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HomeMy WebLinkAboutProduct Approval 1 i Florida Building Code Online SCIS Home Log In User Registration Hot Topics I Submit Surcharge ( 4Stats&Facts ( Publications ( FBC Staff BCIS Site Map Unks Search Florida cibwProduct Approval USER:Public User Zr..�.c..dKa.Et Product_Aporoval Menu>Application Detail � FL# FL11103-R3 RECEIVED Application Type Revision Code Version 2017 APR al 0 ���� Application Status Approved R 3 z$ Permitting FScie County, Comments s Archived 0 #3 l�5•� a;Y$ Product Manufacturer Custom Window Systems In . Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ex " kpine@cws.cc DV 5 �*7ARy. k Se aq Authorized Signature Kevin Pine kpine@cws.cc r Technical Representative Jay Lathrop Nfl Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 P� (352)368-6922 Ext 291 4� jlathrop@cws.cc ` a= Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 u amonteverde@cws.cc a: Category Exterior Doors SubcategoryAZ Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received r " 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 Validation Checklist- Hardcopy Received Certificate of Independence FL11103 R3 COI EvalReport298C. dmf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/LS.2/A440-05 2005 ASTM E1886-05 2005 https://foridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDemeO22TXmED%2fdomMIgZbLg%3d%3d[1/3/2018 1:09:56 PM] Florida Building Code Online ° ASTM E1996-05 2005 TAS 201/202/203 1994 ° Equivalence of Product Standards F. a Certified By Sections from the Code a Product Approval Method Method 1 Option D "% i Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 V­ W 01 :e FC.#. Model,Number or Name Description . . .,, - " = il " 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 F i 1 0'3 R3 II W -298 .Ddf 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 y Other: Large Missile, DP= +/-60 psf, Max. panel size 4'x 8'. FL11103 R3 AE EvalReport298C.pdf . � Config. include OXXO,OXO, OX,X0. Glass complies to ASTM Created by Independent Third Party:Yes E1300-04. r°r~V' 9 k MN WE a � KS Contact tis:,2601 Blair Stone Road Tallahassee FL 32399 Phone,850-487-IR24 .. The State of Florida is anemployer, AA/EEO Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement:;Refund Statement a .a Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., 3 1 please click here Product Approval Accepts- MW Ogg REM Credit Card � r Safe s https://floridabuilding.orgtpr/pr app_d.aspx?paratn=vGEVXQwtDgftaGslp3GvutOCRBKBPq%2fDcmeO22TXmED%2fdomMIgZbLg%3d%3d[1/3/2018 1:09:56 PM] 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 44`h 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"' 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#14-0916.11 t • Requires Quanex(Mikron) white rigid PVC framing per NOA#17-0206.1Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6°i 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. t``4��:tlliffr�j t�1� OREk., 58201 :fi . 7. r'33 STATS OF rte: 8/28/2017 tAl:`� 4 Lucas A. Turner, P.E. 0 F1+r"rJ's�©NA` �`� FL PE#58201 SLIDING GLASS DOOR - IMPACT GENERAL NOTES:1.1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO 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 191118" www.cws.cc 487/8 MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) MAX PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO","OXO',"XO',"OX' 8900 PVC --411314 4.DESIGN PRESSURES: SLIDING GLASS 96. GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT DLO - -1 TABLES ASTM E-1300-04e01/09. MAX -- -- -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT HEIGHT INFILTRATION TEST PRESSURE,AND GLASS TABLES Z Q ASTM E-1300-04e01/O9. g � <<Z06 93 1/2 B 86 318" X X O F- owo 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE Z z O Z o'r-z w PANEL DLO B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o F W Z lO�2 Ea HEIGHT WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z Z=m Q K w O O a b I B CALCULATIONS. L) 0 F U 0- a O PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT z O O U Uj Z I.- 6. U- If 6 REQUIRED. } Q LL W O=o Z �O ui 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY Q cy m co L)~Z A A WELDED. w 00�>Z)wv1w 6 LLU) 0�a)F 8.SERIES/MODEL DESIGNATION:SGD-8900. -F p a=�r 96" 0_ = Il ��a� MAX UNIT WIDTH MAX UNIT WIDTH 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: D- ~ 48 X=OPERABLE SASH,O=FIXED SASH. %llldill 48 7/8' MAX •����,ORE *���i MAX PANEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. ••• P�••'"" TG���. 5.'j ANEL WIDTH ,••GQ.;��GENS�•.Qn'.. 11.EXTERNAL WEEP SLOT=1/4 x 1'LOCATED 4'FROM BOTH ENDS.413/4" No 58201 41 GLASS GLAS GLASS 96" --DLO - -- MAX DLO MAX UNIT9% STATE OF i4U UNITHEIGHT HEIGHT 'ip"c�.'�(O A j qD itiJ 931MAX 2 D cLASs O O D MAz2 E O X E r�''S, OMAu�t`�•• PANELDLO PANEL HEIGHT HEIGHT b 86 3/8' GLASS a DLO C C 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 CONFIG. MAX. UNIT SIZE MAX. IMPACT RATING PANEL DESIGN PRESSURE ELEVATIONS GENERAL NOTES&ELEVATIONS.....................1 SIZE RATING DRAWN BY: DATE: SECTION VIEWS OXXO&GLAZING DETAIL.....2 XO 96"X 96" ADE 06/03/08 SECTION VIEWS OXO&XO................................3 DWG 9: REV EXTRUSIONS&B.O.M.........................................4 OXO 145-13/16"x 96" 8-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 c ANCHOR SCHEDULE&NOTES............................5 INSTALLATION DETAILS............................ ........6 OXXO 191-1/8"X 96" 1 1 1 $CA E: SHEET 1:33.33 1 OF 6 WIPI�� 5 18 26 47 3 21 0 8 16 33 1900 SW 44TH AVE. 11111111���////1111 OCALA,FLORIDA 34474 O WWW.CWS.CC LJ ❑ ❑ 8900 PVC ❑ ❑ SLIDING GLASS 6 a DOOR-IMPACT b ❑ a z azo ee �o W zoz ¢=zW o � zoz �__� Z FE za:m<wwpO .o O OFOVa=Fw 1 1 30 33 6 4 19 2 9 1 ZW�ZZf~..�y SECTION B-B a -?UU)zOuOU }� �Q�Q-0W2OFOz 17 r �pw>- 1 1"OVERALL Z UI w�0�U) 3/16'TEMPERED 0 w H O d=m=wu) UA til Rrr. 3/8"AIRSPACE d H O- O: D, 2 J!J 111 / } 4 7/16'LAMINATED GLASS 'l�yOREby"4ji� I 3/16'ANNEALED GLASS .�•C.P....». TG�� G'e��OENS •.P'� 5 tI 23 1--�Q .090 SENTRY GLASS TONOPLAST INTERLAYER No 58201 ' 8 3/16"ANNEALED GLASS 12 PAIR OF ANCHORS AT EACH CLIP. - LLQ ❑ SEE SHT 6 FOR SPACING 1g 33 ( o i���jisfONA llNQ�. L6 QUANEX DURASEAL IG SPACER 73 PURFECT GLAZE"H' SIKAFLEX 552 Ly 13116"GLASS BITE Tr, 13 30 9/22/2017 30 r 1 SECTION C-C 1 LUCAS A.TURNER,P.E. _J 4 FIXED PANEL ATTACHMENT FL E#58201 1239 ��r •1 I 3 NORTH PORT,FL 34288 14 NOTE: 4 PH.941-380-1574 3 I —? 10 INSTALLATION WITH NO SILL RISERALLOWED ONLY WHERE SHEET DESCRIPTION: WATER INFILTRATION RESISTANCE IS NOT REQUIRED. 14 SECTION VIEWS-OXXO AND GLAZING DETAIL 31 4 7 0 D DRAWN BY: DATE: 9 g ADE 06/03/08 3 15 DWG 9: REV.: 1:1.33 CWS-298 C SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET 1:2.63 2 OF 6 VWND.W SYSTEMS� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 33 16 8 0 1 3 13 7 4 6 18 25 o a93;-3;! 0 8900 PVC SLIDING GLASS ❑ El DOOR-IMPACT B a z cnwop In-1 o w o o F=1 eel W W.8202 o Q-w o �m z ZSOatrWpO 0 0 oro ax�� �a oo U UyF-ZaFWD_ Q Z0zudi7U6 1 2 9 35 34 19 4 6 30 1Z aNn ~~ SECTION D-D a z= - �O�m o w�� w=I>- x D Ow�a gO'REW 1 No 58201 25 18 26 24 7 33 3 1 0 k; * L o a 9Q; STATE OF ;�fr El ❑ a Q 8 a 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 1 1 30 33 6 za 1s 2 NORTH PORT,FL 34288 PH.941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS-OXO AND XO/OX DRAWN BY: 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 ITEM PART NO DESCRIPTION VENDOR MATERIAL PARTS LIST 515/16"� FRAME CONSTRUCTION 1 r-- QMME 1 H-6042 FRAME,MAIN,SGD MIKRON PVC 5/8' O 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 24 3 S-1722 SUPPORT BLOCK,FOLD,SGD KEYMARK ALUM 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGDMIKRON PVC 1 7/8' Q q 1/8" 211/16" OCALA,FLORIDA 34474 5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC ��(`�� r god 1/8" www.cws.cc 6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC LJL_._(L_.l IL__JI L 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON 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 1 7/8• FRAME CORNERS 11 P-3342 SEAM SEALER,SM-5504 SCHNEE 1 718"--y 1 7/8 SCREWED TOGETHER DOOR-IMPACT 12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X2" FRANK LOWE RUBBER 1'10 4 13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 6 VENT CONSTRUCTION Q Z ¢z O 14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 p w 0 w ❑ 15 P-3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC w z O Z w r Z to 16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9/16" 3 9/16" 3 9116" LL ~w z O� _ 17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 118" z z=2¢of w O 0 18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC o o co O v 0-P en a 19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 1/8' \ 0 Z- z F O a) P-3792 3/4"KEEPER _ AMESBURY SS 1/8 ¢ o(9::,0 U)z--55- 20 O (❑( F--,:EoL-Z 21 P-3793 MORTISE LOCK HS&DSS L` ¢3:O w-=O_ 22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL ¢ w u~i 0~z ui 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED w O 0 U)p w 0)w 1:10 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM a z=d w 0 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM O w F-0 w= X 26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 11/16" I a F- D- C� a 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2' 2" 21/16"- 28 1/16" �{ I 29 S-1737 HIGHRSECSILL,ALUMIASTRAGAL, MGAL,SGD KEYMARK ALUM 8 5 TI TE KEYMARK ALUM 1�5/8" I 9 ���,5�r'......30 S-6037 GLAZJNG BEAD 1.00",SGD MIKRON PVC I 3 :J" it 31 S-6041 TRACK,SCREEN,SGD MIKRON PTC- 2 I 26 �GP�•��CENSF.�pI��� ,3n6" ��+t No 58201 t?1 32 S-6046 SUPPORTWELD,SGD MIKRON PVC 33/16' 1/16' 31/16" 25/8• 115116" 33 GLASS(SEE SHEET2) 1/16" O: :ate 1!8' 9 t STATE OF "417 34 H-6044 SCREEN CHANNEL MIKRON PVC Loo 1/e" 1/16" Q•. �V�35 S-6045 SCREEENADAPTOR MIKRON PVC �0 '37 S1764 SILL THRESOLD COVER(8 00) KE'DUST PLUG YMARK ALUM FAB r,,�I'ro ,pt 38 P-4366 WSTP.,1"X7.1"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 11116" 2- 40 P-4479 WEEP HOLE COVER SULLIVAN PVC 21/6° 3/4" 37 1/16" 32 AZ ,,,6' ,314 3318 5/8" tB I ' ,3/16" 9/22/2017 1/2' 35 27 " ——— 9 28 3/4� 1116^ ROLLER TRACK-1930 L I 1/16" ___ LUCAS A. TU# }— RNER,P.E. 58201 SILL THRESH COVER-1764 1239 JABARA AVE. PVC SCREEN ADAPTOR-6045 NORTH PORT,FL VE. PVC WELD SUPPORT-6046 NORTH P -T,FL 74 34288 7/8" 2 1!'16 SHEET DESCRIPTION: 2 3/16' 51/16'CSO �� 43/8' 118" 7116' � 5/8" 1,/z• 34 2 1 118 3 30 s/ts° BOM AND EXTRUSIONS 1 1/4' L1/16" 1/16" 11/8• 1116" 31 DRAWN BY: DATE: 1/8' FIXED PNL SUPPORT-1722 1/16' ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG#: REV.: CWS-298 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE: PVC ASTRAGAL-6043 REINF.-1726 SHEET 1:2 4 OF 6 8. 6"MAX.--{ lZ MAX O.C. I 4"(TYp) I WINDOW SYSTEMS Ill\_;+✓/ (TYP) (TYP) 1900 SW 44TH AVE. OCALA,FLORIDA 34474WW W .CW S.CC 6"MAX. (TYP) 18•MAX.O.C. 8900 PVC cnp) SLIDING GLASS DOOR-IMPACT az ¢z3: z wWo ¢ w W8 w zOz ML?, I o F-w�z�3gx z z=R¢D'wp0 O OcnpO9X,'.E o z '0�zF-Dw z OU` 0u DU— I 6 F42wg?tZ Y ��¢OF�Fz C6 z— ~ 00>-MW(nW W f/7W0 J o_ wrw w�wU) a � a v No 58201 •1 f 1 I I �•D' �- 9; STATE OF ANCHOR LAYOUT r�'� •• 1 O R 1 OP'\�` NOTES: r4jSSa+..... 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 NOTALLOWED. y 3.ANCHOR TYPE SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/2`2/2017 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#RNER 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 DESCRIPTION: 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: GATE: 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 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: 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 1OD(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAlWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS). SCALE: SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE cmmffl 2 7/16'MIN. MIN.EDGE DIST. 1/4'MAX SHIM SEE TABLE 1 NTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 W W W.CW S.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 ULI 8900 PVC Q [�q-� SLIDING GLASS PERIMETER SEALANT V4"MAX SHIM BYINSTALLER a ❑ DOOR-IMPACT INSIDE AND OUT IhJ I"I 27!16"MIN. U Q z QZ� N Ow0 Qwrp00 INTERIOR w Z R O z O _-3:m FF--- INSTALLATION ANCHOR 0 co }O 0' SEE TABLE 1 o u- F-W z FB:g= MIN.EDGE DIST. Z z= Q w w 0 0 SEALANT BETWEEN SEE TABLE 1 U 0 u)F-Z 0-F-U)O. SILL RISER AND FRAME JJJ Z 001 Z F-U U) Q BY INSTALLER Q I-Z LL�ZO O LL Z PERIMETER } ¢�Q w-=O- Q O ( INSIDE AND OUT BY INSTALLER Q }}F'~~Z Uj PERIMETER SEALANT O� f�EQ SUBSTRATE BY OTHERS W 0 0 w} O BY INSTALLER U SEE TABLE 1 F`cn w en p w U)w INSIDE AND OUT ?-p, DO NOT COVER 00 w H 0 d=59>_ WEEP HOLES Lo_1 HORIZONTAL SECTION = a w�w v1 MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE SEE TABLE 1 SUBSTRATSEE TABLEE BY OTHERS otlittotolINSTALLATION ANCHOR ♦♦♦i�%gQ OREW�J'- SEE TABLE 1 ♦ $ G r TWO ANCHORS PER *GP:•�.�O BNSFt;p2ri SEALANT UNDER SCREW 2 7/16" MIN.EDGE DIST. FIXED CLIP THROUGH No 58201 PRE-DRILLED HOLES HEAD BY INSTALLER MIN. SEE TABLE 1 * * t LA 1/4"MAX.SHIM'VERTICAL SECTION STATE OF .W� 6 TYPICAL SILL ANCHORAGE FIXED PANEL O ,<V MIN.EMBEDMENT rr�"OF'PC Og1pP•'��'y♦� SEE TABLE 1 +,QbNA, © ol TABLE 1:APPROVED INSTALLATION FASTENERS ro FIXED PANEL SUBSTRATE TYPE ANCHOR TYPE MI . MBEDMENT MIN.EDGE DIST. 12" EDGE DIST. '� SEE TABLE 1 CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 3" y� CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-314" 1" HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITN TAPCON 1" 3" 17 ❑ 9/22/2017 HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 7X8 MAX.O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1318" 1" FL PE#58201 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 1" 1239 JABARA AVE.NORTH PORT,FL 34288 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP RT PORT,FL 34 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" CLIP ANCHORS MUST 74 BE LOCATED A MINIMUM 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 MIN.) DRILLING SCREW THRU 0.125" 7116" FROM ANY MAIN FRAME GENERAL NOTES AND FIXED PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3/16"ITW TAPCON 1" 3" INSTALLATION L 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: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG 0: REV.: CONCRETE(2.85 K51 MIN,)OR 3116"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