 3 1.125 JAMB I j,� •'.c.:c•-'• \� \ 1.000 Rahcod 8y Ra Ww: ® Ixamadare D­Br. 1.375 ANCHOR LOCATIONS(2 TRACKS) J ROSOWSKI EXT.V :}.�'•., 1070TECNNOLOGYORiVE Trop: Dam: i EXT, 11.000 �`:-- "I'` Al.VENICE FL 3427$ VINYL SGD INSTALLATION GUIDELINES 11/18/10 '`='?r,^,as e.l_'i`,•', P.O.Box 1529 ' •• NOKOMIS,FL 34274 WEEPHOLE PATTERN @ 24"O.C. WEEPHOLE PATTERN @ SILL ENDS 1 111'•'' sa mar S®b: SIMa6 OrewvlgNu R°r A.LYNN MILLER,P.E. CERT.OFA #29296 470 NTS 2 OF 13 FLA-SGD470-01 P.E.#58705 3-TRACK CONFIGURATIONS 1--_---, APPROX.B', ,DETAIL A DETaa 01 D_E_i_a_L_C7 DETAIL B2 oEraa C2 DETAa D NONSTRUCTURAL (+- THIS SHE THIS SHEET THIS SH THIS SHEET IS SHE THIS SHEET (HEAD BSILL) I _ 6' II _ ___- _____ T } \ S'MAX. MAX. _�j__T___ .___: _- ••�` 7 \ DETAR E T ANCHOR DAYLIGHT _ DETAIL ANCHOR -4EXT. LOCATIONS FOR / OPENING - LOCATIONS FOR BYPASS WIDTH I 4EXT' 'I POCKET - CONDITIONS, ! CONDITIONS. f I I / I / BHEET 5 .( ANCHORS INTO MAX MAX. / I P-HOCK. O.C. I i oETaL E 12`MAX.O.C. i .I ff 'X'OR'O' 'X' ,x•OR'O' HIS SHEE PANEL TYPE PANEL TYPE PANEL TYPE ) 1 ANCHOR @ 1 ANCHOR @ POCKET / 1 : DETAIL 1 I CENTER OF EACH CENTER OF EACH BY SHEET 5 DETAIL B1 PANEL.SEE TABLES DETAIL G1 PANEL.SEE TABLES OTHERS ETaL 2 DETAIL 2 L --) - ON SHEETS 889. EXT. ON SHEETS889. - (UNDER "Ill PF �� SHEET SHEET 4'MIN.O.C. SEPARATE DEraL 3 sxEEr 5 ! APPROVAL) JJ ASTRAGAL INTERLOCK + /////! 2 ANCHORS @ � 2 ANCHORS @ CENTER OF / I SHOWN DETAIL 5 SHOWN // DAYLIGHT ' 4.75'CENTER OF EACH /,,I DETAIL 62 DETAIL G2 EACH PANEL SEE TABLES / • I SHEET O.C.PANEL SEE TABLES ON SHEETS 889. OPENING , EM•- I ON SHEETS 889. EXT.V _ �IOF ( I HEIGHT t 1 OF PANEL r PANEL 6'MAX. 3219'MIN.O,C,---{ 4'MIN.O.C.-� l�, ---..------ \ - /'� (@SILL)� CLUSTER OF _______________________ _ -'- ANCHORS @ STILE `---- CLUSTER OF 3 `, T f4fl DEial C7 INTERSECTIONS. L� ANCHORS @ STILE HERO 8 SILL) -(J DETAIL H 1 ( ` I 6'MAX., E%T V SEE TABLES ON INTERSECTIONS.SEE DEraIL G1 DETAIL H2 ' DETAIL H1 DETAIL G2 �� Ihh---'--"'(HEAD 8 SILL) , SHEETS 8 8 9. EXT.'I TABLES ON SHEETS 8&9. IS SHE HIS 5H IS SHEET IS SHEET -4'MIN.O.C. 3.219'MIN.O.C. C5+1 ANCHOR CONFIGURATION C3-2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP I 4'MIN.O.C. TABLES 2.3 OR 4) TABLES 2,3 OR 4) , 4'MIN.O.C.— I CLUSTER OF 5 =p. ANCHORS @ --- --" CLUSTER OF 5 ANCHORS 1.125 JAMB 4.75' STILE . @ STILE INTERSECTIONS. I O.C. INTERSECTIONS. SEE TABLES ON SHEETS --- SEE TABLES ON 889, a EXT.TSHEETS889. DETAIL --- I 1.000' . .' '�� C2 3219'MIN.O.C. Fes-3.219'MIN.O.C. P 6'MAX. 1.375 6'MAX. -.1 (TO END OF (TO END OF ATTACHED JAMB .190, .500' ATTACHED JAMB EXT,V EXT.v 1-000' D DETAIL F 1 ANCHOR @ DETAIL 1 ANCHOR @ SILL ENDS. EXT.. HEAD ENDS. EXTv - !N,E?HOLE PATTERN @ 24'O.C. WEEPHOLE PATTERN @ SILL ENDS ) .\'•` '.�t2M RBNsedBr. Daw: ReNsbrl: ` ReHsedBy. Deb: R,,lwm. NOTES: BY. I 1)FOR CONFIGURATIONS,SEE SHEET 12. tjl; ® ANCHOR'LOCATIONS(3 TRACKS) ROSOWSKI - (o is 2)FOR ANCHOR EDGE DISTANCE AND EMBEDMENT,SEE TABLE I SHEET 8. -'� `•" ' -: 1070TECHNOLOGYDPJVE Tr. Deb: 3)DAYLIGHT OPENING(DLO)FORMULAS: %"LO ' �''�.:'; N.VENICE FL 34275 I WIDTH:PANELWIDTH-8-9118' J��.`�.............. •� ` P.O.BOX 1529 VINYL SGD INSTALLATION GUIDELINES 11/18/10 � HEIGHT:PANEL HEIGHT-8-9118' r"i'�1'•� NOKOMIS,FL 34274 SePbeModoh Smla Sheet 4)PANEL HEIGHT=FRAME HEIGHT-2.5' A.L"('LLER,P.E. ' P.E.958705 CERT.OFAUTH.629286 470 NTS 3 OF 13 FLA FLA -01 R�,- 4-TRACK CONFIGURATIONS APPROX.6', DETNL A pEfAiL B, pETNL Ci2 DETAIL C,_ p�glL BZ DETAILD NONSTRUCTURAL LS SHE HIS SHEET THIS SHE THIS SHEET THIS SHE THIS SME (HEAD 8 SILL) 6' I----------- V MAX_ MAX. I �__j___..___ ___ _/__- -- j' T i _ \�• oETaL E ANCHOR � DAYLIGHT DETNL A ANCHOR LOCATIONS FOR OPENING WIDTH LOCATIONS FOR NEXT. BYPASS / /EXT• POCKET CONDITIONS. / CONDITIONS. 21.8' DETNL 4 ANCHORS INTO MAX. SEET ( I 12•MAX.O.C. P-HOOK. O.C. I I DETNL E j THIS SHEE PANEL TYPE PANEL TYPE PANEL TYPE PANEL TYPE oerat G, — POCKET - DETAIL 1 _ETNA ETaa 2 + i 1 ANCHOR @ BY , 1 ANCHOR @ CENTER OF EXTv CENTER OF EACH _SHEET 5) SHEET 5 SHEET EACH PANEL.SEE OTHERS I — pETAIL 81 PANEL.SEE TABLES T TABLES ON SHEETS B 8 S. ON SHEETS 8 8 9. (UNDER DETNL 3 EXT•v SEPARATE SHEET 5 ,APPROVAL) f INTERLOCK aSTrucN / INTERLOCK SHOWN SHOWN SHOWN DAYLIGHT CENTER OF @ 4'MIN.O.C. \ / S ET 5 OPENING E 4.75'EACH PANEL. 2 ANCHORS @ CENTER OFc/�� C/L� HEIGHT DETAIL 82 _ _ O.C.SEE TABLES oE7aa :2 EACH PANEL.SEE TABLES ( •€ V V V 1 ONSHEETS ON SHEETS 889. A. 9OF _ q_OF ...._. W MAX. EXT.v PANEL r I I PANEL (@ HEAD EXT.v B 8 B. -. .. —i 3219'MIN.O.C. -- ----___ ________.'_• / ' ' ,.__ �` /~ 8 SILL) 1 3219'MIN.O.C. 6'MAX - CLUSTER OF 3 (HEAD 8 SILL) 6'MAX, CLUSTER OF DETAIL 61 DETAIL 2. DETAIL H1ir DETNL G2 (HEADS SILL) DETNXT. ANCHORS@STILE THIS BH HIS SHEET; MISSH NIS SHE F E�•V INTERSECTIONS. 9�— ANCHORS @STILE --I ETAR FSEETABLESON INTERSECTIONS.SEE � � �� THIS SHESHEETS889. TABLES ON SHEETS 8&9. C5+1 ANCHOR CONFIGURATION C3r2 AN� SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP EXT. TABLES 2,3 OR 4) TABLES 2,3 OR 4) 4'MIN.O.C. 3.218'MIN.O.C. I 4'MIN.O.C. 4'MIN.O.C. - JAMB 1.125 ' I DETNL H2 •� \ � I i CLUSTER OF 5 CLUSTER OF 5 1 4.75' 1 000• ANCHORS @ STILE ANCHORS @STILE \ O.C. INTERSECTIONS. 2.375'TYP. INTERSECTIONS. - SEE TABLES ON f SEE TABLES ON l \`• r.- r SHEEi3889. SHEETS 889. DETNL C2 II E 'er 1.37 414 EX'T.v t"—3.219-MIN.O.C. •3219-MIN.O.C. 1�• \ .500' I 6'MAX. i \ r (TO END OF6 MAX. EXT.v `l i ATTTACHEDENDFJAMB �)ATTACNEDJAMB -V 1.000- oETAIL F EXT.v 1 ANCHOR @ WE.�P.,H04E PATTERN @ 24"O.C. WEEPHOLE PATTERN @ SILL ENDS DETAIL D i ANCHOR @ BILL ENDS. - HEADENDS. tYx•: . ReYtsoelTy.• Dvm: Routr/w': EXT. .`�?, •.. �c:,� •'•�•.. ReHse08y DabX Rav'ewn. .;o.r�T^S NOTES: 1)FOR CONFIGURATIONS,SEE SHEET 12. /-. ® D11-W. j 2)FOR ANCHOR EDGE DISTANCE AND ;`';17••;—t• 6ul„Dlis ANCHOR LOCATIONS(4 TRACKS) J ROSOWSKI EMBEDMENT,SEE TABLE 1 SHEET 6. f0707ECNNOLOGYDRNE Raa.' Data 3)DAYLIGHT OPENING(DLO)FORMULAS: '• '1^'•'- - ^P1'�'�•- •��•�, AVENICE FL 34275 I WIDTH:PANEL WIDTH-6m1s ;' '; `•- �:;.• VINYL SGD INSTALLATION GUIDELINES 11/18/10 HEIGHT:PANEL HEIGHT-B-9116' .( Il.,,, L P.O.BOX 1529 .J:;7':`- NOKOMIS,FL 34274 SaAea/MaCah. 3mb: Scoot OmMrg Ab. Rar. 4)PANEL HEIGHT=FRAME HEIGHT.2.5' A.LYNIJ''MILER,P.E. REN 58705 CERT.OFAUTH.1*92% 470 NTS 4 OF 13 FLA-SGD470-01 � s 4 DETAIL 1 DETAIL 2- DETAIL 2B DETAIL 3 ASTRAGAL INTERLOCK IMO MASONRY 1X OR 2X WOOD _INTO MASONRY "__--� BUCKSTRIP,SEE CONCR MU TYP.ANCHOR TYPE EMBEDMENT AND EDGE REQUIRED IF DOOR 1X BUCKSTRIP NOTE 4,SHEET 1 PER ANC -DISTANCE PER SUB TRATE,SEE TABLE 1,SHEET 6 4 HEIGHT IS OVER 96' REQUIREM'c EDGE �� - `36 ASTRAGAL ADD-0N 6 g 65 CONCRETE/CMU ISTAFICE PERANCHOR NONSTRUCTURAL 3p ASTRAGAL ADD-0N REINF. / L REQUIREMENT i • i 1� COHCR 40 #70X2-112•SMS ,. EMBEDMENTEMBED- REINFORCEMENT SCREW;5MEM•° 20PTIONAL PER ASTRAGAL, .L •° \ '60 EOUALLY-SPACED AND T U(I FROM ENDS(FACTORY d y... �o - - d T ANCHOR TYPE,EMBEDMENT 1!4' �Ga— �--AND EDGE DISTANCE PER V _... - MAX. QN7 ��- �. -� p� B SUBSTRATE,SEE TABLE I,SHEET 6 I gs -7 I . 7 - - INTERLOCK o�� EDGE `i g 6 7 ASO RAGAL EXTERIOR L6 -- BOX SCREEN DISTANCE POCKET [ P-HOOK 103- 1 J 1 LOCKSTILE 94 O5 FOR --Lt PANEL WIDTH PANEL WIDTH 100 16� 114•MAX. LOCKSTILES, �i' DOOR FRAME WIDTH I TYP.ANCHOR TYPE.EMBEDMENT --��-. ASTRAGALS, DOOR FRAME WIDTH SUBSTRATE,AND EDGE SEE TABLE STANCE R,SHEET 6 FUGAL 1f4'MAX. 68 I STILES AND c-y - HORIZONTAL RAILS EDGE � �L/i . SEE NOTES EDGEDISTANCE 48 X 374'SMS REINFORCEMENT n q o p -j /. •DISTANCE BELOW } fIL SCREW.3 PER RAIL.LOCATED111 1 AT CENTERLINE AND 9'FROM I _ _i ENDS(FACTORY INSTALLED) ll ---- ------- I I24/8'ROW I 6 SPACING O— , 2.318'ROW ' FOR FR TYPE, _ 6 SPACING INTERLOCKS EMBEDMENTAND EDGEG��II ONLY DISTANCE PERSUBSTRATE, `"- �* EMBED- SEE TABLE 1.SHEET B --1 0 I EDGE / I --,Y T C MENTy DISTANCE I ` FIXED PANEL CLIP i AND ANCHORS,SEE _ �, .CONCRETEICMU (y J— DETAIL SHEET 116PERANCHOR STANDARD SCRE ° REQUIREMENT { 2X WOOD BUCKSTRIP EMBEDMENT -- I FIXED STILE 111 ' OR FRAMING,SEE TYP.ANCHOR TYPE,EMBEDMENT EXTERI 125 AND EDGE DISTANCE PER SUBSTRATE, NOTE 4,SHEET 1 2X WOOD BUCKSTRIP r' PANEL WIDTH------ SEC-TABLE 1,SHEET ORSEE EDGE � NOTETE 4,SHEET DETAIL 3 DETAIL 2 DETAIL 3-1 DISTANCE INTO WOOD NONSTRUCTURAL INTERLOCK INTO MASONRY - - /—ANCHOR S EMBED- r 1/4• MEM ..__-- -✓� 1 MAX. NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. �_-�.•_r.�1� F ........'`�1.,:• r ReNs Br• Dim. Radsw�: 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION& � ...;- �„- 20OPTIONAL SPACING. /'. ^.0 I':S '•i' ' 45 P•HOOK G` -- 3)SEE TABLES 2 8 3 FOR REINFORCEMENT •�•: ••,:t R4KwOBY. Dam ReNston: I REINF: REQUIREMENTS. :Y: PLATE(12'LONG,@ jj :`.o = a 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS PANEL MIDSPAN !; -- REQUIRED AT ALL FRAME ANCHOR LOCATIONS. -.•- ® Desvlptbn: V.-BY 1 P-HOOK ° !-_ .....-_._..__.„,�"� 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK .1:�jl. O� '7HORIZONTAL INSTALLATION DETAILS J ROSOWSKI 46 -0N. REINF. EXTERIOR OR ASTRAGAL ADD I �S PLATE SMS, POCKET 8)ALL REINFORCEMENTB ARE APPROXIMATELY `•T• ? #10X1-1/4' P"HOOK �I� THE FULL LENGTH OF THE EXTRUSION.REFER TO ��".«�'•,,!-'L-1?• „ ;� 1070TECNNOL Ft TNs DnN: I v �: N.VENICE,FL 34715 (s)@2.5/8'Q.C. TEST REPORTS FOR EXACTDIMENSIONs. VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 1 ': KOMIS, 2s ` '�•��`)A+• ��'��• NOKO.BO FL 34274 1�. SBAaMNaOet Se4:e: SIneG OmwN#No. Rer. j IMO WOOD A�01Wd m,u,E,R,P.E. CERT.OFAU7N.Al2B2se 470 NTS 5 OF 13 1 FLA-SGD470-01 P.E.#58705 f i i DETAIL 4 -5ETAIL 4 INTO MASONRY DETAIL 4 �&D 1X BUCKSTRIP INTOWOOD TYP.ANCHOR TYPE.EMBEDMENT AND INTO ALUMINUM " TYP. CHOR TYPE,EMBEDMENT AND i IN.2.7 KSI CONCRETE Q EDG DISTANCE PER SUBSTRATE, MENT AND EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EMBEDMENT AND SEE TABLE 1.SHEET D PER ANCHOR S TABLE I,SHEET6 PER SUBSTRATE, RE 74i,SEE EDGE DISTANCE PER SUBSTRATE, EDGE 118•MIN.6063-T5 TABLE 1,SHE SEE TABLE 1,SHEET B ...I ''{ SEE TABLE 1,SHEET 6 I DISTANCE ALUMINUM SUBSTRATE SPAC2-31W EDGE NG r ESE �'{ 2'�8• ROW DISTANCE I - DISTANCE EDGE I! ROW DISTANCE SPACWG I SPACING EMBED- • d -• EMBED- •.•• r g ji I — — MENT tT1 L1/4• �� �14' `L114'MAX. 16MAX. MAX, METAL SUBSTRATES TO BE PROPERLY DESIGNED ' O g (1 1 D n (! L) (1 g g TO TRANSFER LOAD IMPOSED ON THEM 10 L1 1 1 Lit (J i TYP ANCHOR TYPE,EMBEDMENT AND } 1X OR 2X 40 flB X 3/4'SMS EDGE DISTANCE PER SUBSTRATE, 1 WOOD REINFORCEMENT SCREW; TABLE 1 ANCHOR TYPES SEE TABLE 1,SHEET 6 18 GA STEEL STUD OR A36 t BUCKSTRIP. 7 90 j 7 PER STILE,LOCATED AT _ EDGE STRUCTURAL STEEL CENTERLINEAND69' , 8 " r 1 (;p6nlmum j; f41n Edgeij DISTANCE SUBSTRATE SEE I e f 37 2-FROM D)ENDS(FACTORY Type. $utrffirete Anchor NOTE 4. .. -:.: ... ,•.,:.n.. ..�.;. , ,;s •..r.; 6nhedment.r Ois)ance e:3 SHEET 1 FOR #12 Sheet Metal Screw(G5) 1.3/a' 314' ' LOCKSTILES, ! "` P.T.Southern Pine ta0 = ASTRAGALS, :']Ci, (SG=.55) 1/4'Elea U7traCon 1-1/2' 1-3/4• EXTERIOR FIXED STILES114'Elco Crate-Fax SS4 1-1/Z 1AND 3/4' HORIZONTAL Aluminum,8063.76 min. #12 Sheet Metal Screw(GS) 0.125• 772' RAILS Steel Stud,Gr.33 min. 912 Sheet Metal Screw(G5) 18ga(0.0451') tt2' A36 Steel #12 Sheet Metal Screw(135) 18ga(0.6751•) 112• DETAIL 4 SILL RISER VARIES WITH REQUIRED B P.T.Southem Pine(SG=.55) #12 Wood Screw(05) 1-318' 314' INTO STEEL W27i I z POSITIVE DESIGN ,'- Concrete(min.2.7 ks7 1/4'Elco UltraCAn 13/8' 1• METAL SUBSTRATE DETAILS SHOWN FOR HEAD E z m PRESSURE,SEE TABLE (SIMILAR DETAILS APPLYTO FRAME JAMB AND SILL, FRAME y SEE 1 m A,SHEETS 8 a 9. ?- Comrete(min 3.35 ksi) 1/4'Elco Crete-Flex SS4 1314' 1' EXCEPT POCKET JAMS) HEIGHT, PANEL NOTES X 19 19 �C.� Ungmuted CMU,Jambs Only 114'Elco UlhaCon 1.1/4' T f HEIGHT 3 8 6 I TABLES BELOW m O 17 i, . (ASTM G90) 114'Elco Gate-Flex SS4 1.114' 7,14• i 2&3 zd FRAME y HEIGHT- ! Concrete(min.2.7 ksi) 1/4•Elco U8raCon 1316' 2.112' 2-112 ' RISER 4-1/16' D Concrete(min 3.35 ksi) 714'Elea Geta-Flex 554 1314' RISER 3-1112' Ungrouted CMU,Jambs Only 114'Elco UitraCon 1-1/4' 2-112' 1 43 I G RISER (ASTM G90) 114'Boo Crete Flex S54 1-114 F,i g 2 / NOTES i 121 3 I ( 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 122 9 12- 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. i 3)SEE TABLES 2&3 FOR REINFORCEMENT REQUIREMENTS. A)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. I 121 13 40 101102 (� 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-0N. 15 G 9 2 0 —j- 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH CF THE EXTRUSION.REFER B 14 Y O 8 TO TEST REPORTS FOR EXACT DIMENSIONS. Rm#fedBy: D= Rodakrx GROUTAS - `tom .. ;":(<`•-' NEEDED. '� .•'.. �;,:,. •. :� 114' / l �1/4° >1.•• 1 MAX. •EMBEDMENT SEE E R MAX. Barbed ey: Dab: l7aHafar: 1 • o • NOTE 5. _ MIN.2.7K I NOTE -` •; ')•1"`7 C-5 •CONCRETE y(WOOD BUCKSTRIP EDGE _ ';•(, ® D--Wuna: 1lrsm a), EDGE • SI RANCHO ORFRAMING,SEE DISTANCE lh ` VERTICAL INSTALLATION DETAILS J ROSOWSKI DISTANCE REQUIREMENT, dll5 TYP.ANCHOR TYPE,EMBEDMENT SEE TABLE 1, OTE 4,SHEET t TYP.ANCHOR TYPE,EMBEDMENT •:yt (ir �" AND EDGE DISTANCE PER 10707ECHNOLOGYDRIVE TN. Outs: r AND EDGE DISTANCE PER SHEET6 •'• '�'' • � A.VENIC✓ti FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 SUBSTRATE,SEE TABLE i,SHEET 6 SUBSTRATE,SEE TABLE I,SHEET ',.;Sn,•"'• =�'�� P.O.BOX 1&19 DETA_IL_5 D TAIL 5 /:,r.r;,t INTO MASONRY NTO WOOD '••l 1 r•,,•'', NOXOMIS 17.31274 fws/e: 176 nout 0(mrrUgNa. Rer. A.LYNVd MILLER,P.E. P.E.#56705 CERT.OFAUTH.#79296 470 NTS 6 OF 13 FLA-SGD470-01 ! i HEADER BLOCK TO HEAD �\ 1)INSTALL 2)INSTALL JAMB TO HEAD ATTACHMENT HEADER (6)ANCHO\CLIP INTO CUP INTO BLOCK 5D ASSEMBLY j TYPE AS USED PANEL s I FRAME INSTALL ONE BLOCK AT \ IN INSTALLATION• STILE ° JAMB 6 EACH INTERLOCK. !; TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL II O'er (3)#10 X ° ° SEE ONE BLOCK THAT i 1.5"SMS �" TABLE 1 SPANS BOTH PANELS, _ (3)#8 X 1" MS I d o FIXED PANEL CLIP ` o FIXED 58 INSTALL ONE CLIP AT THE MIDSPA\ I (: PANEL OF EACH FIXED PANEL-TO-FRAME \ ' (2)1/4"x 20 x 2-114' j CLIP JAMB LOCATION. ��- -�.. THREAD-CUTTING I SCREW t 7Jill i /PLATE COVER SEE REWF.PLATE© — / ®#10X2"SMS(4)� A SHEET 8( #8 X 1-3/4TABLE 2, "SMS© I• J I KEEPER JAMB M \ , KEEPER TO JAMB SILL ASSEMBLY LOCKING JAMB ATTACHMENT REINFORCEMENT PLATE HOWN FOR DOORS OVER 96".10 ANCHORS @ i S \ \, 1D KEEPER If 4p 3-,6-,9'.12-.&46.5'FROM EACH END NOTES 1)DETAILS APPLY TO 2,3AND 4TRACKCONFIGURATIONS. 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION B SPACING. 3)SEE TABLES 283 FOR REINFORCEMENT REQUIREMENTS. \ 4)CONTINUOUS ANCHOR PLATE,REM WS,IS REQUIRED AT INTERLOCK ALL FRAME ANCHOR LOCATIONS. / ®REINF. (4 f COVER / — —— 68 2"SMS t INTERIOR \ i 'l+ EXTERIOR s INTERLOCK \ REINF. BOTTOM RAIL \��; o� PLATE @#10X2-1/2" �•;�'�� `ti,'i ';:'<( �� R°�� Put. Reraston: i 11 SUPPORT �\ SMS ',�e:•.';c .,,; •, — I � \ ..� RBvRa4 W. Daft' ReisNn: (2)#10 X 1"SMS THROUGH SUPPORT,—� INTO PANEL # ,ox 2"SMs PANEL \ =..,,; •Gl � ACCESSORIES INSTALLATION DETAILS J ROSOWSKI INTERLOCK SILL RETAINER .' ` 6,f "�S '• ASSEMBLY 1070 TECHNOLOGYORNE Txw o.ta �1`j-`'•.'.%'LC+.;•�•:�''•,�'�'' N.VENICE FL 34275 CLIP ATTACHMENT ALL PANEL CORNERS WELDED, ` P.O.BOX 1529 VINYL SGD INSTALLATION GUIDELINES 11/18/10 + NO ASSEMBLY FASTENERS ' '` [` (I! INSTALL ONE ASSEMBLY AT EACH INTERLOCK it t•- l NOXOMS FL 34274 Se moody. mob; 3pp°: o�n�xo A.CENN INIL`LER,P.E. CERT.OFAUTH.iY29298 470 NTS 7 OF 13 FLA-SGD470-01 P.E.H 50705 I I TABLE 2' Series 470 Anchor Quant les and Design Pressures using Heavy Duty Reinforcement '•! Anchor and Substrate 9 9 y TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD BSILLAT EACH PANEL Type.Sea Table 1, FRAME HEIGHT(IN) MEETING POINT.(EX:FOR C3,1,3 ANCHORS Sheel6 REOUIREDAT PANEL MEETING POIWAN01 - g0 84 96 108 120 ANCHOR REQUIRED AT MIDSPAN OF PANEL). - (1Z. NOM. GID.IS ANCHORAGE TYPE PER SUBSTRATE PANEL FRAME ; REQUIRED TO ACHIEVE THE DESIGN `:j 17•`.G:'::,,iti:." A B C D A B C D A B C D A B C D A B C D PRESSURE,USING THE ANCHOR I WIDTH SIDE I I QUANTIES LISTED BELOW.SEE (IN) A.LYNN MILLER,P.E. TABLE 1,SHEET 6,FOR COMPLETE ANCHOR LIMITATIONS. P.E.#58705 Head&Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C341 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 5 6 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 TABLE KEY: NOM. Y O O 24 P-{took 8 B 8 8 8 8 8 B 9 9 9 9 10 10 10 10 11 11 11 11 PANEL FRAM A Tn Design +80.0 +60.0 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 1+60.0 +60.0 +60.0 +60,0 +60.0 +60.0 +60.0 +60.0 WIDTH SIDE ` d' Pressure -80.0 50.0 .80.0 •80.0 -80.0 50.0 •80.0 ^80.0 -80.0 50.0 50.0 50.0 1 15.0 -65.0 •65.0 -65.0 1 15.0 15.0 55.0 465,00 `- •:;;: Head&Sill C3+1 co C7 Head 8 S(II 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 CS+1 C3+1 C3+1 C3+1 :'` Jemb 5 O (A Jamb 5 5 S 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 Z?:,;; Pnosk B Q 30 P-hook 8 8 8 8 8 8 8 8 9 9 9 9 10 10 10 10 11 11 11 11 Dssfan +BD.O -d W J ;i�... Pressure -00,0 Z LL- Design Design +80.0 +80.0;+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.+60.0 J Pressure -80,0 " .80.0 430.0 430.0 1 -80.0 480.0 -80.0 480.0 410.0 430.0 X0.0 ' -80.0 15.0 . &5.0 ' -65.0 -65.0 465.0 -65.0 I -66.0 •65.0 NOM. W PANEL=FRAME WIDTH 0 M Head&Sill C3+1 C3+1 C3+1 . C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C5+1 C3+1 C3+1 C5+1 C3+1 : C3+1 C3+1 C5+1 C5+1 C5+1 C3+1 WIDTH #OF PANELS CV LL5 Jamb 5 5 5 5 5 5 -5 5 5 5 6 5 6 6 6 6 6 6 . 6 6 W C9 0 36 P-hook B a 8 8 8 B 8 8 9 9 9 10 10 10 10 11 11 11 11 THE MAXIMUM NEGATIVE DESIGN J Z d0 I Design +80.0 +80.0 +80,0 +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 +80,0 +80.0 +a-0.0 +60.0 +60.0�+60.0 +60.0 +60.0 +60.0 +60.0 +6D.0 PRESSURE AT THESE ANCHOR Q 0 Pressrue 10.0 480.0 -80.0 .80.0 -80.0 -80.0 -80.0 50.0 -80.0 50.0 10.0 -80.0 15.0 •65.0 ! -65.0 -65.0 15.0 -65.0 15.0 -65.0 QUANTITIES. F- THEMAXIMUM POSITIVE OPAT THESE Q Head&Sill C5+2 C3+2 C3+1 1 C3+1 C5+2 C5+2 C3+1 I C3+1 C5+2 C5+2 :C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 ANCHOR QUANTITIES.ADDITIONALLY, W J 'pspZ Jamb 5 5 6 5 5 5 6 , 5 6 5 7 5 6 6 6 6 6 6 7 6 THE MAXIMUM OP FOR THE SILL HEIGHT �s MUST ALSO BE CONSIDERED,SEE 0) 42 P-hook 8 8 8 8 8 B 8 8 9 9 9 9 10 10 10 10 11 I 11 11 11 TABLE A.THIS SHEET. Tn Design +80.0 +80,0 +80.0 +60.0 +80.0 +80.0 +80.0 +8D.0 +60.0 +80.0 +80.0 +80.0 +60.0 +600 +60.0 +60.0 +60.0;+60.0 +60.0 +60.0 (,LI Z_ Pressure 50,0 50.0 430.0 50.0 430.0 50.0 50.0 50.0 50.0 430.0 430.0 50.0 15.0 -65.0 -65.0 -65.0 15.0 15.0 15.0 -65.0 TOTAL#OF ANCHORS 0 THROUGH THE P-HOOK. d i Z Head&Sill C5+2 C5+2 C3+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+2 C5+2 C6+2 C3+1 C5+2 C5+2 C5+1 C3+1 C5+2 - C5+2 C5+1 C3+1 TOTAL#OF ANCHORS Jamb 6 5 7 5 6 5 7 5 7 6 8 5 6 6 7 6 7 6 8 6 THROUGH THE JAMB. Ur J 48 P-hook 8 8 8 8 8 8 8 B 9 9 9 9 10 1 10 10 10 11 11 11 11 ggg ; Design +80.0 +80.0 +B0.0 +80.0 +80.0 +80.0 +80.0 +60.0 +60.0 +80.0 +80,0,+60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 f+617.0 +60.0 FIGURE A: g W Z t.- Pressure .Pressure .80,0 -BD.O -80.0 . 50.0 50.0 430.0 50.0 50.0 430.0 -80.0 •80.0 50.0 55.0 15.0 55.0 15.0 15.0 15.0 55.0 -65.0 OHLENGTH ! Head&Sill C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C3+2 C3+1 C5+2 C5+2'C3+2 C3+1 DOOR ASSEMBLIES INSTALLED Jamb 5 5 6 5 5 5 6 5 6 5 7 5 TABLE A: WHERE THE OVERHANG(OH)RATIO THE IS EQUAL TO OR MORE THAN 1 IS 54 P-hook B 8 8 8 B 8 8 8 9 9 9 9 Wator-Llmlaod(+)l7odgn Pressure LESSER EXEMPTED FROM WATER ) Design +60.0 +60.0'+60.0 +60.0 +60.0 +60.0 +60,0 +60,0 +60.0 +60.0 +60.0 +60.0 Nominal Sill Actual Silt Max.+)()p Allowed VALUE OF INFILTRATION.THE OVERHANG > = RATIO SHALL BE CALCULATED BY 4 Pressure 50,0 •60.0 50.0 -60.0 50.0 -60.0 -60.0 50.0 •60.0 50.0 -60.010.0 Height Height TABLE A m THE FOLLOWING EQUATION:AND C w ! Head&SIII C3+2 C3+2 C3+2 C3+1 C5+2 C3+2 C3+2 C3+1 C5+2 C5+2 C5+2 C3+1 1"11!16^ 1.688" Overhang R�'d(Fig A) TABLE 2 C DETERMINES OH RATIO=OH LENGT+UGH HEIGHT C Jamb 5 5 6 5 5 5 6 5 6 5 7 5 3-117 3.461^ +60.0 psf P Y v THE b 60 P-hook 8 8 B 8 8 8 B 8 9 9 9 9 4-1116" 4.037' +80.0 psf WATER Desi n +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 +60.0 45x8• 4.614° +100,0 psf LIMBED g (+)DP. Pressure -60.0 .60.0 -60.0 50.0 430.0 50.0 430.0 -60.0 10.0 10.0 10.0 50.0 " ... .. NOTES i RelRforco!nepts Requlrtsd(See pggs.",Shset 10) "i' ;,,. '% 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. Interlock LocklFixed Stile Astregsl Astragal Addon Top/8ottom R811 Plate(Pert#24,25) 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. ' 3)SEE TABLES 2&3 FOR REINFORCEMENT REQUIREMENTS. Pert#29 Pan#26 Pang 26 Pert#30 Pad#26 Required for Heights ora 96^ 4)CCNTINUOUS ANCHOR PLATE,REM 98,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. I i • TABLE 3: i`,..'•'l Series 470 Anchor Quantities and Design Pressures using Standard or Anchor and Substrate Composite Reinforcement Type,See Table 1. FRAME HEIGHT QN) •.� Sheet 6 to 15' 80 84 96 TOTAL#OF ANCHORS CLUSTERED THROUGH THE HEAD&SILL AT EACH PANEL "<<.�'•,,!'L ,p�0;.•',G^.��� I NOM, j MEETING POINT.(EX:FOR C3.1,3 ANCHORS P REQUIRED AT PANEL MEETING POINT AND 1 >(ri`�; PANEL FRAME %l;. ••I.1�-,�•.` WIDTH SIDE A B C D A B i C D A B C I D ANCHOR REQUIRED AT N.IDSPAN OF PANEL). A.LYNN MILLER,P. OND ANCHORAGE TYPE PER SUBSTRATE P.E.#58705 Head&Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 C3+1 C3+1 C3+1 REQRESSUUIRED F-USING THE ANCHOR PRESSURE,USING THE ANCHOR O O Jamb 5 5 5 5 5 5 5 5 5 5 5 5 QUANTIES LISTED BELOW.SEE 24 P-hook 8 8 8 8 8 8 8 8 8 9 9 9 ANCHOR LIMITATIONS. TABLE 1,SHEET 6,FOR COMPLETE co a Design +60.0 +60,0 +60.0 +60.0 +60.0 +60.0 +fi0.0 +80.0 +60.0 +60.0 +60,0 +B0.0 _ '- Pressure •60.0 ' -60.0 -60.0 -60.0 -60.0 •60.0 -60.0 -60.0 -60.0 -60.0 -60.0 -60.0 TABLE KEY: NOM.' Cn `- I PANEL FRAME A Head&Sill C3+1 C3+1 C3+1 ' C3+1 C3+1 C3+1 1 C3+1 C3+1 C3+1 ' C3+1 C3+1 C3+1 WIDTH SIDE !n Jamb 5 5 5 5 5 5 5 5 5 5 5 5 w Head&Sal +1 C3z ' 30 P-hook 8 8 6 8 6 8 8 8 9 9 9 9 ick -1 Jamb 5-Design +60.0 +60.0;+60.0.+60.0 +60.0 +60.0 +60.0 +60.0 +60.0,+60.0;+60.0 +60.0 24�.,'�- P Dort 8 ojj liJ Pressure -60.0 -60.0 • -60.0 -60.0 -60.0 -60.0 •80.0 -60.0 -60.0 -60.0 -60.0 -60.0 Deslyn +80.0 M Head&Sill C3+1 C3+1 i C3+'I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Prmerae sd.o = LL i Jamb 5 5 5 5 5 5 ' 5 5 5 5 5 5 NOM. -1 Z 01 36 Patook 8 8 8 B 8 8 8 8 9 9 9 9 PANEL=FRAME WIDTH Co 0 WIDTH OOF PANELS Q - 1 Design +60.0 +60.0 +60.0 +60.0 +60.0 +60,0 +60.0 +60.0 +60,0 +60.0 +60.0 +15U i- ' Pressure X0.0 -60.0 -60.0 -60.0 -60.0 -80.0 -60.0 -60.0 -60.0 X0.0 -60.0 e W J � 4 THE MAXIMUM NEGATIVE DESIGN -1 Z Head&Sill C3+1 i C3+1 C3+1 133+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 PRESSURE AT THESE ANCHOR Jamb 5 5 5 5 5 5 5 5 5 5 S 5 QUANrITIEs. � CQ ` 42 P-hook 8 8 8 8 8 8 8 8 9 9 9 4) 9 THE MAXIMUM POSITIVE DP AT THESE w Z ANCHOR QUANTITIES.ADDITIONALLY, { Design +60.0 +60,0: *80.0,+80.0 +60.0 +60,0 +60.0 +60.0 +80.0 +80,0. +60.0 +60.0 p THE MAXIMUM OP FOR THE SILL HEIGHT Q. Pressure •60.0 -60.0 -60.0 10.0 -60.0 1i0.0 -O0.0 -60.0 •60.0 ' -60.0 0 •60.0 - MUST ALSO BE CONSIDERED,SEE Z TABLE A,THIS SHEET. Head&Sill G3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 U C3+1 I C3+1 Jamb 5 5 5 5 5 5 5 5 5 5 6 5 TOTAL ANCHORS } O 46 P-hook 8 8 6 8 6 8 8 B 9 9 9 9 THROUGH THE P-HOOK W ryd_Z TOTAL#OF ANCHORS Design +60.0 +60,0 +60.0 +60.0 +60.0 +60.0 +60,0 +60.0 +60,0 160.0 +60.0 160.0 THROUGH THE JAMB. Pressure -60.0 -60.0 -60.0 -60.0 -80.0 -80.0 -80.0 •80.0 -80.0 •80.0 -80.0 -80.0 ReinkramonlsRequired(SeeFertaonSheett0) I intedoek.. Loeigized Sble Astragal Astragal Addcn ToAiIltom Rall. FIGURE A: St.r.d.rdl Pad#28 PanrF 26 Pad#26 Part#30 Part#26 OH LENGTH m � a Thermal-Option PadR 28 Pad#27 Pan#27 Pan#30 Part#27 DOOR ASSEMBLIES INSTALLED pp WHERE THE OVERHANG(OH)RATIO g z IS EQUAL TO OR MORE THAN 1 IS If TABLE A: xI EXEMPTED FROTHE OVERHANG WATER I Water•Limltad(+)Ooaipn Pressure THE NFILTRATION.= LESSER RATIO SHALL BE CALCULATED BY NOTESNominal Sill Actual Sill VALUE OF p THE FOLLOWING EQUATION: p 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. Height Height Max.(+)DP AIIatQd TABLE A OH RATIO=ON LENGTH/OH HEIGHT ' 21 SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. AND 3)SEE TABLES 2&3 FOR REINFORCEMENT REQUIREMENTS. 1-11!16" 1.688' Overhang Regd(Fig A) TABLE 3 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME DETERMINES ANCHORLOCATIONS. 3.1/7 3.464' 460.0 pst THE } 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. 41!16• 4 037• +80.0 PSI WATER 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. LIMITED ! 4518' 4.614° +100.0 PSI (.)DP. 1 i E { 5.875' --------! 5.875' 3.000 --^-± 1 "{ 1.430' �" I -r -�{ 1.595' -�•{ 1.505' I --� I li �� - � ��2 J OL�Jp 1.sea' 24 REINFORCEMENT 1 125 l_I ,00 J !�l�ov��❑ COVER ,,o rte^ � r1�I IIS W 1 _s-t_....J_ RIGID PVC j 2.833' .300" �'^ I 2.768' .400` ice-- 2.768" 229' u 2.368' II li II 111 I' 2 TRACK HEAD/JAMB 2 TRACK SILL L RIGID PVC ORIGID PVC 2,���1 -�E--.125 120 ,tae 120 r F taz LQ O�- e25o -1 ©PLATE PLATE AND STILE AND STILE @ REINFORCEMENT REINFORCEMENT ^l ,9,2 y 0 -0I.tooA n 9I� 6005-TS ALUM. REINFORCEMENT REINFORCEMENT 6005-T5 ALUM. 6005-TSALUM. ❑ ❑ 1W^ ❑IL- o ,see Ir -�f I ��� ��r -- 6005-T5 ALUM. COMPOSITE 2.511•-�-i L 3!!JJ 3 TRACIIK!!HEAD/JAMB -L d l�r� RIGID PVC ®3 TRACK r��L�_n-G-� -�JCr❑_.�O5 lO6 SILL RIGID PVC T' 10.625' 10.835• 3.483 L 3To._s.•.. �i- ( .i9a• �� .,9a• 279• =� 1_O 111 125' 2.710' 4.6.- 2. .63• 2.H141• Fla 47RACKSILL .t254TRACKHEADJAMB 12.,RIGID PVC RIGID PVC 2Jti 1.975- �-.540' I .930t I .sa4^ wo :� i'-1.000" 30 REINFORCEMENASTRAGAL T 31 PLATE REINFORCEMENT 35 ADAPTER K ASTRAGAL 36 RIGID PVC ADD-ON © PANEL STILE,AND BOTTOM RAL s T so0 U U 6005-T5 ALUM. 6063-T6 ALUM. RIGID PVC RIGID PVC IIS-.062• .125•- .301•J 1 --II-'-.C62• I r�lf�.062' I _ _ _ I ' FRAME SCREW 6 ANCHOR PLATE 9 TRACK INSERT 10 KEEPER 11 BOTTOM RAIL -^.875'I' els~ �I1 0' x"'.343' 6063-T6 ALUM. O 6063-T6 ALUM. O SUPPORT I it"�,, �o6p• 1.3os' Mo. O COVER 0 6063 T6 ALUM. 1 osz^RIGIDPVC6063-1 ALUM. 1.993 1.�3 t•6ir 11 II-+- 1.487• 1.435.. -1 1.613' Imo" _� 1.487' I•� '.43�" i T_ A- .320• U�d 1.sto• BOX SCREEN BOX SCREEN BOX SCREEN BOX SCREEN BOX SCREEN .062' 060 055 050 �J Oso^ TOP RAIL 91 BOTTOM RAIL SIDE RAIL 99 ASTRAGAL OXO ADAPTER ! 062' 6063.76 ALUM. 6063.76 ALUM. 6063.76 ALUM. ADAPTER 6063-T6 ALUM. 12 OUTER COVER SILL 13 COVER SILL CK 14BOXADD-0N SCREEN SILL 15 OU�TCK SCREEN 16 BOXAND JAMB ADD ON r--f-1.oa,• 1.06,•SCREENHEAD 6063-T6 ALUMyI tro94-.sss• RIGID PVC RIGID PVC 6063-T6 ALUM. 6063-T6 ALUM. RIGID PVC �-I 11071 045 .075 i .762• 1.778^ 1.7179" .878'��- 7L- II .094 i 2.060' .050'---1 Fes-2.975" i STD.SCREEN STD.SCREEN STD.SCREEN FIXED PANEL CLIP 1663' a.wr 10 11 10 ASTRAGAL 6063-T6 ALUM. 3.464' .. O TOPBOT.RAIL 0 SIDE RAIL -{� A 2.887 IJ �� 1.983' 5.176' �t� �i 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER , 6063•T6 ALUM. � 0sa• 060• ��-�.oao• ,f.,00•--�, Re twdBy. ,7alm' Fww.: .oso- :.: �•�, SILL RISER SILL RISER SILL RISER P-HOOK ADAPTOR ;. 17 6063-T6 ALU M. 18 6063-T6 ALUM. 19 6063-T6 ALUM. 20 6063-T6 ALUM. -1 `',;,r.rr; c''•'•'> RBr. Dam, Rewan• j 0 P-HOOK }-� 1.5x0 21 6063 T6 ALUM. ;"�' P C 1.261 +267 L PART DETAILS J ROSOWSKI F 210• .252• ij't�Oi J ".- _ 1070 TECHNOLOGYORNE T/as ,7ela .125' - •• M VENICE.FL 34275 ' "` ''''`'=' p.o.eoxtua VINYL SGD INSTALLATION GUIDELINES 11/18/10 t 1-1116"BEVELED BEAD 1-1/16"OGEE BEAD 4 P-HOOK REINFORCEMENT '•' : ,1 Nof.O.B Ft 29 ©PLATE se avn,acu: smw sn ar. lNUWnpNo. Rar O4274 RIGID PVC 79 RIGID PVC 6063-T6 ALUM. •LYNN MILLER,P.E. CERT.OFAUTH#29298 470 NTS 10 OF 13 FLA-SGD470-01 P.E.k 58705 Part PGT.# Description Part# PGT,# Description Part# PGT.# Description r 1 619001 2-Track Head/Jamb 50 419042 Frame Header Block Box Screen 2 619002 2-Track Sill 51 48052 RollerAdl.Hole Plug 90 612256 Screen Tap Rail 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 Cover 92 612258 Screen Side Rail-Lockstile 5 619027 4-Track Head/Jamb 55 71696 Dust Plug 93 64344 Screen Astragal 6 619028 4-Track Sill 56 44385 4 Hole Bumper Stop 94 817349 OXO Screen Astragal Adapter 7 619009 Frame Screw Cover 58 619037M Fixed Panel Clip 95 64428 Screen Double Interlock r` .. ,.I 8 619031 Anchor Plate 59 7169BG P.E.q 58770505 SIN Plug 96 617347A Screen Bug Flap A.LYNN'MILP.E. 9 619007 Track Insert 61 78Xi8PPTX #8 x 3/6"Ph•Pn.TEK Screw 97 41818K Screen Keeper Spacer Set 10 619029M Aluminum Keeper 62 78X34PPSOAX #8 x 314"FI.Ph.TEK-S.S. 98 720XIX 114-20 x 1"S.S. Y o 0 11 619030 Bottom Rail Support 63 781PSTX #8 x 1"Quad-S.S.. 99 720X112X 1/4-20 x 1-112"S.S. �a 12 619006 Outer 50I Comer 64 781PDX #8 x 1"Pn Quad-S.S. 100 71793G Wstp,.270"x.150'-Fin Seal .- 13 619D11 Sill Track Cover65 78X114PHPT410X #8 x 14/4"Ph.Pn.TEK 101 7SRAZ Standard Roller W 14 619039 Box Screen SIB Add-on 66 710X1PPSDAXI( #10 x l"Ph.Pn.TEK-S.S. 102 7SRAX Standard Roller- S.S. € Q k 15 619D12 Outer Screen Track(Standard Screen) 67 710Xl l5PPX #10 x 1-112"Ph.Pn Keeper Screws 103 7LOCKWGS Screen Lockset W LL J f M 619038 Box Screen Head and Jamb Add-on 68 710)C2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers Z J 17 619022A Sill Riser-(DP60) 69 710X212PPDAX 1 010 x 2-117'Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper W M 18 619023A Sill Riser-(DP80) 70 7MI12PP #12 x 1-1/7 Ph.Pn.A Standard Screen 0 LL 19 619024A Sill Riser-(DPI 00) 71 GE 7700 Silicone 110 812033 Screen Frame-T Bottom Rail 0 O 20 619032 P-Hook Adapter 72 Dow Coming 995 Silicone 111 612026A Screen Frame-Side Rail(Latch) ZO 21 619020 P-Hook 73 71725K Neoprene Setting Block 1"x4"x1116" 112 612033 Screen Frame-Side Rail 24 619014 Reinforcement Caner 76 Silicone-Foam Super Spacer-11/16" 113 617363 OXO Screen As al Adapter Q 25 619030 Reinforcement Plate 77 Hot-melt Butyl 114 64853K Vinyl Astragal Q Q 26 619017M Tap,Bottom and Stile Reinf.(Alum) 78 619010 14/16"Beveled Bead 115 617356 Screen Sill Adapter z F ' 27 19046 Top,Bottom and Stfle Reint.(Comp.) 79 619015 1-1/16"Ogee Bead 116 6FP95K Bug Flap W Z 28 619016M Interlock.300 Reinforoement 82 62139 Ogee Vinyl Muntin 117 7R42DK Rivet Q — 29 619013M Interlock.400 Reinforoement 83 63609 Insulated Glass Muntin-Horizontal 118 74X1PA #4 x T'Ph.Pn.SMS 30 619019M Astragal Reinforcement 84 4CONN I.G.Intersection 119 78X112PSA75 #8 x 14/2"Ph.Pn.SMS A Zti U) 31 619035 Reinforcement Plate 85 7558K I.G.Gridlock Clip-7116' 120 41703N Screw Boss Bushing } f 35 619005 Interlock Adaptor 86 7560K I.G.Gridlock Clip-5116 121 712027 Comer Key Wheel Assy.(Blandon!) _J Z 36 619008 Astragal Add-on y o 122 712027SS Comer Ke Wheel Assy.(S.S.w1beadng) m > 1 37 619004 Panel Stile,Top/Bottom Rail 123 41805K Screen Handle 40 718609 .167 x.280 Finseal(SBIe) 124 41806 Screen Handle Slide ) 41 71695K 1-112"x 1"x 3/4"Fin Seal Dust Plug 125 704!68 Screen Latch Assy. 42 419041 Interlock Clip Cover 126 7SNKPN Screen Keeper x 43 78153X Tandem S.S.RollerAssy. 127 61693K Serrated Screen Spline-.145" O H a 44 78153N Tandem Nylon Roller Assy. 128 61692K Screen Spline-.165" a o i 45 619043 P-hook Reinforcement plate 129 61694K Screen Spline-.150" 46 71OX125FPSDX #10 x 14X'FI PH SMS 130 61816020 Screen Cloth j i NOTES 1)SEE SHEET 10 FOR MATERIAL TYPE AND DETAILS. i i ( { I I s TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE I A h1 L ° 2P2T Xx 1P2T —A —� `�9 M 6P3T p F 2P2T X X 0)0=0 SD C M Ds { M A L D %O OX 2P2T F F B s D K T A M 6P3T M A 3P2T P R �xx XX M A SD O M DS OXO OXO XXX%XX I D K 3P3T B 6 F F F L D B I 3P2T H NOT AVALL.ABLE A M 8P 4T R F B P M A XXX XXX XXX D K B F B f 0X%)000(0 C A R 4P4T B F L D I 3P3T M DS SD A B A M F F F B B M 'A u 8P4T M A XXX oxx i D K 2P2T �c - BF XX 3P3T P I MSD T:.:FZ A e F NOTES I X%O A 4P2T C M 1)MAXIMUM OF(8)EIGHT PANELS UP TO 96'FRAME HEIGHT. XXX xXXX 2)MAXIMUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME L p HEIGHTS OVER 96'AND UP TO 12(r. 4P2T R P NOT AVAILABLE 3)MAXIMUM DOOR FRAME WIDTH(EXCLUDING POCKETS IF C M B F APPLICABLE)IS LIMITED TO 467-11116. j oxxo 6P3T B F L D C M r 4P2T M A NOTAVAILABLE XXXXXX j C M %XXX e F ° K 8P4T B B F F i B F B F C M A M 4P4T r J M A u u xxxxxxXx DS D6 SD SD M A %XXX XXXX D IKK4P4TR I P-tW BY. D.W Rerlsion: oxxx L D L D INTERIOR '•. .�.=. RONsoOSp Dere• ReHswm I 6P3T R NO NO P - ., DmwnB) SCREEN SCREEN 1h� 6 (�(� 'M1.` i jj� D000 EXTERIOR r I SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI L D L D �'.'� oJ•.:_CP .:. . 1070TECNNOLOGYDRIVE Tma Da'a F A M B %-''''' `;``•°^'•';., 1J,VENICEF13d275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 I 5P3T M .•'�<�• '• P.O.BOX 1529 j N NO .``.�•.• NOKO.B9,FL 9427d SCREEN X)L'OC% SCREEN '- 6orWseNartel: Smre.• SAeet UaWug No. Rav: A.LYNNMILLER58705'P.E. CERT.OFAUTH.9'29296 470 NTS 12 OF 13 FLA-SGQ470-01 P.N 58705 t SIN LE FIXED SINGLE SINGLE DOUBLE P INTERLOCK LOCKSTILE F INTERLOCK INTERLOCK C' INTERLOCK �^^^^^ ASTRAGAL i R FIXED SINGLE H SINGLE ��_ SINGLE M LOCKSTILE Imo• .C] INTERLOCDOUBLEK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK j ) T ASTRAGAL FIXED K SINGLE J LOCKSTILE I C= ASTRAGAL (BOX OUT) OUT --- LOCKSTILE INTERLOCK LOCKSTILE SDSINGLE DOUBLE T ASTRAGAL � FIXED U ASTRAGAL LOCKSTILE INTERLOCK INTERLOCK (BOX IN) IN LOCKSTILE (BOX OUT) OUT DOUBLE A j INTERLOCK LOCKSTILE i S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE (BOX OUT) LOCKSTILE OUT (BOX IN) IN U ASTRAGALLOCKSTILE s FIXED ASTRAGAL SINGLE LOCKSTILE IN A INTERLOCK LOCKSTILE c� ! (BOX IN) DS INTERLOCK INTERLOCK L SINGLE ASTRAGALD SINGLE INTERLOCK OUT LOCKSTILE INTERLOCK NOTES (BOX OUT) vvvv 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION&SPACING. ASTRAGAL SINGLE J ASTRAGAL 3)SEETASLES283 FOR LR LOCKSTILE REINFORCEMENT REQUIREMENTS. (BOX OUT) OUT INTERLOCK (BOX OUT) OUT 4)CONTINUOUS ANCHOR PLATE,REM 78, IS REQUIRED AT ALL FRAME ANCHOR [ LOCATIONS. 1 N ASTRAGAL -_ SINGLE aI LOCKSTILE _ ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN C SINGLE ASTRAGAL (BOX IN) INTERLOCK IN 4 „ ' - r RoN�eey Dem: ao INTERIOR Rovfaed 9y. Dem: Rodskh: SINGLE SINGLE BINTERLOCK INTERLOCK EXTERIOR -''I:(� t+ 15 m DosmPeoe: Drexn ey. r' PANEL TYPES J ROSOWSKI 7 10707ECH"OL L34275VE Tttm: Dem: SINGLE ✓ ;r5'o''''�"'r' >�' "' `eO X76 VINYL SGD INSTALLATION GUIDELINES 11/18/10 MLOCKSTILE INTERLOCK I;%11, " ` NOKOWS,FL 34274 sse: moor Dmniv No. Ror. ) A.,LYNN�I.IILLER,P.E. CERT.OFAUlK#2920 470 NTS 13 OF 13 FLA-SG -01 ! P.E.#58705 I E