Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online C Page 1 of 2 h � a t � j 4 BCIS Home Log In i User Registration ? Hot Topics i Submit Surcharge ; Stats&Facts ? Publications ' FBC Staff BCIS Site Map Links search dbpr Product Approval USER:Public User Produ�Approval Menu>Product or ApolicaHon Search>Application List>Application Detail FL# WF'�2, l-7.9b Application Type New 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 RG I,ndu3Crles Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowskl jrosowskl@pgtindustries.com Technical Representative Jens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowskl@pgtlndustries.com Quality Assurance Representative Address/Phone/Email Category Exterior 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/W DMA/CSA 101/IS2/A440 2011 ASTM E1886 2005 ASTM E1996 2012 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu2dzEOwOntg4eWoFs7ggc... 3/30/2017 Florida Building Code Online Page 2 of 2 P 1 Product Approval Method Method 1 Option A Date Submitted 10/07/2016 Date Validated 10/12/2016 Date Pending FBC Approval Date Approved 10/13/2016 Summary of Products FL# Model,Number or Name Description 21179.1 SGD-5470 Vinyl Sliding Glass Door(Non-Impact) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21179 RO C CAC SGD5470 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/11/2020 Design Pressure: N/A Installation Instructions Other: Please see Installation Instructions for design FL21179 RO II SGD5470 InstallationD.Ddf pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL21179 RO AE Prod Eval-SGD 5470C.pdf Created by Independent Third Party: No 21179.2 SGD-5570 Vinyl Sliding Glass Door(Impact-Resistant) ('L'oAXw,,0A�df,r mits Certification Agency Certificate use in HVHZ: No FL21179 RO C CAC SGD5570 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/13/2020 Design Pressure: N/A Installation Instructions Other: Please see installation Instructions for design FL21179 RO II SGD5570 InstallationE.pdf pressure,size and anchorage Information. Verified By:A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL21179 RO AE Prod Eval-SGD 5570C.pdf Created by Independent Third Party: No Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an A4/EEO employer.Cooyrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement UnderFlorida law,email addresses are public records.If you do not want your e-mail address released in response b a public-records request,do not send electronicmail to this entity.Instead,contact the office by phone or by traditional mall.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 protide 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: ® H x Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu2dzEOwOntg4e WoFs7ggc... 3/30/2017 f' A SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Min.Edge d,h. Group Anchor Sututrete Frame Member Distance Embedment °MIN.OF 3 THREADS INCLUDING POCKETS & 90011350CORNERS ..Southern Pine ead/Shc/ b 16• 11-/11• BEYOND THE METAL GENERAL NOTES: #12,steel SMS (SG=0'55) P-hook 9116" 1-318• SUBSTRATE. 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. (G5)or 410 S.S. Aluminum,608175° Head/Sill/Jamb 318" 1/8' FOR STEEL STUDS, 2 DESIGN PRESSURES: SMS, (0125•min.thickness) P•hook 318• 118 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El 300. (min.11 ��,thickness) Head/Sill/Jamb 318' 0.000 MIN.FU=45 KSI& A threads/in) (D.O60'min.thickness) P�ook 3/5 0.060• MIN.FY=33 KSI. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM El 300. Steel Stud,A653 Gr.33• HeadrS4UJamb 3/5 0.071"(1443a.) 3)ANCHORAGE:THE 33-1/3c/STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, (0.071-min.thickness) P4took 3111• 0.071'(14 Ge.) "UNGROUTED CMU"VALUES INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4'Elco P.T.Souther Pine Jamb 1• 1-3/5 MAY BE USED FOR GROUTED SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). tmracon (SG=0.55) P4wok 1• 1-319• CMU APPLICATIONS. 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4•Elco 4110 P.T.Sotdhem Pine Heed/SrUJamb 1' 13.8' 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.CW.Fte= (SG=0.55) P3ddt 1" 1-3/9' 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,VISION EXTRUSION,LTD. g #12.steel wood P.T.Soldhem Pine HeadBrl/Jamb 9116' 1-315 WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED screw(135) (SG=0.55) P-rook 9115 1-315 (PAINTED OR LAMINATED)WHITE RIGID PVC NOA Concrete P4rok 1' 1-3/5 REFERENCES(TEST REPORTS):FTL-0367,6368,6370,6371,6376-6380&8539-8545;EXOVA-10-002-792 A &10-006-10231; 114'Elco (min.2.85 ksq HeaWSRI/amb 13/1e- 13/5 CAMBRIDGE 535753-09; O Ultrecon Ungraded CMU, Jamb 1• 1-1/4' (ASTM G90) Ptrok 1' 1-1/4• d 7)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. UrgrNed CMU, Jamb 13/4' 1-114' 1 8)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. 1/4'Elco 410 (ASTM C90) P-hook 1314• 1-114' I 9)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. G S.S.CreteFle: Concrete Hea"ill/Jamb 13/1(• 1-14' IMPACT RATING (min.3.35 ksi) P-hoolc 1' 1-314' I ANCHOR NOTES: Concrete Head/Sill/Jamb 1-12" 1-3/5 RATED FOR LARGE&SMALL in.2.22 ksi) P-hook 1-12 1-38• MISSILE IMPACT RESISTANCE 1)FOR CONCRETE/CMU SUBSTRATE,SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND (m ! SUBSTRATE REQUIREMENTS. 114•Elco 19$ Ungmcted CMU, Jamb 2 1-1/4• DESIGN PRESSURE RATING 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. S.S.Aggr Leto (ASTM e n P P•hook 2 i-v4' 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL P.T.Southam Pine Head/SOUJamb t• t 3/5 SEE TABLES 1,2& 8 62 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR (SG trete P3odc t' 1319" ON SHEETS 7&8 concrete HeedISOUJamb 2-12' 1-315 i GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE 1/4•Elco (min.285 ksi) Pawok 2-12• 113/5 1 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD tetmcon Ungraded CMU, Jamb 242" 1-1/4• t &TO BE REVIEWED BY THE BUILDING OFFICIAL. G (ASTM C-90) P4uxk 2-12• 1-114- 4)IF SILL IS TIGHT TO SUBSTRATE.GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, Concrete Head sWomb 2-112• t-W4' NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE 1/0 Elco 410 (min.3.35 ksi) P4wok 2-1/2" I-aw LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE.AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF S.S.oeteFlea Ungruled CMU, I Jamb 24/2' 1-1/4' SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD (ASTM G-90) P-1100K I 2-12 1-1/4- SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. GENERAL NOTES.............1 INSTRUCTIONS: EXAMPLE CONFIGS..........2 i 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THENominal Panel Size Design t.ertJfleatlon INSTALL S..............35 I SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE GLASS/REINFORCEMENT. Width Height (+)psf (•)Pat Numbers DP/ANCHOORR TABLES 8 ; EXAMPLE............................9.9 I 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL 48' 120" 60 65 1 190.267,774 GLAZING DETAILS............10 + WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 60" 96' 80 BD 190 265,787 ANCHOR LOCATIONS.......11-16 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS PANEL TYPES...................17 SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 48" 96' 100 100 190.266,773 EXTRUSIONS.....................18 I 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN 48" 96" 60 60 190.263,770 ACCESSORIES..................19 PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. SCREEN DETAILS.............20 ��`t 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. 60" 120° 45 50 190-504.1079 PARTS LIST........-.. �� OtJY LYN/yM 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. 1 FIN ADDON INSTALL.........22-25 STANDARDS USED: Lt VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 *' 58705 AST FLORIDA BUILDING CODE(FBC),5TH EDITION GENERAL NOTES S J ROSOWSKI ASTM E1300-09 X110'•, IO 6 �6 ' ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION ® ` :��'' sFtroRton.. ALUMINUM DESIGN MANUAL,ADM-2010 1070 TECHNOLOGY DRIVE AISIS100-07/S2-2010 N.VENICE,FL 34275 M � ONALtE��` (941)-480-1600 NN MILLER, CERT.OF AUTH.#29296 SGD-5570 NTS 1 OF 25 Jill FPASGD5571. f} A��REA58705 P.E. t r y MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH _ – MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 —4) PER TABLES 1&2 ' PER TABLES 1&2 –Nr -IPER TABLES 1&2 ° (§)- p MAX. J31 / I s �` MAX. 3 �� ' �°e MAX.UNIT 3 3 �o MAX.UNIT 3 3 3 3 s HE HEIGHT HEIGHT / / HEIGHT �W PER 3 3 PER TABLES 1&2 PER TABLES 1&2 / / PER TABLES 1&2 TABLES 1&2 % W sac J" vocrErJ" / / /�— sour �" ; / / / //� sour I" Nr 1-PANEL —e 2-PANEL 3-PANEL CONFIGURATIONS �r 4-PANEL CONFIGURATIONS i J CONFIGURATIONS CONFIGURATIONS 4 ° MAX.UNIT WIDTH ---— MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1 8 2 I ° PER TABLES 1&2 ° PER TABLES 1&2 ° �- 1 1 MAX.UNIT �3 3 �� 3 3 a 6 HEIGHT / a / NOTE MAX.U9 PER NIT MAX.UNIT( 6 HEIGHT + 3 Lu HEIGHT t 3 0: ZMS TABLES 1&2 PER TABLES 1&2 / W PER TABLES 1&2 / IN Ij / 1. J 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER,TYP, i I °OVf510E CORNER SHOWN.INSIDE CORNER SIM6PR f i I MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 ` PER TABLES 1&2 ° MAX.UNIT MAX.UNIT 3 3 3 3 3\ 3 3 Im HEIGHT 3 + 1 3 3 HEIGHT 3 3 3 u + 3 3 PER TABLES 1&2 / / / / / / / g PER TABLES 1&2 / / / / / / / / g IN I IN L 7-PANEL CONFIGURATIONS ° 8-PANEL CONFIGURATIONS ° CONFIGURATIONS NOTES: 'X"=OPERABLE PANEL 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL DLO HEIGHT DOOR HEIGHTOLD WIDTH NOM.PANEL /16" �� O�Y LYNN LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "P"=POCKET ;� �`�•''• POCKET CONFIGURATION CAN BE OXXXp. Z. PANEL HEIGHT=DOOR HEIGHT-2-1/2" NS''•.! _ 1 '*: No-58705 VINYL SLIDING GLASS DOOR FPA LM 2)90°&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. ( ) 3/24116 _ gg EXAMPLE CONFIGURATIONS m* J ROSOWSKI – 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND 8 '0..F STATE OF REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® �� ���` '•c�ORIDp DETAIL LETTER f 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. N.VENICE,F1070 TECHNOLOGY DRIVE – a �'isS/OVAL 1�NG��� — 1101111 SHEET NUMBER (941)480-1600 L -SGD5570�kj CERT.OF AUTH.#29296 SGD-5570; NTS ! 2 OF 25 FPAA LYNN EA 5LL8 U5 P E f I IV DETAIL Al DETAIL B1 — —METAL TYP.,ANCHOR LENGTH! THRU 7X WOOD I ASTRAGAL I DETAIL Cl DETAIL D1 TO BE A MIN.OF 3 THREADS INTO MASONRY FACING FXT. INTERLOCK INTO METAL BEYOND THE METAL CONCRETE/CMU PER SUBSTRATE ANCHOR REQUIREMENT — — FRAME WIDTH ---------- ------ ---- `` 1/4"MAX. REQUIRED IF DOOR / 19 TYP.ANCHOR TYPE, I HEIGHT IS OVER 96'J/ 21 96 EMBEDMENTAND o s�MAxze o.c. 22 91 EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE o » q o o TABLE A,SHEET 1& Q 50 0� j DAYLIGHT i9 INTERIOR NOTE 3,BELOW zT 2a — • OPENING—] 26 e WIDTH — —— 33 d EMBEDMENT I � EDGE d o d EDGE DISTANCES r o 80 — S NOT I I� B2 EXTERIOR o DISTANCE "v 94 j U I 25 O 26 SEE NOTE 6, ' SEE NOTE 8, 27 O 26 THIS SHEET 1/4"MAX. —�' ' a / - //� lX OR 2X WOOD THIS SHEET j j 32 SEE NOTE 6, L BUCKSTRIP,SEE I THIS SHEET EMBEDMENT—� � SEE NOTE 6,THIS SHEET 29 ANCHOR / / NOTE 4,SHEET 1 L—————J< #8 X 314"SMS REINFORCEMENT SCREW;7 P.ANCHOR TYPE, PLATE AT / 63 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND j HORIZONTAL SECTION(XXX SHOWN) _ EDGE DISTANCE PER I EVERY / — 9"&12"FROM ENDS(FACTORY INSTALLED). ANCHOR SUBSTRATE,SEE LOCATION I DETAIL D2 DETAIL B2 DETAIL C2 TABLE A,SHEET 1& DETAIL AZ INTERLOCK INTO MASONRY `` `` ASTRAGAL NOTE 3,BELOW INTO 2X WOOD 19 FACING INT. 2X WOOD BUCKSTRIP OR REQUIRED IF DOOR EMBEDMENT I FRAMING,SEE ANCHOR 96 DAYLIGHT 21 91 HEIGHT IS OVER 96 114"MAX NOTE 3,SHEET 1 0 OPENING r o WIDTH I T2 EDGE j INTERIOR c o P T 1 DISTANCE I I f TYP.ANCHOR TYPE, �J SEE NOTE 6,THIS S"E- EDGE L� I j EMBEDMENTAND 2e "LJ DISTANCE PERd e TYP.ANCHOR TYPE,SUBSTRATE,SEE i 6 EMBEDMENTANDTABLE A,SHEET 1& I 31 �1 o EDGE DISTANCE NOTE 3,BELOW PER SUBSTRATE, I j SEE TABLE A,SHEET �d RL EDGE �o d d 1&NOTE 3,BELOW 4 DISTANCE I EXTERIOR L--------I I �— 1/4"MAX. PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INTERIOR OR � FIXED PANEL CLIP& NOTES ANCHORS,SEE EXTERIOR DIRECTION. 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6,THIS SHE DETAIL SHEET 19 ALL PARTS IDENTICAL. :'UCEN S�•.•�� Q : 2)REFER TO ANCHOR NOTES,SHEET 1. t<` 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR FOns�n..S"iL - NO.98705 � O C A VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 _ * ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS INSTALLATION,HORIZONTAL XSECT. m' J ROSOWSKI ft--ZOTI (,FRAME ANCHOR LOCATIONS. ;� 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. lu-T L b€ '•F�ORIDP i 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS O ze 1070 TECHNOLOGY DRIVE m m ��'s`S70NAL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY N.VENICE,FL 34275 ����� I I I I I �\ THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N.VENICE, - 7)SEE SHEET 20 FOR SCREEN DETAILS. A.LYNN MILLER P.E. CERT.OF AUTH.#29296 SGD-55701 NTS 3 OF 25 FPASGD5570.2� NN 58705 { E D-E-TA-1 L7 E1 TYP,ANCHOR TYPE,EMBEDMENT I DETAIL E21 DETAIL E3 DETAIL E4 -� x-,--0--- AND EDGE DISTANCE INTO WOOD INTO MASONRY INTO MET AL MULLION,ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY --BE VERTICAL OR HORIZONTAL. FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER SEE SUBSTRATE PROPERTIES, CONCRETE/CMU EDGE NOTE 3,SHEET 1SUBSTRATE,SEE TABLE A,SHEET AN, REQUIREMENT PER ANCHOR DISTANCE EDGE 1&NOTE 3,THIS SHEET EDGE TABLE REQUIREMENT DISTANCE DISTANCE • EMBED- - EDGE DISTANCES SHEET1 MENT �_ _ - EMBEDMENT ° EMBEDMENT g EMBEDMENT t 1/4"MAX.J e 1/4"MAX. 114"MAX. a -1/4"MAX. a i-1/4"MAX. 1X OR 2X WOOD n nn J Q BUCKSTRIP,SEE Q CJ i e / so ANCHOR NOTE 3,/ s TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND/ e EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 63 SHEET 1 1 T TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET /� eo33 NOTES 6 FOR 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. / U ASTALS,TXSTILES, 2)REFER TO ANCHOR NOTES,SHEET 1. ARAGi FUCEDSTLLES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" i _ HORIIZZOs AL SCREW;3 PER RAIL,LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1116" ANCHOR PLATE AT CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. I LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT OTHISSHEET PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENINGFRAMESEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR HEIGHT HEIGHTNOTE 6, SILL RISER EXACT DIMENSIONS.VARIESWITH REQUIRED I EXTERIOR POSITIVE DESIGN i zs 2 PRESSURE, .390 �- SEE SHEETS 390 F+- EXTERIOR 61 7&8. .390---i Fes- r 250.9 390 2.947 ' 2.370 1/4"MAX. 33 42 #4A ALSO 1.793 4.041 GROUT AS a k4345 ALSO APPLY .823 2,867 1 3.464 1 1.917 L L NEEDED,SEE 060 .060 1 .060 ANCHOR NOTE i3 so z �z I —� 5,SHEET 1 e U Q 2-1/2"=TOTAL .060—� I o 1/4"MAX. OIC U Q SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER 4z(2-112"TOTAL es (3-1/2"TOTAL O(4-1/16"TOTAL 45 (4-518"TOTAL �.�` pNY a SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) ��..• UOEgSF•./(� �� ! EMBED- a EMBEDMENT EDGE ISTANCE VINYL SLIDING GLASS DOOR FPA LM I =* No.58705 MENT °• ( ) 3/24/16 *_ °EDGE I ° TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, I INSTALLATION,VERTICAL X-SECT. fm' J ROSOWSKI - :� [O ( 16 DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENT AND ® -;0%• STA OF ORION.• EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE �t�`S'•.'cf CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, 1070 TECHNOLOGY DRIVE - m �•,�S7�NAL fcNG%�� PER ANCHOR DETAIL FI SEE TABLE A, DETAIL F2 SEE TABLE A, N.VENICE,FL 34275 _ F� a�� ����IIIIIIv'%` ` REQUIREMENT INTO MASONRY SHEET 1&NOTE 3, INTO WOO SHEET 1&NOTE 3, CERT�OF AUTH.#2929680-1600 3 A.LYNN MILLER P.E. THIS SHEET THIS SHEET SGD-5570 NTS 4 OF 25 0 FPA-SGD5570.21g$ p.N MILLER, z Q 7, P�]�Colo I INTERIOR 71 2 I -- 35 INTERIOR 411 R(�)- 6B O ZS R Z6 37 96 MAX 18.5'O.C. INTERIOR MAX 3.5'O.C. I I 33 19 -SEE SHEET 19 J� 36INTERIOR DETAIL H2 79 MAX 3.5'O.C. gp• ILJI P SEE SHEET 19 �e o EXTERIOR OUTSIDE CORNER I I 69 o r� 334 ✓ � 90° Q 'yr� 39 25 R 26 0 D INTERIOR / k 0o I Q❑ 1 d �0 9q MAX 18.5'O.C. EXTERIOR EXTERIOR D 135° O V gp° ss 39 q o DETAIL G1 �� DETAI—LH 1MAX 18.5-O.C.(9q - ❑� INSIDE 3CORNER \R O INSIDE CORNER S Oo� EXTERIOR INTERIOR q1 i MAX t9 96 O.C. 69 EXTERIOR 1 , SEE SHEET 19 � I z p O 0 O dQEQQ �OO 135° L INTERIOR {I{ i NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. LLL]]] 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 0OR zs QUANTITIES,SEE TABLES 1&2. 33 33 a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR 35 DEPENDING ON CONFIGURATION. d ��'1,ICENSF•:l �' I DETAI L G2 MAX 18.5'O.C.96 EXTERIOR MAX 3.5'O.C. 19 98 J-L VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 *i NO.Sg7p5 _ 135• SEE SHEET 19 V/ _ ~ OUTSIDE CORNER 69 *- CORNER ASTRAGAL HORIZ.X-SECT. , S J ROSOWSKI 'oO ® < <p .•tTA OF 1070 TECHNOLOGY DRIVE �oRI.... N.VENICE,FL 34275 S�O/VgLIENG�``� (941)480-1600ll A.LYNN MILLER REI CERT.OF AUTH.#29296 SGD-5570 NTS I 5 OF 25 j FPA-SGD5570.2ig P.E.a 58705 t DETAIL 11 STRUCTURAL DETAIL 12 OPTIONAL NOW IMO MASONRv INTO MASONRY CONCRETE/CMU ANCHORS FOR -' Q EDGE INTERIOR POCKET �o INTERIOR 21 - 22 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE PER ANCHOR s1 \ JAMB \` R 27 AND EDGE DISTANCE PER REQUIREMENT SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST33 THIS SHEET 30 q o I SHEET 1&NOTE 3,BELOW FIGURE 1,INTERLOCKS AT POCKETS: INCLUDE A NON-STRUCTURAL, FOR DOOR HEIGHTS 96'AND LESS: FRAME JAMB TO REDUCE THE 1° POSSIBILITY OF WATER OPT. INFILTRATION. 21 `� 0 17 OPT 17 EMBEDMENT ,.' ANCHOR 1/4"MAX. 31 q OPT. POCKET BY OTHERS,SEE NOTE 6 BELOW. EXTERIOR 77 d E Eop T i MENT EXEXTEnRIOR J I FOR DOOR HEIGHTS OVER 96" a reaIOR'. '. , '. OPT. V 1/4"MAX. 21.9,• •I ANCHOR ,og2l MAX.O.C. TYP.ANCHOR TYPE,EMBEDMENT SEE FIG 1.T u CONCRETE/CMU THIS SHEET 31 'd 30 AND EDGE DISTANCE PER � EDGE PER ANCHOR n„ 27 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT LJ &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER METAL TYP.,ANCHOR LENGTH SUBSTRATE,SEE TABLE A,SHEET 1 IE TO BE A MIN.OF 3 THREADS &NOTE 3,BELO BEYOND THE METAL SUBSTRATEEDGE 2X WOOD BUCKSTRIP OR rte- DISTANCE '� FRAMING,SEE ANCHOR _ EDGE NOTE 3,SHEET 1 DISTANCE OPT.ANCHOR DETAIL 13 OPT.ANCHOR I INTO METAL r EMBEDMENT 17 OPT. Q 17 OPT. I EMBEDMENT DETAIL 14 1/4- q o INTO WOOD 1/4"MAX- q o MAX.EXTERIOR 10 SEE FIG 1, _ j THISSHEET 31 d j SEE FIG 1, d O THIS SHEET 30 28 27 EXTERIOR �� 26 `111 llll 22 21 91 EXTERIOR POCKET .`���t��NY LYtvly EXTERIOR POCKET z. Q; __* No.58705 ' NOTES VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 _ 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. - ' P-HOOK EXAMPLES,HORIZ X-SECT. la J ROSOWSKI ��o 1• l v >S/1G2)REFER TO ANCHOR NOTES,SHEET 1. 3)SEE SHEET 3 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. ® < < 'O� STA OF 4r/, 4 SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. '''�SSG��`� 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. N.VENICE,FO 302 bDRIVE kA '�/�ONAL'St," 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VEN60-1600 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SGD-5570 NTS 6 OF 25 ji FPASGD5570.2 € A.LYNN MILLER,P.E. CERT.OF AUTH.1129296 I� P.E.Y 58705 TABLE 1: Design Pressure(DP)and Anchor Quantiffes Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,3 or 5 80" 84' 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16'DLO Height 72-15416'DLO Height 8¢15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Reinforcement#27 A I e I C I D 4_ B I C I D A B C I D CONSIDERED,SEE TABLE B1,THIS SHEET. Design P7essure +60/-60 ps/ +60/60 ps/ +60/60 psi #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 19.1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24' DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). P-hook 7 7 7 7 7 7 7 7 e 8 8 Width TOTAL#OF ANCHORS THROUGH THE JAMB. B Design Pressure +60/-60psf +60/-60psf +60/-60ps/ THE#OF ANCHORS REQUIRED THROUGH THEP-HOOK, 27/ Head/Sill C3+1 C3+1 C3+17� C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Width PERPENDICULAR TO THE GLASS. 30' DDLO Jamb 5 5 5 5 5 5 5 5 5 5 5 P-hook 7 7 7 7 7 7 7 8 8 8 I8 Design Pressure +60/-60psf +60/-60psf +60/-60psf 31 /OB' Head/Sil1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 L Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60ps/ +60/-60psf +60/-60psf Z 37-118' 4T DLO Head/5111 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 TABLE 131: Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Water-Limited 1+ P-hook 7 1 7 1 7 7 7 1 7 7 7 8 8 8 I 8 (+)Design Prem FIG 1: _ Design Pressure +60/-60 psf +60/-O psf +60/-60ps/ Sill Nom.Sill Max.(+)DP OH LENGTH 43-1/9 48" DLO Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 CRiser Height Allowed Jamb 5 5 5 5 5 5 5 5 5 5 6 59 DOOR ASSEMBLIES Width None 1-11ne• see Note z = P hook 7 7 7 7 7 7 7 7 8 B 6 INSTALLED WHERE THE 42 2-1/2' +38.7 psf w OVERHANG(OH)LENGTH IS 43 3.112' +60.0 psf = EQUAL TO OR GREATER THAN USED IN EXAMPLE ON SHEET 944 ¢1/18' +60,0 psf O THE OVERHANG HEIGHT IS EXEMPTED FROM WATER 45 4516' +60.0 psf INFILTRATION RESISTANCE. I I DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" ` ��ONY LYNN/ PANEL HEIGHT=DOOR HEIGHT-2-1/2" �,.•'�ICENSF••(('� TABLE NOTES: Q• No.58705 VINYL SLIDING GLASS DOOR FPA(LM) 3124/16 t 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 = AND TABLE B1 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE 14. J ROSOWSKI toRb A 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® srq �kf` RISER IS NOT REQUIRED;OTHERWISE,+DP'S SHOWN IN TABLE 1 MAY BE USED. F ' 7oRIDP,• . ' . 3)SEE SILL RISER TYPES ON SHEET 4. 1070 TECHNOLOGY DRIVE �,`S'S/ 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. N.VENICE,FL 34275 '�r,r0NAL 5)REFER TO ANCHOR NOTES,SHEET 1. (941)-480-1600 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING SGD-5570 NTS 7 OF 25 FPASGD5570. j A.LYNN MILLER,RE CERT.OF AUTH.#29296 C P.E.#58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 or 4 80" 84" 96" 108" 120' SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116"DLO Height 72-15116"DLO Height 8415/16'DLO Height 96-15116"DLO Height 108-15116'DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockable Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement#28 A B C I D A I B I C ID A I B I C D A B C D A B C D CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +100/400 psf +100/-100 psf +100/-100psf +60/-65psf +60/-65psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 191/8' HeadlSill 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 C3+1 I C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT I 24' DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P hook 7 7 77 7 7 7 7 8 6 8 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65ps1 +60/-65psf PERPENDICULAR TO THE GLASS. j 25-1/8' HeadlSill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C"I , C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30' DLO Jamb 5 5 5 5 5 5 6 5 7 5 6 6 6 6 6 6 6 6 Width P-hook 7 7 7 7 7 7 7 7 8 8 9 9 9 1 9 10 10 10 10 Design Pressure +100/-100psf +100/-100ps1 +100/-100psf +60/-65ps1 +60/-0ps/ FIG 1: 31-118" Head/Sill C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 �2HENGTH 36" DLO Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 .0 Width DOOR ASSEMBLIES 1 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 i Design Pressure +100/400psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf O INSTALLED WHERE THE Lu OVERHANG(OH)LENGTH IS 37-1/8' Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+1 C3+1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 = EQUAL TO OR GREATER THAN L 42' DLO Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 p THE OVERHANG HEIGHT IS -9 Width EXEMPTED FROM WATER k P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 E Design Pressure +100/-100psf +100/-loops/ +92/-92psf• +60/•65psf +60/-65ps/ INFILTRATION RESISTANCE. Z 43-1/8' Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 I C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48' DLO Width Jamb 5 5 7 5 5 5 a 5 5 5 9 5 6 6 7 6 1 6 6 8 6 P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 9 9 9 10 10 10 10 TABLE B2: Design Pressure +80/-80psf +80/-80µs1 +80/-80psf +45/-Wpsf +45/-50psf Water4Limited 4DLO Head/Slll C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)Nom. Sill Proswro �• DLO Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 Sill Nan.ht Max.(+)DP P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 Riser Height Allotted Design Pressure +80/-80Pair +80/-80psf +80/-80psf +45/-Wpsf +45/-50psf None 141116' See Note 2 55-1/8" Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2MC6+3C3+2 C5+2 C5+2 C5+2 C5+2C5+2 C5+2 C5+2 C5+2 42 2-1/Z +36.7 psf �" DLO Width Jamb 5 5 6 5 5 5 7 5 5 55 6 6 6 6 6 6 7 6 43 3-12" +60.0 pst P-hook 7 7 7 7 7 7 7 7 8 88 9 9 9 9 10 10 10 10 44 41/1G +80.0 psi •+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-5/8" +100.0 psf i I i DLO WIDTH=NOM.PANEL WIDTH-8-9/16^ YHN�'��,,� DLO HEIGHT=DOOR HEIGHT-11-1/16" PANEL HEIGHT=DOOR HEIGHT-2-12" Pad.• ocEnrsF TABLE NOTES: L6 VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 `*: No.58705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 - I AND TABLE B2 DETERMINES THE WATER LIMITED(+)OR DP&ANCHOR QUANTITY TABLE m* J ROSOWSKI = 1 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® �p s6 �6 RISER IS NOT REQUIRED:OTHERWISE,+DP'S SHOWN IN TABLE 2 MAY BE USED. 3)SEE SILL RISER TYPES ON SHEET 4. 1070 TECH 4)SHEET APPLIES O 2,3 AND 4 TRACK CONFIGURATIONS. N.VENICE,FO 342 6DRIVE �� ,��ONAL 1ENG��; 5)REFER TO ANCHOR NOTES,SHEET 1. (941)480-1600 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING SGD-5570# NTSIII 8 OF 25 i� FPASGD5570. k1 A.LYNN MILLER,P.E. CERT.OF ALITH.#29296 P.E.#58705 I i EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, @ INTERIOR POCKETSOF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. 6' CENTERLINE CENTERLINE CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, MAX. OF PANEL 1 OF PANEL 2 OF PANEL 3 PROJECT DESIGN PRESSURE REQUIRED:+48.21-58.6 PSF POCKET BY OTHERS,SEE NOTE 6, SHEET6 '+T •a2'ANCHORAGE. 25,318'MAX. 6• ANCHORAGE, '+2'ANCHORAGE, MAX. 6'MAX. SHEET 12 •C3'CLUSTER, SHEET 12 C3'CLUSTER SHEET 12 1 SHEET 12 SHEET 12 END ANCHORAGE EXTERIOR j (MIN.1 ANCHOR) �1�y SEE POCKET JAMB v i EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEET PXXX(3-TRACK) TO AID IN C� BE ADDED IN-FIELD AS NEEDED TO i ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. CENTERLINE I- CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL SILL SPLICE INTERIOR OFINTERLOCK I�OF INTERLOCK ANCHOR INFORMATION. 6' CENTERLINE I CENTERLINE I CENTERLINE MAX. OF PANEL 1 OF PANEL 2 OF PANEL 3 POCKET BY o 0 0 EXTERIOR INTERIOR OTHERS,SEE NOTE 6, 0 0 0 0 0 0 0 SHEET 6 i i .a2. •a2'ANCHORAGE, 25.318'MAX. g• 1 ANCHORAGE, SHEET 11 '+2'ANCHORAGE, SHEET 11 ,�.CLUSTER,7 'C3'CLUSTER SHEET 17 EXTERIOR 1T MAX 21.6' FRAME JAMB SHEET 11 SHEET 11 END ANCHORAGE SEE POCKET JAMB (MIN.I ANCHOR) MAX. REQUIRED@ INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET 6 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +48.21-58.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: DESIGN PRESSURE IS+801-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER PRESSURE REQUIREMENTS. TO BE zsale o.c.OR LESS I FOR WOOD INSTALLATION USING ANY HeadlS@ I C3+2 ANCHOR IN GROUP A(SEE TABLE Al.TABLE I Jamb 1 5 j 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hooll 7 ? 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: CENTERLINE OF END PANEL 6"MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE'C3"CLUSTER ANCHORS AT , 6' THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT.ANCHOR TO AID IN +2 AHEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE' NCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE y , ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-318-,OTHERWISE ANCHORS ARE NOT REQUIRED AS ,-�'&Y LYN,yI ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL. PER THE FIGURE ABOVE: SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE Q; DETAILS DETAILS MIDSPAN OF EACH PANEL. :*:' No.58705 JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR FPA(LM) $ 3/24/16 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL — D = A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE im J ROSOWSKI ~70 '• l D b(�6 �_ LOCATIONS OF CROSS-SECTION DRAWINGS. ® %�.C� FTA F •r B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN - �ORIDI;,.• ' C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. &SIDLESHEET 4 N.VENICE,F D O 30Z$DRIVE ��'�s70NALIe"t"N D SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 (941)-480-1600 g p F SHEET 21 FOR A BILL OF MATERIALS. SGD-5570 NTS 9 OF 25 6 FPASGD5570.2 d 1 A.LYNN MILLER,RE P-HOOK:SHEET 6 CERT.OF AUTH.#29296 P.EJ158705 i 1-1/16'NOM. I 3/16"HS GLASS 7116"NOM. LI— 7116"NOM. �— .090"PVB 3/16"HS GLASS I 3f1 fi"—GLASS 3116'ANN GLASS - 75 76 NOTES: 1)BACKBEDDING SURFACES SHALL NOT .090'PvB_ .090'SG 7116"AIR SPACE 77 76 BE PAINTED OR LAMINATED. 3116"ANN GLASS PAINTED/ 3/16"HS GLASS 3116"T GLASS 2)PRODUCT MAY BE EITHER INTERIOR OR LAMINAPAINTED/ PAINTED/ i ^ 6 SURFACE ED O — —— LAMINATED OOR93 —LAMINATED EXTERIOR GLAZED,PROVIDED THAT THE f 80 0 61 SURFACE BO OR 81 SURFACE `!J/ SURFACE "HS"SURFACE OF A LAMINATED GLAZING a EXTERIOR I- -- I a EXTERIOR I a EXTERIOR UNIT IS ADHERED TO THE GLAZING LEG. j PRODUCT IS-EXTERIOR. I \ PRODUCT IS'EXTERIOR- I \ PRODUCT IS'EXTERIOR- I / \ GLAZED'IF#80-81 IS I 718'NOM. GLAZED"IF#60-81 IS 17/8"NOM. I I 7/8"NOM. "ANN"=ANNEALED GLAZED'IF tHE E31S TOWARDS THE EXTERIOR.I I GAS TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR.I I I GLASS "HS"=HEAT STRENGTHENED I BITE I I SITE I I I BITE "P B"=.090" 090RBUTACITE®PVB INTERLAYER a ED INTERIOR I \]INTERIOR I INTERIOR PRODUCT IS-INTERIOR- I I PRODUCT IS'INTERIOR- I �\^ I "S KURARAY AMERICA,INC. I v PRODUCT IS'INTERIOR- I "SG"_.090°SENTRYGLAS®INTERLAYER GLAZED'IF#BG-811S I 78 GLAZED'IF 080.81 IS I 78 GLAZED"IF#82-83 IS I 79 TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR I BY KURARAY AMERICA,INC. i SEE NOTE 2, 85I SEE NOTE 2, ' SEE NATE 2 86 THIS SHEET THIS SHEET THIS SHEET f GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 I 1-1/16'NOM. 1-3/16"NOM. SILICONE HOT-MELT BUM 3/16"HS GLASS 3116'ANN GLASS ' STRUCTURAL ' STSILICONE .090"SG 9132"AIR SPACE RUCTURAL -114"NOM. FOAM 3116"NOM. POLYISOBUMEN WITH 3/16'HS GLASS 75 76 HEAT-MIRROR FILM .090'PVB WITH DESICCANT DESICCANT �=i�\\ 9/32"AIR SPACE 7/16'AIR SPACE n 7e I 3/16"T GLASS 3/16"T GLASS 3/16"HS GLASS EXT.GLASS EXT.GLASS PAINTED/ PAINTED/ O 82 0 63 LAMINATED 84 LAMINATED ` / SURFACE SURFACE 7 EXTERIOR I EXTERIOR � INT.GLASS INT.GLASS PRODUCT IS"EXTERIOR- I / PRODUCT IS'EXTERIOR- I \ GLAZED'IF#82-63 IS I 718"NOM. GLAZED"IF#84 IS I 7/8'NOM. KODISPACE SUPER TOWARDS THEEXTERIOR.i D I GLASS TOWARDS THE EXTERIOR.ITE XX i GLASS 4SG TPS 76 SPACERS NXT a INTERIOR I I ITE INTERIOR PRODUCT IS ALUMINUM GLAZED"IF#82-83 IS 79 i I 79 GRIAZED'IF#64 IS ODUCT IS RIOR- i I\`�`^ E REINFORCEMENT POLYISO- DESICCANT FILL AREA TOWARDS THE INTERIOR.I TOWARDS THE INTERIOR.I U AS TE ITE BUMENE 5116'NOM. I86 5/16"NOM. SEAL SEE NOTE 2, / SEE NOTE 2, 77 86 BUTYLS SILICONE SEAL THIS SHEET THIS SHEET DESICCANT ROLL-FORMED GLASS TYPE 4 GLASS TYPE 5 I FOAM STAINLESS STEEL `\`TTIIIIIrI�7j7 i EXT.GLASS I �.��ONY LYfyN�/,,�� i EXT.GLASS •'' 1,ICENSF•..((�i VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 No.58705 = INT.GLASS INT.GLASS GLAZING DETAILS lm J ROSOWSKI p o DURASEAL® XL EDGE717 sT" On 76 1070 TECHNOLOGY DRIVE �� (CS •.40RIDI;.' C�� SPACER SPACER N.VENICE,FL 34275 � �o ''�S��NAL (941} 80-1600 SGD-5570 NTSIII 10 OF 25 i FPASGD5570.2 ,7TT IIT`` g A.LYNX IA�LLER P.E CERT.OF AUTH.#29296 y �� P.E.#68705 w i SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL CENTERLINE PANEL CENTERLINE 4" CENTERLINE 4.. CENTERLINE 4" CENTERLINE 4" Ell o o o L 1 o j(I �C$ LLL���CCC i EXTERIOR. EXTERIOR EXTERIOR EXTERIOR EXTERIOR j 2-TRACK CLUSTER'C3" 2-TRACK CLUSTER'C5" 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE v 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+i'ANCHOR LOCATION '+2"ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL i CENTERLINE 4° CENTERLINE 4" CENTERLINE CENTERLINE 4" CENTERLINE 4" f " o o EXTERIOR ­+ 3.22" EXTERIOR 3.22° EXTERIOR EXTERIOR 3.22" EXTERIOR 3-TRACK CLUSTER"C3- 1J 3-TRACK CLUSTER'CS' 3-TRACK INTERMEDIATE �J 3-TRACK INTERMEDIATE IJ 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+7"ANCHOR LOCATION '+2'ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK INTERLOCK CENTERLINE CENTERLINE CENTERLINE CENTERLINE q" CENTERLINE q" 4" I 0 0 0 EXTERIOR 3.22° EXTTEE1RIIC A 7=13,22' EXTERIOR EXTERIOR EXTERIOR V v 4-TRACK CLUSTER v 4-TRACK CLUSTER " 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE 'C3'ANCHOR LOCATIONS 'CS"ANCHOR LOCATIONS '+1'ANCHOR LOCATION "+2'ANCHOR LOCATIONS '+3"ANCHOR LOCATIONS NOTES: I FIGURES PERTAIN TO THE FOLLOWING SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK 4 DISTANCE IS 2.375" ll2-375- 2) TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.375" 2.375" FOR ALL SILLS: HeadlSill 1 \�``"N`(ILY(V!/'�''i Jamb 5 ;.` Nhj FIGURES PERTAIN TO THE FOLLOWING SILL P-hook 1 ] ��,:-•UCENSF••/C�C<` E CLUSTER ANCHOR LOCATIONS: Q:• •,.�, * NO.58705 VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 ANCHOR LOCATIONS A 11 IS 8- J ROSOWSKI =70 (a 6 �6 1070 TECHNOLOGY DRIVE t1cRill N.VENICE,FL 34275 III` C3 1 i AL 5 � �� '�TNII I I Jamb 1` amb7 (941)-480-1600 A.LYNN MILLER.P.E. )f CERT.OF AUTH.#29296 SGD-5570 NTS 11 OF 25 j$ FPASGD55702k} NN Mil58705 `i HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK— 4" PANEL CENTERLINE 4" PANEL CENTERLINE 4' CENTERLINE CENTERLINE CENTERLINE 4' I EXTERIOR 1 3.22" EXTERIOR 3,22" EXTJJERRIOR EXT E R IOR 3.22" EXTERIOR 2-TRACK CLUSTER'C3' 2-TRACK CLUSTER"CS' 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATEi 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1'ANCHOR LOCATION '•2'ANCHOR LOCATIONS '+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR 1 PANEL INTERLOCK INTERLOCK PANEL PANEL !!! CENTERLINE 4„ CENTERLINE 4„ CENTERLINE CENTERLINE 4.75" CENTERLINE 4" EXTERIOR 3.22" EXTERIOR —r•+ 3.22 EXTERIOR EXTERIOR EXTERIOR Cny 3-TRACK INTERMEDIATE �+I-Iy 3-TRACK INTERMEDIATE �L 3-TRACK INTERMEDIATE 3TRACK CLUSTER'C3' 3-TRACK CLUSTER'CS ANCHOR LOCATIONS ANCHOR LOCATIONS 'i1'ANCHOR LOCATION v '+2'ANCHOR LOCATIONS v '-3'ANCHOR LOCATIONS i ASTRAGAL OR ASTRAGAL OR PANELPANEL PANEL INTERLOCK INTERLOCK-- CENTERLINE CENTERLINE CENTERLINE 4" CENTERLINE 4' CENTERLINE 4" I t I EXTERIOR 3,22" EXTERIOR 3.22 EXTERIOR EXTERIOR EXTEE IIOR T3.22' 4-TRACK CLUSTER 4-TRACK CLUSTER " ANCHOR LOCAT ON 4-TRACK INTERMEDIATE ¢ ANCHTRACK OR L •♦r LOCATIONS 4-TRACK LOCATIONS f 3 "C3'ANCHOR LOCATIONS 'CS"ANCHOR LOCATIONS NOTES: j FIGURES PERTAN TOTHE FOLLOWWG HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. I INTERMEDIATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375" FOR ALL HEADS: 2)TRACK-TO TRACK DISTANCE IS 2.375" t2.375" FOR ALL HEADS: Head/Sill 7 LYNN FIGURES PERTAW TO THE FOLLOWING HEAD P rook 7 CLUSTER ANCHOR LOCATIONS: = Q• �� _* No.58705 VINYL SLIDING GLASS DOOR FPA(LM) A 3/24/16 ANCHOR LOCATIONS B & J ROSOWSKI0'• stA HoadlS710 1 1070 TECHNOLOGY DRIVE n a Jamb 5 N.VENICE,FL 34275 k 114iook 1 7 (941)-480-1600 CERT.OF AUTH.#29296 SGD-5570 NTS � 12 OF 25 jjgjFPA-SGD5570.2jjjj I A.L NN.MIL 7EOR.P.E. P.Ei P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: 2.375' 4.75" 7.125" 6" MAX. 21.6" 21.6' 21.6" HeadlSill C3+1 MAX. MAX. MAX. Jamb 5 EXTERIOR EXTERIOR O.C. EXTERIOR P•hook 7 0.C. O.C. OPT.ANCHOR TO AID IN ALIGNMENT i 6" 6" 6" NOTES: MAX. MAX. MAX 1)STANDARD ANCHOR LOCATIONS SHOWN. I 2-TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME BELOCATED 3 AND N ADJACENT TRACKS CK JAMBS, RS MAY JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE CONSTRAINTS. G 12" MAX. JAMB JAMB JAMB i. (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500' PER END @ 1"X.500" PER END @ 1"X.600- SIL .500"SILI SILL EXTERIOR SILL lz EXTERIOR EXTERIOR (3)TRACK WEEP HOLES j 6"MAX. EVERY 24"@ 1.125"X.190"; (6)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24'@ 1.125'X.190" (10)TRACK WEEP HOLES ` TO AID IN 24 @ 1.375"X.500" (1)WEEP NOTCH EVERY EVERY 24'@ 1.125"X.1 90'; ALIGNMENT 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY 24'@ 1.375"X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) OF ANCHORS REQUIRED IN THE P-HOOK. FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB �1GENSF•,4 (P-HOOK)ANCHOR LOCATIONS: Q.• :��i * No.58705 j VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 = — ANCHOR LOCATIONS C 8.W J ROSOWSKI �O "S'0 16 ,•'�u a T Headl5111 ca+1 1070 TECHNOLOGY DRIVE $ Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)-480-1600 CERT.OF AUTH.#29296 SGD-5570 NTS 13 OF 25 g FPA-SGD5570.2 J 1 A U REX 58705 YNN MILLER,FE ( i HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FLLOWNP90- O TO THE NERSI FOLLOWING 90•CORNER SILL ANCHOR LOCATIONS: 90" o 4" 4" 4" 4" 4" 4" 4" 4" o o Head/S(II 1 3.22" EXTERIOR 3.22"EXTERIOR .lamb 5 2-TRACK 90°CORNER 2-TRACK 90•CORNER JJ P4ioDk 7 'C4'ANCHOR LOCATIONS 15 •06'ANCHOR LOCATIONS 15 2-TRACK 90'CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE-C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) •C4'ANCHOR LOCATIONS ��II 'C6'ANCHOR LOCATIONS q q (USE WHERE-C3"IS SPECIFIED) 1J (USE WHERE'C5'IS SPECIFIED) 1 M M M 1 ' 11 t7 f7 1 I I o 4" 4" 4" 4" 4" 4" 4" 4" ° f EXTERIOR3-22" EXTERIOR 3.22" .I 3-TRACK 90°CORNER R 3-TRACK 90'CORNER J� EXTERIOR EXTERIOR ! •C4'ANCHOR LOCATIONS V "06"A NCHOR LOCATIONS 3-TRACK 90'CORNER 3-TRACK 90'CORNER (USE WHERE'C3-IS SPECIFIED) (USE WHERE-C5-IS SPECIFIED) 'CW ANCHOR LOCATIONS � 'CW ANCHORLOCATIONS (USE WHERE-C3-IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) J 4 4" 4, 4" ���•• �ICENg !Ll/� r 4" =*: NO.58705 4" 4" ° 6 /6 O�•. Sr OF !(� 03.22 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90'CORNER EXTERIOR EXTERIOR 4" EXTERIOR •C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 1 y 4-TRACK 90•CORNER 4-TRACK 90°CORNER (USE WHERE-Cr IS SPECIFIED) CS IS SPECIFIED ED) (USE W ' ) v 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) A.LYNN MILLER.RE NOTES: P.E.0 56705 FIGURES PERTAIN TO THE FOLLOWING 90'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: I VINYL SLIDING GLASS DOOR FPA(LM) JAI 3/24/16 {{C 90" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE t SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS Dm� J ROSOWSKI Head1S91 c 1 _ ' .lamb 5 3)TRACK-TO-TRACK P-hook 7 DISTANCE IS 2.375" V2-375" t2.375- 1070 TECHNOLOGY DRIVE FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 (941)-480-1600 CERT.OF AUTH.#29296 SGD-5570 I NTS f 14 OF 25 Jill FPASGD5570.2jj I I i RES PERTAIN O THE HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FILOWING13WCO CORNER FOLLOWING 135•CORNER SILL ANCHOR LOCATIONS: 135' 4" ° 4" 4" 4" OE��RIQR 04" liead/sm t ERIOR 3 22" EXTERIOR 4" EXTERIOR Jamb 5 �I�y any �L R P-hook 7 2-TRACK 135'CORNER " 2-TRACK 135•CORNER 2-TRACK 135•CORNER �/ 2-TRACK 135'CORNER 'C4'ANCHOR LOCATIONS '06'ANCHOR LOCATIONS 'CC'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE'C3*IS SPECIFIED) (USE WHERE'CS IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE-05•IS SPECIFIED) 1� NIX " " 4" 4" 4 4 14 4" 4 4" ° �j�XTERIOR EXPTERR10R EXT,IERRI,OR EXTEnRIOR�/ 3.22" V . V 3-TRACK 135*CORNIER 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 135'CORNER �( 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS i (USE WHERE-C3'IS SPECIFIED) (USE WHERE"CS IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) i J� F 4" 4 4" a" �.\`�w\x Y LYNiy'''�,, \"\ 't ••' LIGENS�;�((i 0 Q ` F 4" 4" z*; No.58705 *` !p ' EXTERIOR EXTERIOR EXTERIOR EXTERIOR ���'-, STA 4-TRACK 135'CORNER ID 4-TRACK 135°CORNER �/ 3.22" '��� :cCORIDP,.•'•��` 'C4'ANCHOR LOCATIONS 'C6"ANCHOR LOCATIONS 4-TRACK 135'CORNER 4-TRACK 135'CORNER '�,�S7pNAL Er1G`�. (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS-IS SPECIFIED) 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) i A.LYNN MILLER.P.E. NOTES: P.E.M 58705 FIGURES PERTAIN TO THE FOLLOWING 135-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 135" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ANCHOR LOCATIONS E S J ROSOWSKI SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. HeadlS)II 1 Jamb 5 3)TRACK-TO-TRACK P-hook 1 7 DISTANCE IS 2.375" 2-375" 2.375" 1070 TECHNOLOGY DRIVE &� FOR ALL HEADS AND SILLS: N.VENICE,FL 34275 (941}480-1600 CERT.OF AUTH.#29296 SGD-5570 III NTS 111 16 OF 25 1 g I FPA-SGD55702i� FIGURES PERTAIN TO THE FOLLOWING HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SPLICED SILL ANCHOR LOCATIONS: SPLICE SPLICE SPLICE SPLICE i LOCATION 4" LOCATION 4' LOCATION LOCATION 4" 4" EXTERIOR EXTERIOR 3.22• EXTERIOR EXTERIOR HeadIS81 1 I 2-TRACK SPLICE 2-TRACK SPLICE 2-TRACK SPLICE 2-TRACK SPLICE 'Iamb 5 I 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4•ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS P-hook 1 7 (USE WHERE"C3'IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) ) SP4.75' LICE SPLICE SPLICE SPLICE j LOCATION LOCATION 4, LOCATION Q" LOCATION Q•' 0 0 0 EXTERIOR 4" EXT1E--IRIOR 3.22 EXTERIOR 3.22" EXTERIOR 4" �L 3•TRACK SPLICE 1 y 3 TRACK SPLICE (� 3-TRACK SPLICE 3-TRACK SPLICE 'CO'ANCHOR LOCATIONS v 'C6'ANCHOR LOCATIONS �J 'C4•ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE•C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE'C3"IS SPECIFIED) (USE WHERE'C5'IS SPECIFIED) t( SPLICE Q,7rj" SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION MLOCAn 4" _ E 0 0 EXTERIOR EXTERIOR EXTERIOR YLYNN4• 3.22" 322" ExTERIO3.22" �` ' 4-TRACK SPLICE 4-TRACK SPLICE 15 4-TRACK SPLICE 1 y 4-TRACK SPLICE ���.•• "'••.•�Zj���� 'COANCHOR LOCATIONS 'C6'ANCHOR LOCATK)NS 'C4'ANCHOR LOCATIONS v 'C6'ANCHOR LOCATIONS . C1. �.ICENyF•.•(� I,_ (USE WHERE-C3-IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) (USE WHERE'C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) Q,= •:(n�i *; No.58705 4 —30 j0o=. GA '. NOTES: '•�jq ZORIDP,,•'��x� 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. �isz0/VAL i FIGURES PERTAIN TO THE FO 2 ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL•OR INTERLOCK. A.LYNN MILLER.P.E. I TIONS SPLICED ) I HFAOANCHoaLocAnoNs: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.EN 56705 t 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR FPA(LM) $ 3/24/16 i DISTANCE IS 2.375" 2.375 2.375" FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS FS J ROSOWSKI 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED 1070 TECHNOLOGY DRIVE HeadlStll C3 1 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENICE,FL 34275 c P-hook (941)-480-1600 CERT.OF AUTH.#29296 SGD-5570 NTS 16 OF 25 # FPA-SGD557o.2 £ } i I PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES I DOUBLE PANEL I OUTSIDE 90 ASTRAGAL A OUTSIDE AL INSIDERS C INTERLOCK M ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE I ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INTERLOCK INTERLOCK STILE WI HANDLE BOXOUT BOXIN RECEIVER RECEIVER RECEIVER RECEIVER INTERIOR OR OUT IN — - - EXTERIOR GLAZEDDOUBLE M LOCKSTILE In,.C� INTERLOCK INTERL CK E F PP K L L TC TA TV TW J LOCKST,LE ,...,.,.c� ASTRAGAL OUT /� _ (snra/p Rox0o SINGLEC C c C INTERLOCK B /�] P A C I C SC I SA '� S V �S W V D INTERLOCK INTERLOCK ; SINGLE DOUBLE LU f— a FIXED RR R , S S FC ' FD FV FW ' DOUBLE SINTERLOCK t-- """""""�-•T LOCKSTLOCKSTILESTILE A I!f (Doxo�uq (WXA9 E W W HAN ILE D A/J I / J U ASTRAGAL �.nnnnnr� LOCKSTILE(BOKI -J Wl HANDLE I►�I VOM (WX-9 Cn I I ASTRAGAL LR T V i DSSINGLE INTERL CK INTERLOCK i LL Box our t=oub I i i � W ASTRAGAL J T U BOX IN ASTRAGAL CT CS CF ZRECEIVER i QASTRAGAL A T AS DF i 0•• RECEIVER 1 OUT.135, VT VS VF ASTRAGAL RECEIVER IN.AG WT' I WS WF ASTRAGAL RECEIVER 1 _ I LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F"SHOWN. i PANEL NOTES: �Op1IY LY/VN 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. a'�.•''�10ENSF•;Q� 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 _*: No.58705 t NOT AVAILABLE. PANEL TYPES 14- J ROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". ® i 0 C(jIT 6 I6 ! 6 6 i 7N'- 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH 1070 TECHNOLOGY DRIVE m m8 :,C�� '•F<ORIDA..'G��� TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. N.VENICE,FL 34275 1 o'y� (941)-480-1600 NIULCERT.OF AUTH.#29296 11ISGD-55701$ NTS j 17 OF 25 FPA-SGD5570.2�4 A.LY.E.05I705 ` Imo- 5.875 10.635- �-.540 125 4L ---.550 '291 .061 - 762 500� r-.125 ��' C .100 J❑ 1.812 p p p o� 1.681 --II--.062 -•930 301 1.928 �- Q®G=�®�® ® A FRAME C7)COVER SCREW ANC TE 9 TRACK INSERT 10 EXTENDED POCKET 5.1178 O1 INTERLOCK GAP, 2 TRACK HEADIJAMB © 4 TRACK SILL 1.000 252 231 060 2.060 r .100-� r--- 8.253 -1 �- 8.250 -�- 1.43511- 062 1.613 I .080 L .100 p r 9491 �� 1.813 0 p o 1.681 u u 062 060 100irl A 6QLr-Y� 1�SUOPPOMRAIL 12 ADD FRAME ILL 13 COVESILL TRACK R CK 17 P-HOOK ADAPTOR 18 P-HOOK @ 3 TRACK HEAD/JAMB ®3 TRACK SILL .094 125 i 1540 -.540 291 .061 229 2.975 2.141-] r - 10.625 6.875- I 3.000 075 100 -i 626 .500 0��.os2 i 2.607 �� 1.406 rw, F ❑ ❑ 1.813 o 1.681 --II--.062 //�� .329 J 100 I da� ��-A 19 KEEPERED ©0 KEEPER l`J BAR GOVERREINFORCEMENT Q BAEIRNFORCEMENT FIXED PANEL CLIP PLATE TE RCEMENT F OS 4 TRACK HEADMAMB 2 TRACK SILL 2.511--j a r 2.838--� 1.570 rf 1.625 --{ 1.595 IF -�y 1.595 I+ I 1 i I 3.483 309 2.696 .080 2.073 .099 i - r-.125 1 2.833 2.366 T- .070 .075 4.635 4.279 .100 I 1 .300 2.768 •400 8 2.768 2.0125 •312 2.2110 r.090 2.116 I ❑ �7 ®INTERIOR JAMB COVER L 1 I U .110 •7 1 .182 .120 --I l--.182 �-2.710 1 �e 1.875 �- TOP,BOTT .120 2.291 .100 L PANEL STILE,TOP INTERLOC AND STILEOM © AND STI BOTTETOP, OM ENFORCEMENT, ®REINFORCEMENT, REINFORCEMENT INTERLOCK ADAPTER 31 ADAPTER INTERLOCK.300 INTERLOCK.400 ASTRAGAL EXTENDED POCKETK 32 ASTRAGAL ADD-ON 33 AND BOTTOM RAIL 1 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY s REINFORCEMENT 3.326 3.452 r-3.345 NOTES: _ I 1.472 919 1)SEE SHEET 4 FOR 3.209 3.713 .090 I SILL RISERS. E 125 - 125 060 2.175 .046 1.500 3.247 3' 5 060 2)SEE R SHEET A .070 1 170 I�-229 .065 919 FOR SCREEN PARTS. .300- 135°CORNER 135°CORNER 135°CORNER 135`CORNER 90°CORNER 90°CORNER 90"CORNER 3)ALL DIMENSIONS ASTRAGAL ©PASSIVE MOUNT EASTRAGAL XTERIOR OAP ASTRAGAL ASTRAGAL OAEXTEROR RAGAL CAP EXTERIOR ASTRAGA IN INCHES. `,,%\ NYLYIy r"' -x1.912 912 .210 .252-1 .173-� r =7k N0.58705 ! LL { r VINYL SLIDING GLASS DOOR FPA(LM) 3124/16 _ 1.261 .062 1.261 D 1.261 1.261 1.26, _ 065 EXTRUSIONS' JROSOWSKI `� �� 616 �- 80 7/16' 81 7116" 2 1-1/16' 1-1116' 1-3/16" %,t�� •F�oRIDA,.•' ���� j SQUARE BEAD BEVELED BED BEVELED BEAD 83 OGEE BEAD OGEE BEAD 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 �g rrrrrrll���`� (941)-480-1600 ! A.LYNN MILLER P.E. CERT.OF AUTH.#29296 SGD-5570 NTS 18 OF 25 FPA-SGD5570.2 k P NEI 58705 1)INSTALL- 2)INSTALL CLIP HEADER BLOCK TO HEAD JAMB TO HEAD CLIP INTO INTO FRAME ATTACHMENT (4)ANCHOR ASSEMBLY PANEL JAMB$ HEADER JJJ INSTALL ONE BLOCK AT IN NSTALLATION, STILE ° SUBSTRATE,SEE BLOCK EACH INTERLOCK L TABLE A,SHEET 1 TABLE 1 AT ASTRAGAL,INSTALL ` �(3)#10 X ° ONE BLOCK THAT 3 #8 X s3 1.5"SMS / SPANS BOTH PANELS. i 9° 1")SMS o I I ° I d o FIXED PANEL CLIP 0 2s FIXES INSTALL ONE CLIP AT THE i OPAN MIDSPAN OF EACH FIXED / (2)1/4" CLIP PANEL-TO-FRAME JAMB LOCATION. X 2-1/4"SMS #8X1" SMS� _/ \ (4)#10 zi BAR COVER \ I X 2"SMS ss 22 REINF.BAR si #8/4 1-1/4"SMS KEEPER JAMB TO I KEEPER T( JAMB p i SILL ASSEMBLY ATTACHMENT LOCKING JAMB ' I d o REINFORCEMENT PLATE I ATTACH WITH#8 X 1-114" 4-PANEL,2-TRACK 1 KEEPER is I� @ 341/2"MAX O.C. OXXX SHOWN \ o p I (4)#10X i 2"SMS 60 INTERLOCK INTERIOR CLIP COVER i NOTES EXTERIOR ' INTERLOCK 24 REINF.PLAT1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. I E 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. LYNN'��� BOTTOM RAIL °` s4#10 X 3)SEE TABLES 1$2 FOR REINFORCEMENT REQUIREMENTS. -1/2"SMS 4 CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. s SUPPORT 2 � ) (2)#10 X 1"SMS VINYL SLIDING GLASS DOOR FPA(LM) 3/24/16 NO.58705 THROUGH SUPPORT, 92 INTO PANEL PANEox L ACCESSORIES INSTALLATION JROSOWSKI � ��06�6 0=_ I INTERLOCK SILL RETAINER 11l2"sMs ASSEMBLY ® s `sE ;0,�. sra of ALL PANEL CORNERS 1070 TECHNOLOGY DRIVE CLIP ATTACHMENT WELDED,NO ASSEMBLY N.VENICE,FL OGY S s �s i ANAL INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS rc ��� 111[%%%(941)-480-1600 � I CERT.OF AUTH.#29296 SGD-5570 11 NTS 19 OF 25 1x91 FPASGD5570.2g g a L 1 N.a567 5 FE t BOX SCREEN DETAILS: _ STANDARD SCREEN DETAILS: ///��� n r� &Ro--c- 121 RI 5 J--� � JI� 725 723 " �❑iI� 106 102 119 103 �� 5 e � 121 133 _ 132 I� � 117 tp6 iiQ -ice I 118 130 i _HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE EXAMPLE v �� 115 `\ 32 131 � 102 177 �1 121 � (DOR`/ 122 1 R(�)O `-'� o RT R`>R ) o ! 715 118 HORIZONTAL SECTION EXAMPLE 109 - 112 129 104 102 HORIZONTAL SECTION 117 ; I 1.081—+✓ r [-1.081 EXAMPLE I ! 5 1 1.202 1.778 1.778 35 I I 875 —��050 — 050 .045 .875 r— 1.020 ]� 120 SCREEN 121 SCREEN 122 SCREEN OXO 1: 1 993 1 8711 — FRAME SIDE RAIL, ASTRAGAL RAIL LATCH ADAPTER �!F.062 —�•!�—.Os2 L��j.062 I BOX SCREEN BOX SCREEN BOX SCREEN 100 to+ (9SIDE I TOP RAIL BOTTOM RAIL SIDE RAIL r—.725 i +z7 .765 782L-1- OR f-7—I­.040 730 11a 1.020 1.593 . —�� .� 28 .0 62 1.373 120 701 V SCREEN ILL 2 R 4 3063 214 SCREEN O 1.872 � .055 ADAPTER ADD-ON 124 osz I•—.37z 107L� F{i El BOX BOX BOX SCREEN 103 d SCREEN 104 SCREEN 105 OXO INTERLOCK SNAP-ON ASTRAGAL BUG FLAP ADAPTER 111 i 1 I VERTICAL CTION VERTICALEXAMPLE NOTES: EXAMPLE NOTES: `�`�<�QNY 1.3061)ALL DIMENSIONS IN INCHES. 1 tC ENSF•,(� I 1.343 .055 ---11.487 50 1.487 i-- 1.510 VINYL SLIDING GLASS DOOR FPA(LM) g 3/24/16 '�= NO L �ro 6 SCREEN DETAILS ljmj J ROSOWSKI :� /o @108 BOX SCREEN 107 BOX SCREEN 108 BOX SCREEN HEAD lA ASTRAGAL OSILLADD-ON E)ANDJAMB ADD-ON ��S .,oRIDP,.• �2� ADAPTER 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 �� '77jONAL1G 17�� (941)480-1600 CERT.OF AUTH.#29296 SGD-5570�11 NTS I 20 OF 25 1$ FPA-SGD557o.z i A.LYNN M=.PA P.E.0 56705 i TABLE C: TABLE D:BOX SCREEN # Part Description Material # Pert# Deacrlption Material # Part# Description Material 1 19001 2-Track HeadlJamb Rigid PVC 42 19085 Sill Riser-(2.1/7') 6063.76 Alum 100 12256 Box Screen Top Rail 6063 TS AI 2 19002 2-Track Sili Rigid PVC 43 19022A Sill Riser-(31/71 6083-T6 Alum 101 12257 Brno Screen Bottom Rail 6063 76 AI 3 19025 3-Track HeadfJamb Rigid PVC 44 190234 Sig Riser-(4.1116") 6063.78 Alum 102 12258 Box Screen Side Riul 6063 75 AI 4 19025 3-Track Sill Rigid PVC 45 19024A Sill Riser-(4-SIV) 6063T6 Alum 103 64428 Box Screen interlock 6063 TB AI 6 19027 4-Track HeadfJamb Rigid PVC so 718MM .187"x.32("Fine"(Stile) 104 17347A Box Screen Snap on Bug Flee 6083 TS AI 6 19028 4-Track SN Rigid PVC 51 71695K 1-1/2"x V x 3W Fn Seat Dust Plug 105 64345 Bar Screen 0)0 Astragal Adapter 6063 76 Al 7 19009 Frame Screw Cover Rigid PVC 52 71696 Dust Plug 106 17349 Box Screen Astragal Adapter 6063 T5 AI B I 19031 jAnchcr Plate W63.78 Alum. 60 419041 Interlock Clip Cover PVC 107 19039 Box Screen Frame Sill Add-on WW 76 AI 9 19007 Track heart 806376 Alum 61 78153X Tandem Roller Assembly SS 108 19038 Box Screen HeadfJamb Add-on 6063 T6 AI 10 19084 Interlock Cap-Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembly Nylon 109 720X1X 014-M x 1"MS @ Tap Rail SS 11 1 19036 jBoltom Rail Support 606376 Alum. 63 7W6FPTX #8 x 314'Ph.FH SMS @ Roller 8 Reint SS 110 720X11ZX #14.20 x 1-112'MS @ Bottom Rail SS 12 1 19008A Outer Sill Cover 606376 Alum. 64 419042 Frame Header Block Nylon 111 717936 W9tp,.270"x.1ST-Fn Seal 13 19011 S7 Tmck Cover Rigid PVC 65 48052 Roller Acl.Hole Plug PVC 112 01805K Wstp,.187"x.500'@ Bug Flap 17 19032 P-Hook Adaptar 606376 Alum 66 44385 4 Hole Bumper Stop PVC 113 7SRAZ Standard Roller Nylon I 18 18040 P-Hook 606376 Alum. 67 76X114FPTX #6 x 1-114'Ph.FH SMS @Bumper Stop SS 114 7SRAX HD Rollo SS 19 1DD47M Extended Keeper 606376 Alum. 68 718986 Sill Plug PVC 115 varies Screen Locking Hardxare Stall 20 19029M Keeper W6376 Alum. 69 7818511 Gemini Mortise Lock wllalg Trim plate SteeVSS 116 419053 Screen Keeper Sted 21 19014 Reinforcement Bar Corer Rigid PVC 70 71032X1FPFX 10-32 x 1"Ph.FH MS @ Lock SS 117 76X1PPA #6 x T'Ph.PH SMS Steel 22 19030 Reinforcement Bar6006.75 Alum. 71 varies Handle Kd Cast Zinc 118 1892/314 Screen Spl ne-.15V 8.185 Vinyl 23 19037M Fixed Pend Gip 6063.76 Alum. 72 19054 Interlock Retainer Clip Nylon 119 1816020 Screen Cloth Rberglesa 24 19035M Reinforcement Plate 606376 Alum. 76 Kommer ing 4SG TPS Spacer System TABLE E:STANDARD SCREEN 25 19017M Tap Rail,Bottom Rail and Lockable 6005.75 Alum 76 Quanex Super Spacer nXr with Hat Melt Butyl See Sheat 10 for 25 19Rdnforcemerd Composite 77 Quanex Duraseat 046 Materials 27 19018M Interlock.3DD Reinrorceme tt,Std 6005.75 Alum. 78 Cardinal XL Edge Spacer 28 19013M interlock.400 Reinrorcement,HD 600M Alum. 79 Dox Caning 895 or GE-7700 Backbeddng Silicone l 29 19019M Astragal Reinforcement 6005.75 Alum 8o 19080 7/18"Square Bead Rigid PVC 30 19083 Extended Packet Interlock Adaptor 8063T6 Alum 81 7/18"Beveled Bead Rigid PVC 31 19008 Interlock Adaptor Rigid PVC 82 19044 1-1116"Beveled Bead Rigid PVC 32 19008 Astragal Addax Rigid PVC 83 19045 1-1116"Ogee Bead Rigid PVC 33 19004 Panel Stile,TaplBottom Rail Rigid PVC 54 19018 13r1E'Ogee Bead Rigid PVC ' 34 19040 Interior Jamb Cover 606376 Alum. 85 71725K Setting Block 12"x 4"x 1118',85+/-5 duro. Neoprene 35 19078 135"Comer Astragal 606376 Alum. as 71728K Setting Block 1"x 4"x 1/16",85+/-5 duro. Neoprene 38 19077 135°Caner Astragal Passive Mount 606376 Alum. 90 781PSTX #8 x 1"Ph PH SMS Q Frame Assembly SS 37 19079 135'Comer Astragal Cep-Ext. Rig d PVC 91 78X114PHPT410X 48 x 1-114"Ph.PH SMS @ Reint Bar SS 38 19080 135°Caner Astmgat Cap-Int Rigid PVC 92 710X1PHPTIB-BX 010 x 1"Ph.PH SMS Q Rail Support SS 39 19078 90°Comer Astragal 808376 Alum. 93 710X115PPX 010 x 1-1/7 Ph.PH SMS @ Fxd PnL Gip SS 40 19081 90°Comer Astragal Cap-Ext. Rigid PVC 94 710X25PHPT18-BC #10 x 2-117 Ph.PH SMS @ Raint PlatalAst. SS 41 19082 90°Comer Astragal Cep-Int. Rigid PVC 95 7142D12-25FPFX #12 x 21/4"Ph PH SMS @ Hdr.Block SS i 96 710X1.75PPX 1#10 x 1.3x4"Ph.FH SMS @ Keeper SS t 97 71OX34PPX 1#10 x 314"Ph.PH SMS @ Ext Pkt.int. SS �.�'�ONY I LYN1y ` ��.. . .. . If I IIGENSF'•.1�� * NO.58705 ' VINYL SLIDING GLASS DOOR FPA(LM) �' 3/24/16 PARTS LIST s J ROSOWSKI =�'• /o Cts•. STA Op :•��(/\ I 1070 TECHNOLOGY DRIVE '/`.S70NAL ENG`` NOTES: N.VENICE,FL 34275 1)ITEMS#14-16,4649,53-59,73,74 8 87-89.98 8 99 ARE NOT USED AND (941)-460-1600 Iss �rrr ARE NOT PART OF THIS APPROVAL. SGD-5570 NTS 21 OF 25 g} FPA-SGD5570.2 A LYNN MILLER,P.E. CERT.OF AUTH.#29296 c REN 58705 i r ANCHORAGE DETAILS FOR SLIDING GLASS DOORS WHEN INSTALLED WITH FRAME FIN ADDON @ HEAD AND JAMB (SHEETS 22-25) TO ACHIEVE PROPER ANCHOR EDGE DISTANCE,THE FOLLOWING SHEETS(22-25) TYP.ANCHOR TYPE,EMBEDMENT SHOW ANCHOR PATTERNS AND EDGE DISTANCE PER THAT MUST BE USED WHEN EMBEDMENT SUBSTRATE EDGE SUBSTRATE,SEE TABLE A,SHEET 1. USING THE FRAME FIN ADDON. 1/4"MAX. DISTANCE — TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER Bs SUBSTRATE,SEE TABLE A, EMBEDMENT EXTERIOR NOTES SHEET 1. TYP.ANCHOR TY , EMBEDMENT ANDPEDGE i 1)DETAILS APPLY TO 2,3 1/4"MAX. DISTANCE PER SUBSTRATE, AND 4 TRACKEDGE a d SEE TABLE A,SHEET 1. CONFIGURATIONS. DISTANCE o E 1/4"MAX. O _O 2)REFER TO TABLE A dQLni �� I FOR ANCHOR EXTERIOR E CONSTRAINTS. SUBSTRATE 99 �o a EMBEDMENT EXTERIOR 3)SILL ANCHORAGE �n D WITH FIN ADDON IS V EDGE SUBSTRATE UNCHANGED FROM THE DE 2-TRACK FRAME DISTANCE I BOX FRAME DE 2-TRACK FRAMEE3 HEAD ANCHORAGE DETAIL 2 ANCHORAGE. A2 JAMB ANCHORAGE DETAIL to'E�?\ 2 TRACK FRAME F3 SILL ANCHORAGE DETAIL r JAMB ANCHORS LAYOUT(USING FRAME FIN ADDON): 2.375" 4.75" FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: NOTES: j '') r— 1)STANDARD ANCHOR i LOCATIONS SHOWN.FOR 3 AND I 4-TRACK JAMBS,ANCHORS IN THE INTERIOR TRACK MAY BE LOCATED IN THE ADJACENT 21.6" 21.6" 21.6" TRACK AS REQUIRED TO MEET MIN.EDGE DISTANCE MAX. MAX. MAX. I Head/Sig q+1 CONSTRAINTS FROM THE O.C. EXTERIOR O.C. EXTERIOR O.C. EXTERIOR Jamb 5 ! ry\ P 7 INTERIOR. `SONY LYlyiy��., f Q��.• ��CENSF •.(�F� I 6" 6" 6" L&VINYL SLIDING GLASS DOOR FPA 3/24/16 =* No.58705 *= MAX. MAX. MAX. ANCHOR LOCATIONS A f t J ROSOWSKI v I 2-TRACK FRAME I 3-TRACK FRAME 1 4-TRACK FRAME ��•.. 5T TE OF (V` JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS 1070 TECHNOLOGY DRIVE m i�� '•��ORIOp..•' \C\�� j N.VENICE,FL 34275 m (941)-480-1600 CERT.OF AUTH.#29296 11ISGD-5570% NTS 22 OF 25 j f FPASGD5570.2 k A.LYNN MLLLER P.E P.Ex 687Gs i i HEAD CLUSTER ANCHORS LAYOUT(USING FRAME FIN AMON): HEADY'INTERMEDIATE ANCHORS LAYOUT(USING FRAME FIN AMON): ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL CENTERLINE PANEL CENTERLINE CENTERLINE CENTERLINE CENTERLINE ull:;W 51f EXTERIOR 4" EXTERIOR 4" EXTERIOR EXTERIOR 4" EXTERIOR ' n n ,Jn� R 4" i ID 2-TRACK CLUSTER•C3• 2-TRACK CLUSTER"C5• 15 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 'r1'ANCHOR LOCATION ^rT ANCHOR LOCATIONS •+3'ANCHOR LOCATIONS j 1 1 ASTRAGAL OR ASTRAGAL OR INTERLOCK 4" INTERLOCK 4" PANEL PANEL 4" PANEL 4" CENTERLINE CENTERLINE CENTERLINE CENTERLINE CENTERLINE 01r. Ti rRU E I ! I EXTERIOR 3.22" EXTERIOR —+-I 3.22 EXTERIOR EXTERIOR 3.22" EXTERIOR 3-TRACK CLUSTER'C3' 3-TRACK INTERMEDIATE �L 3-TRACK INTERMEDIATE �L 3-TRACK INTERMEDIATE 3•TRACK CLUSTER'C5' •+1'ANCHOR LOCATION ANCHOR LOCATIONS LOCATIONS ANCHOR LOCATIONS ANCHOR LOCATIONS t ASTRAGAL OR ASTRAGAL OR INTERLOCK 4" INTERLOCKPAN- 4n CENTERLINE CENTERLINE CENTERLINE 4" r CENTERLINE CENTERLINE G SGI p C toRO 0 EXT2ERIIOR 3.22" EXTTTE�1RIIOR 3.22 EXTERIOR EXTERIOR EXTTEIRIOR v 4-TRACK CLUSTER v 4-TRACK CLUSTER �J 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE.-2' .2 y 4-TRACK INTERMEDIATE^+3' E "C3'ANCHOR LOCATIONS •CS'ANCHOR LOCATIONS "'l*ANCHOR LOCATION ANCHOR LOCATIONS v ANCHOR LOCATIONS 1 NOTES: FIGURES PERTAIN TO THE FOLLOWWG HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: NOTES: 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK DISTANCE S 2.375"IS 2.376" j 2,975" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375": 2.375" s NY LYN FIGURES PERTAIN TO THE FOLLOWING HEAD '�� 5 `���..•'•�10ENSF••,(('� CLUSTER ANCHOR LOCATIONS: P•hoDk 7 Q'•:' F'p�' f * No.58705 VINYL SLIDING GLASS DOOR FPA JAI 3/24/16 = ANCHOR LOCATIONS B & J ROSOWSKI =�0 TZ 4C, F6 4 HeBWS01 1 1070 TECHNOLOGY DRIVE S �''i sz NAL�NG�� Jamb 5 N.VENICE,FL 34275 P I I11 I I I A r P4vook 1 7 (941)-480-1600 111 CERT.OF AUTH.#29296 SGD-5570 NTS 23 OF 25 £ FPA-SGD5570.2 k} A.LYNN MILLER,P.E. P.E.0 58705 t HEAD 90°CORNER CLUSTER ANCHORS LAYOUT(USING FRAME FIN AMON): HEAD 135*CORNER CLUSTER ANCHORS LAYOUT(USING FRAME FIN ADDON): FouOWING13 CORNER HEAD ANCHOR LOCATIONS: 135° 44- 4" 4" 4- 4" 4" P4- 4" 1 H aNSlil 1 CC#11 Jamb 1 5 EXTERIOR EXTERIOR P-hook 1 7 EXTERIOR EXTERIOR 2-TRACK 90°CORNER 2-TRACK90'CORNER 2-TRACK 135°CORNER �J 2-TRACK 135'CORNER `J 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS (USE WHERE-C3°IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE-05-IS SPECIFIED) 4" 4" 4" 4" 11 EXTERIOR EXTERIOR Ile 1 114 3.22" n 3.22- �1 3.22" 3.22" 3-TRACK 135°CORNER �7 3-TRACK 135'CORNER v EXTERIOR EXTERIOR 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS I 3-TRACK 90 CORNER 3-TRACK 90'CORNER 'C4'ANCHOR LOCATIONS "C6'ANCHOR LOCATIONS (USE WHERE-C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE-C3"LS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) 4" 4" \1111 IN 4' ANY LYNN/ �a'�•.• L�ceNs��¢� 4" `*; ND,58705 4" 4 E O EXTERIOR EXTERIOR 10 CIF : �` }I 4-TRACK 135'CORNER 4-TRACK 135*CORNER �/ i�s••• ORIDA.,••'��`� EXTERIOR 3.22„ EXTERIOR 'C4'ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS 4-TRACK 90'CORNER 4-TRACK 90'CORNER (USE WHERE IS SPECIFIED) (USE WHERE IS SPECIFIED) // 11 j ANCHOR LOCATIONS 'C6'ANCNOR LOCATIONS 1111111/ I! (USE WHERE'Cr IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P'E.a 56705 FIGURES PERTAIN TO THE FOLLOWING 90.CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR FPA 11 $ 3/24/16 90° 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS C 1l,1 J ROSOWSKI Head/Sill C 1 Jamb 5 3)TRACK-TO-TRACK ® �� P-0oak 7 DISTANCE IS 2.375": t2-375- 1070 TECHNOLOGY DRIVE n � N.VENICE,FL 34275 (941)-480-1600 f CERT.OF AUTH.929296 I SGD-5570 NTS 11 24 OF 25 11JI FPASGD5570.2 f J I HEAD SPLICE ANCHORS LAYOUT a@ INTERLOCK OR ASTRAGAL(USING FRAME FIN AMON): SPLICE SPLICE LOCATION 2' LOCATION 2" EXTERIOR 4• EXTERIOR 4" 15 2-TRACK SPLICE 2-TRACK SPLICE 'C4'ANCHOR LOCATIONS 'C6*ANCHOR LOCATIONS (USE WHERE-C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) SPLICESPLICE LOCATION 4" LOCATION 4" 1.625 EXTERIOR 3 22" EXTEETRIOR 3-22" i �I 3•TRACKSPLICE 1 y 3•TRACKSPUCE i 'C4'ANCHOR LOCATIONS v 'C6'ANCHOR LOCATIONS •675 (USE WHERE-C3'IS SPECIFIED) (USE WHERE-CS IS SPECIFIED) I .125 I i @FRAME FIN-ADDON ALUMINUM 6063-T6 SPLICE 4.75" SPLICE 4" PART#19033 LOCATION LOCATION i i I G ``I„IIInIIII ! EXTERIOR 4" EXTERIOR 3.22" `�.�� iy...... n Q•,.. 4-TRACK SPUCE f-1 4-TRACK SPLICE Qa: �IGENSF -.�rp% .CV ANCHOR LOCATIONS 'C6'ANCHORLOCATIONS (USE WHERE-C3-IS SPECIFIED) (USE WHERE*CS*IS SPECIFIED) *: NO.58705 'S.TA ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ��S+S,O ORID ENG?` ., NAL LIIInInIN I FIGURES HEAD ERTAINANCHOR C THE OCATIO S:SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LrNN MILLER,P.E. HEAnaxcHORLacArwHs: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.06e705 I I 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR FPA 3/24/16 DISTANCE IS 2.375': [W2.375. ANCHOR LOCATIONS D 14 J ROSOWSKI `. 1070 TECHNOLOGY DRIVE �$ HuWSill 1 N.VENICE,FL 34275 Jamb 5 (941)-480-1600 P-hook 7 CERT.OF AUTH.#29296 SGD-5570111 NTS 111 25 OF 25 i FPA-SGD5570.21� Florida Building Code Online Page 1 of 2 Na BCIS Home Log In i'User Registration ? Hot Topics 's Submit Surcharge ; Stats&Facts Publications FBC Staff i BCIS Site Map Links Search f-Iol IG�a Product Approval USER:Public User Q0 Product Approval Menu>Product or Application Search>Application List>Application Detail ^ � FL# FL14850-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturerr4tmlTnci"b�it8ms_c � Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory S�Jpg �` 00195,3Ur ies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE R Validation Checklist-Hardcopy Received Certificate of Independence FL14850 R2 COI EvalRep CWS-641B(FD-8750. IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW7oGhYGF3p... 3/30/2017 GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 79"MAX.FRENCH DOOR WIDTH 36 3/16" MAX. IN ASTM E 1996 PER THE FBC. W W W.CWS.CC SIDELITE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 4) 375/8" MAX 33 5/8"MAX PANEL WIDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 8700/10/50 PVC 26 5/8" 22 5/8" W/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) SWING DOOR GLASS DLO GLASS DLO D w/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT 4.LOCK OPTIONS: I UP TO 6'8": -- 97" A.DOUBLE BORE w/TWO(2)INTERIOR FLUSH BOLTS. a 97" MAX HANDLE SET @ 36" r F MAX UNIT B.MORTISE LOCK w/TWO(2)INTERIOR FLUSH BOLTS. UNIT E HEIGHT HANDLE SET @ 34" U HEIGHT E C.MULTIPOINT(4 PT.) Y w 95 3/16" C CD' 94 5/8" HANDLE SET @ 34" w ¢ m MAX. X X FLUSH BOLT ON I O 12 MAX ABOVE 6'8": U) PANEL INACTIVE PANEL I PANEL A.MULTIPOINT(5 PT.) m m Z HEIGHT HEIGHT HANDLE SET @ 34" m m O B 84 3/16" 183 5/8" 5.DESIGN PRESSURE RATING: j uj GLASS GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ¢ ¢ O SEE GLASS TABLES ASTM E-1300-04. a m CLCL DLO NOTE 4 DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w w I INFILTRATION TEST PRESSURE AND GLASS TABLES � U ASTM E-1300-04. o o U 40"MAX SINGLE a a w DOOR WIDTH I � 0 A D C 6.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 11 37 5/8" MAX 12 IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m ¢ z PANEL WIDTH DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD FRENCH DOOR 26 5/8" SIDELITE ANCHOR CALCULATIONS. ,yyyNny�feq�rr GLASS DLOPNDR.... A 2" NOTE' 7 NOT PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE `�jGp`?.-*�G E N LQac�- HINGE SPACINGS ARE 8-1/2" No 58201 S 71 97" I FROM ENDS AND 20"MAX O.C. 8.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS * *• MAX 20" FOR 81"TO 97"UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. 0 a UNIT ^9�� STATE Of :�` HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. 10.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: p S MmeX B X=OPERABLE SASH,O=FIXED SASH 16" i PANEL B 11.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR X� HEIGHT LOCATION. 4118/2015 84 3/16" 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. GLASS SEE SEVERE WEATHER. FL PE#58201 DLO NOTE 41239 JABARA AVE. 13.QUALIFIED ALTERNATIVE LOCKSET/DEADBOLT HARDWARE IS NORTH PORT,FL 34288 GRADE 2 BY PAMEX AND DELANY. 8 1/2" PH.941-360-1574 A 14.MAX.PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET DESCRIPTION: TABLE OF CONTENTS SINGLE DOOR NON-MULLED UNITS. GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS 1-3 LUC85 A. DRAWN BY: DATE: GLAZNG DETAILS...................................4 TYPE MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING Tumer ADE os/os/11 SECTION VIEWS....................................5-7 SINGLE 2015-04-22 BOM............................................................a 37-5/8"x 95-3/16" 10:26-04:00 DWG b: REV.: ANCHOR SCHEDULE&NOTES..............10 EXTRUSIONS.............................................9 FRENCH +/-70 PSF LARGE MISSILE IMPACT CWS-641 s INSTALLATION DETAILS....................11-12 SIDELITE 33-5/8"x 94-5/8" SCALE' SHEET 1:35 1 OF12 • 151 3/8" MAX.UNIT WIDTH 363/16" MAX. 79" WINDOW SYSTEMS SIDELITE WIDTH MAX.FRENCH DOOR WIDTH 1900 SW 44TH AVE. OCALA,FLORIDA 34474 33 5/8' 37 5/8" MAX. W W W.CW S.CC PANEL WIDTH r PANEL W IDTH1 8700/10/50 PVC 97" SWING DOOR u� IMPACT HEIGHT �n r " SI ELITE ~ SIDELIO X X O PANEL HEIGHT HEIGHT o r FLUSH 83 5/8" ONLT W 84 SIDELITE SEE INACTIVE DOOR" w ¢ m GLASS NOTE4 PANEL GLASS v v z DLO SHT 1 DLO m m O v o (A N N Z > LU W W p 22 5/8" 26 5/8" a a p: GLASS DLO GLASS DLOa w w Q FRENCH DOOR w/SIDELITES U 0 o m > j w o m ¢ O z ,iiipnuNgri 115 3/16"MAXMAX.UNIT WIDTH 76 3/16" MAUNIT WIDTH ��4`,y�N�'R�.TG' ••i 363/16"MAX 79" �GP••��GENg�,,Py 36 3116"MAX. 40"MAX.SINGLE J t� SIDELITE WIDTH MAX FRENCH DOOR WIDTH SIDELITE WIDTH DOOR WIDTH :.4 t No 58201 :' 33 5/8" MAX 37 518" MAX 33 518" MAX 37 5/8"MAX r* k PANEL W IDTH DOOR WIDTH PANEL WIDTH DOOR WIDTH ro" 9 STATE pF ^�i•O�F•'off p R y p R��ZtL� MAX. gjn •.,•Sf�NA,i E `��� UNIT MAX HEIGHT UNIT HEIGHT 95 3/16" 4/18/2015 94 5/8" X 94 5/8" PANEL LUCAS A.TURNER,P.E. O X SIDELITE 953/16 SIDELITE 0x HEIGHT FL PE 1f 58201 HEIGHT PANEL HEIGHT 1239 JABARA AVE. HEIGHT 83 5/8" FLUSH NORTH PORT,FL 34288 BOLT 83 5/8" 84 3/16" PH.941-380-1574 SIDELITE ON 84 3/16" SIDELITE DOOR GLASS SEE INACTIVE DOOR SEE SHEET DESCRIPTION: DLO NOTE 4 PANEL GLASS GLASS NOTE 4 GLASS GENERAL NOTES AND DLO SHT1 DLO SHT1 DLO ELEVATIONS DRAWN BY: DATE: 22 5/8" 26 518" 225/8' 26 5/8" ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO DING a: SINGLE DOOR w/SIDELITE CWS-641 B FRENCH DOOR w/SIDLITE SCALE: SHEET 1:35 2 OF 12 40" MAX.SINGLE 79"MAX.FRENCH DOOR WIDTH 36 3/16" MAX. DOOR WIDTH SIDELITE WIDTH WINDOW SYSTEMS 37 5/8"MAX. 37 518"MAX. 33 5/8" MAX. 1900 SW 44TH AVE. PANEL WIDTH PANEL WIDTH PANEL WIDTH OCALA,FLORIDA 34474 26 5/8" 26 5/8" 22 5/8" W W W.CWS.CC GLASS DLO GLASS DLO GLASS DLO 81/2" NOTE: 8700/10/50 PVC HINGE SPACINGS 81" FLUSH ARE 8-1/2"FROM 81" 8700/10/50 FLUSH 81" SWING DOOR MAX. BOLT 215/16- ENDS AND 21-5/16" UNIT BOLT MAX. IMPACT HEIGHT NIT MAX.O.C.EI H HEIGHT HEIGHT 81"UNIT HEIGHT. 3/16" 79 3/16" 78 5/8" 79 PANEL p X PANEL X p p X PANEL Q v v F HEIGHT HEIGHT HEIGHT 68 3/16" SEE 68 3/16" SEE GLASS DOSS NOTE 4 GDLOSS NOTE 4 DLO w ¢ m SHT 1 SHT 1 81/2' v v z —7 m m O SINGLE DOOR r FRENCH DOOR SIDELITE N N Z > w w LD a a d w w Q O v1 w > j o m ¢ O lfl+< z 151318"MAX UNIT WIDTH REW 112318"MAX.UNIT WIDTH `,`9`PNOIf+T!/�yi 35 3/16"MAX. 79" MAX.FRENCH DOOR WIDTH 36 3/16" MAX. 40"MAX.SINGLE ``0P:.4�O£NSF"' SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH !r' 4 p No 58201 ''p 335/8"MAX 37 5/8" MAX-{ 33 518" MAX. r37 5/8" MAX. PANEL WIDTH PANEL WIDTHI I J # PANEL WIDTH I PANEL WIDTH 81" FLUSH MAX FLUSH ,�S � UNIT MAX. BOLT UNIT BOLT � 1ONR�� �`�` HEIGHT 793116' HEIGHT 79 3/16, 78 5/8" DOOR DOOR PANEL 76 5/8" PANEL Z� SIDELITE Q �( X Q HEIGHT SIDELITE Q p X Q HEIGHT 418/2015 HEIGHT HEIGHT 68 3/16" LUCAS A.TURNER,P.E. 67 5/8" 683116 SIDELITE DOOR 67 5/8" DOOR FL PE#56201 GLASS SEE GLASS SIDELITE GLASS 1239 JABARA AVE. DLO NOTE 4 DLO GLASS NORTH PORT,FL 34288 SHT1 DLO DLO i PH.941-380-1574 SHEET DESCRIPTION: 22 5/8^ 26 5/W GENERAL NOTES AND GLASS DLO GLASS DLO 22 5/6" 26 518" ELEVATIONS GLASS DLO GLASS DLO DRAWN BY: DATE: FRENCH DOOR w/SIDELITES SINGLE DOOR w/SIDELITES ADE 09/08/11 DWG 0: REV.: CWS-641 B SCALE: SHEET 1:35 3 OF 12 GLASS TYPES MAX.UNIT WINDOW SYSTEMS HEIGHT SIDELITE SINGLE FRENCH 1900 SW 44TH AVE. 1"OVERALL 1"OVERALL 81" A A A OCALA,FLORIDA 34474 SIT B B B WWW.CWS.CC 3/16"TEMPERED 3/16"TEMPERED 5/16"AIRSPACE 3/8"AIRSPACE 8700/10/50 PVC 1/2" LAMINATED 7/16" LAMINATED SWING DOOR 3/16"ANNEALED 3/16"ANNEALED IMPACT .105 DUPONT PVB INTERLAYER ,990 SENTRY GLASS IONOPLAST INTERLAYER 3/16"ANNEALED 3/16"ANNEALED v v r c. SIKA-SIKAFLEX 552 or SIKH-SIKAFLEX 552 or 11 HENKEL-PURFECT GLAZE"H" 11 HENKEL-PURFECT GLAZE"H" o w ¢ m U U Z m m O 3/4" GLASS BITE 3/4"GLASS BITE S2 73 73 N $ Z > O 10 10 a o- w F w w a w w rEr � ~ U U w > > o m ¢ O 1 71 Tt I Z 1511111111", 7 �PNOREbV v: No 56201 =ro't ;ate :9 STATE OF �6O�F k<0R.... dG'�j�=�� zz 4/18/2015 LUCAS A.TURNER,P.E. FL PE#56201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS TYPE A GLASS TYPE B DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 B SCALE: SHEET 1:1 4 OF 12 INTERIOR WINDOW SYSTEMS 68 7 74 38 4546 61 68 7 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 W S.CC 1 64 35 8700/10/50 PVC SWING DOOR 63 IMPACT 19 1 35 35 EJ 19 - =_ � W- 5 54 - o � < Lu 64 1 1 LL m 47 r 67 56 58 41 0 73 71 4 18 3 4 44 67 Ln N N Z III w cc a a a. a w w Q U U SECTION VIEW B-13 > > o m ¢ O INTERIOR NOREK, 60 38 3031 �GP'?•4�GE/vgFL�Qa�' z t• No 58201 '..-P 73ALTERNATE 1 ALTERNATE 2 �90� STATE OF •:4, Al 71 47 ` z� 4/18/2015 5 n MORTISE LOCK w/FLUSH BOLT 3 MULTIPOINT LOCK LUCAS A.TURNER,P.E. FL PE#58201 g 1239 JABARA AVE. 70 59 NORTH PORT,FL 34288 PH.941-380-1574 14 56 SHEET DESCRIPTION: 69 SECTION VIEWS 55 Q 6 SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: 56 35 50 51 10-12,13,15-17,22,43,4B.54,57-58 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: DWG 0: REV.: CWS-641 B SECTION VIEW A-A 2-3,8-9,15-16,25-28,30-34,36-40,43,52-53,60,62,65-66,72,76 SCALE: SHEET 1:2 5 OF 12 au (0m. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc INTERIOR 8700/10/50 PVC SWING DOOR 7 61 35 33 3 35 6541 66 14 14 34 35 61 68 7 IMPACT 1 v v o o W 0 Q m m W 'mC C m m Z ' LL LL 0 R O (n N N Z W QQ 0 IZ w w F a a a ❑ ❑ — w w o= cnU � j O 19 3 4 4 71 73 47 30 31 3 66 0 13 35 47 2 73 71 4 1 18 19 23 4 44 67 110131<10 RE�v SECTION VIEW C-C �rG��"" �p..��GENSE•••.p'Y��i No 56201 :90 � STATE pF :btu z� 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34286 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEWS FRENCH DOOR NOTE:VERTICAL SECTION SIMILAR ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: TO SINGLE DOOR,SEE SHEET 5 10-13,15-17,22,26-28,36-39,43,54,57 ADE 09/08/11 DWG#: REV.: ITEMS NOT USED IN VERSION SHOWN: CWS-641 B 8-9,15-16,25,40,42,45-46,48,52-53,58,60,74,76 scALE: SHEET 1:2.5 6 OF 12 WINDOW SYSTEMS LL��JJ 53 6 INTERIOR 53 9 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 W S.CC 8700/10/50 PVC USWING DOOR --� IMPACT 40 15LLI 4 0 W 5 W io :E ¢ m 40 19 4 4 47 7 3 4 CJJ U U z m LL O SECTION VIEW E-E v L N N z W Q IZ 0 Q w w F a a a Lu w 2 SEALANT APPLIED TO < < L) 3 ADJOINING FACES �a a w 6 6 15 BY INSTALLER 0 m ¢ O z % INTERIOR l""ti IDRE �i% ,JS N..........W #10 HEX WASHER HEAD TEK �� p,. / '•.,Q'ice JOINING DOOR FRAME TO SIDELITE. 6"FROM TOP AND BOTTOM v: No 58201 :-r 17"MAX.O.C. ,k, Z13 STATE OF J 40 �,p•.A •�0ROD v 4/1812015 5 5 LUCAS A.TURNER,P.E. g SEALANT APPLIED TO #10-24 x 1-3/4"TYPE F FL PE#58201 ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE. 1239 JABARA AVE. b BY INSTALLER SEE SHEETS 1&3 FOR HINGE SPACING. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECT s ATTACHED SIDELITE ITEMS NOT SHOWN FOR CLARITY: DRAWN BY: DATE: SECTION VIEW D-D 10-11,16,22,28,43,57 ADE 09/08/11 ITEMS NOT USED IN VERSION SHOWN: DWG#: REV.: 1-3,6-15,17-18,20-21,23-24,26-27,30-39,41,44-46,48-52,54-56,58-61,63-71,74-76 CWS-641 B SCALE: SHEET 1:2 7 OF 12 • PARTS LIST PARTS LIST �7 ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR // n/7Rv m. 0 1 H-1833 MAIN FRAME,HEAD ALUM KEYMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTSV(b(Su�J(� 2 H-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK 52 P-5134 SCREW,#10 X1-3/4"FLATSQUARE TYPE F @ HINGE FASTENAL WINDOW SYSTEMS 3 H-1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 53 P-5151 GASKET,SIDELITE FOAM HO PRODUCTS 1900 SW 44TH AVE. 4 H-1860 REINFORCEMENT,VERT. ALUM KEYMARK 54 P-5157 SCREW#10.24 x 1/2",FI Undercut PH,18-8SS @ KEEPERFASTENAL OCALA,FLORIDA 34474 www.cws.cc 5 H-1861 REINFORCEMENT,HORIZ. ALUM KEYMARK 55 P-5158 BOTTOM SEAL RUBBER TEAM 6 H-1878 MAIN FRAME,SILL ALUM KEYMARK 56 P-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB 7 1 H-1880 MAINFRAME,JAMB ALUM I KEYMARK 57 1 P-5174 I SCREW#8 X3/4"HEX WASHER HEAD,@ FRAME FASTENAL 8700/10/50 PVC 8 1 H-1881 IMAINFRAME,SIDELITE @ DOOR ALUM KEYMARK 58 1 P-5186 ISCREW#8-32 x 1-1/4"PH,FL MS,SS @ PLUNGER SS FASTENAL SWING DOOR 9 H-1900 MAINFRAME,SIDELITE @ JAMB,HEAD,SILL ALUM KEYMARK 59 S-1783 THRESHOLD,HIGH RISE ALUM KEYMARK 10 P-3039 SETTTING BLOCK,1/8X1 X2 FRANKLOWE 60 S-1784 INSERT,REINFORCEMENT ALUM KEYMARK IMPACT 11 SIAKFLEX552 or PURFECT GLAZE"H" SIKA-HENKEL 61 S-1806 COVER,JAMB,ANCHOR ALUM KEYMARK 12 P-3503 SCREW#8 X1/2"PH TRUSS SS @ ASTRAGAL CAP FASTENAL 62 S-1816 COVER,JAMBS,HEAD,SILL,SIDELITE ALUM KEYMARK ,2 13 P-3511 SCREW#B x 5/8"SQ.PAN TEK @ TIEROD BRKT FASTENAL 63 S-1817 DRIP CAP ALUM KEYMARK 4 � F 14 P-3587 SCREW 48 X1",PH FLATTEK @ ASTRAGAL,INSERTLOCK FASTENAL 64 S-1840 COVER,HEAD,ANCHOR ALUM KEYMARK 5 15 P-3767 SCREW,#10 X 1"HEX HEAD,TEK @ SIDELITE FASTENAL 65 S-1849 INSERT,INACTIVE PNL,LOCK HARDWARE KEYMARK o o 16 P-4146 SCREW#8 X3/4 PHIL,FLAT SS TEK @ SIDELITE SHIM FASTENAL 66 1 S-1859 ICOVER,ASTRAGAL,FD ALUM KEYMARK ul } 17 P-4278 FUZZY PAD,.200"x 1.250"W/ADHESIVEULTRAFAB 67 1 S-1864 JINSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK w ¢ m 18 P-4522 #10 x 1 1/4",PH FLAT,SMS-HINGE @ PANEL FASTENAL 68 1 S-1865 JINSERT,BACK,BTM ATTACH SILL ALUM KEYMARK rn 19 P-4774 WSTP,BULB/LEAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KEYMARKm m p 20 P-4790 FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 S-1916 DRIP COVER,SWEEP ALUM KEYMARK o o D7 21 P-4794 SCREW#8 x 5/8"SQ.FLATTEK @ INSERTATTACH FASTENAL 71 S-6083 PANEL,TOP/BTM RAIL,SIDES-DOOR PVC MIKRON N N Z > uj 22 P-4802 ALL THREADED ROD(TIE ROD) McMASTER 72 S-6083 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC MIKRON w w 23 P-4807 HINGE,GUIDE HOPPE 73 S-6084 GLAZING BEAD(1") PVC MIKRON a °. n~ 24 aaeoBwaos HINGE,SET HOPPE 74 H-1888 REINFORCEMENT,VERT.,SINGLE DOOR ALUM KEYMARK W 5= 25 P-4814 WSTP,.50X750 FOLDED BULB SEAL,@ SIDELITE AMESBURY 75 GLASS SEE SHEET4 o Qo > 26 P-4863 LOCK STRIKE PLATE PADDOCK 76 H 1862 REINFORCEMENT,VERT. ALUM KEYMARK w j o 27 P-0864 RHINO STRIKE PLATE PADDOCK 77 P 4887 MORTISE LOCK PADDOCK m ¢ z 28 P-4866 GUIDE,TIE ROD NYLON M&M 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN 30 P-4885 SHOOT BOLT,TOP PADDOCK `����PpTORE6Y+ , 31 P-4886 SHOOT BOLT,BOTTOM PADDOCK ���p�?•��GENg'• Q ' 32 PA851 LOCKBAR,INACTIVE,8 FT PADDOCK z C;zi � F ••;p 32 P-4884 LOCKBAR,MULTI-POINT,5PT,8 FT PADDOCK `'�: No 58201 :-A 32 P-4901 LOCKBAR,MULTI-POINT,4PT,68 FT PADDOCK * # 32 P-4902 LOCKBAR,INACTIVE,68 FT PADDOCK ;a� 33 P-4993 HANDLE SET,ACTIVE PADDOCK ^9�: STATE OF :4'J` 34 P-4905 HANDLE SET,INACTIVE PADDOCK ' F OR�pw N35 P-4913 WSTP,.50X50 ���� 36 P-0917 CAP, STRAGALOLDED OUTSIDELB SEAL @DOOR NYLON SCM&M EL ,,,SSS/ONAn� 37 P-4918 GUIDE,FLUSH BOLT,INACTIVE PNL M&M 38 P-4922 COVER,INTERIOR,FLUSH BOLT NYLON M&M 39 P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL 418/2015 40 P-4926 SHIM,SIDELITE,DOOR SHIPPING BLOCK NYLON M&M ALL FRAMES ARE MECHANICALLY FASTENED LUCAS A.TURNER,P.E. 41 P-4927 GUIDE,FLUSH BOLT NYLON M&M FL PE#58201 42 P-4930 SCREW,#10 X 1-1/4"HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 1239 JABARA AVE. 43 P-4933 NUT,318"-16 FLANGED W/SERRATED LIP,SS,@ PANEL McMASTER NORTH PORT,FL 34288 44 P-4934 SCREW,#12-24 X 1/2",PH FLAT,MS,@ HINGE FASTENAL PH.941-380-1574 45 P-4936 DOOR KNOB,ACTIVE PANEL DELANY SHEET DESCRIPTION: 46 P-4937 DEADBOLT,ACTIVE PANEL DELANY 47 P-4959 SCREW,#10 X2"REINF.ATTACH. FASTENAL BOM 48 P-4997 STRIKE,DEADBOLT PADDOCK DRAWN BY: DATE: 49 P-5127 SCREW,#12 X2",PH PAN,SMS,ANCHOR FASTENAL 50 P-5130 IGASKET,DOOR SILL,FRONT I FOAM I HO PRODUCTS ADE 09/08/11 DWG REV.: ALTERNATE APPROVED LOCKSETS: CWS-641 B PAMEX GRADE 2 LOCKSET AND DEADBOLT SCALE: SHEET 1:1 8 OF 12 1 3/4" 2 3/4" 0�2(yM. //// 4 9/16" -{ � (�J Ilf/IQIJI/�f 5/e" dNIf�1D®VV SYSTEMS 1 2 59 1900 SW 44TH AVE. 1 7/16" ��j71 1�I'sw 1/16" g/� 64 OCALA,FLORIDA 34474 1/16" 7 7pL WWW.CWS.CC 1/16" THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 4 5/16" 8700/10/50 PVC 51/2" 5/8„ SWING DOOR u1 s" ^z va"--.I 4 9/16" 1/4"1 I I 61 �8" 60 IMPACT 5/16" �n r 11/16" 6 REINFORCEMENT-1857 1/16" FILLER-1784 0 o L O 1/16" FRAME COVER-1806 —uv UL 5/8" DOOR SILL-1878r—PVC DOOR PANEL-6083 2 5/8^—� 2 3/8" w ¢ m cn 3 T— 6 11/16" 73 m m Z 4 9/16" r 1 1/2" 3/4" 1/16 v o >Ln -6084 PVC GLAZING BEAD 0 o j T 7 O SIDELITE COVER-1816 ¢ x O 1 a a 5 ~ 4 5/16" ❑ ❑ D_ 19/16" w w V L 215/16" 11/8" o o ul 1/16" 1/16" 1/16" T- > > Lu o 1 15/16" DOORJAMB-1880 3/4" 5/8" 63 m ¢Il Z 1/16" 49/16" ---{{{ REINFORCEMENT-1861 REINFORCEMENT-1858 1/1669 DRIP CAP-1817 � �PNDREF�itilliff,fr���'i �. BASE SWEEP-1915 Op•' SF""�'L��- • No 58201 "�7�: g I 3/4" 21/2" O 19/16"� ^SIO STATE OF :*�� 68 1/16" 76 13/16" H13116" 1/16" i��FSs ORI• ��`rr 215/16" 1/16^ L� 1/16" 215116" f��f4giplt� SIDELITE-1881 1/16" DRIP COVER-1916 INSERT,BACK-1865 4/18/2015 L L LUCAS A.TURNER,P.E. FL PE#58201 4 9/16" REINFORCEMENT-1860 REINFORCEMENT-1862 1239 JABARA AVE. 3" NORTH PORT, FL 74 88 g 9/16" 21/16" —^� SHEET DESCRIPTION: 6611/1- 671/16^ ssL 1/1 s" EXTRUSIONS 1/16"2" 1 Al=314- 1/8^ INSERT,FRONT-1864 DRAWN BY: DATE: SIDELITE-1900 ADE 09/08/11 INSERT,INACTIVE PNL-1849 DWG#: REV: ASTRAGAL COVER-1859 CWS-641 B SCALE: SHEET NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM 12 9 OF 12 ANCHOR @MIDSPAN(TYP.) 4 (NWINDOW SYSTEMS 1900 SW 44TH AVE. 6"MAX.(TYP.) 4" (TYP.) ANCHOR @ MIDSPAN TYP.) 12 OCALA,FLORIDA 34474 r ( 6" MAX.(TYP.) I 6" MAX.(TYP.) 4" �,P) WWW.CWS.CC �Ir2" (TYP.)'WOOD/METAL 6" MAX (TYP.) nf--4" (TYP . 2" (TYP.)'WOOD/METAL A ASEE NOTE 2 I A SEE NOTE 2 8700/10/50 PVC SWING DOOR IMPACT 17" 17"MAX MAX.O.C. (TYP.) INSTALLATION O.C.(TYP) v v iii INSTALLATION r t- O X O ANCHOR(TYP.) O X X O ANCHOR(TYP.) o o 1111 W } w ¢ m m m pLL LL O O (n N N Z W IL 1C Q W W F Q a a i1 u V 'v " U V ❑ ❑ D_ SIDELITE DOOR SIDELITE SIDELITE DOOR DOOR SIDELITE rW- r U U) ANCHORLAYOUT-(FLANGE) ANCHORLAYOUT-(FLANGE) p m ¢ Ci z CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD AND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY. �0,ullrrrprr PpYOREtj, �JGq`'.4�G EIW S�;GQtii� 58201 NOTES: ` X90" STATE QF :At` I.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 11. 4/18/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR MASONRY,2-3/16"FOR HINGES(ALL SUBSTRATES),1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 09/08/11 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMAlAAMAAWDMA 300(EXTERIOR DOORS) 1:8 10 OF 12 TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 1/4"MAX.SHIM 064,79®m° SEE TABLE 1 MIN.EMBEDMENT WINDOW SYSTEMS SEE TABLE 1 1900 SW 44TH AVE. CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS t AROUND PERIMETER AT ALL INDICATED W WW.CVJS.CC SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR PERIMETER SEALANTSEE TABLE 1 IMPACT BY INSTALLER �7 1/4" MAX.SHIM INSIDE AND OUT J/S INTERIOR r o o CONTINOUS DBL 1/4"BEADS OF SEALANT INSTALLATION ANCHOR HINGE ANCHOR SEE TABLE 1 W Y AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 POINTS BETWEEN FRAME AND SUBSTRATE w ¢ m BY INSTALLER. HINGE MIN.EDGE DIST. v Z SEE TABLE 1 O LL m C O (n O O PERIMETER SEALANT BY INSTALLER " " Z w INSIDE AND OUT HINGE MIN.EMBEDMENT w w LD Q PERIMETER SEALANT I SEE TABLE 1 a a F- BY INSTALLER SUBSTRATE BY OTHERS o o a INSIDE AND OUT SEE TABLE 1 !" � U B HORIZONTAL SECTION ¢ ¢ cn 11 TYPICAL JAMB/HINGE ANCHORAGE (L (L W MIN.EMBEDMENT - ¢ Z SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN.EDGE DIST. 213/16" 8 1/2• (TYp) No 58201 '.-P SEE TABLE 1 ANCHORS THRU / A 1 VERTICAL SECTION HINGE(TYP.) _- 11 TYPICAL SILL ANCHORAGE ^^fl•13Q. STATE OF :`u mak/ TABLE 1:APPROVED INSTALLATION FASTENERS H k SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON 1-3/4" 2-1/2" y HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1-1/4" 2-1/2" 21 5/16"MAX 4/18/2015 2XMIN.SOUTHERN PINE(G=0.55) 1/4"ELCO ULTRACON 1-3/8" 7/8" SEE NOTE 2X MIN.SOUTHERN PINE(G=0.55) #12 WOOD SCREW 1-3/8" 7/8" LUCAS A.TURNER,P.E. 16 GAUGE(0.060")MIN. #12-14 HILTI KWIK-FLEXOR I W FULL THREAD FL PE#58201 1/2" 1239 JABARA AVE. STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.050" NOTE: NORTH PORT,FL 34288 1/8"ALUM.(6063-TS MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" HINGE SPACINGS ARE: PH.941-380-1574 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 8-1/2" FROM ENDS SHEET DESCRIPTION: HINGE ANCHORS INTO CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON1-3/4" 2-1/2" 21-5/16"MAX.O.C.FOR UP TO 81"UNIT HEIGHT. 20" MAX.O.C.FOR OVER 81"UNIT HEIGHT. INSTALLATION DETAILS HINGE ANCHORS INTO HOLLOW OR GROUT-FILLED 3/16"ELCO ULTRACON 1-1/4^ 2-1/2" DOOR CMU(ASTM C-90) HINGE ANCHORS INTO 2XMIN.SOUTHERN #10 WOOD SCREW 1-3/8" 7/8" DRAWN BY: DATE: PINE(G=0.55) ADE 09/08/11 HINGE ANCHORS INTO 16 GAUGE(0.060")MIN. #10-16 HILT]KWIK-FLEX OR ITW FULL THREAD 1/2" DWG#: REV.: STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" HINGE LAYOUT CWS-641 B HINGE ANCHORS 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREADT 1/2" 1:30 SCALE: 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 1:2 11 SHEET 12 r TYPICAL HEAD ANCHORAGE INTERIOR 1/4"MAX.SHIM MIN.EDGE DIST. MIN.EMBEDMENT WINDOW SYSTEMS SEE TABLE 1,SHT 11SEE TABLE 1,SHT 11 1900 SW 44TH AVE. CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 8700/10/50 PVC SEE INSTALLATION TALLAEIIO SHTANCHOR SW11 IMPAC NG DOOR PERIMETER SEALANT 1/4" MAX.SHIM BYINSTALLER INSIDE AND OUT a v iii INTERIOR o r o CONTINOUS DBL 1/4"BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHORw ¢ m POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 BY INSTALLER. to U U Z m LL O v o (n 0 0 PERIMETER SEALANT BY INSTALLER ¢ ¢ Lu INSIDE AND OUT w w PERIMETER SEALANT a a ~a BY INSTALLERSUBSTRATE BY OTHERS CC w w 2 INSIDE AND OUT SEE TABLE 1,SHT 11 r r U Q HORIZONTAL SECTION o o w 12 TYPICAL JAMB!HINGE ANCHORAGE uj .MIN.EMBEDMENT SEE TABLE 1,SHT 11 SUBSTRATE BY OTHERS 00 ¢ z SEE TABLE 1,SHT 11 �.10REW rrG���i MIN.EDGE DIST. SEE TABLE 1,SHT 11 / � 8201 C VERTICAL vNo 5 12 TYPICAL SILL ANCHORAGE - 9, STATE OF z� 4182015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS SIDELITE DRAWN BY: DATE: ADE 09/08/11 DWG#: REV.: CWS-641 B SCALE: SHEET 1:2 12 OF 12 Florida Building Code Online V%, Page 1 of 3 s s a BCIS Home Log In i User Registration i Hot Topics i Submit Surcharge ; Stats&Facts +:, Publications I PBC Staff BCIS Site Map s Links I Search florida Product Approval USER:Public User d�- bpr Product Aooroval Menu>product or Application Search>Application List>Application Detail � 5 FL# dm Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory � + Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 9 Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R6 COI EvalRep CWS-836A Q in Mull. IMP)pdf Referenced Standard and Year(of Standard) Standard Year AAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZl2gTuypub 1... 3/30/2017 Florida Building Code Online Page 2 of 3 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2016 Date Validated 02/16/2016 Date Pending FBC Approval 02/17/2016 Date Approved 04/12/2016 Summary of Products F Model,Number or Name Description 9520.1 13"Alum.Tube Mullion 3"Alum.Tube Mullion, Horizontal&Vertical, An&Flange applications. (IMPACT) Its of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R6 II CWS-836A(3 in Mull IMP) Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRep CWS-836A(3 in Mull.IMP).pdf and alu on Report for complete list of Limitations and Created by Independent Third Party:Yes i Ions dT Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion, Horizontal&Vertical, Fin&Flange applications. (IMPACT) VLs of Use Installation Instructions pproved for use in HVHZ:Yes FL9520 R6 II CWS-837A(4 in Mull.IMP).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact; See Installation Instructions FL9520 R6 AE EvalRep CWS-837A(4 in Mull.IMP).pd and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion, Horizontal&Vertical, Fin& Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R6 II CWS-838A(5.5 in Mull.IMP).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact;See Installation Instructions FL9520 R6 AE EvalRep CWS-838A(5.5 in Mull.IMP).pdf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an A4/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.of you do not want your e-mail address released In response lo 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: wh tt M https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZl2gTuypub 1... 3/30/2017 Florida Building Code Online Page 3 of 3 Credit Carta Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12gTuypub 1... 3/30/2017 N ; s GENERAL NOTES: 3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1 WINDOW SYSTEMS SHOWN w/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE. VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 S E. D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. W ALA,FLORIDAFL RI34474 CC 2.CONFIGURATIONS(SEE SHEETS 23):VERTICAL OR HORIZONTAL. 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PVC (REFER TO SHEETS 2-3) MULL BAR i 4.ANCHORAGE:THE 33 1/39 STRESS INCREASE HAS NOT BEEN USED IN THE ; IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. ' IN F 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER I o 0 DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. ANCHOR CUP .. .._. __....... ._... ._. _...._. .. .... .. ................. .... _ ANCHOR CLIP I } A 7_DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w m APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE V) APPROVAL Z m O B LL I' O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEYi I ZO w REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, wcc BUILDING OWNER OR CONTRACTOR. a d 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS (¢ U DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY m w CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR J m X X X ..............................._,_...__. EXTRUDED ALUMINUM. I Q Z II Q 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE rutrrrr— I Q I I Q UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS %t�tr r��r SHOWN HERE IN. `,`�� 1 NOR. 2C;!"i G F E DILANCHOR CLIP— �.`VPG'.•vtCENSF'SQ�:�L 10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. Z—: No 56201 EXAMPLE HORIZ/.VERT.MULLION FOR SECTION VIEW ONLY ANCHOR CLIP ? 13 STATE Lucas A.Tumer '�. F':4oq�9PC,�? 2015-04-27ir 21:00-04:00 O II O 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 y v PH.941-380-1574 II ^ I (SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND 4 4 ELEVATIONS I GENERAL NOTES&ELEVATIONS...............1 __ __ __ __ ;DRAWN BY: DATE: DP CHARTS.................................................2-3 ADE 09/27/12 BOM&EXTRUSIONS.....................................4 ANCHOR CLIP !DWG#: REV.: SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CWS-836 A CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY IsbaLE: SHEET INSTALLATION DETAILS..........................9-10 1.25 1 OF 10 (des y,;n Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL Dr 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or WOOD per each end of mullion.HOLLOW or GROUT-FILLED BLOCK require 1/4'ELCO ULTRACONS. // pntt7j/)� • OPENING SIZE(in.) WINDOW SYSTEMS 39 1 45 51 1 57 63 69 753,18 1 81 87 93 99 107 318 114 120 126 132 138 145&8 1900 SW 44TH AVE. 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 OCALA,FLORIDA 34474 c 42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BD.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 WWW.CWS.CC = 48 3f4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 BO.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 531,18 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 3„PVC z 57 80.0 80.0 80.-0 -50-0. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65 0 65 0 63 80.0 80.0 80.0 80.0 80.0 90.0 60.0 90.0 78.9 76s 74.8 72s 65.0 65.0 MULL BAR 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 IMPACT 2 68 65.0 65.0 65.0 1 65.0 65.0 65.0 1 65.0 65.0 65.0 65.0 65.0 63.5 72 65.0 65.0 65.0 1 65.0 65.0 65.0 1 65.0 64.9 61.7 59.1 56.9 53.7 DP CHART IS FOR: NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): 0 0 1522 CLIPS } -(4)#10 SCREWS INTO WOOD or METAL w m (4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD rn (4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK m O LL _ ------------------- ----- --_--------- _ -__-__-__--_------ I C rn O Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or I w O Ul WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. a. d OPENING SIZE(in.) r v 39 1 45 51 57 63 69 75 3!8 81 87 93 99 107 318 114 120 126 132 138 145 318 a w 37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ..............-..-..-- -.-- 2. c 423.14 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 j ¢ O = 48 3W4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 ' ? 53 57+8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 65 0 65 0 ,`,0"PDRE .�r�++++ 63 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.o 65.0 65.0 l ���VP�•��CENSF.� 65 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 ' No 58201 68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65 0 72 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 1 59.1 56.9 1 53.7 �... ,_Y._....-..�. ._. �:� STATE OF :�i�/ DP CHART IS FOR: NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES:THE MULL BAR IN FOCUS FOR ANY G 1776 CLIPS 1 CONFIGURATION IS SHOWN N BOLD.VEN ++++QONA` N0 -(6)#10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL (6)3116"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES) X� (6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK THROUGH THE USE OF MULL BAR CLIPS. AN 14/27/2015 INTERSECTED MULL BAR WILL ALWAYS BE --- ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED 1 FL PE#58201 TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE.VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION NORTH PORT,FL 34288TWIN TRIPLE TWINITRIPLE PH.941-380-1574 HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION: _ T DP CHARTS r u NON-INTERSECTED w w N u� OS2EING MULLS J J w w Z y I DRAWN BY: DATE: > > J J z 0 .L� ADE 09/27/12 LU L L a. O w DWG p: REV.: CWS-836 A >- L 0r ----- ----- I I11 II I I-- �I i I--- ---I MULL I- �I ScaLE: SHEET F----- OPENING SIZE-----� OPENING SIZE r-- f--- OPENING SIZE..... + --i OPENING SIZE F-- MULL LENGTH MULL LENGTH LENGTH 1:1 2 OF 10 D6�igS Pressure Chart(PSF)for INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3116"ITW Tapcons into SOLID CONCRETE or WOOD,or 1776 clips i with six(6)#10 Screws into WOOD or METAL or W16'ITW Tapcons into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. // f7f7Rv�rim7 • OPENING SIZE(in.) WINDOVY SYSTEMS 39 1 45 51 57 63 69 75 318 81 87 93 99 1 110 318 114 120 126 132 138 145 3!8 1900 SW 44TH AVE. 37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474 c 42314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWW.CWS.CC = 48 314 50.0 50.0 50.0 50-0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 3��PVC z 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR 63 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3 n.r «. 68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 IMPACT 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0 75.375 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 46.8 44.0 40.0 ! ,n Lii I ,r DP CHART IS FOR: INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): I o 0 1522 CLIPS w m -(4)#10 SCREWS INTO WOOD or METAL (4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 0 Z (4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK a CA 1767 CLIPS I a z w (6)#10 SCREWS INTO WOOD or METAL j I w O ¢ (6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a ~ -(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK w < U W !a Z .%111911111"'ti TWIWrRIPLE HORIZONTAL MULLION ��`QG;:�CENg'•G�Q airw VERTICAL MULLION r :JC,�• •'��r No 58201 0�• STATE OF z z jSINGLEj p,.\ L4 z j TWIN j ! ri S+ O R ID `�. W OR -- -- Q.O jTRIPLEj aiahS+ONA,EN��� - UNITS BELOW 4/27/2015 OPENING SIZE f--- MULL LENGTH- LUCAS A.TURNER,P.E. FL PE 11158201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. DRAWN sv DATE: 2.AN INTERSECTED MULL BAR HAS OTHER MULL BAR(S)ATTACHED TO IT(SHOWN IN DASHES) I ADE 09/27/12 THROUGH THE USE OF MULL BAR CLIPS. AN i Dwc a: REV.: INTERSECTED MULL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 A 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: T TO THE SUBSTRATE AND OTHER MULL BARS. 1;1 3 SHEET 10 ITEM PART# DESCRIPTION FRAME TYPE OPENING 'T'MULLBAR CLIP "L"MULLBAR CLIP I--� 1 H-1758 1 3(8"x 3'MULLION TUBE LINE ITEMS NOT USED: (F-1522-XXX) (F-1767-XXX) ]/7(�cf}� i 2 #10 OR#12 HEX WASHER HEAD TEK SCREW*(see note below) 5-fi,12 NEW F-1522-013 F-1767-001 V-19Un1/CKSU 3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE RETRO F-1522-006 F-1767-001 WINDOW SYSTEMS 1900 SW 44TH AVE. 4 #10 FLAT WASHER 7 S-1897 MULLION CLIP NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474 FIN WWW.cwS.CC 8 SEALANT RETRO F-1572-013 F-1767-004(L&R) 9 S-1895 DRIP CAPNEW I NOT RECOMMENDED F-1767-001 10 S-1896 FLANGE ADAPTER 11 S-6018 MULLION INTERIOR COVER BOX RETRO I F-1522-006 I F-1767-001 3"PVC 13 P-3486 MULL BAR CAP MULL BAR 14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT 15 F-1522-006 3"SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD 17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT N po 8 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT9 #10 HEXWASHER HEAD TEK SCREW #10 FH TEK SCREW Y USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT w m V) U Z 'm Q ILL 1314' 1l2•-}� 2' -17116"- -17116"- la W �� 71/16' �I —9132" I }LIIUF7 71, o CC 7J LLJ 1 1/4' 10 9' r~7116' i :w F -U �-1/2" '— l 7/16" a D. 1/16' L1/1 s• 1/1 s' { w 1t MULLION INTERIORDRIP CAP S-1895 1 13116' 11 15116'1 1 13116- 3/8• 73116' I Q COVER S-6018 FLANGE ADAPTER S-1896 _ 0 2 7/16' ]jg" o— 111/16' it 7B'I ! Q O —13/8' — �; ,ua•(TVP) '7(- a 1/8• I Z 13116 I I� I I \ P.VAOREw lilliff/��� 1 'TOP VIEW 2 7/16' 15/16• JGp:?. E Z—. No 56201 213/16" 7/8- 2 1/16' 5/8' 7 r__...._. • e: C 7 i 1 13/16" 1/8' 3/4' 1 3/8"� 23116' 15 ,�4�CcS''�....... O R l�✓'�j\2��• 3'MULLBAR H-1758 � � . 118 �� 111131411 MULLION CUP 5-1897 I_ �'i �D4 L a 7/8" � 4/27/2015 21/4• LUCAS A.TURNER,P.E. F-1 FLAN 6 39 A#RA AVE.01L118. RETRO!FLANGE CLIP 1239 JABARA A „I NORTH PORT, 34288 PH.941-380-1-1 574 ` 4718 SHEET DESCRIPTION: F-1522-013 NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS A SCORE,BEND AND BREAK N BY:REMOVE FIN FOR FRAME DRAWN I 09/27/12 ATTACHEMENTTO MULLBAR iDATE: AT DETAIL A TYP.FIN FRAME 3:1 .DWG#: REV.: CWS-836 I A i SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE:1:2 4 OF 10 i t�dINDi7VA��I~S 1900 SW 44TH AVE. OCALA,FLORIDA 34474 Www.CwS.cc i 3"PVC SEAL MULL BAR SEAL BEHIND FLANGE—� O PRIOR TOIATTACHING O `' APPLY SEALANT ALONG FULL C� IMPACT PRIOR TO ATTACHING � i LENGTH OF WINDOW FRAME TO MULLION (I _._.. _....(J TO MULLION .I .....-. _._2 GROOVE PRIOR TO ATTACHING , Z 9)— '1J COVER 1 i I Ian V i F- FIN MUST BE REMOVED— I !c 0 W HERE W INDOWS CONNECTTOMULL w m Q co u ! ! ! Im Z i O la � I Z 11.1 �AIVERTICAUHORIZONTAL MULL BAR SECTION ! i O w A.HORIZONTAL MULL BAR SECTIO_N... HORIZONTAL MULL BAR SECTION m — �sJ FLANGE FRAME WINDOW �e FIN FRAME WINDOW �6JBOX FRAME WINDOW I I i iCL Q w a[ cf) I� W iQ °z APPLY T ALONG FULL LENGTH OF MUNLLBAR GROOVE .0'. DREjj,Citi, PRIOR TO ATTACHING DRIPCj P.••"'•'••• I ADAPTOR ��,VPS•vtC E N No 58201 •'�� FIN MUST BE REMOVED�, CC WHERE WINDOWS --lJ Z P STATE OF •XZt. CONNECT TO MULL9 0 �0�.••A P14c, .,,;SSS a R ISG,,., i DETAIL A z I 4/27/2015 SEAL BEHIND FLANGE I SEAL BEHIND FLANGE '_~0.'-(SEE DETAILS) PRIOR TO ATTACHING 110 (SEE DETAIL B) i LUCAS A.TURNER,P.E. PRIOR TO i APPLY SEALANT ALONG FULL—----; TO MULLION LENGTH TO MULLION LENGTH OF MULLBAR GROOVE ' 12FL PE#58201 AVE. PRIOR TO ATTACHING FLANGE NORTH PORT,FL 34286 \VERTICAL MULL BAR_$ECTION �1VERTICAL MULL BAR SECTION r ADAPTOR O PH.941-380-1574 /FLANGE FRAME WINDOW s 'FIN FRAME WINDOW ( SHEETDESCRIPTION: L SECTION VIEWS MULLS ;DRAWN BY: 'DATE: ADE 09/27/12 ' IDWd REV.: ' IO DETAIL B CWS-836 A IscaLE: i SHEET 1.2 6 OF 10 (77 •�, 1B �J(y�yQ,]/lri{//Ll Ll li'• WlhDCgM sysreels 1900 SW 44TH AVE. C) C) CD C) OCALA,FLORIDA 34474 www.CWS.CC A I I O 1 0 3•'PVC MULL BAR IMPACT I:. I ..........:` w NF 0 A w m TOP VIEW SECTION VIEW A-A Z FIN FRAME in O j iv S2 N Z > iw O ¢ I a d 1 s W i 5"MULLBAR(H-1760) i I (SEE SEPARATE APPROVAL FOR 2 f-4"MULLBAR(H-1759) -- ---- - APPROPRIATE DP CHARTS (SEE SEPARATE APPROVAL FOR -- i C2, // APPROPRIATE DP CHARTS) ^� i ! Q Z a n / I %0ttpttnnifq - �� PAOREHi Tlli�,i P O Q 1 Z—: No 58201 — T = r ..,^„ SEE NOTE 1(j 1 MAX.EDGE DISTANCE LEI ]_1LL6MAX.EDGE DISTANCE �". ;i C SEE NOTE 1`7 1_1 -6"MAX.EDGE DISTANCE I SEE NOTE 1'7 i i:O STATE OF .1 li O R 1 , \_,�� n 1 `9j SEE NOTES 1&2 1 11 SEE NOTES 1&2 SrONA E 1 19 SEE NOTES 1 8 2 (20 (1 EAJCUP) (1 EAJCUP) �✓� (1 EAJCUP) SEE NOTE 4.J SEE NOTE 4�2`I� SEE NOTE 4 tOl I 4/27/2015 �C\5'HORIZ TO 3'VERT.MULLBAR SECTION �C�•4"HORIZ.TO 3"VERT.MULLBAR SECTION RC1 3"HORIZ TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E. 7 FLANG FRAME WINDOW 7 LA IN FL PE#58201 1239 JABARA AVE. NOTES: NORTH PORT,FL 34286 PH.941-350-1574 1.SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(OTY 1),AS ISHEET DESCRIPTION: SHOWN ABOVE. I SECTION VIEWS 2. PRE-DRILLED HOLES(THRU H/V CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 10. DRAWN BY: I DA7E: 3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12 REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH DWG a: REV.: MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL CWS-836 I A 4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL ScaLE: SHEET CLIP.PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10 NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN �]/7(�v�jJ m CONFIGURATION IS SHOWN IN BOLD. MVV--((��llll��611��tL44UWU/ TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL WINDOVY SYMMS VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. r THROUGH THE USE OF MULL BAR CLIPS. AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. �— 4— 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED TO THE SUBSTRATE AND OTHER MULL BARS. 3••PVC MULLBAR ILI I � i IMPACT — SIZE II II I L'— � ---I OPENING SIZE � �F� OPENING SIZE � OPENING SIZE I o O 'Y jw m TWINrrRIPLE HORIZONTAL MULLION Tn TWIN TRIPLE TWINITRIPLE VERTICAL MULLION Z HORIZONTAL MULLION HORIZONTAL MULLION [T' HORIZONTAL MULLION ILL ' 11 I w Ir 7_ OPENING ——— —— y I a O SIZE z z ISINGLE1 I o a z N J cn w � RINI ~ U w c7 ___ __ O (TRIPLE I a W p Z I UNITS w BELOW 0r L L ! i az I--MULL LENGTH --I I �—MULLLENGTH MULL LENGTH I- OPENING SIZE ---i �— MULL LENGTH--i aPNDREH��"A' SF. No 56201 ln: f " STATE OF .;Lil d NOTES: '�iO�F�.CDRtQP'�y\�` 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL S4eONA`E��`�� DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE `7r� WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. _ 4/27/2015 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. I NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKS CONFIGURATIONS AND ARE OPTIONAL. ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: j. ADE 09/27/12 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG 0: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 A 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/W DMA 300(EXTSHEET ERIOR DOORS) 1:1 8 EE 10 Florida Building Code Online Page 1 of 2 44 lit BCIS Home Login i User Registration i. Hot Topics t Submit Surcharge ; Stats&Facts 1 Publications i FBC Staff BCIS Slte Map i Links Search llodda Product Approval lad IM, ��USER:Public User Produo_Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# 2R- Application RApplication Type Revision^ Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Ou m u d7QW-3- ctPms Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory. I n Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 0 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R3 COI EvalReD CWS-812B(SH-8100.IMP. NoSillAnch).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 1 Oy8QtjDbmB1... 3/30/2017 Florida Building Code Online Page 2 of 2 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 RI II CWS-8128(SH-8100.IMP. NOSiIIAnch)pdf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +70/-70 Evaluation Reports Other: SH-8100 PVC Impact,no sill anchors required. FL16177 RI AE DuPont PVB NOA 13-0129 27.pdf Safety glazing required on outer lite above 30 ft. in HVHZ. FL16177 R1 AE EvalRep CWS-8128(SH-8100 IMP Glass complies to ASTM E1300-04. NoSillAnch).pdf FL16177 R1 AE Ouanex(Mikron) NOA 12-1017 02.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an A4/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 b a public-records request,do not send electronicmail 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: K9 M Credit Card Safe .L�I,lur m I https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmB1... 3/30/2017 i. GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 09090 ' (SHOWN W/DIFFERENT OPTIONS) YIhFOrVd SYrTEFSS W-4 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 543,18- _-...... 2.GLAZING OPTIONS:(SEE SHEET 2) � OVERALL FLANGE WIDTH 8100 PVC 37_1./4" 3.CONFIGURATIONS:"O/X". --------- 531/8'MAX.UNIT WIDTHOVERALL FLANGE WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS DLO 3.6'. -' GLASS TABLES ASTM E-1300-04. .-................. MAX UNIT WIDTH— WATER N w POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE W 3L13,±1.6_ INFILTRATION TEST PRESSURE AND GLASS TABLES 771/4" GLASS DLO ASTM E-1300.04, 0 0 o I- MAX OVERALL I I ;I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o o 0 FLANGE IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR g w p HEIGHT j O 1 -- DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w F- ¢ m 63 tJ4" -I- ANCHOR CALCULATIONS. CO GLADLO OVERALL I I I LL LL W O 76' I I FLANGE I I ; 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY < c MAX. I I HEIGHT O LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL o o m > HEIGHT I I B B GLASS OPERATION 8UT MUST BE ENGAGED PRIOR TO EXPOSURE TO ¢ ¢ Q p w 1 MAX cc DLO HURRICANE WINDS AND FLYING DEBRIS. a a a {-- a 1' UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w w w Q HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB. 4fl,--'<'1 8.SERIES/MODEL DESIGNATION SH-8100.MAX.SASH 6 yGLASS m ¢ Z HEIGHT <DLO 30..5_'1.8' 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: D' SASH 2 X=OPERABLE SASH,O=FIXED SASH t��ti�kr;���rifp HEIGHT '` GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��`� PORE.. I I I I I DLO LOCATION. I C 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. ^J; No 58209 € C A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". 9�, STATE OF -40 GLASS DLO I GLASS DLO-� �i F' Oat as_a_ua.6� sa.s/1..6�. Lucas A.Tumer %s'oiva��:��• MAX SASH WIDTH MAX SASH WIDTH 2015-04-09 12:43-04:00 �Z LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: DESIGN PRESSURE GENERAL NOTES AND . LOCATION MAX. UNIT SIZE RATING IMPACT RATING ELEVATIONS TABLE OF CONTENTS GENERAL NOTES&ELEVATIONS.....1 NON-HVHZ „ +/-65 PSF DRAWN Ff DATE:--- 53-1/8"x 76 ADE 06/10/08 GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF LARGE MISSILE IMPACT DWG 4: REV.: SECTION VIEWS&ALT.FRAME........3 EXTRUSIONS&B.O.M.........................4 NON-HVHZ +65/-75 PSF CWS-155 C ANCHOR SCHEDULE&NOTES..........5 36 X 62" 9CALE' SHEET INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6 �......._..._........_......... .......... 718"OVERALL INSULATED GLASS ..................... _.......-_-7/8'OVERALL INSULATED GLASS --- --- � 118"ANNEALED 118'ANNEALED 29mm 1900 SW 44TH AVE. ------ ---------7/16'AIRSPACE --------._.........------7116'AIRSPACE OCALA,FLORIDA 34474 WWW.CWS.CC ...... -5LAMINATED G SS116LAMINATED GLASS 1/8"ANNEALED -----1!8'ANNEALED ' .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 8100 PVC SINGLE HUNG - ---L8"ANNEALED ----1/8'ANNEALED IMPACT DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL 1 BPURFECT GLAZE-H-OR SIKAFLEX 552 PURFECT GLAZE"H'OR SIKAFLEX 552 u� m � 0' --- .._..-- cj m n. w ___.�. o Q 1!2'GLASS BITE 112'GLASS BITE o 0 D (381._.............._..._-_ k w 0 Y W F- Q m U) n LLiLL W O cn N N LL z W w (L O Q- a a � o_ w w w a ¢ ¢ U GLASS TYPE Aa. a. Lu m GLASS TYPE A SASH LITE o FIXED LITE U m Q Z ------- -----7/8'OVERALL INSULATED GLASS ............... ----718'OVERALL INSULATED GLASS PNORE4y�G,��, ... ..._......---._._..-......_.1i8"TEMPERED .................. :�Gp `,\GENS�•.'QiY - ----�1.8'TEMPERED � _._.......-. No 58201 ;..._..._. -----7116-AIRSPACE ---------7116'AIRSPACE J.l 5116"LAMINATED GLASS .: —5715 LAMINATED GLASS 9 9O STATE _.........._..1/8"ANNEALED - i-.............. 118'ANNEALED s1. .090'PVB INTERLAYER BY DUPONT 090'PVB INTERLAYER BY DUPONT i�Fs` R 1 b✓'�N��� ... L.._._....118"ANNEALED - 118'ANNEALED "0/ NAL��+•��� O +nruqu DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL Z 18;PURFECT GLAZE-Fr OR SIKAFLEX 552 118 PURFECT GLAZE"H"OR SIKAFLEX 5541912015 2 �( -' --'-- LUCAS A.TURNER,P.E. FL PE#58201 •1��?1—- 11 2- GLASS BITE 112'GLASS BITE 1239 ABABA AVE. �- NORTH P T 534288 74 SHEET DESCRIPTION: GLAZING DETAILS en DRAWN BY: DATE: ADE 06/10/08 DWG K: R V.: GLASS TYPE B GLASS TYPE B CWS-155 C FIXED LITE SASH LITE SCALE: SHEET 1:1 20F6 r� INTERIOR � yyly,l®L�9/SYST�EPiS , C) 21 ��9j 10(391(21�t'S) 3 j 1900 SW 44TH AVE. 7 J OCALA,FLORIDA 34474 _ WWW.CWS.CC 4 41 { 8100 PVC v o SINGLE HUNG as D IMPACT co X12cu 20 Z0, 2 0 0 0 SECTION VIEW B-B g i W o y w F- ¢ m NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, to RIGHT SIDE SHOWS SASH SECTION VIEW. LL 0 o ti olo o S2 M 2''..-- /�'/ N N LL Z w Q Q Q O ,38--- .tel a a a H D: a '31 w w w ¢ < o S _._._._........07 INTERIOR a a a w > > > o a8 U �PS1D RE by (�Pr.��G E N SF•.'P�4 No 58201 -A 1P BI 3 9• STATE OF 4jt _.15 y 101 O v f—�- -aw 4/g/2015 LUCAS A.TURNER,P.E. FL PE#58201 on O " 1239 JABARA AVE.NORTH PORT,FL 34288 41) PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW C-C SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: -- DATE: - FOR UNITS 36"x 62"AND UNDER. ADE 06/10/08 DWG 4: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-155 C 22,27-28,33-37,43-45 SCALE: SHEET 1:2 30F6 rti • PARTS LIST FRAME CORNER REM PART# DESCRIPTION MATERIAL VENDOR _ 1 H-6031 Frame Head,Fig,Single Hung PVC MIKRON 3118 CONSTRUCTION uwlbbw 2 H-6031 Frame Sill,Fig,Single Hung PVC MIKRON .............-..-... �^INDOVa�S'cTums r Ec—] 3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON i 1 t5/ts - .., i ---2 3116"�----�-; 1900 SW 44TH AVE. 21 ........._....._................ .. OCA CFLORIDA 34474 4 H-1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK 1.......... .......___,6,- 6 5 S6063 Fixed Rail Cover PVC MIKRON 3% J WWW. WS.CC — 6 H-6027 Sash Top Rail PVC MIKRON 211/1s" 7 5e" Q 1 58' 7 H-1497 Reinforcement for STR ALUMINUM KEYMARK 1/16 8100 PVC O 1/16 8 H-6028 Sash Bottom Rail PVC MIKRON CORNER WELD 1 (ALL SIDES) SINGLE HUNG 9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 1:8 10 H-60D4 Sash Side Rail PVC MIKRON '-- IMPACT 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-6031 PVC SASH BTM,RAIL-6028 PVC SASH TOP RAIL-6027 12 S-6064 Glazing Bead PVC MIKRON CD t2 13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN c m ui 14 P-3541 1#8 x 112",Pan Head,Tek STEEL FASTENAL 15 P-4632 Sweep Lock ZINC SULLIVAN 3 1/8" 1 �3 0 0 0 16 P-4633 Barrel Fastener STEEL FASTENAL ,7) _t 1/2--iY IL w .. 17 Block&Tackle Balance STEEL CALDWELL _.... r w Iw- ¢ m 1 3116"-�- ��� 7�I _.... 18 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKA a FIXED MEETING RAIL U) SCREWED TOGETHER WITH O Z 19 Sash SEE SHEET2 GLASS CARDINAL m CO L 20 Fixed SEE SHEET GLASS CARDINAL VI 6" OUTERFRAME LL LL 2 3 9176• 1 118" 1'8 o V 21 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB p 5%8' 2 1/16" N N LL Z > 22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK STEEL FASTENAL q - ---1116^ w w w O 23 #10 x 1 112"Panhead SMS STEEL FASTENAL 0 !___ a a o- 24 Flat Washer STEEL FASTENAL ...1•... r rw 25 S-6014 Screen Catch PVC MIKRON PVC SASH SIDE RAIL-6004 FIXED RAIL-1836.[. o o o ran 26 S-6013 Screen Support PVC MIKRON - > j '= o PVC FRAME FIN-6048 27 P-4051 #8 x 1 114"Ph Fh TEK,Wht. ZINC FASTENAL PVC 28 P3748 #6 x 0.625"Quad Fh TEK,Wht. ZINC FASTENAL 111 L a m ¢ z 29 P-3783 impact,Lock STEEL INTERLOCK ltuuirr% 30 1 P-4069 jImpact,Keeper STEEL INTERLOCK _.1 5118•. 9116• ,�` PIAcREW 31 P-4264 #8 x 314 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL 32 P-3218 Screen Frame ALUMINUM ALLMETAL t/2 1 718 J I : P• t�E N S �' �� ____ -� 5/16•-t V v F•'••'v 42 _ 5 :• No 58201 � 33 P-3327 Screen Comer Key PLASTIC M&M 7/e 2B; 1 5%t s . 34 P-=8 Screen Spline RUBBER DAPA j_ 045" T- _._._1116" 35 P-3581 Screen Cloth VINYL WIER t/1s^ ' 711 s^ 1._........... -,^6: :2' STEEL HURLEY PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 ^ 36 P-3033 Screen Spring STATE. OF .L'� PVC SASH STOP-6025 O t F 4 Z 37 P-3029 Screen Pull Tab STEEL HURLEY '�,��:•:;(O R t ON 39 P-3768 #8 x 518 PhB38 P-3352 Set.Elk.1/wPan/Znc 2" R ZINC R F FASTENANK yLE lONA; ��, 40 P-4479 Weepco%er PLASTIC M&M 41 P-3113 Screw Support RUBBER TEAM 314 _..__. • �__._.� 314- 42 P-6025 Sash Stop PVC MIKRON 3%t s"- ; _ 43 P3059 Sash Cam PLASTIC M&M J r�j��J 75116" 1116" j' 7 71g" LUCAS A.TURNER,P.E. 44 P-3295 Take Out Clip STEEL SUMMIT1/ts _ FL PE#58201 45 P-3342 Seam Sealer SILICONE SCHNEE 4— L 1239 JABARA AVE. 46 P3752 Hole Plug PLASTIC M&M REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288 47 H 61)48 Frame Head,FIN,Single Hung PVC MIKRON PH.941-380-1574 48 P-4959 1 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB SHEET DESCRIPTION: BOM AND EXTRUSIONS 3/16'- DRAWN BY DATE: TF-1 _.;41) ADE 06/10/08 DWG 4: REV.: SCREW SUPPORT-3113 CWS-155 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 12 40F6 t . 15"MAX.O.C.(fYP.)-----...... .—. ...- IV(YLY0.]/(Yl1U •(f/� I 4MAX.(TYP.)._._.. .... .........8MAX O.C.(TYP.) L� 6"MAX.(TYP.} " ' 1900 SW 44TH AVE. 6"MAX.(TYP.) i 4'MAX,(T1'P.)-- OCALA,FLORIDA 34474 4"MAX.(TYP.)........ ._..a.._..-8"MAX O.C.(TYP.) WWW.CWS.CC _.—._. --....__... ANCHOR AT MID5PAN(TYP.) 4"MAX(TYP.) ...---._....._...._—. 6"MAX(TYP.)........_......(--- 8100 PVC 6'MAX(TYP.) I . SINGLE HUNG 14' O MAX.O.C. O T 14" o.c. (TYP-) IMPACT (TYP.) 10 13/16" .. ' O ' MAX O.C. I O 1 o J..... I I MAX O.C. (TYP.) o o F RAIL I I (11'P.) O I �• q Y W 4•(TYP.)— iI .._L MTG RAIL W F- ¢ m 4"(TYP.)J X I •` 4"(IYP.)._� 1 I I �/ I V.0 0 Z I I I I 1 X I I X I m e m W Q N N N LL Z LU LU -- W W W a a ala w w w Q ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a a a C-) SIZES OVER 36"x 62" SIZES OVER 36"x 62" SIZES 36'x 62"AND UNDER SIZES 36"x 62'AND UNDERnom. a a W > > > U m ¢ Z 'µctl iffill" %%%LPr10 RE 4Y 0 No 58201 '.'A NOTES: ZIP�" &TATE OF 4tj 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BEONAol ;`E ,`�� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. X 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 41912015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN I Dare: — 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY.DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG4: RE CWS-155 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET 1:25 5 OF 6 a MIN,EMBEDMENT �TJ/7(r,9�}jJ>> • TYPICAL HEAD ANCHORAGE SEE TABLE 1 � SUBSTRATE iUX1lY'AA�)J1i(1LllUU// � BY OTHERS VVINDMif S ESTEMS ----•i—MIN.EDGE DIST. 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. - -; SUBSTRATE I SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. ' �{' 1/4"MAX.SHIM--� SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS--..... ................................_._............................i. I I r WWW.CWS.CC SEE TABLE 1 _ MIN.EMBEDMENT I MIN.EDGE DIST. ""—'- SEE TABLE 1 I SEE TABLE 1 $�00 PVC PERIMETER SEALANT----- PVC BY INSTALLER INSTALLATION ANCHOR- INSIDEANDOUT SEE TABLET I SINGLE HUNG SEALANT BEHIND o —f MIN.EMBEDMENT FLANGE BY INSTALLER i1/4'MAX SHIM SEE TABLE 1 IMPACT i PERIMETER SEALANT o'c PERIMETER SEALANT BYINSTALLER oo BY INSTALLER INSIDE AND OUT INSIDE AND OUT ---•—INSTALLATION ANCHOR Y LL W INSTALLATION ANCHOR- -•--- SEALANT BEHIND BEETABLE1 w IW- ¢ m SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER v v p Z co HORIZONTAL SECTION _ ( Com\ HORIZONTAL SECTION_ LLL lmi ¢ 0 TYPICAL JAMB ANCHORAGE6/ TYPICAL FIN ANCHORAGE " U HEAD AND SILL SIMILAR FOR FIN INSTALLATION N N LLLU Z w w w O CC a a a a w w w - w w w Q U 1/4"MAX.SHIM o a o SEALANT BEHIND j m j p FLANGE BY INSTALLER �� C� .. Z PERIMETER SEALANT MIN.EMBEDMENT N + BY INSTALLER tit r,n�i�u++i INSIDE AND OUT SEE TABLE 1 ,`tPp10RE4........ JOP..y�GENS�.•'P�t� SUBSTRATE BY OTHERS-- �+; Nc 58201 ••: �,. SEE TABLE 1 4--MIN.EDGE DIST. /..` SEE TABLE I A� VERTICAL SECTION_ `�,6 ! TYPICAL SILL ANCHORAGE $$Iris AfA' 0 z:7- TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"!IW TAPCON 1-1/2" 1-1/8" I FL PE#58201 PERIMETER SEALANT— - 1239 JABARA AVE, FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3,16"I W TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT p\ HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION SHEET DESCRIPTION: 3116"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1.3!8" 7/8" INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, —_ - UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWNBY: onTE: W FLANGE 16 GAUGE(0.060")M .STEEL STUD #10-16 HILTI KWIK-FLEXOR filN FULL THREAD 7/16" ADE 06/70/08 (33 KSI YIELD MIN) #10 G SELF-DRILLING SCREW THRULL REA MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8'ALUM.(6063T5 MIN.}OR #10 GRADE 5SELF-TAPPING J FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-155 C FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16' SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 12 6OF6 Florida Building Code Online Page 1 of 3 a v 4iM u r a s 'il lel S f e BCIS Home Log In i User Registrabon Hot Topics 't Submit Surcharge ; Stats&Facts i Publications FBC Staff BCIS Site Map Links I Search 1-1 ridgy ., @USER: Product Approval �...- Public User Product Approval Menu>Product or Application Search>Application List>Application Detail '.�. FL# t Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer �us>onww,aweawvs>err>sm`'c� Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE R Validation Checklist-Hardcopy Received Certificate of Independence FL5823 R7 COI EvalRep CWS-155C(SH-8100. Imoact).odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3m... 3/30/2017 Florida Building Code Online Page 2 of 3 ASTM E1886-05 2005 ASTM E1996-02 2002 j ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/16/2015 Date Pending FBC Approval 12/21/2015 Date Approved 02/10/2016 SummarV of Products Model,Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) Limi of Use Installation Instructions A roved for use In HVHZ:Yes FL5823 R7 II CWS-155C(SH-8100.Impact).pdf 'or, for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile,see installation dwgs.for Max. size FL5823 R7 AE DuPont PVB NOA 13-0129 27.odf and OP.Outer lite in I.G. must be safety glazed when used FL5823 R7 AE EvalRep CWS-155C(SH-8100 Impactl Ddf above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02 pdf Created by Independent Third Party:Yes 5823.2 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill(double Single Hung),Impact, 74 1/8"x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R7 II CWS-4408(SH-8100,IMP. 74x63. Approved for use outside HVHZ:Yes CONTHDSL).pdf Impact Resistant:Yes Verified By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party:Yes Other: Max. unit size 72-7/8"x 61-3/4".Outer lite in I.G. Evaluation Reports must be safety glazed when used above 30 ft. in HVHZ. FL5823 R7 AE DuPont PVB NOA 13-0129 27.pdf Glass complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-440B(SH-8100. IMP. 74x634 CO NTH DSL).pdf FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02.pdf Created by Independent Third Party:Yes 5823.3 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill(double SIngle Hung),Impact,74 1/8"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R7 II CWS-491B(SH-8100.IMP. 74x72, Approved for use outside HVHZ:Yes CONTHDSL).pdf Impact Resistant:Yes Verified By: Lucas A. Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other: Large Missile, DP=+/-67.5 psf, Max. size 74-1/8" Evaluation Reports x 72". Outer lite in I.G. must be safety glazed when used FL5823 R7 AE DuPont PVB NOA 13-0129 27.odf above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-491B(SH-8100.IMP. 74x72, CO NTH DS L).pdf FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02.pdf Created by Independent Third Party:Yes 823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR,5 HI sash. Imlts of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R7 II CWS-295D(SH-8100.IMP. 52x96).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3m... 3/30/2017 Florida Building Code Online Page 3 of 3 • Design Pressure: +70/-70 Evaluation Reports Other: Large Missile, 52"x 96"w/5 HI sash, +/-70 psf. FL5823 R7 AE EvalRep CWS-295D(SH-8100.IMP. .s J FLANGE ONLY.Outer lite in I.G. must be safety glazed when 52x96).pdf used above 30 ft. In HVHZ. Glass complies to ASTM E1300- FL5823 R7 AE Kuraray PVB NOA 14-0916 10.pdf 04. FL5823 R7 AE Kuraray SGP NOA 14-0916 11.pdf FL5823 R7 AE Ouanex(Mikron) NOA 12-1017 02.pdf Created by Independent Third Party:Yes Back Ne# Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 phone:850-487-1824 The State of Florida Is an PAIEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses arepublic records.7 you do not want your e-mail address released in response lo a public-records request,do not send electronicmail Io this entity.Instead,contact the office by phone or by traditional mall.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: dna„, � E^hpck Credit Card_ Safe https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiE W2m3 m... 3/30/2017 NOTES:GENERAL S: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE POTE SHOWN HEREIN IS DESIGNED AND MANUFACTURED Umgm` TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8'MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X". 8100 PVC ff47/8,1116" "MAX.UNIT WIDTH SINGLE HUNG GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,� a INFILTRATION TEST PRESSURE AND GLASS TABLES T -- -- -- ASTM E-1300-04.63" o Co F _ __ __ 1 _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 2 < } OVERALL I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD I I I w m m FLANGE ANCHOR CALCULATIONS. HEIGHT z Z B O N 1 B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m 'o GLOSS NOT REQUIRED. b m m W Z w I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ O 61 3/4" USED AT FIXED MEETING RAIL AND JAMB. a a HE HT 8.SERIES/MODEL DESIGNATION SH-8100. <UN o U G rn 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ o X=OPERABLE SASH,O=FIXED SASH I I m ¢ Z 30 3/16" I I 1026 7/8" .SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR MAX GLASS LOCATION. X01%V41DREtottillpfM,',�r'� SASH `, HEIGHT X DLO ���c�N ........ B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. v: No 58201 :�-P 6 Lucas A. 1s•. STATE OF .• + Turner ;'N'. - A:��' LLI 2015-04-11 '',Fss�°a+D"����A 15:15-04:00 i�„ON;;ti.•,`' 451/16” z� GLASS DLO 3t6• 4/11/2015 MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-360-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS.................................3 RATING DWG#: REV.: EXTRUSIONS&B.O.M........................4 CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT t2 N 111 O co Q O � � 718"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Y Q } W m m 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED U) m N Z 7/16"AIRSPACE 7/16"AIRSPACE LL c O N 5116"LAMINATED GLASS 5/16"LAMINATED GLASS Lo N OZ W 1/8"ANNEALED 118"ANNEALED w Q O cc a F- .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT w a Q 1/8'ANNEALED 1/8"ANNEALED o U DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL °C 0 47 PURFECT GLAZE"H"OR SIKAFLEX 552 47 PURFECT GLAZE"H'OR SIKAFLEX 552 m <10 14 1/2 "GLASS BITE i!2"GLASS BITE ��P��Pt UREtV 9-o G , 14 `,JGp`;:-\G E N S�..;Py�y 48 48 No 58201 'P 3cc z- 1 1 :9 STATE OF ."4(1 4u Zl. f�NA SASH LITE 7_ FIXED LITE 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: CWS-812 B SCALE: SHEET 1:1 2 OF 6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 45 3 7 53 1 381 3 3 4 45 8100 PVC 0 _ D SINGLE HUNG 0 IMPACT as O 9 co co LL2 w 14 o 3 Y ~ 3 14 54 14 65 66 63 19 4 W m 133 N SECTION B-B 07 VN sa ZNOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, LL b O RIGHT SIDE SHOWS SASH SECTION VIEW. m N W Z W W p Q a o 14 39 w z 40 p U) W 7 8 ¢ O 1 3 INTERIOR m ¢ O 9 Z 49 `��aRE IV 6 e `Gpc;.��GENSF 58201 �P 1a 53 .�' STATE OF ;4ulLl` ss t01VA�E?�`��` 6 3 3 q 18 3 4/2015 6 2 74 LUCAS A.TURNER,P.E. FL PE#58201 30 73 1239 JABARA AVE. o NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 3OF6 PARTS LIST FRAME CORNER //V �J�) ITEM PART# DESCRIPTION VENDOR MATERIAL CONSTRUCTION (f TIl1(�9®/�j�°V�/Q 31/8" �L!(btS'py UULY I�\(lel/`I 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl WINDOW SYSTEMS 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl 1 1 15/16" �23/1s^ 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L Jb. Mikron Vinyl 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl 2 7� OCALA,FLORIDA 34474 6 S-1577 Impact Hook Keymark Alum 3 I e WWW.CWS.CC 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16^ 4 1 5F/8" & 1 S a^ 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16^ 1/1 s^ 8100 PVA. 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl O CORNER L SIDES)WELD 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1.8 SINGLE HUNG 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6054 GIZ.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6026 PVC SASH 70P RAIL-6027 18 5-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl a 19 5-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2^ o r 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3/16" 3 a o 23 H-1699 Reinforcement,SBR Keymark Alum 7/8 ^ —}�---yl 24 P-2190 Balance BSI 9/1625 P-3059 Sash Cam, I 1 71 Q } BSI 26 P-3046 Take Out Clip BSI Plastic } 1/16" 158^ 21/8" t/1 s^ w m m FIXED MEETING RAIL co 27 P3SCREWED TOGETHER WITH c) Z 783 Lock,Impact,PVC Interlock 1/16" OUTERFRAME m c O 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1;8 a N y 30 P-3215 Weep Cover w/Flap Gaer Plastic REINF.,IMPACT HOOK-1112 N Z > 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w ¢ 0 ¢ 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A.TEK 2 Fastenal Steel o ( a 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel Fjj: 9/16" ZFL 39 P-4051 W#8 x 1.250 Ph FH TEK,W ht. Hub Cit Steel ~ Z co Y 1/2" 1 1/6" oQ O � 40 P�264W#8 x 3/4 FH PH w/#6 Head,TEK,Whit. Hub City Steel 72 " j W 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 18 1 516" t9 ¢ O 45 P-3752 Cap Plug,1/2"Hole M&M Nylon ^ 045" 1/16" Z 47 P-3438 Sika#ex 552 or Purfect Glaze"H" Sika/Henkel ) 48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe RubberPVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 C,E. 51 P-3881 Temporary Lbl.(NFRC/DP) . 5 oEr✓ 52 P-3613 CWS Lbl.(logo) Pro Label fie^ `-Z'C) �•v.� S�•'pZF 3/4^ No 58201 :-P 53 Sash SEE SHEET GLASS �314- 54 Fixed SEE SHEET2 GLASS 3/16 1456 P-3281 Spacer Duraseal 13 1/16"15 1• 9 7/8" ;1/16" L9; STATE OF .41J62 P3218 Screen Frame,Horiz. Allmetal Alum 1/16^ �- 63 P-3218 Screen Frame,Vert. Allmetal Alum O•• �� 64 P3321 Screen Frame Comer Key Allmetal Plastic REINF.S.B.RIS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 �jS+ ....... 65 P3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass 66 P-3228 Screen Spline,.155 Dia,Bik. Dapa Vinyl 67 P3029 Screen Pull Tab Summit Alum 4/11/2015 68 P-3033 Screen Spring,SS FI.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16^ FL PE#58201 72 S-6063 Coker,Fixed Rail Mikron Vinyl O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 LlJ5116 1/2" SHEET DE6CflIPTIDN: LINEITEMS NOT USED: �^ 5 3/16^5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 16 I 1- 3" -{ BOM AND EXTRUSIONS 7/8" /1 s• I O 70 SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG#: REV.: CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 40F6 6"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS 6"MAX(TYP.) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 -- " WWW.CWS.CC I I SEE NOTE 2 101/2" I 8100 PVC MAY,Q.C. SINGLE HUNG (TYP.) O }— INSTALLATION IMPACT ANCHOR(TYP.) I I t2 N I 1 [h cc17 W O r- !W� O O 0 --- `MTGML F' W D] m 4"(TYP.) � I I m a O LL O Y O � 101/2" /\ a W Z W MAX O.C. a j O Q (TYP.) c7 a I 4 I D O Lu u W 7 Q o 4"(TYP.) -- -- -- m Q Z 4-(TYP.) NO ANCHORS REQUIRED IN SILL ��� PtdORE4jr� �i�� ANCHOR LAYOUT-(FLANGE) ,�OP•��G E N SFPy�y r No 58201 :�� a' c er s NOTES: O;" STATE OF :�4u� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWGO: Rev.: CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) SHEET 1:15 5OF6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT WINDOW SYSTEMS ICL1 IIS/Jii MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1BY OTHERS 1900 SW 44TH AVE. 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. BY INSTALLER SEE TABLE 1 8100 PVC INSIDE AND OUT SINGLE HUNG INSTALLATION ANCHOR SEALANT BEHIND C� SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM l(7N o (,;5mw prQ o � o PERIMETER SEALANT BY INSTALLER ¢ } INSTALLATION ANCHOR INSIDE AND OUT I I I w m m SEE TABLE 1 SEALANT BEHIND U) FLANGE BY INSTALLERm N O LL p N (� o CONTINUOUS DOUBLE 3/16"BEADS OF HORIZONTAL SECTION� c > TREMGLAZE U1600 SEALANT AROUND TYPICAL JAMB ANCHORAGE wW PERIMETER AT ALL INDICATED POINTS w ¢ O W BETWEEN FRAME AND BUCK BY INSTALLER. o a w LL Q 1/4"MAX.SHIM < y SEALANT BEHIND W 7 ¢ O FLANGE BY INSTALLER m ¢ 0 Z PERIMETER SEALANT MIN.EMBEDMENT ♦���f�utintrr��i BY INSTALLER SEE TABLE 1 ��� NOREIy �j INSIDE AND OUT +t P. TG GPy.-',G E N SF.�'P SUBSTRATE BY OTHERS "JSP No 58201 -p SEETABLE 1 MIN.EDGE DIST. - SEE TABLE 1 (}r q VERTICAL SECTION �L"" STATE OF :BUJ` 6 TYPICAL SILL ANCHORAGE fiN A l 016���+ O 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 2.0 KSI MIN.) 3/16"RW TAPCON 1.1/2^ 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. CONCRETE ( BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"IIW TAPCON 1" 2" INSIDE AND OUT ^^ PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1^ !� HORIZONTAL SECTION BOX FRAME INSTALLATION SHEET DEscRIPTIDN: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR R1N FULL THREAD BAT 06/18/12 7115" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B 1/6"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 Florida Building Code Online Page 1 of 2 u, 1'a VASMIii `P M' "w BCIS Home Log In i User Registration i Hot Topics Submit Surcharge Stats&Facts ; Publications ' FBC Staff BCIS Site Map i Links s Search d,blpr a (0.0 Product Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail ta`P� y FL# FL Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product ManufacturerCUgtoffi:1?ff1d"a. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory ;F ice Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE D Validation Checklist- Hardcopy Received Certificate of Independence FL17387 R1 COI EvalRep CWS-1032A(PW-8150. WZ3. IMP).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrYyacVPM5... 3/30/2017 Florida Building Code Online Page 2 of 2 ASTM E1996-05/09 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/16/2015 Date Pending FBC Approval 04/19/2015 Date Approved 06/23/2015 Summary of Products F Model,Number or Name Description 7387.1 PW-8150 Vinyl Fin/Flange Picture PW-8150 Vinyl Fin/Flange Picture Window,Impact,WZ3 Window Limi of Use Installation Instructions proved for use in HVHZ: No FL17387 R1 II CWS-1032A(PW-8150.WZ3.IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner PE-58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +60/-60 Evaluation Reports Other: PW-8150, Max.size 36"x 72", DP+/-60 PSF.Glass FL17387 R1 AE EvalRep CWS-1032A(PW-8150.WZ3, conforms to ASTM E1300-04. IMP). df Created by Independent Third Party:Yes 17387.2 PW-8300 Vinyl Fin/Flange Picture PW-8300 Vinyl Fin/Flange Picture Window,Impact,WZ3 Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL17387 RI II CWS-1033A(PW-8300. WZ3.IMP).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner PE-58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: PW-8300,See Installation Detail for Max. Sizes and FL17387 RI AE EvalRep CWS-1033A(PW-8300.WZ3. DP. Glass conforms to ASTM E1300-04. IMP). df Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Sone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an A4/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 mall.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 emall addresses are public record.If you do not Wsh to supply a personal address,please protide 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 hem. Product Approval Accepts: --Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrYyacVPM5... 3/30/2017 GENERAL NOTES: PICTURE WINDOW - LARGE MISSILE IMPACT CfDrr�' 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDIVVY SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND OCALA,FLORIDA 34474 371/4' IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED W WW.CWS.CC MAX OVERALL IN ASTM E 1996 PER THE FBC. I FLANGE WIDTH ' _ 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.UNIT WIDTH 8150 PVC 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE I q GLASS DLO NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW ! 4.DESIGN PRESSURE RATING: IMPACT A NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND �• ; r—————— 1 GLASS TABLES ASTM E-1300-04. %w m -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ►i - -7 INFILTRATION TEST PRESSURE AND GLASS TABLES I I I I ASTM E-1300-04. o 0 i I 1 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED g w o i j= 731/4" B I I 113 IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w F- Q I m I MAXI I DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD I ln1 ��NRGAEL I I I ANCHOR CALCULATIONS. m m pI LL LL HEIGHT I I I 731/4"MAX.OVERALL FLANGE WIDTH 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. N NIZ Ijj I I I ¢ ¢:O 72" 72'MAX.UNIT WIDTH x w w MAX I I 7.ALL FRAMES ARE FULLY WELDED. UNIT 67 13/16"GLASS DLO w w V HEIGHT I I 1 ............................-................... 8.SERIES DESIGNATION PW-8150. 0 0 oIm _._..._.. -.... ---------------- I I W 611.W.Ci I I I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: GDLOSS I e I I O=FIXED SASH. ' U m ¢j 0 E r 6 z I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR t l C77114- I I LOCATION. +++PNOREty+T�i�� L OVERALL I I � p�?.4�G£N�y-��, 1 —--——— FLANGE 6 _ J HEIGHT I I v No 58201 i A I A I I Lucas A.Turner - ( M I I I 2015-11-19 ��: * :xz- U 14:58-05:00 Z9; STATE OF "4U i HEIGHT I I ,''�SSt�NA; G` I ' I �- GLASS I I 11/19/2015 DLO I ( LUCAS A.TURNER,P.E. FL PE#56201 1239 JABARA AVE. I 1 NORTH PORT,FL 34288 ———————J PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND I ELEVATIONS TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.......1 AAJ 11/25/11 ARCHITECTURAL SHAPES...................2 ALL 36"X 72" +/-75 PSF DWG C: SECTION VIEWS&GLAZING................3 EXTRUSIONS&B.O.M...........................4 NON-HVHZ +/-65 PSF LARGE MISSILE IMPACT CWS-433 G ANCHOR SCHEDULE&NOTES............5 72 X 76 INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SCALE: SHEET 1:20 1 OF 6 I WIN:)Vp SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8150 PVC PICTURE WINDOW IMPACT FULL ELLIPSE(OVAL) N2z Q FULL CIRCLE .......... ...................................... ......... ....................................... Ic) 0 z U TOMBSTONE TRAPEZOID jm m 6 z! oc LU Lu FI w Lu CL co Lu CQ .............. ............................ RE W 4� . .... ..... 112 CIRCLE 'p- OCTAGON S No 58201 -P NOTES: 90 • 4u. 1.SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. .......... N 2.THRU FRAME MASONRY,WOOD OR METAL OPENING. THRU FIN-WOOD OPENING. 3.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOW ON SHEET 1. 11/19/2015 LUCAS A.TURNER,P.E. 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5,WITH ANCHOR FL PE#58201 MEASURED URED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 ........................... SHEET DESCRIPTION: 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY. DATE: AAJ 11/25/11 DWG 0: REV.: CWS-433 C SCALE: SHEET 1:1 2 IF GLASS TYPE DP MAX SIZE � � ' INTERIOR A +1-75 36 X 72 WINDVVY SYSTEMS ! +/-65 1900 SW 44TH AVE. B 72 X 76 OCALA,FLORIDA 34474 WWW.CWS.CC cl 10 (0 8150 PVC PICTURE WINDOW g IMPACT i mow, NIH � Q 5 ® 11 11 l°J 6i Y LL w .. Iw 4Y SECTION VIEW S-B w r ¢;m m U U iZl m m OI a o cf) 0 oi••'j 7.+6"OVERALL 713'OVERALL I n w !¢ O w —3/16"ANNEALED or TEMPERED 316"TEMPERED " o. a a 11 w w ¢ 114'AIR SPACE I 114'AIR SPACE W Q Q U 10 ' 7116"LAMINATED 7116'LAMINATED '`J 3116'ANNEALED 3116'HEAT STRENGTHENED U C01<120 LL JQ5 KURARAY PVB INTERLAYER ,091)KURARAY SENTRYGLAS INTERLAYER i 3h6'ANNEALED i 3;16"HEAT STRENGTHENED `��� P110RE6..j1��i� INTERIOR ..`GP�'•4tGENa'-. ' No 58201 10 10 PURFECT GLAZE OR SIKAFLEX 552 10 PURFECT GLAZE"H"OR SIKAFLEX 552p /) i :9 STATE OF ."1 'O: ..�� 11�_ 7p� .11 6r GLASS BITE 1, �$GLASS BITE ss�� A,������ B _ L. � 8 a O — -..� 11/19/2015 4 ;022 _—_ p0 p LUCAS A.TURNER,P.E.'' 4-- - FL PE#58201 Q 1239 JABARA AVE. NORTH PORT,FL 34288 7 O Q F D PH.941-380-1574 SECTION VIEW A-A 7;c DESCRIPTION: ALTERNATE FIN FRAME TION VIEWS AND 0 GLAZING DETAIL DRAWN BY: DATE: AAJ 11/25111 GLASS TYPE A GLASS TYPE B DWG p: REV.: 1.1 1.1 CWS-433 C I { SCALE: SHEET 1:2 3OF6' j PARTS LIST og ITEM PART# DESCRIPTION VENDOR MATERIAL FRAME CORNER CONSTRUCTION / 1 H-6025 SASH STOP MIKRON PVC WIND�80' 2 H-6048 FIN FRAME MIKRON PVC 1900501 SYSTEMS J 3 H-6049 FLANGE FRAME HEAD MIKRON PVC OCA A, THHAVE.A . FLORIDA 4 H-6049 FLANGE FRAME SILL MIKRON PVC WWW.CWSCC34d74 5 H-6049 FLANGE FRAME LEFT JAMB MIKRON PVC 6 H-6049 FLANGE FRAME RIGHT JAMB MIKRON PVC 7 P-3113 SCREW SUPPORT FOR PVC CORNER WELD(ALL SIDES) 8150 PVC 8 P-3352 SETTING BLOCK 85 DUROMETER 1/8"x 5/8"x 2"LG. AMESBURY FOAM SCALE 1:8 PICTURE WINDOW 10 P-4648 SIKAFLEX552 OR HENKEL PURFECT GLAZE"H" SIKA/HENKEL IMPACT 11 S-6064 GLAZING BEAD(7/8"O.A.I.G.) FRANK LOWE RUBBER 12 GLASS SEE SHEET CARDINAL GLASS r m ' io�ui r O N'F LINE ITEMS NOT USED: I W WO Y W F Qlm I c m m O ' LL LL N N�Z!1LLI cc w w a[ CD 2 w ¢ a U 3 4 5 6 Lu t ry 6• 316" U m Q O 2314• 39/16• Z! 1/16" p �p ^ P`�t DREW r��4 i 718• —� 718• ! '� ``Q5?NGENS"rG'Qq 1/16 1/16• � ��r. No 58201 PVC FRAME,FLANGE-H-6049 PVC FRAME,FIN-H-6038 PVC GLAZING BEAD-S-6064 PVC FILLER,SASH STOP-S-6025 pONAo{���`�� 3116' Y 112• 3" A. 11/19/2015 SCREW SUPPORT-P-3113 LUC F�PE#56 oR,P.E.1 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-360-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DATE: AAJ 11/25/11 iDWG 0: REV.: CWS-433 C SCALE: SHEET 1:1 4 OF 6 6'MAX.{TYP.)-.._........ ...... .__7314'MAX O.C.(TYP.) 12 MAX.D.C.(TYP.) V41INDOW SYSTEMS SEE NOTE 2 4-MAX(TYP.)— B'MAX.O.C.(TYP.) 1900 SW 44TH AVE. I 6-MAX.(TYP.) OCALA,FLORIDA 34474 I I I 1 6-MAX(TYP.)----------- SEE NOTE 2 4-MAX(TYP.) SEE NOTE 2 WWW.CwS.Cc -- r---------------- 6"MAX(TYP.)- 8150 PVC INSTALLATION PICTURE WINDOW ANCHOR(TYP.) 7314IMPACT MAX.D.C. I—INSTALLATION 12" (TYP.) MAX O.C. I ANCHOR(TYP.) (TYP-) I 2z MAX0 (TYP.) C. INSTALLATION Y LL uj ANCHOR(TYP.) Lu 0 w <l co cf) z 0 mo >! Lu 1 cc 0 Q ^ ww ¢ Lu w ——————————— -——————— 'n !o 0 c1l ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT: I DP+1-65 PSF and 67.5 PSF DP 75 PSF ALL SIZES AND DPs oREW 14 No 58201 % NOTES: X90 STATE OF 4tt ' i 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. p.......... 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 11/19/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT RECURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9116"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8 WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE, AN 11/25/11 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG u:, REV.: CWS-433 C 9.,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMAIAAMAfWDMA300(EXTERIOR DOORS) SHEET 5OF6 MIN.EMBEDMENT --SUBSTRATE BY OTHERS TYPICAL HEAD ANCHORAGE SEE TABLET SEE TABLE T MIN.EDGE DIST. .---. .---... ---SUBSTRATE !^IINETOFi�SYSTEdNS , MIN.EDGE DIST. 1/4'MAX.SHIM- - SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS,--• SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474 114"MAX SHIM SEE TABLE 1 WWW CWS CC MIN.EDGE DIST. i _...._..... _..... �- SEE TABLE 1 // PERIMETER SEALANT—� MIN.EMBEDMENT - / I 8150 PVC INSIDE AND OUTSIDE SEE TABLE 1 INSTALLATION ANCHOR—- - -"t' MIN.EMBEDMENT PICTURE WINDOW BYINSTALLER SEE TABLE 1 / / i' SEE TABLE 1 IMPACT SEALANT BEHIND O FLANGE BY INSTALLER 1/4"MAX SHIM 7— tPEPERIMETERSEALANT r EI I `- T m fOl Il I INSDE AND OUTSIDE o c`IIQ PERIMETER SEALANT BYNSTALLER i r o yip i INSIDE AND OUTSIDE - INSTALLATION ANCHOR BY INSTALLER SEE TABLE I SEALANT BEHIND --_ W ~ Q m ------—SEALANT BEHIND FLANGE BY INSTALLER FIN BY INSTALLER y , C HORIZONTAL SECTION v Z TYPICAL FIN ANCHORAGE LL m O t/get HORIZONTAL SECTION HEAD AND SILL SIMILAR FOR FIN INSTALLATION INSTALLATION ANCHOR j,/ TYPICAL JAMB ANCHORAGE w �+i Z W ¢ SEE TABLE 1 x a a a SEALANT UNDER SCREW o w w I¢ HEAD BY INSTALLER IU w Q > jIp r114"MAX.SHIM • SEALANT BEHIND I U m Q O FLANGE BY INSTALLER O _j. 'Z `�� PNORE W i MIN.EMBEDMENT PERIMETER SEALANT ��'?,. 10E N a,-. PERIMETER SEALANT SEE TABLE 1 AND OUTSIDE J•• FINSIDE '••'✓ INSIDE AND OUTSIDE BY INSTALLER ?v. No 58201 '• BY INSTALLER SUBSTRATE BY OTHERS SEE TABLE I MIN.EDGE DIST. Of :411 SEE TABLE/VERTICALSECTI %��,�SF�O R y0P• �=,� TYPICAL SILL ANCHORAGE ,0N1 .00 ,``� 11/19/2015 TABLE I:APPROVED INSTALLATION FASTENERS -- -- - FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 € FLANGE CONCRETE(2.0 KSI MIN.) 3116"rrW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" p� HORIZONTAL SECTION NORTH PORT,FL 34288 i FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON I" I" BOX FRAME INSTALLATION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-3/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"R1N TAPCON 1-318" 718" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" AAJ 11/25/11 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW 7HRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DwG 0: REV.: 1!8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUTSIDE,FULL PERIMETER,BY INSTALLER. CWS-433 C FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XtdIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60176 , Florida Building Code Online ; Page 1 of 3 7 z BCIS Home Log In User Registrabon Hot Topics i Submit Surcharge ; Stats&Facts Publications FBC Staff c BCIS Site Map Links Search l fidca 11 Product Approval i+� f USER:Public User Produce Aoorova Menu>Produ�or Aoolication Search>Aoolication Ust>Application Detail " M r FL# ar A4 4 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 Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ,jlathrop@cws.cc Category Windows Subcategory NIMMS 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/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ.wtDgvQEb8FEH6OVrs5wFs WU... 3/30/2017 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/19/2015 Date Validated 11/23/2015 Date Pending FBC Approval Date Approved 11/23/2015 Su mmarV-o-f-P-r-dducts F Model,Number or Name Description 13010.1 Z PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fln Fixed Window Limi Use Certification Agency Certificate proved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-1357.odf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-1362.odf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-562.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150,36"x 72"and 72"x 76"see Installation 09/14/2019 detail for DPs. Large Missile Impact.In HVHZ may only be Installation Instructions used up to 30ft above grade. Glass complies to ASTM FL13010 R4 II CWS-433C(PW-8150.72x76.IMP).pdf E1300-04. Verified By: Lucas A. Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R4 AE EvalRep CWS-433C(PW-8150. 72x76. IMP). df FL13010 R4 AE Kuraray PVB NOA 14-0916 10.pdf FL13010 R4 AE Kuraray SGP NOA 14-0916 11.pdf FL13010 R4 AE Ouanex (Mikron) NOA 12-1017 02 pdf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-261e2.pdf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-705e2.pdf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-706e2.pdf Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile, Dp= +/-67.5 psf, Max. size 74 1/8" 08/12/2019 x 72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. FL13010 R4 II CWS-510B(PW-8150. CONTHDSL. IMP). df Verified By: Lucas A. Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R4 AE DuPont PVB NOA 13-0129 27.pdf FL13010 R4 AE EvalRep CWS-510B(PW-8150. CONTHDSL,IMP).pdf FL13010 R4 AE Ouanex(Mikron) NOA 12-1017 02.pdf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R4 C CAC CAR 138-258e2.odf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-481e2.odf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-482e2.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120"x 48", DP= +/-70 psf. Large 04/09/2019 Missile Impact. Glass complies to ASTM E3300-04. Installation Instructions FL13010 R4 II CWS-373B(PW-8300. 120x48. IMP)pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R4 AE DuPont SGP NOA 11-0624 02.odf FL13010 R4 AE EvalRep CWS-373B(PW-8300. 120x48 IMP). df https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWU... 3/30/2017 Florida Building Code Online Page 3 of 3 FL13010 R4 AE Ouanex(Mikron) NOA 12-1017 02.pdf ' Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window. Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL13010 R4 C CAC CAR 138-1093.pdf Approved for use outside HVHZ:Yes FL13010 R4 C CAC CAR 138-1320.Ddf Impact Resistant:Yes FL13010 R4 C CAC CAR 138-250e2.pdf Design Pressure: N/A FL13010 R4 C CAC CAR 138-274e2.pdf Other: Large Missile Impact,See Installation Drawings for FL13010 R4 C CAC CAR 138-457e2.Ddf Max. size and DP's. Outer lite must be safety glass above 30 FL13010 R4 C CAC CAR 138-465e3.pdf ft. In HVHZ. Glass complies to ASTM E1300-04. FL13010 R4 C CAC CAR 138-534.pdf FL13010 R4 C CAC CAR 138-730e2.Ddf FL13010 R4 C CAC CAR 138-739e2.pdf Quality Assurance Contract Expiration Date 04/29/2018 Installation Instructions FL13010 R4 II CWS-159D(PW-8300. 72x76.IMP).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party:Yes Evaluation Reports FL13010 R4 AE DuPont PVB NOA 13-0129 27.pdf FL13010 R4 AE DuPont SGP NOA 11-0624 02.odf FL13010 R4 AE EvalRep CWS-159D(PW-8300. 72x76. IMP). df FL13010 R4 AE Ouanex(Mikron) NOA 12-1017 02.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an*/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 b 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 emalls prodded may be used for official communication with the licensee.However email addresses arepublic record.If you do not wish to supply a personal address,please protide the Department with an email address which can be made available to the public.To determine ifyou are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWU... 3/30/2017 S:NOTE PICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCGENERAL NOTE SHOWN HEREIN IS DESIGNED AND MANUFACTURED 00290D�` WINDOW SYSTEMSTO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 SW 44TH AVE. USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 W W W.0 W S.CC (y THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE EHVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS. �y" 371/4^ 8150 PVC MAX OVERALL 2.GLAZING OPTIONS:(SEE SHEET 3) PICTURE WINDOW FLANGE WIDTH 36' 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE IMPACT MAX UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 3113/16" 4.DESIGN PRESSURE RATING: �n GLASS DLONEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND o Ii GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o p _ INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 2 j w m I F I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR m O DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. v � I I s - > N Z 731/a^ B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w O MAX I I I REQUIRED. a 'L OVERALL I I I w Q FLANGE 7.ALL FRAMES ARE FULLY WELDED. ¢ U HEIGHT I I j Q I 8.SERIES/MODEL DESIGNATION PW-8150. I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ¢ Oz 72' I I 0=FIXED SASH. TF`"111111off" ' I O I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR „����`NT10R.UNT .M TGf�i� HEIGHT I I LOCATION. ���VPS•��O£ASF•.P��y I v: No 58201 '.-P 671 N't6- I I I B Lucas A.Turner �ofGLASS STATE OF .�4+- m DLO I ' 6 2015-04-11 p �„ I I c 15:22-04:00 I I D ,�''as,�lYA���:•`'� I ' I 4/11/2015 — —————— —J LUCAS A.TURNER,P.E. FL PE#58201 A A 1239 JABARA AVE. 6 NORTH PORT,FL 34286 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.......1 EMK 10/06/14 ARCHITECTURASECTION VIEWS L&GLAZING...............3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG k: REV.: EXTRUSIONS&B.O.M...........................4 CWS-1032 A ANCHOR SCHEDULE&NOTES............5 36 x 72 +/-60 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS.......................6 SHEET 1:15 1 OF6 WIND®W sysTctws 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.0 W S.CC / 8150 PVC / PICTURE WINDOW I IMPACT FULL ELLIPSE(OVAL) r 0 0 w m FULL CIRCLE z U Z TOMBSTONE TRAPEZOID m 0 a U) 7 N Z w W Q ir a a w CL U o m w Z 1/2 CIRCLE OCTAGON `. �O£N SF Nl'y v: No 58201 '1y �•a: :at NOTES: Ot STATE OF :411 zzz 1.SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. •���FS'-� R���'('y?�` 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. THRU FIN-WOOD OPENING. • 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 4/11/2015 RECTANGULAR WINDOW ON SHEET 1. 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E. MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5,WITH ANCHOR FL PE#58201 SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 1!4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: EMK 10/06/14 DWG#: REV.: CWS-1032 A SCALE: SHEET 1:1 20F6 WINDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 71 8150 PVC 10 PICTURE WINDOW 8 IMPACT ow r r 7 0 8 5 8 11 11896 � } C7cmW m SECTION VIEW B-B U Z 3 m O 7/8"OVERALL N Z W ¢ O 8 3/16"ANNEALED a d it 3/8"AIRSPACE < U co 5 /16"LAMINATED j LLI ,J�F 1/8"ANNEALED O .105 DUPONT PVB INTERLAYER Z 1/8"ANNEALED `tttttt{ ORE[M Jj INTERIOR ; v t N0 58201 '�f3 10 1 10 PURFECT GLAZE"H"OR SIKAFLEX 552 •a; '* :9; STATE OF :tui �S 11 11 1/2"GLASS SITE B �JiJ�ONA1-E�tt` 8 JJJIIIIII{t{t Q 0 4 4/11/2015 LIM 00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 7 0� Doc NOPHH941PORT, 38015 4288 SECTION VIEW A-A SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION VIEWS AND O GLAZING DETAIL DRAWN BY: DATE: EMK 10/06/14 1.1 DWG#: REV.: CWS-1032 A SCALE: SHEET 1.2 30F6 PARTS LIST FRAME CORNER CONSTRUCTION �y ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-6025 SASH STOP MIKRON PVC �a(911N1 UUCP 2 H-6048 SINGLE HUNG FIN FRAME MIKRON PVC 1900 SW SYSTEMSVE. 3 H-6049 SINGLE HUNG FLANGE FRAME HEAD MIKRON PVC OCALA, LTH AVE. OCALA,FLORIDA 34474 4 H-6049 SINGLE HUNG FLANGE FRAME SILL MIKRON PVC WWW.CWS.cC 5 H-6049 SINGLE HUNG FLANGE FRAME LEFT JAMB MIKRON PVC 6 H-6049 SINGLE HUNG FLANGE FRAME RIGHT JAMB MIKRON PVC CORNER WELD(ALLSIDES) 8150 PVC 7 P-3113 SCREW SUPPORT FOR PVC 8 P-3352 SETTING BLOCK 85 DUROMETER 1/8"x 5/8"x 2"LG. AMESBURY FOAM SCALE 1:8 PICTURE WINDOW 10 P-4648 SIKAFLEX552 OR HENKEL PURFECT GLAZE"H" SIKA/HENKEL IMPACT 11 S-6064 GLAZING BEAD(7/8"O.A.I.G.) FRANK LOWE RUBBER 12 GLASS SEE SHEET CARDINAL GLASS n o H LINE ITEMS NOT USED: 0 0 9 w m U Z m 0 v (n > w 31/6" a p Q 31/8"- ICL 2 < cl) U 3 4 5 6 1/16" 3/16" 1 5/16" Q Z 2 3/4" 3 9/16" 1/16" �o ```��rrttnu�tq�rr U O lie• „ 7/s" 1 `�,. P11DREly TLO,r 1/16" :" No 58201 •t�-P PVC FRAME,FLANGE-H-6049 PVC FRAME, FIN-H-6048 PVC GLAZING BEAD-S-6064 PVC FILLER,SASH STOP-S-6025 :,Qt STATE OF :�/'DC 1/2" I -� 3" -1 �L p 7 4/11/2015 A.SCREW SUPPORT-P-3113 LUCASFLPE#58201 P.E. 1239 JABARA AVE. NORTH PORT,FL 34286 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DATE: EMK 10/06/14 DWG#: REV.: CWS-1032 A SCALE: SHEET 1:1 40F6 0 WINDOW SYSTEMS 12"MAX O.C.(TYP.) 1900 SW 44TH AVE. 4"MAX(TYP.) 8"MAX O.C.(TYP.) OCALA,FLORIDA 34474 6"MAX(TYP.) FF IT WWW.CWS.CC SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 6"MAX(TYP.) r-------� r-------, 8150 PVC I I I I I I I PICTURE WINDOW I I I I IMPACT I I MAX O.C. I I I I (TYP.) I I INSTALLATION I I 20 O.C. I I ANCHOR(TYP.) I I o 0 MAX(TYP.) i O i I O I INSTALLATION } ANCHOR(TYP.) w m I I I I U Z I I I I LL o I I w I I I I cc LD I I I I WQ I !,'F I I � o L_______J .. Q 0 ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 11unnu" •••�••PTtOREty ••.•GpS.��csF L�Z•� No 53201 '�-P NOTES: OL STATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. S �• 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE ',,,�sa�ei%iri?•••• CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EMK 10/06/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dw�a: REV.: CWS-1032 A 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: ET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) SHE 1:1 5 E 6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SUBSTRATE BY OTHERS (cosgom.0 SEE TABLE 1 SEE TABLE 1 WINDOW SYSTEMSMIN.EDGE DIST. SUBSTRATE MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS SEE TABLE 1 -� 1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 IT W W W.CW S.CC MIN.EDGE DIST. SEE TABLE 1 PERIMETER SEALANT MIN.EMBEDMENT 8150 PVC INSIDE BY INSTALD OUTSIDE SEE TABLE 1 INSTALLATSEE TABLEI1 ANCHOR MIN.EMBEDMENT PICTURE WINDOW SEE TABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER 1/4"MAX SHIM PERIMETER SEALANT o LLj O n INSIDE AND OUTSIDE F- PERIMETER SEALANT L!� BY INSTALLER INSIDE AND OUTSIDE INSTALLATION ANCHOR ❑ BY INSTALLER SEE TABLE 1 Y g } SEALANT BEHIND SEALANT BEHIND w m FLANGE BY INSTALLER FIN BY INSTALLER cl) (—C1 HORIZONTAL SECTION v Z m O 6 TYPICAL FIN ANCHORAGELL g HORIZONTAL SECTION HEAD AND SILL SIMILAR FOR FIN INSTALLATION v 6 TYPICAL JAMB ANCHORAGE > INSTALLATION ANCHOR w O cc SEE TABLE 1 a a SEALANT UNDER SCREW w It HEAD BY INSTALLER C L) O w 7 ❑ SEALANT BEHIND 1/4"MAX SHIM Q 2 FLANGE BY INSTALLER O Ar PERIMETER SEALANT ,``� �pidOREI..r gGrk, MIN.EMBEDMENT P tC E.N '•.��Q i� PERIMETER SEALANT SEE TABLE 1 INSIDE AND OUTSIDE `��G �• F 'L INSIDE AND OUTSIDE BY INSTALLER k Na 59201 t.1y BYINSTALLER ' SUBSTRATE BY OTHERS �' '4r- SEE TABLE 1MIN.EDGE DIST. 0t� STATE OF :��' `r+ SEE TABLE 1 ��i���S C O R t O,N....r� VERTICAL SECTION �i�4S7..... 6 TYPICAL SILL ANCHORAGE ff1ilf % � zz. 4/11/2015 TABLE 1.APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" �D� HORIZONTAL SECTION NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"IfW TAPCON 1-3/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN.PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 10/06/14 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/6"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREADINSIDE AND OUTSIDE,FULL PERIMETER,BY INSTALLER. CWS-1032 A FLANGE 7/16" 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6