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HomeMy WebLinkAboutProduct Approval-Exterior doors 1 Florida Building Code Online 4141 zA =Mk r ." 1�,xPr i4 m ,a , n,ib�r v.. ri t`�°g ;. 44a;;: :,*,� ,L,-. ° sffi y1 }5 a 3 2 f t.* 3 *4i' .;:J;v �; F �„ g° p +bq;> -�.. •" ,q. 1... �4..I A� .. r Y 40.5 ;r`+s 9 Eat a- `."^` � ' �iE 4 1_, -, a ,1�. M"°d ys�� :. ,� .tq,ro`�3 Q �� 'w..' �e � �?qz "M4 5 s v�q ��' �P� � v"1 ',�'..�«��`� '� R �r� iv � "��S i b,i -",4T°411: ...:. i. `" ,1's5-.A .. .ass.. ' .. ..3 1)4) k: 4>s� „^,, 4,r.4r. - „ ` ,:t r`�„,-.,o.„ BCIS Home ( Log In User Registration I Hot Topics i Submit Surcharge i Stats&Facts i Publications ( FBC Staff BCIS Site Map Links ,i Search i r Florida ``` ,, it Product Approval £,1 .USER:Public User i-14.21h;.�tuA.''wt • Product Aooroval Menu>Application Detail , ,A'td FL# FL11103 R3 KsM ( a '."-- $ ° ` Application Type Revision -44', 4 ' Code Version 2017 A, , Application Status Approved d tty.Y'. �, Comments 11 ▪ ,fie Archived 0 11 -.4!!4".--.4„!"--,44.044444.4,. ���s rte+ ° .4 , Product Manufacturer az Custom Window Systems In . 'I .; t .� 0 41`, Address/Phone/Email 0 1900 SW 44th Avenue 4'. Ocala, FL 34474 C.) (352)368-6922 Ext 245 kpine@cws.cc 5 r 4 d - . Authorized Signature r4: Kevin Pine ;lief� 9 44. r ;1' r:,144 kpine@cws.cc ▪ Technical Representative Jay Lathrop s �`: Address/Phone/Email 1900 SW 44th Ave 173 Ocala, FL 34474 C (352) 368-6922 Ext 291 jlathrop@cws.cc -494"=.1" a * r _ Quality Assurance Representati){ea Arturo Monteverde a r-,° Address/Phone/Email 1900 SW 44th Ave ,of." „+ ,• Ocala, FL 34474 44 f : f (352)368-6922 Ext 221 ▪ s- � " amonteverde@cws.cc X144 1<1 ,;45'.„...f1-4-,..1:1, Category Exterior Doors -. Subcategory Sliding Exterior Door Assemblies It, 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 the Lucas A.Turner ,, 4444,44K ) Evaluation Report 1 R" Florida License PE-58201 ��*u e a r sir Quality Assurance Entity Keystone Certifications, Inc. , a Quality Assurance Contract Expiration Date 07/21/2020 r"' �▪ � ", Validated By Steven M. Urich, PE ', '1-4:7,4141:14,44.-d,4T„ ❑� Validation Checklist-Hardcopy Received Certificate of Independence FL11103 R3 COI EvalReport298C.pdf inti -&-,JReferenced Standard and Year(of Standard) Standard Year z AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 i I haps://floridabuilding.org/pr/pr_app_dtl.aspx7paramwGEVXQwtDquaGsip3GvutOCRBKBPq%21Deme022TXn ED%2fdomMlgZbLehad%3d[1/3/2018 1:09:56 PM] 1 'I i 11 • iit Florida Building Code Online II '1"7„:-.7"!:4ASTM E1996-05 2005 t TAS 201/202/203 11994 k IIg z ��� . Equivalence of Product Standards ;I Certified By �� til w Sections from the Code ' 4 ?:,$• ;".4:74 rez.44 x + `t. 11 Vii` .,', Product Approval Method Method 1 Option D .4-- • '', Date Submitted • 09/28/2017 ID:SDate Validated 09/29/2017 �� . f, i1 Date Pending FBC Approval 10/02/2017 • -- e • i Date Approved 12/12/2017 ^a 5 Description } FL# Model, PVC Sliding Glass Number or Name' '11103.1 SGD-8900 Door. SGD-8900 PVC Sliding Glass Door. • , it lej-:tt `q x s3^ Pay , Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11103 R3 II CWS-298Cpdf -4,4„.-„ ,',-,- ;rApproved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes -A,,, fi 1 , Design Pressure: +60/-60 Evaluation Reports :tr Y Other: Large Missile, DP= +/-60 psf, Max. panel size 4'x 8'. FL11103 R3 AE EvalReport298C.odf 3 '`-4 f ..-va �, x ���,� s � Config. include OXXO,OXO, OX,XO. Glass complies to ASTM Created by Independent Third Party:Yes E1300-04. `""r% iii fir' � r e =I i" � Contact Us••2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 .A:., , a ,1 The State of Florida is an AA/EE0 employer Coovriaht 2007-2013 State of Florida.••Privacy Statement••Accessibility Statement••Refund Statement V a ,, Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic ,.; ,2, , ,'ei ,, 1° mall 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 _-_,,,',;;'',;°.2.X',.; , 4..,, 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 offldal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal g tim # ?,', 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., 44`;-‘4,..4.1'''4,4c,',1:-r , { S please click here. '''41:',; -,,,,:41.,: *.4 '�' Product Approval Accepts: ,, erg; V4 g' yra,_... eCtiesk • e ._ 11„iiVIA Credit Card . ;: '` Safe 11 , a,'° ,e i .'SecuritMETRIGS' i i I hugs://floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2EDeme022TXinED%2fdomMlgZbLg%3d%3d[I/3/2018 1:09:56 PM] URNURNER1239 Jabara Ave. ER North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, 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 61G20-3.005 (4). This product complies with the requirements of the 6` 'i 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-1A, 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/WDMAJCSA 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#17-0206.101 .I t I have evaluated the materials in these NOAs and find that they comply with the requirements of the ,I 6,h 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. 11 ..sisill 11rr ‘40 Ke ter` 58201 ,. = 2-2- 1:13 V1/r STATE OF ;' : 8/28/2017 0*--'•«�� 01,.. .�' Lucas A. Turner, P.E. �' "''Q • `� t' FL PE#58201 "ell ION GENERAL NOTES: (f// 7 //}) 3�. —. SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINOWYS� -- COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND ����SYSTEMS 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 191 118' W W W.CWS.CC 48 7/8" MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) PANEL WIDTH TA 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" 8900 PVC 14.DESIGN PRESSURES: SLIDING GLASS 1 41 3/4 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT 96. GLASS I TABLES ASTM E-1300-04e01/09. MAX __GLASS -- - - _ _ I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES w HEIGHT 0 X X 0 ASTM E-1300-04e01/09. Z 0 J o Q w O w 93 1/2" 86 3/8" y 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE W z O Z_ Z MAX B GLASS Yg1� B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL w--Z O 2 m PANEL DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z z z ¢D:w o 0 HEIGHT a C> Q CALCULATIONS. 0 O u~i 0 V a x t a I I Q 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Z O z U co Z D 0 m 1 0 REQUIRED. Y Q �W O 2 O Z 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY < C U F-z 2 8 A-•• WELDED. w Z-WaiOwwww- cn 8.SERIES/MODEL DESIGNATION:SGD-8900. a O wF=-X I eC wOwu) 145 13/16" MAX UNIT WIDTH 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:96* o ~ a o MAX UNIT WIDTH 48 X=OPERABLE SASH,O=FIXED SASH. ���.�1 1��rr.. 487/8" MAX ,�.``A�fOREW T.,. , MAX PANEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. '`� 6"• y`C.................' ANEL WIDTH I - - ` 11.EXTERNAL WEEP SLOT=1/4 x 1'LOCATED 4"FROM BOTH ENDS. v.'""No 56201 •••-P I111-__G,..As D O II III 413/4"� - GLASS -*" * ''t 96" 96- — —- MAX __ DLO _ __ ��0�. STATE OF : U= MAX 'll UNIT UNIT HEIGHT HEIGHT %i�FS,'�c�O R 10P'©�2`C ��iiS�ON1��.`� MAX2" D 86GL38'SS 0 .I 0 D sM1/2'AX E O X E �rrr�a,r,uo. PANEL DLO PANEL HEIGHT II HEIGHTti GLASS y DLOIL� CIC + , 9/22/2017 I "\ 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 DRAWN BY:CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING GENERAL NOTES&ELEVATIONS 1 ADE 06/03/08 SECTION VIEWS OXXO&GLAZING DETAIL 2 XO 96"x 96" � SECTION VIEWS OXO&XO 3 DWG#: REV.: EXTRUSIONS&B.O.M 4 OXO 145-13/16"x 96" 47I8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 C ANCHOR SCHEDULE&NOTES 5 SCALE: INSTALLATION DETAILS 6 OXXO 191-1/8"x 96" - SHEET 1:33.33 1 OF 6 _ __ ____ 0,,,,2zDfltl'!w - WINDOW SYSTEMS ® 0 iD 0 0 S�®S Q�i 0 0� 33 1900 SW 44TH AVE. -'-- --- OCALA,FLORIDA 34474 it' ��cT�—��� - - if WWW.CWS.CC ❑■ C it iI� F] - n �,�--� ���� \ P- �❑ SLIDING GLASS _:—._ 7 � 0 um -- — o _� 0 DOOR-IMPACT F - - ijH.000011111 1.1_ � L 1�- i■ ■ �� / -�ill z w_io aWc'w l� !, z z=�airWOQ 0 ol-ocia=rct O i1?m ® O el m © O O o z`��zzl.--7� SECTION B-B 4 oz0�00LLz 17 DO 1'OVERALL W 0 0 ce cd,3/1 0 W m K z-a O-1rnl- O "621=10.1.011.01,1:31811 ^ a �q 3/16'TEMPERED re w)-0 d L} B�JL--OJ W 2�W IF ,ll rrr 3/6"AIRSPACE a I- a D: D. ® JIJ `- • 7/16'LAMINATED GLASS ,,pH��.1.1.q.... ( . rIOREW i� } ® 3116'ANNEALED GLASS ..<5 A°.0 ..."r.{Q�i� - .090 SENTRY GLASS TONOPLAST INTERLAYER .i"J "•~` S •••�o,. @ 11--v�Q . No 58201 '-P ``��'� Ll • ,i). 3/16'ANNEALED GLASS :*: * :*It � I 4� 12 ❑ PAIR OF ANCHORS AT EACH CLIP. y 7.1)1 STATE OF ."� La 11-0 — 4�j SEE SHT 6 FOR SPACING --110 • O "`� :t 33 QUANEX DURASEAL IG SPACER y ®PURFECT GLAZE°H' _ i_� � SIKAFLEX 552 .�, ! I,1 13116"GLASS BITE ��3 "-'� Oil 9/22/2017 1 - r" r�0 � ® SECTION C-C '® '–� LUCAS A.TURNER,P.E. � . FIXED PANEL ATTACHMENT FL PE#58201 0,----p - moo 1239 JABARA AVE. rt 1I . NORTH PORT,FL 34288 I I I I m 0 PH.941-380-1574 II NOTE: • I4 J In:_ ` SHEET DESCRIPTION: �—-° I 1 ..--.JI- �i INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE � SECTION VIEWS-OXXO I WATER INFILTRATION RESISTANCE IS NOT REQUIRED. ill IM1 I �J lal GSC I AND GLAZING DETAIL hl ® .•4--� —.._ `t' DRAWN BY: DATE: O WMMIE�0El �• 7 I� E ADE 06/03/08 0 0 J11JJJ DWG 6: REV.: 1:1.33 CWS-298 C 'SETTING BLOCKS PER FBC 2411.3.3.11 SCALE: SHEET 1:2.63 2 OF 6 Cogswad 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC ® m � 0 90 egg" I 0 0 Gm G �_ ' 8900 PVC C9` � L���I�r,=�__ _ �� � C7 SLIDING GLASS ❑ in[17 � I..ig,.., _ I_ �i— q ■❑ DOOR-IMPACT No _. 0 II . .,z :1: _ —�) ., ,,▪ !IPH ' ,Iiii, 1......_..._ �T_. w u. la 111;:l VAL Z _ , O pHp Q2f.2 :_� o UU1-2.u - .�a ..A11 �� Z Zpe-Zr-U- p Utn 7U- >- Q pW0=0Z 0 0 0 e 0 m 0 m 0 a mg 1-U'=zo Z�, W p❑w2'U❑WtDW SECTION D-D a z z a ce 0 � a• 1: w w w a ��,,,,, RE by,761•• . GP..'..y�CEfV• g4ti,� G G G No 58201 .1;1 ® Y 0 ® :T+�il Y :1c; * :*= r. 'i�^� ;rj1 Ii i'"ssi NAL. %,' El I.1.----um. r T' �' lb ❑ �_ �;` mi 9/22/2017 r LUCAS A.TURNER,P.E. ,!k _ .3 FL PE#58201 1239 JABARA AVE. 0 00 ®r 0 0 m 0 0 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 — PARTS LIST 515118' --{ - - FRAME CONSTRUCTION — ITEM PART NO.DESCRIPTION VENDOR MATERIAL I • 1 H-6042 FRAME,MAIN,SGD MIKRON PVC ki ��1 y 1 5/8" f- I �UU(i 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC JI} IWINDOW SYSTEMS 3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM Q�'/8" I ® 1900 SW 44TH AVE:4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 7/8' 1 2111/16" '/g^ WWW OCALA, FLORIDA LORI A34474 5 I-I-6059 PANEL SIDE RAIL,SGD MIKRON PVC 6 H-6033 PANEL,INTERLOCK, IXED MIKRON PVC 1 ti 1__II dT7EI❑dq 1� • 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 FRAME CORNERS SLIDING GLASS 10 P-3142 ROLLER,TANDEM SULLIVAN STEEL --1 7/8'-�{ � 1 7/e' { 1 7/8--{ SCREWED TOGETHER DOOR-IMPACT 11 P-3342 SEAM SEALER,SM-5504 SCHNEE I / I TOGETHER 12 P-3039 SET.BLOCK.85 DUR.1/8"X7/8"X2" FRANK LOWE RUBBER 13 P-3438 SIKAFLEX552 OR PURFECT GLA71"H" SIKA/HENKEL VENT CONSTRUCTION a z 3 ¢z 14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB O © H' O W O ¢W O O 15 P-3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC z ZOZ /r_�H 16 P-3557 #10 x 2,HE)4-IEAD,TEK FASTENAL ZINC 3 9/16• 3 9116" 3 9/16' a FQ-w 5.z OF c 21 17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 1/8" z 0i-0/jail-IX aW O O 18 P-3767 #10 X1"HEX WASHER HEAD,TEK FASTENAL ZINC U U/n r- a I.. 19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 1/8" O z 5 j-?I- O m 20 P-3792 3/4"KEEPER AMESBURY SS E 1/8" \ Q Z rl 1--,200w_ 21 P-3793 MORTISE LOCK HS&D SS • 1 < O r 1=F O— zd 22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL Q a } O 2 1 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED w 00 rt WOW_W 1:10 Zmw OJcnl- 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM a =a a O-rn 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM o Z r-a 0.=W 26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 112' 11N6' I a I a 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 2' 21/16" �Hrl1lrtHrf 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 fig• .f OREW rrri 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM © I ����S,P C'ENg TGQ��i 30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC } �� F�•'•/' 31 S-6041 TRACK,SCREEN,SGD MIKRON PVCli) 213/16" ��: Ne 58201 .. 32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33/16' --1/16" 31/16" 25/8• 1 15/16" 1 mak' * 'i 33 GLASS(SEE SHEET 2) 118• 1 1/16" p' t¢'� 34 H-6044 SCREEN CHANNEL MIKRON PVC 118' 1/16" 230, STATE OP :40 35 S-6045 SCREEEN ADAPTOR MIKRON PVC 1 ..4,....4"<O R10.00\ 17......:407. C 36 P-4278 WSW.,0.2"X 1.25"DUST PLUG ULTRAFAB I.I 'r6EiS+ONA�ti°t`, 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM • 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 211/16' �2•� 40 P-4479 WEEP HOLE COVER SULLIVAN PVC 21/8" 3/4" ® 1/16" ® �� 33/8' F I 5/8" 1/2' 1 3/8' 13/16" .� ' I _ I I I ® I V,6' L— 1 3/4'q- ----- 9/22/20,7 1 314" 1/16• L I 1/16• -_ __- LUCAS A.TURNER,P.E. 1- 3/871 ROLLER TRACK-1930 L Q ® L SILL THRESH COVER-1764 FL PE#58201 PVC SCREEN ADAPTOR-6045 1239 JABARA AVE. PVC WELD SUPPORT-6046 NORTH PORT,FL 34288 7/8" 21/16" PH.941-380-1574 2 3/16" SHEET DESCRIPTION: 51/16'OO 1=1=1 43/8' I 7/16" 5/8" 118' 1 1/2",1 1 114, Tni © 1 118 r © BOM AND EXTRUSIONS 9/16^ 4 II 1 1/8" ® DRAWN BY: DATE: L,_- 1/,s" L 1/16" L_ 1/16 �� 1/16" ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 DWG#: REV.: PVC SCREEN TRACK-6041 ooCrlco 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 4OF6 9 - "(TYP) (TMSYSTEMS MA)X. I— 1 1Z-MAX r—}---a"(TYP> WINDOW��' < -- - I II (TY ) ' I 1900 SW 44TH AVE. I I III II I I I I I I1 J I I I I — OCALA,FLORIDA 34474 f / -� I\ / WWW.CWS.CC 6"MAX. I 8900 PVC 15"MAX SLIDING GLASS _ DOOR-IMPACT I a z ¢Z3 I- OwO Qwpo - Z ZOZ CC-SI- I— D l-wtrtco3zi3x z zx2<D_woo O O U)I— Q F. CO DD.. _ 0 Z O `Z,„,—Zi—Du) wco 0 O IXco0uLiinw zE w J OHD _WO Om i >- a Dxa `S%,Of RtV,T iii V%.,GENSF(;'Qy't / \ / I y v: No 55201 .••d r. -*: * ' It s*= 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I '9: STATE OF .•T:13 t 4/: ANCHOR LAYOUT .O.F"�(O R 1 ,-,i•-••' ��, NOTES: ''0+%S/Oro(,,,' 0_ 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. --/ ...-- 3. 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 34286 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: 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. 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 100(FIN WINDOWS),FMAJAAMA 200(FLANGE WINDOWS),FMAIWDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS). SCALE: SHEET • 1:20 5OF6 -I v.TYPICAL HEAD ANCHORAGE - -- - - -------- ffigt" 2 7/16"MIN. - MIN.EDGE DIST. CalagW/ ' -- -- --- --- -- SEE TABLE 1 114'MAX.SHIM WINDOW SYSTEMS I� NTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. -- - ----- SEE TABLE 1 OCALA,FLORIDA 34474 MIN.EMBEDMENT J j WWW.CWS.CC �- SEE TABLE SUBSTRATE BY OTHERS 1/ SEE TABLE 1 �'�'��� 1,r ,,��,,[[��^ I { i n / 8900 PVC rl PERIMETER SEALANT [ LJ� 10wJ1Q1/4'MAX.SHIM LT/ ' SLIDING GLASS 4 BY INSTALLER / DOOR-IMPACT 4 INSIDE AND OUT IOOC�- 2 7116"MIN. / ,,,,/; C ILQ ZQZ3` H OW0 UWOpWINTERIOR , W ZOz D'kzrINSTALLATION ANCHOR 1 j IT 0 I-W3ZO mMIN.EDGE DIST. ZZ= QtrwpO SEE TABLE 1 ���- O Of-O QSEETABLEI U U 1-UD-=co=SEALANT BETWEEN U(AzFUD'SILL RISER AND FRAME ` / Z pOO �pUIBY INSTALLER / Q Z U UZ U zui ;� PERIMETER SEALANT BY INSTALLER IX 2Q O 1-FF=-O'+Ifli INSIDE AND OUT F Ir W } 2�0 PERIMETER SEALANT I�a_i4114OP1 Ili VI.. SUBSTRATE BY OTHERS - W 0 0 0_U p W to W NSIDEl BY TANDEROUT r SEE TABLE 1 d Z=D- cc O W l~/) (j. DO NOT COVER BO HORIZONTAL SECTION O W~ W=j t}» WEEP HOLES / K a MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE D. 1-- a tX SEE TABLE 1 SUBSTRATE BY OTHERS ✓O INSTALLATION ANCHOR dr,��t„;(1. ('1't:l SEE TABLE 1 TWO ANCHORS PER :-.i' SEE - •:/� FIXED CLIP THROUGH No 58201 t 1) SEALANT UNDER SCREW 2 7/16” MIN.EDGE DIST. PRE-DRILLED HOLES11 HEAD BY INSTALLER MIN. SEE TABLE 1 :44 * 7*- A VERTICAL SECTION -.- 1/4"MAX.SHIM .4,13*. ;¢: O TYPICAL SILL ANCHORAGE FIXED PANEL .gyp. STATE OF :�lU= SQ... MIN.EMBEDMENT .i��P .1 O p%.0.1/•,74* ' SEE TABLE 1 �J.S`,.........EkkI'V ' •r/f/IIIIIILL TABLE 1:APPROVED INSTALLATION FASTENERS • FIXEDPANEL 12" ^—^1 i. ' EDGE DIST. SUBSTRATE TYPE ANCHOR TYPE MI BEDMENT MIN.EDGE DIST. I / SEE TABLE 1 El CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1" 3" CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON 1-3/4" 1" 9 zzHOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 3" ar ❑ , 9/22/2017 17 7/8" HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 2-1/2" MAX.CC. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"INV TAPCON 1-3/8" 1" II FL PE#58201 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318' 1" �• V1239 JABARAAVE. 16 GAUGE 0.060" MIN.SEL STUD #116 HILTI KWIK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP NORTH PORTFL 34288 ( ) 7/16" CLIP ANCHORS MUST PH.941-380-1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM PJ � SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3'AWAY 7 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME I - 11. GENERAL NOTES AND ANCHOR. • ELEVATIONS FIXED PANEL CLIP ANCHORS INTO: II. CONCRETE(2.0 KSI MIN.)OR 3/16'11 W TAPCON 1" 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) 6 O ADE 06/03/08 C HORIZONTAL SECTION FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL FIXED PANEL ANCHORAGE DWG 5: REV.: CONCRETE(2.85 KSI'MIN.)OR 3/16"ELCO ULTRACON 1-114" 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 •