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HomeMy WebLinkAboutProduct Approval-Ext door i ; ` • Florida Budding(ode Online f i >y� d" •-:',.',"'".;'5""t";;;;';'''''''' '''',1":"":-i'''t s x p q p t 7.� i '. P' .▪ P M.i ( ..p{� Y iA" t : h� Y .. 3 3 i i. SNS 5 . Tr i 9,� ih P ', � ley �S t isYfews,�� h▪ ��t � L .1,:q..1,::'-',A,3. l'i v l t`;a.JS u 6�-1i "l'ri"�"�- .ti k - �.� t� �`�`7'. c ) °'",�+ vz.� - . .c'.;"4-:•:','„'";"':7•:.'r:';'''';`,',', t4. ''''4;,;'," ,-,:•..',:: � ,�c. us a+i -5'•^r :"� T`""4 i'-"t�` f 'yc ..::.:__ ..,.i"ab.'.�. .- Home' E a ,,..r a":-. .i cs..:�... '" '''''''''''''''''''''''''''''‘-:'—'—'"-'s— .''''''''�. ,s.a.. ki 1 .�....,.,., w. ._...- _ �.,,..�. ... ... _ u��3.:.�............. mss=,.�a.,.�. �a>,. �I�.�&,. Y�. r+�,v. BCIS Home ` Log In i!User Registration Hot Topic Submit Surcharge y Stats&Facts Publications i Contact Us BCIS Site Map Links Search dFord I +`.r 'il Product Approval ;^er.USER:Public User F.V i i PN.i a Product trinroval Menu>Application Detail17219 FL# FL11103 R4�i s1 viApplication Type Revision Z, i 1 ,l' Code Version 2017 ,rApplication Status, il Approved roved by DBPR.A 1t * pp yApprovals by DBPR shall be reviewed and ratified x v the POC and/or the Commission if necessary. i 5� k -4 7" ' ^° fix 'l . 1 4 t '` £ �jY s ,.y Comments y„ • •h, ''j Archived 0 i'`,.,,', yx Product Manufacturer Custom Window Systems Inc. •�,- Address/Phone/Email 1900 SW 44th Avenue i Ocala, FL 34474 ' :,) (352) 368-6922 Ext 291 • r jlathrop@cws.cc .� y, Authorized Signature Jay Lathrop xs jlathrop@cws.cc tI 1‘. a Technical Representative Jay Lathrop ',..:.'.L'':-.:: i'1' 1 ' '' h°7 I ,a��i t; Address/Phone/Email 1900 SW 44th Ave �. ';4 ' � , Ocala, FL 34474 ,, .y, (352) 368-6922 Ext 291 T i • jlathrop@cws.cc rt ci.'3ya 7d " by 5'," 4 'k`" i.4 Quality Assurance Representative Jay Lathrop ,' V?- � Address/Phone/Email 1900 SW 44th Ave. �.`" Ocala, FL 34474 1`,1 ::'...'41,4'.i, (352)368-6922 Ext 291 e jlathrop@cws.cc °Z.',1/4;',.",.,-.....,:,,,:,.,,,,..,,,,,,,,,Alt,,, ,.,-.4Category Exterior Doors ,A`'. ,`, Subcategory Sliding Exterior Door Assemblies '' pit* Compliance Method Certification Mark or Listing r F ? �L:. Certification Agency Keystone Certifications, Inc. x Validated ,,, ,; By Steven M. Urich, PE r � ' $ CI Validation Checklist- Hardcopy Received ixr ." ,,, a • ': Referenced Standard and Year(of Standard) Standard Year f < AAMA/WDMA/CSA 101/LS.2/A440 05 12005 kVi Vj ASTM E1886-05 2005 r� ASTM E1996 05 2005 fi, x i d` TAS 201/202/203 '1994 I i i . ' f u l Equivalence of Product Standards E " 1=1s z Certified By I haps://tloridabailding.org/pripr_app_dtl.aspx?param=wGIEVXQwtDgttaGslp3GwtOC RBI:BPq%2fDZgn17c2OU5cXIdsGBQX63gQ%3d%3d[4;25/2019 12:41:40 PM] f - Florida Building Code Online a{ t °eat ',.':.;.,.ii.,..a-a • ( ii.'.:::,;-;',,%,:•';,i'-'44-. .;:1 ;py p Product Approval Method Method 1 Option A a 'r<- r a- y-.: `. 'r r '1 Date Submitted 04/09/2019 i'...4,14,14,‘, Date Validated 04/11/2019 * ! Date Pending FBC Approval ` € Date Approved 04/18/2019 s1r rs,,a iti•5 . . •'F •roducts ;,:.!::,':::!',1;,tI — — --�—. . - -, — :, 1 .FL# I Model,Number or Name • .Description ' ,,,,,'..,,,,':m,,,,,,,,,, t, 11103.1 i_ 1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. i t •r '.1 Limits of Use Certification Agency Certificate i ,, Approved for use in HVHZ:Yes FL11103 R4 C CAC CAR 138-1096.pdf r ` � 'i Approved for use outside HVHZ:Yes FL11103 R4 C CAC CAR 138-13_27.pdf 1g Impact Resistant:Yes FL11103 R4 C CAC CAR 138-1612.pdf 4,�` Design Pressure: +60/ 60 FL11103 R4 C CAC CAR 138-537.pdf %c z,. ```. Other: Large Missile, DP= +/-60 psf, Max. panel size 4' x 8'. Quality Assurance Contract Expiration Date f„ik ;1,' -, Config. include OXXO, OXO,OX, XO. Glass complies to ASTM 05/29/2021 i 5 ',I • E1300-04. Installation Instructions 1 FL11103 R4 II CWS-29f1D (SGO-8900, IMP. HVH ,},Q 1f Verified By: Lucas A.Turner 58201 I ~'1 Created by Independent Third Party: Yes ? ,l Evaluation Reports k i 1 FL11103 R4 AE EvalReDort298P Ddf i �'4,1°� Created by Independent Third Party: Yes 41ri0 N,t. --- i �' ;:` '2 •Contact Us••2601 Blair Slone Road.Tallahassee FL 32394Phone:850-487-1824 ::' The State of Florida Is an AA/EEO employer Cnovrioht 2007-2013 Stare of Florida.••Privacy Statement••Accessibility Statement••Refund Statement t 'rp ,.ita p Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to a public-records request,do not send)electronic 1 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 1455.275(1), r ( 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 y,�a'- ". - .'4 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 r = a,s 'i :. 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: Sj:iP {"�?j d :9 t r Credit Card . 8 {. Safe _ � i 7.- rit ii2'11.Vhi731iti a' haps://tloridabuilding.org/pr/pr_app_ldaspx?paramewdEVXQvaDgttaGslp3Gvui0CRBKBPq%2fDZgn17c2OLI5cXNsGBQX63gQ%3d%344:25/2019 12:41:40 PM) I 1 URNER 2428 Old Natchez Trace Trl. J�� Camden, TN 38320 ENGINEERING & Ph. 941-380-1574 FBPE C.O.A. #29779 CONSULTING, INC. Evaluation Report 298D April 8, 2019 Product Description: Series 8900 PVC Sliding Glass Door, LM impact,4'x8' nominal panel size max. with SG Interlayer,4'x6'8"nominalpanel size max. with PVB Interlayer y 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 6th 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 2428 Old Natchez Trc Trl, Camden, TN 2) Approval drawing CWS-298D,signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3956-1 and-IA, from National Certified Testing Laboratories, Orlando, FL,signed and sealed by Gerard J. Ferrara,P.E.,and Test Report CWS-021-02-0],from PRI Construction Materials Technologies, Tampa,FL,signed and sealed by Zachary R. Priest,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 calculations to support CWS-298D,signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-298D. 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 Type A (SG),and up to 48 7/8"x 77 1/2"panel sizes(80"max. door height)with Glass Type B (PVB), with max. glass daylight sizes as shown in CWS-298D • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does notrequire the use of shutters • May be used in the High Velocity Hurricane Zone • Glass Type A requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA 417-0808.02 • Glass Type B requires Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA#1.7-1114.14 • Requires Quanex (Mikron) white rigid PVC framing per NOA 417-0206.10. 1 have evaluated the material in this NOA and find that it complies 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: rj 10 Na' 552 1 �`:R:A *e i 4/8/2019 Lucas A. Turner, P.E. STATE OF ,(Ly FL PE#58201 jrs0 f l�' 1,-:i1ti' `t I � • I I Document Title: Doc No: FRM B1-02 Rev No: Page' Of. Structural PerformanceiKEYSTONt 1 C o i:T{FtC,ATtOT+t^.INC. Certification Authorization Report Required By:: PRO B1-03 CAR & Product ID Number: 138 - 1327.0 Issue Date: 1/28/2015 Revision Date: 9/10/2018 Expiration Date: 11/17/2021 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,i and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8900 Vinyl Impact Sliding Glass Door OXXO 1900 SW 44th Avenue Operator Type: SD Ocala FL 34474 Config: All/Ast/SR, GS-7116"Ann Lami IG Max Width: 191 Max Height: 96 Referenced Standard: Product Rating: PA/TAS 201/202/203 Large Missile, DP +1-60.0, 191x96 • Qualifying Test Information: Test Report No: NCTL-210-3956-1A Test Report Expiration: 11/17/2021 Authorized Signature: Keystone Certifications, Inc. 145 Limekiln Rd. Suite 100B New Cumberland, Pennsylvania 17070 Phone: 717-932-8500 Fax: 717-932-8501 W WW.KEYSTO NECERTS.COM -- — — GENERAL NOTES: �(y(j���y , WINDOW SYSTEMS SLIDING GLASS DOOR - IMPACT 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 - 191 1/8" W WW.CWS.CC 1- 48 7/8" Max UNIT WIDTH - 2.GLAZING DETAIL:(SEE SHEET 2) MAX PANEL WIDTH _-_- A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" _�......_....._._i _..,__._--_.__.___....._.._...... -__._..._-_,__.....,.._....:___.._._____.._._...... -��h - BASEDON TESTED PRESSURE AND GLASS SLIDING8900 PVC 4GLASS DESIGN PRESSURES: G NEGATIVE DESIGN LOADS DOOR-IMPACT MAX UNIT _ DLO TABLES ASTM E-1300-04e01/09. HEIGHT 1 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER SEE CHART - 1` !� I , INFILTRATION TEST PRESSURE,AND LASS TABLES Z G 1 ASTM E-1300-04e01/09. ¢ 2 W O O X j O f- p W 0 .,-(1) p p j 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE uJ Z O z m t 12 B I B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL F¢-w--Z OF 2 Ea- L.T. • •oS WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z Z z 2 Q CC W O O MAX PANEI DLO Gj * CALCULATIONS. 00 V 1-0 ••aQ.z I- HEIG SEECHART I 0 a z-�ZZi--.Drq S - ART I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Z O°U e >U- j I111/1; REQUIRED. a 1=Zw2pO� Z ----0,-. 1A � 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY ¢ 0 Z uJ U w A \IA® WELDED. w Opcecnpwcew co \� CC 0 03 8.SERIES/MODEL DESIGNATION:SGD-8900. n O = w=idu) 145 13/16" 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: o_ I- o. a MAX UNIT WIDTH MAX UNIT WIDTH 48 7/8" X=OPERABLE SASH,O=FIXED SASH, otstixu,a d ••NEL WIDTH—1 I mAX ' PANEL WIDTH �. 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. '�,`` y pR sSr�T(✓p ,� _r1,,1* ,`'c _ T j 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. ,+•v N❑ 59209 •A Z I -- 4 �I 41314" t&: ;*: GDLO _ MAX UNIT I -- GDLOS III v.•0I :tr.: MAX UNIT -- f -- -- HEIGHT HEIGHT 0.•• STATE OF �i1J` SEE CHART I SEE CHART +y1fi .,'•S'4 O R 1 OF,f�1�4 C7 II •R E O E MAX PANEL GLASS MAX UNIT 1 I� HEIGHT DLO ?17:3> HEIGHT GLASS SEE.CHA• SEECHART T SEECHART SEECHART �� .-.. i .. 'i -- -- 1 4/8/2019 LUCAS A.TURNER,P.E. `Ai* _k X X x ,x. X a X' ` X FL PE#58201 -- DESIGN PRESSURE - GLAZING ----'- . -- -2428.01d-NatchezTraceTrl-- __ __ CONFIG. MAX. UNIT SIZE MAX. PANEL SIZE IMPACT RATING Camden,TN 38320 RATING TYPE (Sht.2) PH.941-380-1574 IXO 96" SHEET DESCRIPTION: x 96' 48-7/8" x 93-1/2" A LARGE MISSILE GENERAL NOTES AND TABLE OF CONTENTS O)(O 14,r; 1311C/ A 3C" +/-60 PSF A ELEVATIONS DLO 41-3/4" x 86-3/8" I M PACT O)O(O 131 1/0" A 30" A __...A....._. GENERAL NOTES&ELEVATIONS 1 DRAWN aY: DATE: SECTION VIEWS OXXO&GLAZING DETAIL 21 X0 96" X 80" B. ADE 06/03/08 SECTION VIEWS OXO&XO 3 48-7/8" x 77-1/2" LARGEMISSILE DW" REV.: EXTRUSIONS&B.O.M 4 0)(0 143-13/1C/ A 00" +/-60 PSF B CWS-298 D ANCHOR SCHEDULE DETA&SOTES 5 O) 0(O 101 1/0" X80" DLO 41-3/4" x70-1/4" B IMPACT SCALE: INSTALLATION SHEET ......._.__... . _._ ._...__._-- --.._ 1:33.33 1 OF 6 ------------ --- -- ---- ------------- ----- 4 0 3�21 (20 (--8 -- @ �`a(WINDOW ��/ WIN!?�1a/SYSTEfHS / ...- it! C�26 _ ,,=-'13,1- -- Oka•e.. _- •—Qfl 1900 SW 44TH AVE. ] �-- per, , CI , OCALA,FLORIDA 34474 QIL w ,T I��r�- r /. g 7WWW CWS.CC bra l �I�IIt 14� �� ��._...... F��R <."1 0 L---i=3` �� vailaw - r.- 8900 PVC io-I gil,„,, I _ o -€:t ui SLIDING GLASS ! „ ,, 1 L- -- ` ai f . ■ ` r ' y - {T111`IJ DOOR-IMPACT •I IN WA-) I wwwwwr.' / z aWg aI--c0 aC1 w ZOZ �I zw • 1-wIz}6 i!2 1 ��30i 33 6 .4 19 © 0 O OI=-OCQwo0 FW 0 000-z4'I=-ccna_ 1 SECTION B-B o z��—zi_Du) Q OZU2z=UU 1 r-ten=0111C1101:: ^^ �-7�. _ P OVERALL 'ThTh ) Q WO W O I O Z I Cy��--fUO -,L6�I ... 1”OVERALL 4 x w T u)0-Z t.0 6 ,1 rr, t _ PAIR OF ANCHORS AT EACH CLIP. 3116"TEMPERED 3116"TEMPERED W o c,I->-D W O W 1:I •i� SEE SHT 6 FOR SPACING w w 0 UII r2 LIV 1 f'•^.� rail/ Hit"' _ _.. ® - 3/6"AIRSPACE - 3/6"AIRSPACE 0 w I=-O a I1 CC 0 7/16"LAMINATED GLASS = d W,•a' ------7116"LAIv11NATED GLASS "• a F-``L_," ci1 3 •••- —3/,6"ANNEALED GLASS — 3/16"ANNEALED GLASS ,,asure+rrrIF'`.._--.qi, I :. , __r I.- u -- -'i 105 KURARAY PVB ���1�NORE41+T�i,i r1 .. •�.�- .-A KURARAY SENTRYC/ • INTERLAYER ..t-,.•.""1CNS'+.''1' GLASS INTERLAYER 3/1 ANNEALED GLASS :1` it•, L"•I12 El II S.o; . 2 "1111!. 13 i �-3/16"ANNEALED GLASS I v No 58201 ":`7+ 3. —7 ^'b• �'..='o QUANEX DURASEAL OR XL EDGE IG SPACER VA% STATE OF :14,k/C:�0• : ,- QUANEX DURASEAL "r, ��Or � NA-. t SECTION C-C IG SPACER PURFECT GLAZE"H" FIXED PANEL ATTACHMENT ®SIKAFLEX 552 t-PU SIKAFLEXFECT GLAZE"H" \\ 552 y $.4. r; '�r� D:... I� 13 - *� 13/16"GLASS BITE \»; � ' 13/16"GLASS BITE `�30 I _ Jfl - Ha , 30 30 Iij ` " 4/8/2019 I I1 F• -64 ® 1 / tz tj LUCAS A.TURNER,P.E. 1a FL PE#58201 0----___ I�=-1�I IL-11:4110 _ 242_8 Old Natchez Trace Tri ---- L` '., II 14 - 4) q — Camden,TN 38320 31 ;j'L 1.1..1 PH.941-380-1574 it 1.. I um �� �i SHEET DESCRIPTION: C}- IllmElEn=CM V! -0 I I I- I SECTION VIEWS-OXXO CS . 14.,..A GLAZING DETAIL '�� 11 v �I I _ AND BY:---DATE: LLII lS 1J ADE 06/03/08 NOTE: 1:1.33 1:1.33 DWG:: REV.: INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED, GLASS TYPE Al GLASS TYPE B CWS-298 D r SETTING BLOCKS PER FBC 2411.3.3.1 SCALE: SHEET ._.. "� 1:2.63 2 OF 6 agollff -- _ — --- WINDOW SYSTEMS��'/- 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS-CC ® 16 r1 'i ;2 21 2� ® 0 m 26 18 5 ria-,--_ ��� I _s ._ Ia 8900 PVC �' cr- 1.-----r STN ISIS� I � SLIDING GLASS ❑ ___ 111 ■I�I� I � �� ■❑ DOOR-IMPACT a F--, U� 8 C::: •� l'---- � .�: ' ? z ¢z3 AAA, - 1 r 0 w 0 ¢1w-OO6 IJdI♦ 1- / LAI 1111 1.11 ■ �J11�.... �.. � Nu 0 FW�'zOr = __J=....=. oma^ 7�Ii Ci�b�,\ _-F 0 000 0 H0UaN0n�0 EA [ ��c...= —CI �0D -- 0— } Q u-Wo2pz 1 (2 9 35: �4 15 �! �6 30 12 Q c�o»SZOg W OW O wcnOWCOW SECTION D-D a -=a a 0 CO W a F' a a'a �,e.„3,1DRE i1r 7;91,,i `...?.y.4ELdg ....Qtfi. ® 18 26 13 A 7 ® 7 v. ho 582J1 :�' 33 �;1 20 � � * s,*- 141r _ _ �. 7fi ',3 gaze DI_____, r— TI � �3 .0%• STATE OF :dui ❑A . _____, �I�'�ui.' 1�I �'e�6.Sc Oft t Q . ❑�� I p____. I. ILLLippgy\_ }�,, �q�7OhIAi t����t` •UV — )11 �ll �� _ �� 4/8/2019 C LUCAS A.TURNER,P.E. �7t #e8201 2428Old Nat ch zSrace Trl- 1 1. 31) 33 CO l4 m 2 Camden,TN 38320 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 3: REV.: 2,VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 D SCALE: SHEET 1:2.63 3 OF 6 • ----------- 515716" ---i i FRAME CONSTRUCTION � �' ITEM PART NO.DESCRIPTION _VENDOR MATERIAL 1 5/8" f- �, 1 H-6042 FRAME,MAIN,SGD MIKRON PVC t _ 2 S-6040 THRESHOLD/FILLER, SG() MIKRON PVC 1 (LI I ININDLSVYSYSTEWIS_� ,3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM ,Ef I �-' 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 778 IHHIIL� (LLLJJ12 11/16" ! OCALA,FLORIDA 34474 5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC I EM- 1ED -I I (-�oR t/8 I 1/8 ~`- WWW.CWS.CC 6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC i Ll I_l 1_1 L . 7 H-6060 PANEL.INTERLOCK.OPERABLE MIKRON PVC PVC OUTER FRAME-6"042 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"JI 1 -II FRAME CORNERS 718" ^-1 7/8" -- 11 P-3342 SEAM SEALER,SM-5504 SCHNEE SCREWED TOGETHER DOOR-IMPACT 12 P-3039 SET.BLOCK,85 DUR.1/8"X718"X2" FRANK LOWE RUBBER n �(q� n 1:10 13 P-3438 SIKAFLEX 552 OR PURFECT GLAZE"H" SIKA/HENKEL U D Y EI6J VENT CONSTRUCTION ¢ z ?i ¢z 14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 �� I I o O w a p Z Wp QH W 15 P-3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC W z ZCd-..-z H 16 P-3557 #10 x 2.HEXHEAD,TEK FASTENAL ZINC 3 9/16• 3 9/16" 3 9/16" 18...<72 LitjTiu _c). OF 2= 17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON --1,6,: z z 2¢tYwO O 18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINCrilOOOLjQ=19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 1/8" pU ='a. 20 P-3792 3/4"KEEPER AMESBURY • SS + t/8° Q 0 z U z p U- lk.,,, ((❑ w OO"-Z 21 P-3793 MORTISE LOCK HS&D SS • __,� ,_ ,,0._.._ T - L..._. 1-}-F- 22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 /-- D:0 I->> O 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM VENTS FULLY WELDED w O o tt p p w c8 w 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 Z w O at F 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM - n a_ un- a0�> 26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM _ 11/18 r a_ F- 0. c a 5/2"- 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM � 2"'� - 28 5-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 I t,140 EtV ,- --1 5/8 >�"P1DRr:1A- ++i+ 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM I A ® 25 � �' r T.' 30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC t1 ® i _ •F��C�;'bC6f`� F 4;T.� 31 S-6041 TRACK,SCREEN,SGD MIKRON PVC I 23 J No 56201 ": S 2 13/16" 32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33/16" --1/16" 31/16" 2518" 1 15116" `*; * 33 GLASS(SEE SHEET 2) 1/16" p; 34 H-6044 SCREEN CHANNEL MIKRON PVC -, 1/8" 1/8 %' : STATE OF;:r. 35 S-6045 SCREEEN ADAPTOR MIKRON PVC 1/16" %O�t< �<O R 1.9.-1::: :, 36 P-4278 WSTP.,0.2"X 1.25"DUST PLUG ULTRAFAB L� II ------------- __ `OS,'/p, '�•� 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM - +q+rtrtr�ap� 38 P-4366 WSTP.,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 11/16"-.....--1 40 P-4479 WEEP HOLE COVER SULLIVAN PVC 21/8"— 3/4'_I 1 2" - 3 3/8" ._^_.` Z 5/8" tit" 3 1 3I/8" - 37 .�._...--- `-���® I 1116" 13+16" 27 1 3/4" _ 4/8/2019 LLL 3/4 1/16" ROLLER TRACK-1930 1/16" I LUCAS A.TURNER,P.E. �9� -'--O f.__..N� '- -` FL PE#58201 SILL THRESH COVER-1764 _ . 2428-Old-Natchez Trace Tri -- - --PVC SCREEN ADAPTOR:6045 • - PVC WELD SUPPORT-6046 Camden,TN 38320 PH.941-380-1574 7/8" I- .- 2 1/16" 2 3/16"--- 5 1/16"I=�1 �Q 4 3/8" SHEET DESCRIPTION: 118" 7/16"--{ 5/8" 1 1/2" �" C3°J 1 v4 0 1 1/6 1 � ) © I 30 9/16" } BOM AND EXTRUSIONS 1116 l__ 1/16" 1 118` T ® DRAWN UY DAT[:--- --- 1/16" I 1/8' -FIXED PNL SUPPORT 1722 1 1/16° ADE 06/03/08 - PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG S: REV.: -oaC.--.]o c PVC GLAZING BEAD-6037 • CWS-298 D PVC ASTRAGAL-6043 REINF.-1726 • NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. SCALE: SHEET 1:2 4OF6 C. 6"MAX. 1�,•MAX O.C, r._._...._....-4 TYP � [.._..._.__ �� I- ,' –-- _ - - (TYPj I I TVP I _r ( ) - I �-'-- ( ) 1900 SW 44TH AVE. ...................___—� I I I I I I I I I I I 1 I I 1 I I OCALA,FLORIDA 34474 1' ti _..... - / / WWW.CWS.CC ir \ , 16"MAX. (TVP) y .. SLIDING GLASS DOOR-IMPACT 18'MAX.O.C. —) – Y GLASS TYPE A 13"MAX O.C. Q Z �W 0 - GLASS TYPE B H a W 0 . _o wzcooz Oa'2Jm . - LL FF--w�Z F-522 Z Z= Qa'WQO UU OIn1-UMI--coa _ z=Z QO � =U = ZOi. U QWQFSOz QF' Z a cc w OcoWZ 2 O W Fc _I -• a Iala :. s 0 W-O U1Q1U a I- a aid 1oI1IIIII,:, ��J1,p1DR?_, 'I, -i [7 / - \ / - JG. .Soe 1 •,'."A• / v i N. 59201 9S. 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I I I 1 1 1 1 ^-o: * 1¢= I i I ANCHOR LAYOUT %6s".:-ORI-.0-e\.:.` . NOTES: j '``�` IP /QfVA�ieL �. 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.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/8/2019 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—-2428.amden,TN 38race_Td SPECIFIED IN TABLE 1,SHEET 6. Camden,TN 38320 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 85: 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 8: 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 D , FMAJAAMA 100(FIN WINDOWS),FMAFAAMA 200(FLANGE WINDOWS),FMAM/DMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTER!OR DOORS). I SCALE: SHEET 1:20 50F6 ----- -- ----- TYPICAL HEAD ANCHO--RAGE Y �/�, .� 2 7/16"MIN. MIN.EDGE DIST, 1/4"MAX.SHIM WINDOW SYSTEMS-r .� SEE TABLE 1 INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. .__...._.._..,,.,._. SEE TABLE 1 A) OCALA,FLORIDA 34474 W W W.CWS.CC SUBSTRATE BY OTHERS i MIN.EMBEDMENT SEE TABLE 1 i SEE TABLE 1 = _- I AA I )i i d A -_...._._ 8900 PVC PERIMETER SEALANT IL�!'� 110 = . ■ I-1/4"MAX.SHIM E' SLIDING GLASS BY INSTALLER 6 B 0 ' DOOR-IMPACT INSIDE AND OUT uh 2 7/16"MIN. I Q Z <Zg I' ' I- OwO G WoO INSTALLATION ANCHOR INTERIOR i O Q IiIII E- I-O OU O 7O� z QPERIMETERSEALANTBYINSTALLER PERIMETER SEALANT ��,r7�'�7 ` INSIDE AND OUT Q- W M c ..°)D02 BY INSTALLER �^�I-1i J`�,�0'' . SUBSTRATE BY OTHERS IL O O d'm O W ui w INSIDE AND OUT •rVA,r SEE TABLE 1 Z a O Ul F- DO NOT COVER rir ax O WEEP HOLES B HORIZONTAL SECTION cc _ a w MIN.EMBEDMENT TYPICAL JAMB ANCHORAGE a F- a SEE TABLE 1 SEE TABLESUBSTRATE BY OTHERS 1IJSTALLATION ANCHOR `�+,����WDREb;°,j��i� SEE TABLE 1 ''5•••• �1 TWO ANCHORS PER jev*.,`O E t,S4.••P::: FIXED CLIP THROUGH •q;JC. SEALANT UNDER SCREW '--2 7/16"— — -----MIN.EDGE DIST. PRE-DRILLED HOLES C�+; No 59201 HEAD BY INSTALLER MIN. SEE TABLE 1 Cir; : - AO VERTICAL SECTION — 1/4"MAX.SHIM '^D t •CcT L'11t STATE OF °tuZ 6 TYPICAL SILL ANCHORAGE FIXED PANEL / SO • 4 MIN.EMBEDMENT r ',..,,,-,<,%';42.4p�1p';-'4\-•;.' - SEE TABLE 1 ' #r Sh '• 100 TABLE 1:APPROVED INSTALLATION FASTENERS _ FIXE PANEL SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12°1 1�I EDGE DIST. I T - r • Dl 4 SEE TABLEI CONCRETE(2.0 KSI MIN.) 3/16"ITN TAPCON 1" 3° ---- 1-- .- VCONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1-3/4" 1' 1 II / 4/8/2019 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITN TAPCON 1" 3" 17 7/8" �-��y❑--I� , • HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" MAX.O.C. I U • LUCAS A.TURNER,P.E. 1-3/8" 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON1" i@I FL PE#58201 2X MIN.SOUTHERN-PINE-(G=0:55)-- - #10 WOOD SCREW 1-3/B" 1" ( N. , — — Cam2428 2428 Oden,TN 38320 Natchez Trace Td 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT!KWIK-FLEXOR Inn' FULL THREAD FIXED PANEL CLIP PH.941-380-1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" LIP ANCHORS MUST II It7II BE LOCATED A MINIMUM I 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 KS!MIN.) DRILLING SCREW THRU 0.125" 7/16 FROM ANY MAIN FRAME _ I! . GENERAL NOTES AND ANCHOR. FIXED PANEL CLIP ANCHORS INTO: ELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3/16"ITN TAPCON 1" 3" " INSTALLATION--- j —II DNAWN 6Y: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) O HORIZONTAL SECTION ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: FIXED 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 D 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