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HomeMy WebLinkAboutProduct Approval (3) 1/4/2018 -Florida48uilding Code Online r n a _.:__ ;. . „�c. 4 o .' .- �: is•' a _ s N BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications 'I FBC Staff I, BCIS Site Map'I Links I Search Florida Y z �Product Approval ��y�rr 8 lGr'1 I USER:Public User BP.Mz'iaOaF.'�.¢k�T Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL11103-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Q Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner 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 ZO Validation Checklist-Hardcopy Received Certificate of Independence FL11103 R3 COI EvalReport298C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 TAS 201/202/203 1994 Equivalence of Product Standards Certified By https:/Avww.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsip3GvutOCRBKBPq%2fDemeO22TXmED%2fdomMIgZbLg%3d%3d 1/2 1/4/2018 ,FloridaSuilding Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11103 R3 II CWS-298C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,DP= +/-60 psf, Max. panel size 4'x 8'. FL11103 R3 AE Evallkenor1:298C.p1 Config. include OXXO,OXO,OX,XO. Glass complies to ASTM Created by Independent Third Party:Yes E1300-04. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement 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 emalls 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: © eOhecF Credit�ard' :Safe� https:/twww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsip3GvutOCRBKBPqg/o2fDemeO22TXmEDg/`2fdomMIgZbLg*/o3d`/o3d 2/2 � 11 i f fr I URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298C August 28,2017 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8'nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-298C, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3956-1 and-lA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2008, and ASTM E 1886/1996 2005 4) Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-298C. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2"panel sizes(96"max. door height),with glass types and max. glass daylight sizes as shown in CWS-298C • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA#14-0916.11t • Requires Quanex(Mikron) white rigid PVC framing per NOA#17-0206.1 Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ��1�►� ORS K, o 0v;SLG JJ + i Lucas .4 NO 58201 Turner :*; 2017-08-30 '13STATE of 4u�.` 8/28/2017 16:05+20:00 Lucas A. Turner P.E. FL PE#58201 GENERAL NOTES: SLIDING GLASS DOOR - I M PACT1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WlNpoyyeg-Erys• COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 191 1/8' W W W.CW S.CC 48 7/8" MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"000","OXO",'XO','OX" 8900 PVC 41 3/4• 4.DESIGN PRESSURES: SLIDING GLASS GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT 96" TABLES ASTM E-1300-04e01109. MAX __DLO __ _ _i -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT HEIGHT INFILTRATION TEST PRESSURE,AND GLASS TABLES Z � ¢Z ASTM E-1300.04e01/09. F O W O U)WF o 0 93112• 86 3/8"O X X O 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE W Z O Z w F Z C MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL 0 ¢U)3 z O w 3 m PANEL DLO FLU F-��_ HEIGHT WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z Z 2 m¢x w O O a p B CALCULATIONS. U v Or z a p to a C 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Z O O-3 Z�U- e REQUIRED. } a LLW 0=o Z m30F-f-�Z 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY FQ- w }j O 6 LL A WELDED. w w a w co Iw- W U)W co 8.SERIES/MODEL DESIGNATION:SGD-8900. a0 w FEE 0 w=; 14513/16' MAX UNITWIDTH 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: D Lu 96' F_ a �'a MAXUNITWIDTH X=OPERABLE SASH,O=FIXED SASH. �uuni 48 7/8' 48 7/8" ORE PANEL WIDTH PANEL WIDTHJ 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. ��GQ�?,P..........?'c' 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. Ji�' No 58201 •:�� GLASS GLASSSS 96" :98" _-DLO MAX _ DLO OF w MAX UNIT iOT•.,F •�� " HEIGHT UNIT HEIGHT ii�,�S O P 41 i��gS�ONA 931/2 86 3/8.O X O 931/2' ;�� MAX D GLASS D MAX E O X E PANEL DLO PANEL i LucasTurne HEIGHT HEIGHT GLASS < r DLo 2017-09-22 z C C 12:26-04:00 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN 8Y: DATE: GENERAL NOTES&ELEVATIONS.....................1 SECTION VIEWS 0)0(0ADE 06/03/08 O&GLAZING DETAIL.....2 XO 96"X 96" DWG#: REV.: SECTION VIEWS OXO&XO................................3 EXTRUSIONS&B.O.M.........................................4 OXO 145-13/16"x 96" C48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 c ANCHOR SCHEDULE&NOTES............................5 „ SCALE: INSTALLATION DETAILS.....................................6 0)0(0 191-1/8 X 96„ SHEET 1:33.33 1 OF 6 on- WINDOW SYSTEMS 5 18 6 4 7 3 1 0 6 16 33 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC � a � a � ❑ ❑ 8900 PVC ❑ ❑ SLIDING GLASS ❑ a 8 aA DOOR-IMPACT ❑� o o o o F I Hl I ❑b � ? � azo I= ow0 awoo w zoz r=zw 0 1a-W32 oI-- an O U UyF- a�.aa 1 1 30 33 6 4 19 2 9 1 z ZO jZZjUy SECTION B-B a ��LLwOOwZ a30E- ~O- z 1 1'OVERALL W OLLowmW --I�� 11q 3/16°TEMPERED a =a O } L D. O w1-It W=w� • „� frr 3/8"AIRSPACE a F- D- 0_�'a 2 J!J 11ti ¶ (� 7/16°LAMINATED GLASS µtw.eq"' 3/16°ANNEALED GLASS �J P�:,,.......... CS•cREw„''P �i 4 �� P,...... . ` ILS I .090 SENTRY GLASS IONOPLAST INTERLAYE J' ' Sv No 58201 •.1�S 3116'ANNEALED GLASS -'t; * '., 8 n 1 ❑ PAIR OF CHOIRS AT EACH CLIP. o• ;at El7 SEE SHT FOR SPACING 13'. STATE OF :*W 33 QUANEXDURASEAL n 13 IG SPACER PURFECT GLAZE°H” lul SIKAFLEX 552 �a 13/16°GLASS BRE 3D 9/22/2017 30 r u fr1 t3 SECTION C-C 1 LUCAS A.TURNER,P.E. FDCED PANEL ATTACHMENT FL PE#58201 1239 JABARA AVE. f�' 3 NORTH PORT,FL 34288 4 PH.941-380-1574 37 4 ) 14 NOTE: SHEET DESCRIPTION:— 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE R WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO y 1 14 AND GLAZING DETAIL 31 7 _A� DRAWN 8Y: DATE: 1 0 9 ADE 06/03/08 15 4F DWG REV.: 3 1:1.33 CWS-298 C SE1111415BLOCKS PER FBC 2411.3.3.1 SCALE` SHEET 1:2.63 2 OF 6 �(S( �mW WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.Cws.CC 33 16 8 0 1 3 13 7 4 6 18 5 8900 PVC �r� � b o � SLIDING GLASS ❑ ❑ DOOR-IMPACT ❑F� � F� ❑ ❑ o t= 6a ❑ ZQZ� O Z @--,s Q O W q QZ°3 o�Zm a I e ti Fw ZF-it�= [❑Qo �a O6H'Q WOO ❑� oa vo 0 0 0mF—�—Z 2a-F'ma oQ 0 o = a� Q 0 Z0ZOLL0 1 2 9 35 34 19 4 6 1 Q � U 30 ~ (A W O`-�N�W(nW SECTION D-D Da- z=a w Jo m� _ O WW P0w =w� a F- D. a�'a ,Agtuuggr ,`,may PpMREW Trir 8 6 S—• No 58201 5 1 4 7 33 3 13 STATE OF IE Q ❑�_ � _ ❑ 9/22/2017 a❑ LUCAS A.TURNER,P.E. LS FL PE#58201 1239 JABARA AVE. 1 t2 30 33 6 4 19 2 NORTH PORT,FL 34288 PH.941-380-1574 SECTION E-E SHEET DESCRPTION: SECTION VIEWS-OXO AND XO/OX DRAWNBY: DATE: NOTES; ADE 06/03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG#: REV.: 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C SCALE: SHEET 1:2.63 3 OF 6 PARTS LIST 515/16' -{ FRAME CONSTRUCTION ITEM PART NO.DESCRIPTION VENDOR MATERIAL 1 H-6042 FRAME,MAW,SGD MICRON PVC 1 518" �(S�l • 2 S-6040 THRESHOLDIFILLER, SGD MIKRON PVC Ion WINDOW SYSTEMS 3 S-1722 SUPPORT BLOCK,FOXED,SGD KEYMARK ALUM Q 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 7/8' 211/16" OCALA,FLORIDA 34474 1/6" 11g" W W W.CW S.CC 5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC I �� E=rf:l�E❑(--�?� 6 H-6033 PANEL,INTERLOCK,FUa:D MIKRON PVC L LIUL_J LJ L 7 H-6060 PANEL,INTERLOCK,OPERABLE MICRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC 9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS 10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 17/8"— 1 7/8•—�{ 1 7/8"— SCREWED FRAME CTOR TOGETHER DOOR-IMPACT 11 P-3342 SEAM SEALER,SM-5504 SCHNEE I I 1:10 12 P-3039 SET.BLOCK,85 DUR.1/8°X7/8"X2" FRANK LOWE RUBBER 13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 4 6 VENT CONSTRUCTION Z 3 w O 14 P-3429 WSTP.,0.270 X.187,BACK FWSEAL ULTRAFAB 7 5 F ❑w O ❑ 15 P-3539 #8 X3/4°QUAD PHILIPS,TEK FASTENAL ZINC w z O Z o:r_Z w co 16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9/16" 3 9/16" 3 9116• o F-w 3 z OF 3r 3 17 P-3752 CAP PLUG,1/2'HOLE M&M NYLON 1/8' O O F O a¢w O 0 18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC c1 U w F Z EL�w a 20 P-3792 3/419 P-3789 CKEEPER LE KR,PVC,SGD AMESBURY AMESBURY MESBURY STEEL S ,/8• 1/e" ¢ z U w Z 0 LL U 21 P-3793 MORTISE LOCK HS&D SS > ¢3¢0 w—LLM-F O i 22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED W 00 >> 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM IL /n❑w w w 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1'10 (L Z=wa Oco F­ �JO 25 P-4295 FRED PANEL CLIP KEYMARK ALUM O w~x W= v>i 26 S-1597 COVER FDXED PANEL CLIP KEYMARK ALUM 1/2, 11/16' F� a a � a 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 2° 21/16• 028 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 5/8. �0NO:ZE11f0e r34 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM 8 5 T 9 ���P'�pENS•TGQ��i� S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC I 41S-6041 TRACK,SCREEN,SGD MICRON PVC 213/16° :�; No 58201S-6046 SUPPORT WELD,SGD MIKRON PVC 3 3/16" 1/16" 31/16' 2 5/8' 1 15/16'GLASS(SEESHEET2) 1/8" 1/16"H-6044 SCREEN CHANNEL MIKRON PVC 1B° 1/16° O STATE pFS-6045 SCREEEN ADAPTOR MIKRON PVC LDFAB I ��y�0`�:1 p at N 37 S1764 SILL THRESHOLD COVER(8900) KEYYMARK ALUM— 38 38 P-4366 W STP.,1°X 7.1"X0.7"DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 39 P-3302 WSTP.,0.330"X0.187"BACK FIN ULTRAFAB " 2. 40 P-4479 WEEP HOLE COVER SULLIVAN PVC 2,/8° 314" T-1,11, F 3318• 1ft��211116 9/22/2017 5/8° 1/2° 3513/113/4"� � ——— 3/4° 1/16• ROLLER TRACK-1930 1/16° LUCAS A.TURNER,P.E. IL 9 8 L — —— FL PE#58201 SILL THRESH COVER-1764 1239 JABARA AVE. PVC SCREEN ADAPTOR-6045 PVC WELD SUPPORT-6046 NORTH PORT,FL 34288 7/8° 21/16° PH.941-380-1574 2 3/16" SHEET DESCRIPTION: 5 1/16'DO 4 3/8• 1/8" 7/16" 5/8" 34 2 1 1/6 3 30 BOM AND EXTRUSIONS 1 1/2" 9116° Fc 1 1/4" 11/8, 31 DRAWN SY: DATE: 1/16" 1116' 1116° 1/e° PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FOXED PNL SUPPORT-1722 PVC SCREEN TRACCKK-6041 DWG#DE 06/03/08 RE ooG�oo CWS-298 C PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 sc-E: SHEET 1:2 40F6 a°(Typ) a0gam-al 6°MAX.�{ -{-]2"MAX O.C. I q•m p) I WINDOW SYSTEMS (TYP) I I I (lYP) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 -- WWW.CWS.CC app) 8900 PVC 1a•MAX O.C. (TYP) SLIDING GLASS DOOR-IMPACT z �: <Z0 W W w zoz W-?C Z z=2 XWOO U OU�-OFVa=Ifa Q OUB I <30W -=0Z QQNn Z W 92 u- wowww ZU1W OJfAH Oa. uj o_ F- a w�'a I �G .......... C E N.. SFa'Q��G 411y �t No 58201 I I I O? STATE OF S � ANCHOR LAYOUT ����(�"F�O R 1 Q✓'��a��, NOTES: ,i��sS�#oNAis t�����` 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D 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. 7 r 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 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 BE LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#58201 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 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 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. INSTALLATIONS SHEET DESCRPTION: TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.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. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS). SCALE: SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE 2 7/16"MIN. MIN.EDGE DIST. 1/4"MAX.SHIM _--"�� • SEE TABLE 1 WINDOW SYSTEMS INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 WWW.CWS.CC SUBSTRATE BY OTHERS SEE TABLE EMBEDMENT—1 1 � SEE TABLE 1 8900 PVC ALANT R�� 4 p SLIDING PERIMETER SEGLASS BY NSTALLER o �1/4'MAX.SHIM DOOR-IMPACT INSIDE AND OUT o 2 7/16"MIN. ¢Z0 F- ❑wO OwOw�� INTERIOR ❑ ¢co❑ w z0? D=— INSTALLATION ANCHOR LL H w 3 Z�3 N_ SEE TABLE 1 o Z Z2 M¢X W O MIN.EDGE DIST. O O F-O Ej¢=F Q: SEE TABLE 1 0 UyF-za-Pcaa. SEALANT BETWEEN ❑ Z 0 U Z 5 O W SILL RISER AND FRAME Z 00n(OJ CO O U_ Q BY INSTALLER } Q 3 LLW O=0 Z PERIMETER SEALANT BY INSTALLER Q 2 Q O U Z c6 Q INSIDE AND OUT 9 O❑ }O O PERIMETER SEALANT SUBSTRATE BY OTHERS W LL U)❑W W W BY INSTALLER SEE TABLE 1 d Z=a x O—� INSIDE AND OUT W O U H DO NOT COVER B HORIZONTAL SECTION _~w w 3 w WEEP HOLES a F- a a MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE SEE TABLE 1 �SEE TABLE1SUBSTRATE BYOTHERS INSTALLATION ANCHOR V, TWOSEE TABLE 1 TWO ANCHORS PER �GPy•�\C£NSF'pri SEALANT UNDER SCREW 27/16' MIN.EDGE DIST. FREED CLIP THROUGH No 58201 PREDRILLED HOLES EAD BY INSTALLER SEE TABLE 1 A VERTICAL SECTION 1/4'MAX SHIM :%13%L STATE OF E11 } 6 TYPICAL SILL ANCHORAGE FIXED PANEL �,� MIN.EMBEDMENT �i�F .[OR 10..��\`�� SEE TABLE 1 i�S,BONA i��,`�� TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL SU ANCHOR TYPE MIN. T. 12° EDGE DIST El SEE TABLE 1 CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1" 3' Z� CO 3/16'ELCO ULTRACON ❑ HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAP CON 1" 3" 9/22/2017 17 7la' HOLLOW OR GROUT-FILLED CMU(ASTM C•90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" MAX.O.C. LUCAS A.TURNER,P.E. 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1' FL PE#68201 2XMW.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1" a 1239 PORT,JABARFL 34 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,-1 34288 7/16" CLIP ANCHORS MUST PH.941-380-1574 (33 KSI YIELD MIN) TEKS SELF-DRR.LING SCREW THRU 0.060" BE LOCATED A MINIMUM oo SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY 1/8"STEEL(33 KSI MW.) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND ANCHOR. ELEVATIONS FIXED PANEL CLIP ANCHORS INTO: CONCRETE(2.0 KSI MIN.)OR 3/16"ITW TAPCON V 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) C HORIZONTAL SECTION ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: FREED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG#: REV.: CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 C HOLLOW OR GROUT-FILLED CMU(ASTM C•90 SCALE: SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6