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Home My WebLink AboutProduct Approval 1 UUSW2D Aq PeuS g ma _ < fifly.'. ,:...1:::@ y , ..il "'T'A €FP dpi N i i 12 1$ �cf*oto b � s i}a 4ttr ltt! a, ro c a + W• +,4itkais;�4+ • iM t sJE a !' ' �4i 1+' xarr ;rnxiurc ¢ rgc �a ria;m,tzrciaea# u�•alma�StRagon ?i#b € Wt53 :4:ls( Aut .2 to �,!' Gdspr4 list >�Ru4 4 .0 t�0+€ a 9 #1 �a rz�s' it • #•' a r wifi}Wit, r.4.0...t�xk - ss 6 la�M s pau 19 R.–.4i. 40 e R Arg�„x."61¢s• data.�!i. +;,stea �„ ono s�FYAaypR emiwssRle p�. ”! A6 mtasw0 sr.c?.- :. [ ± mM MP4s �46�tffiSSIs► re�QC+� l +� rie sem. l t e$"v. ail s'* i�•2� 1rr �ul� +odes6sul ,fn Fp, >u . " tuakommillisiggiug at1'30+y iuCtIQWr, ,,,°4SW6do g .�N MmztaVYawA� � s _. Ito, pue s� wxu� ""� stav teas°s sg"`�e�vsps�smta �era ra r � a �A6�aaY66m it 1.111416*P ilF a1taMiA 6aE�,sk ta jy(4ty! gaRsOa� ffiugpafswam• aw tais. _ , 0. p ,,_ g__ ,�. iro, onvom ..tSYt Crw; ur s� w "-'—°� �'-- -- —1�n— —� -- tin ¢ t iia i aFa a�. op w ::1L7.;,,,,,,,,,,,v.,)17.w,.,r5%,:_m.�.. ;„mom. .. aigml Sir x p S.. -; e;x1,=!atifffitozoro .'�lf�5?1 P� i ay.�+•m.PG,iset�+y,9d'r�Scrr ag. .:„...ifg t.r.1lw a ' 4l4laa ROAXmT' '6t?C • 8 r z xsa ria r Kbr aas��4 a a e 40.41i.,1 Sc M wvs a soey >q .f i;�3 xra - •3�[>� "i{l aaII 3-aed 4••:i..N-N '«sk 4s a .� �, a'3 r^sa 3}x- ,:ty sr - K ,µwamm - as ( A,aw' '' tti."-7 k g tgr.@• st`d)v � a k • M�1 .4:,,',4°1•0.'s* aw'.•-• cc rWr?#• •I;r.>tastMiasa�jm °rth` -t d;,5,: ,...:t1 4st F :.,. # _s a� sF .,E , ,moi Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights reserved. Property Identification Site Address:5306 Parcel ID:3402-608-0322- Account#:37408 Sec/Town/Range: MYRTLE DR 000-2 02/36S/40E Map ID:34/02S Zoning:RS-4 Use Type:0100 Jurisdiction:Saint Lucie County Ownership Legal Description Mervin K Paylor II INDIAN RIVER ESTATES-UNIT 07-BLK 49 LOT 20(MAP Lisa Paylor 34/02S)(OR 4082-2849) 5306 Myrtle DR Fort Pierce,FL 34982 Current Values Historical Values 3-year Just/Market: $102,200 Assessed: $57,413 Year Just/Market Assessed Exemptions Taxable Exemptions: $57,413 Taxable: $0 2017 $102,200 $57,413 $57,413 $0 2016 $77,900 $56,233 $56,233 $0 2015 $62,300 $55,843 $55,843 $0 Sale History Date Book/Page Sale Code Deed Grantor Price 12-12-2017 4082/2849 0001 WD Rose Mary U $170,000 11-09-1995 0984/0474 XX01 WD Ursula M Rose $100 10-01-1977 0275/ 1025 XX00 CV $43,500 Primary Building Information Finished Area of this building: 1,220 SF Gross Area of this building:2,524 SF Exterior Data View: Roof Cover:Dim Shingle Roof Structure:Hip Building Type:HC Year Built: 1977 Frame: Grade:C Effective Year: 1977 Primary Wall:Hardwood Lap Story Height: 1 Story No.Units: I Secondary Wall: Interior Data Bedrooms:3 A/C%: 100% Electric:MAXIMUM Primary Int Wall: Full Baths:2 Heated%: 100% Heat Type:FrcdHotAir Avg Hgt/Floor:0 Half Baths:0 Sprinkled%:0% Heat Fuel:ELEC Primary Floors:Carpet r . .7';'',.. Total Areas RM` . _ n Finished/Under Air 1,220 Gross Area(SF): 2,524 Land Size(acres): 0.23 • tm ',_S mt ° Land Size(SF): 10,000 v+fc� n `' `7 Total Building Count: 1 Special Features and Yard Items Type Qty Units Year Blt Driv-Concret 1 756 1977 This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2018 Saint Lucie County Property Appraiser.All rights reserved. _., ,,,.......... .„ . , „ ,.•,, ..‘„.. ., _ .... .... •.........-.... ...... . . . _ .. .—„. ...... . _ „„.... , ......... ......_ .,.. . ,.• . __ r„.....-- . ,. ... •.:T.T.. ...... - - • .,,.......... .- . • ....--..-• . „,__.„--• ' - ..........„.- - .. „_. „.-• • „_,..,„,------ „.. . .„,,.._„._;_-. .,.„.______,... ,,„,.., ...„ ,,.,.. .. :......,._.„„ ..., .„„..,_.. . .-- ___,„„..„....„,. • „„._... - •... •__.„...., .'-"'•-•-• _ . .. . . _. S. S .... .....- -- 0 ce. ca, ir.• 1 , .•,• ........• . . ia ......--- 4 --...... 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'.........-......-.-• 0 Z . • , 6.1*‘1 - '........1-:-: ....... i -1/4/2918 Florida Building Code Online i.'!F'. c nSt Rfrfr :�PLCRIDA IIPARTMBNfOF' 1 ` . k,,y - tk � wK s 4 # ;+^ + s �Business & ProfessionaiRe ulattoz `• N`JIR.� 1S � f . !It _V : v. r <Y i ._ .t i. a Vit' ..a. �nBPik ABouvpeptx fl RDIRisinNs,::apNTscrndpkf 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 I d Floridar - r �Product Approval �UtWfWtj '' �_ USER:Public User u'�cc Product Aoorovai Menu>prod ct or Application Sear h>Aoolicatlon List>Application Detail flIciW3Ph i MICEMoF�E •; ,,,; FL# FL16736-R2 EClT1381fk . Application Type Revision Code Version 2017 Application Status Approved Comments Archived C 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 Jay 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 Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U 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 c' Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReoort871C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2flZm8TgPohLz8ont0d5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 869C September 7, 2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) 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 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 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-869C, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A, -4, and-4A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201, 202,203 , '94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-869C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-869C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869C • 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 • In the operable sash,requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16- 1117.021, and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade N.O.A. 14-0916.11t • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 t I have evaluated the interlayer and framing materials in these Dupont and Quanex 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. ‘��s 010 RE W ;tee • Lucas - No 58201 i 9/07/2017 Turner ; *. ;*= Lucas A. Turner, P.E. 2017-09-16a= FL PE#58201 STATE OF ;�,� 09:27+20:00 t:• ° at t1Pc,.:‘F$'�'' GENERAL NOTES: .7b1198 HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWSYSTEPIS I oA r TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW FLORIDA E. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCA4474 WWW CFLORC IN ASTM E 1996 PER THE FBC. 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER 112 1/4"MAX OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111"MAX UNIT WIDTH - GLASS TABLES ASTM E-1300-04e01109. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Z 3 Q Z - 4915116" - — 24 5/8" — ASTM INFILTRATION 1300-04e0/0g�SSURE AND GLASS TABLES Z w u a will O W GLASS DLO 4GLASS DLO w Z 0 Z D:F Z F 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL F w--Z F- _ A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z Z 2 2 a c4W 0 0 - - - DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O 1-O 0•¢=F ce 1 11 ��1 ANCHOR CALCULATIONS. 0 O-U.Zr.jUy 64114" I I I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a F-Z tL ZO O Li_Z MAX ' I I I UNLATCHED DURNGREQUIRED. THE ANORMAL OPERATION OF THIS PRODUCT, UTCT ROTARY LOCKS ARE INTENDED TO BE S Q ce 0 U O OVERALLZ HEIGHT B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w N E y 0 w N w FLYING DEBRIS. as Z=a 0'O e7 0 WI-O 0-2,Y 63" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT C = re w w v) MAX 58 13/16" ['1 0- i- 0- 0- UNIT 1 X 1 GLASS O i I X 561/4" USED AT FIXED MEETING RAIL AND HEAD/SILL. HEIGHT DLO 1 D I D Ess 8.SERIES/MODEL DESIGNATION HS-8200. `++" OREW'T", 599/16' 0 9.THE DESIGNATION RAND 0 STAND FOR THE FOLLOWING: •Jb'-/�.cBNSP'.2-. MAX X=OPERABLE SASH,0=FIXED SASH .-7' No 50201 :11 r. HEIGHT I ISASH 0 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR 'it: * * 1 I I 0 LOCATION. 9Q1 STATE OF LII, I --2715/16"_ _ C'� 1 -- 1 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. '�y�F':<O p t 0 Q••• LO C�J A— ,,'/ss/ONA.... 2715/16" s MAX.SASH WIDTH LucasTurne r .. .7- 2017-09-22 9/22/2017 13:54-04:00 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 ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 GLAZING DETAILS 2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: EXTRUSIONS&B.O.M 4CWS-869 C ANCHOR SCHEDULE&NOTES 5 .-__1_11"_x_637 +/-60 PSE_ LARGE MISSILE IMPACT -SHEET INSTALLATION DETAILS 6 ---- - - SCALE: 1:20 1 OF 6 \,,i tpuunpq I 031181H021d SI ONI SW31SAS J,., ..........�4,4� nw.' N Cl) w co a ♦ W MOONIM WOlSf10 AO NOISSIW213d �`JE`7 •...zero .7 JU W a . H f` V 0 �~ LL S:2� P �OQJ� Q ,,- S I— N311RIM 3H11f10FWM 3101-IM h n O - w N w Lo H m CO N w > J C) `d SY I IO 1 Vd NI NOI101100tId32I :3.• N - ^I o z co g o W g ii ¢oo a U) Q AM/'ONI'SW31SAS C�;� uWi t ¢:4= l`1 N j#aF'� z ❑ o (44,.-q• F U d MOONIM WO1Sf10 AO l l I d021d Z,V o ►Q- •O.- N F"w C „73. Z of •vi N ONIMVLIU . 6.5 2 rn�:•�,. °�3dto 3 ' BNIVINOO OANI 3H1 U x IVIIlON301dN00 ONV J.aVtl 31ildOad ,,, �Biu.iPO��,`• , j LL N Z a w 0 Z' ~ i U T �O o 0 WI En= O O N M Cl `7 N 0 III ULU w Q. c 0 O J m O I Zw R ? WZ w ❑ a ❑ w J a Z a 8Lu ui m- ,O 6 ❑ w N cc Oz is Io O ro t C7 A r co co C 7 1 , 1 - 0 m N , , t } � 1—,.. .. r 0 cn i) A 6A 6 0'Le 6w 7 N 1 Q0 re Lu5 w 1— z O (j m 5 a a w Z 4 H Ir y O co ? UhiwPi x OJ CO a� I.- W •• - r m G m ,w_2 �0 1 1 0 IIIIII 1 Fl v t Vrn 17 I -I lir } I I / k1L- c2 i.p (.1) co INTERIOR 6000 aglow- WINDOW SYSTEMS e • 1900 SW 44TH AVE. j1 a 19 or 49 e) ® e ® m A� OCALA,FLORIDA 34474 1} �I •*t!LLi_ Til �,� �r �J'`'� HORZ.SLIDER I.�� 41,....„,.., , ii C��I ��I IMPACT _ oma,{ EI- -(► {,*o 11.1o-� �' �` 1 _- Wo Woo Z m e 0 000 M 0 0 0 SECTION VIEW D-D o iziljac vOi3}O��mJAMB ROTARY LOCKSz =��::1:61 � g=O I-O�j�W��JAMB ROTARY LOCKS: UUr4�Zo �maMAY BE SUBSTITUTED FOR JAMB CI Z Z I-n rn0 SECTION VIEW B-B IMPACT LOCKS ON-EQUIRED ON FIIN UNIITSGE UNITS. } w =O i_I 2� ~U~Zf/1 I..I II Wtow ...-U)re Z J CI)I- ,.tI i`IIll (3 Wt-0 w=Et� �CL�1 J Q a.a. I- a C3W Ill c! m ,�,OWE W .�i� HEAD IMPACT HOOK(TYP.) •.j. ND 58201 rMIDSPAN OF SASHES =*: * f'-0 (ITEMS44&46) :-fl: ;4:� 19% STATE OF -..44it G. INTERIOR ��',i,S�ONA.,,,, 1 11 JAMB IMPACT HOOKS(ITEM 42) y+J j j OR ROTARY LOCKS(ITEM 23) `4 LOCATED AT THIRD POINTS.h.j a IL I 9/22/2017 Ic C"� I -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. E �� I, MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 •I '`s�NL�rI m • ��ll�I -ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 0 ail IL'1 I I.lollelP11 JAMBS OF FIN UNITS. NORTH PORT,FL 34288 PH.941-380-1574 Illg I SHEET DESCRIPTION: m 1�11111_,_,..7_11, l MN ��- • I SECTION VIEWS 0 VI I � —-- -- DRAWN BY: DATE: TEF 10/11/13 - SECTION VIEW A-A HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG#: REV.: 1:20 CWS-869 C SECTION VIEW C-C — - ------ SCALE: ALTERNATE FIN FRAME SHEET 1:2 3 OF 6 PARTS LIST 31/8" -I CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8'---, I I ► �e 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVCii 31/8" WINDOW SYSTEMS 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum I I Q (j/ t Q II 1900 SW 44TH AVE. 3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVC �— 1/16, ..... OCALA,FLORIDA 34474 5 P4638 #8 x 2 1/2"Ph Mod Truss Type A TEK Ajax Steel 211/16" 111.11 3 9116° _o 71r 1 7/8 1/16" W W W'CWS.CC 1/16° 6 P-3342 Seam Sealer,SM-5504 Schnee Silicone O `� MO CORNER WELD 7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC Il k-1" I 1/e• 1:8 HOFtZ.SLIDER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 1 HD MTG RAIL-1681 IMPACT 10 P4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN 6048 11 S-6064 Glazing Bead Mikron PVC r--115/16• P 3116^ © z12 H-6050 Sash Meeting Rail,PVC Mikron PVC -23/16" 1 �2 3/16" OLIO <,.u., w �I�yyy��,, \j SII,_ Z w J❑ 13 H-6051 Sash Pull Rail,PVC Mikron PVC r1�1 1 13 14 © y o_ ¢. }O. m 14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 1 5I/8'' Iur�� 1 5/8' 1 5/8" . 11 5/16" LL F-w z r-W 2 z z zWMa 15 H-1497 Reinf.Sash Meet.Rail Keymark Alum t 1/16"� 1 q -1/16" 1 q --8--1/16' ! 1/16" 0 o O u 0 V a i-y Do. 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum + ,J III 0 z-j-Z I-D ro z 17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 FIXED MEETING RAIL } <Z w W O=LLO 0 18 P-3429 Wstp.,0.270 x.187 back FinSeal,Go Ultrafab `0 3/16• SCREWED TOGETHER WITH ix 2 3 O F-I I-z 19 P-3783 Lock,Impact,PVC Interlock / OUTERFRAMEL 0 0 }a w O 20 P4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel 0 O! 1:8 E z co -W 0 J v)1- a 21 P4069 Keeper,Impact,PVC Interlock 5/8' O w I-0 w=cey 22 _ P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I- 6' -It �O 314' I -1 © a 1- a �'a 23 P-4958 Rotary Lock Interlock _ CID 1 5/16" 1" 15 t 1 ,,,,umrrr+rr 24 P4633 8-32 x 1/2"Barrel Fastener Interlock TN L -1/16' 15/16° 1/16° ��PtSOREW T i,� 25 P-4952 Keeper,Rotary Lock Interlock I 718^ 1/16" ��l • . ,s,EN G ''i SASH MTG.RAIL-1497 GPS•�� SF•-,.:1,01 - SASH REINF.-1699 J= 26 P4779 Roller,Tandem M&M Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1999 •�• :� No 58201 :11 27 P-3541 #8 x 1/2"Quad PH TEK 2 Znc Fastenal Steel Qf 3/16• 3116• 314• I` 7/16• 1 1/4' -*• #' -28 GLASS SEE SHEET 2 CARDINAL GLASS - -- °' to C w9; STATE OF .=4/r. 29 Purfect Glaze'H"or Sikallex 552 Henkel/Sika Silicone 0 I - - I rt-� t,•�� Q .Ove'.,�< ,!...•,,.‘e.�� 30 P-3028 Set.BIk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber I- 6" .I 1/198 1/16' �.'ry0S•-,O R 1 .4` 31 P-3218 Screen Frame Allmetal RolIForrn Trry/8•f~© S.B.R./S.S.R.-1498 ROLLER TRACK-1776 �r�4;..NA..... � 32 P4754 Screen Comer Key Allmetal Nylon I 5/j" 1-1 1/16" 1/4" 33 P-4755 Screen Comer Key w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 11 x-•7/8"1 34 P-3029 Screen Pull tab Summit 7/8° 35 P-3033 Screen Spring Fla Spring SS f 0 3/16' L 9116 36 P-3228 Screen Spline Dapa 01 (Q PVC GLAZEBFAD-6064 J- 1/16' 9/22/2017 37 P4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 P-3113 Screw Support,PVC Team Plastics Rubber I S" _I 1/2• 1 1/8".-1 FL PE#58201 41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 5/16' 1l1_4 O 3/8" 1 5/16•-{ NORTH1239 ABARAORT, AVE. 34288 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 1 C 1/18• Lr— PH.941-380-1574 43 S-1112 Reinforcement,Head,Jamb Keymark Alum 7/e' 1, 1/16• 1/16' y I - I v- PVC SCREEN CATCH-6013 SHEET DESCRIPTION: 44 S-2000 Impact Channel,Sash Keymark Alum PVC ANTI-LIFT-6005 PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 BOM AND EXTRUSIONS 45 P-3748 #6 X5/8 Ph FH TEK,Znc,Painted Ajax Steel 1 1/8"-j 46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/l6"�I- " I -} 1/2• 5/16' 47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC I I DRAWN BY: DATE: _ _ T m 7 1/166' TEF 10/11/13 48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC TSCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG It: REV.: 49 P-5250 Lock,Impact,PVC,w/Flipper Interlock CWS-869 C 50 P4730-#8 x 1/2"Ph Mod Truss TEK ---—Fastenal -Steel --LINE ITEMS-NOT-USED: ---- - - - -- - - -- -- SCALE: - -- 4,38-39 SHEET"— NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6 Cliagg1198.- it WINDOW SYSTEMS 3"(TYP.)— -- 1900 SW 44TH AVE. 6'MAX(TYP.) 3"(TYP.) 161/4" SEE NOTE 2 4'MAX(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 WWW.CWS.CC 1 r- F. o.C-� 4" z � __ 6"MAX(fYP.)- I 1 I i I 1 I •) I 1 1 1 1 1 ) - - -- INSTALLATION 1 - - - -- -- -- 8200 PVC `ANCHOR(TYP.) HORZ.SLIDER a• ' IMPACT , MAX O.C. ,I I I ,I, -- - .) I 7" 1MAX O.C. X X 4 z a z ( .) X X I- owo rnwo0 - o �vOi� o��m • I- 3} mI_ I o 0I--0•�•dwoO I v Um_1-Ud11—cO Z• O(D -'"V0 1 ` _ I 11 1 11 1 1 I I I 1 1 I� --- - -- -- -- Q oF-U1=z0 1 I w�F ANCHOR LAYOUT-(FIN) w OLL-IXcoowmw ANCHOR LAYOUT-(FLANGE) as -=a re O u) W• ,~re w3wln a x D. IIII-III/ ��p r10RE W/71! ;.,04 z•� No 58207 *051 _*; * a*_ -roe CC 9t• STATE OF ;:Cu: ".0'6"-.<,o R 101 6-$' NOTES: ',SS.O.An..```` 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 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. 9/22/2017 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 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, 4288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380--115774 SHEET DESCRIPTION: 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. TEF 10/11/13 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 8: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 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: SHEET FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA300(EXTERIORDOORS) 1:25 5 OF 6 MIN.EMBEDMENT (1 T/!1(� /JJ)TjfY� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V- (f'lYta�J(Ylll/UN BY OTHERS WINDOW SYSTEMS [ lr MIN.EDGE DIST. 1/4"MAX.SHIM -- SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 4 1/4"MAX SHIM SEE TABLE 1 OW W CWS.CC FLORIDA 34474 SUBSTRATE BY OTHERS ' r J, SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT + SEE TABLE 1 ■ ' SEE TABLE 1 ^/ 8200 PVC BY INSTALLER I! 11 INSTALLATION ANCHOR I`., (1 INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER SEALANT BEHIND II- 1= =+1' 1/4"MAX.SHIM ( i� )L ,:, / / SEE TABLEMIN. DMENT IMPACT FLANGE BY INSTALLER L �I �! / Z ¢Z O `! a 1- Ow0 'Wpm I 1 1.1_, PERIMETER SEALANT ALLER z w_10 <--.1-zUJ PERIMETER SEALANT � NSIDEBY TAND OUT 0 Z CO Z}O 3 m BY INSTALLER tLL I--W 3 F-}i 2 INSIDE AND OUT INSTALLATION ANCHOR Z z=2 SEE TABLE 1 0 O 1-O SINSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND BEHIND 0 z--"z Z I-7 0 SEE TABLE 1 -- FIN BY INSTALLER Z 0 C7 B 7 U- B HORIZONTAL SECTION C HORIZONTAL SECTION < F-Z 2 p O IL Z 6 TYPICAL FIN ANCHORAGE } < 01-F F Z- O TYPICAL JAMB ANCHORAGE < F • r�,. HEAD AND SILL SIMILAR FOR FIN INSTALLATION <ILI O O }j 0 n ZrnaU0-JIiI- 0 W~eL W3w� -1/4"MAX.SHIM a a D d SEALANT BEHIND ilir;P(*' ,�Iunnp» FLANGE BY INSTALLER "-O �,',NOREW 4/,� / } f ��G?,:",CEN4G�Qy��i PERIMETER SEALANT 1 j J• F�_ BY INSTALLER SEETA EMBEDMENT SEE TABLE 1 No 58201 :IN INSIDE AND OUT //J 7 * ;k= SUBSTRATE BY OTHERS r .V X 9 ..,.SE OF ..4.,.z... ... SEE TABLE 1 - I '�#..•<%5 OR 1 CI.\"��: MIN.EDGE DIST. J) SEETABLEI o� ,��S�Of,JA;EN��1 qO VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE El., ..--- air �I ' , .Z- TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. .� LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) RW 3/16" W TAPCON 1-1/2" 1-1/8" 39 # PERIMETER SEALANT 1239 JABARA RA AVE.A FLANGE HOLLOW OR GROUT-FLLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 INSIDE AND OUT FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" O HORIZONTAL PH.941-380-1574 SECTION FLANG /1b"tLI:U UL11tAl.uD1 t40.416----- /Z...:_2-16 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16'MN TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGEif+n uUXIQ¢rBF.. i 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR MN FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRLLING SCREW THRU 0.060" 7/16' TEF 1 1/8"ALUM.(6063 T5 MN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE KSI MN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-869 C 1/8'STEEL(33 -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. --_ SCALE: - SHEET - 1:2 60F6 • 1/4/2018 Florida Building Code Online • * QpicA OflPAR7MBNr OF c-1,`!Ali ..#,,,,,..:4-14.1i!-:44,,, tj } y` f t . f ;.�nsrness &yPr fessionaltRegulation� , , y, i '� d-,''d':.w"t s., . - y ..;., . ice 12'` .,":3,-.41.',4:-O P.' `w, FoxtrotOfde: A�oirrtaPit ]'IotingloNs'sC6 0.cSBBPrt 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 dFlorida ® r c' yS�'.0 Product Approval II r7 USER:Public User E i�'ZF'tc�,uui product Aooroval Menu>product or Aoolication Search>Aoolication List>Application Detail FLrcEOFE -,5 # FL16736-R2 TH ? .Y f' Application Type Revision Code Version 2017 Application Status Approved Comments Archived C 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 I kpine@cws.cc Technical Representative Jay 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 Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report-Hardcopy Received I 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 C✓ Validation Checklist-Hardcopy Received Certificate of Independence F 16736 R2 COI EvalReoort871C.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%211Zm6TgPohLz6ont0d5HABPugYUIX1zzFJrTCXA%3d%3d 1/2 1/4/2018 Florida Building 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 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.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,74"x 63",DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReoort871C.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT, 111"x 63",XOX. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-869C.odf 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, 111"x 63", DP+/-60 psf. Outer lite in FL16736 R2 AE EvalReoort869C.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. lOack Held Contact U6::2601 Blair Stone Road.Tallahassee FL 32399 Phone: ;50-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::privacy Sc a-nt::A - ibility Staten nt::s-fund Statement 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.467.1395.*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 Bele, Product Approval Accepts: Credit Card" Safe securityaMETRics• https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquBobl%2fIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d 2/2 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) 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 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 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871C, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-1A, -2, and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201, 202,203 '94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-871 C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • 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)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex (Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 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. 01,0 RE IV tit • �1<tV Q S�.•.� " v •a7;• ��e Lucas �.�: No .58201 Turner *: * 2017-08-30 -0: 16:09+20:00 roll S. STATE OF : u <Q •c P. ��'�'' 8/29/2017 10 0. ` a''��•`� Lucas A. Turner, P.E. ',rr`,�r�4NA E '�� FL PE #58201 GENERAL NOTES: �� HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED CriaWINDOW SYSTEMS ��, 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 751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74"MAX.UNIT WIDTH - 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER 33"GLASS DLO f 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04e01/09. I 1-4—r __ __ __ __ __ POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER I'I INFILTRATION TEST PRESSURE AND GLASS TABLES pill 0 ¢w o 0 -L -- - ASTM E-1300-04e01109. z w_J 0 z w w zOZ K--~ ii I I 1 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o H w§}0 }}O I ' IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR z z z 2 zd i% MA1/4" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0�0 Z a H N a FLANGE B B ANCHOR CALCULATIONS. 0 z ?-z-n to HEIGHT 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ OF z LL 2 p O u.0 REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT >- Q O FW..F-II 0 Z I I , UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT <F K a (/)(5) 0°) 3 63" I I . MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND It-I 0 0 D_'0)0 W Cl)w MAX FLYING DEBRIS. a z=- 0�O CO I- UNIT HEIGHT O X 0 W I-O IL 2 w>- i 59 9/16' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT o X a w SMAS re USED AT FIXED MEETING RAIL AND HEAD/SILL. D- I- a , HEIGHT ,L1"fi,,,,,,, I I 8.SERIES/MODEL DESIGNATION HS-8200. ,,,%PNOREW,f0, 5813116" I ' 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: :jG:•N,�OENS6'••.:A� GLASS I X=OPERABLE SASH,0=FIXED SASH No 58201 ". r DLO v8 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR * = I LOCATION. 2.<: 1 1 17.91.• STATE STATE OF .�<u: I I I ® 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. ''°i�'"F'�(O q 10�'a��,:4 C i I ,�'�,,oN A;Er,,,,� - _f_JZ._-- -- -- -- -- �I CfJ O A 5 LucasTurne �f— 33"GLASS DLO e --. .-- -.--- 365/16•MAX SASH WIDTH— r 2017-09-22 9/22/2017 13:58-04:00 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: ADE 10/10/13 GENERAL NOTES&ELEVATIONS 1 SECTION VIEWS&GLAZINGDETAILS....2MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG A: REV.: ANCHORSCHEDUL&NOTES 3USIONS&B.O.M - --- - - 74"x-63" - +/--60_PSF ____ LARGE MISSILE IMPACT CWS-871 C INSTALLATION DETAILS 5 SCALE: SHEET 1:15 1 OF 5 O e a m 0 INTERIOR 1900 SW 44WINDOW TH SYSTEMSAVE. eir[ OCALA,FLORIDA 34474 m m e a O e Owww.CWS.CC ,r AIM 8200 PVC I. �� :�� -II` 'I HOIMPACT SLIDER J Off:::-. ._. .-ii-57.ii 1,.11-11-: inn ifil Ii r g oWo .Woo 1I , 1__ Z WJa a_zW a. �- . W• ZOZ 2--1- it �Z CD m` © e e m O OHOci aW0,2 SECTIONB-B 0 121 c�m6zdF-COD' O 0 m NOTE:FIXED LITE AT HEAD �¢ I-z u_2 p O LL Z I_O AND SILL IS SIMILAR. a �OF—titz }= �1 OW l7�• zuji.fnOW(nW ED !Uiwi I ® as• a w ,,_ m -Jr-1:11 m 0,,11{1 lt,l,+.�'p O .--. ,,`,.• PNOREWrO. al I IAcy *• No 58201 '.1I11. HEAD IMPACT HOOK(TYP.) , Qj. MIDSPAN OF SASH ' : * •*= (ITEMS 35836) _ gib: :Cc 7/8'OVERALL w9 STATE OF :Lir:: 1/8'ANNEALED or TEMPERED S�O,`°A�..........° 4. _ INTERIOR I 7/16°AIRSPACE ,.k?*9 NA;sek., - 5/16'LAMI 1/8'ANNEALED ROTARY LOCK(TRI .000 DUPONT PVB INTERLAYER �� ONLY ENGAGED PRIOR TO HURRICANE FORCE W INDS. -1/8'ANNEALED r I 111 LOCATED AT THIRD POINTS It_1 0 I__I I X (ITEM 27) 9/22/2017 i i`` I / PURFECT GLAZE"H" ® —. © I SIKAFLEX 552 LUCAS A.TURNER,P.E. �rL q �"� q I FL PE#58201 e J■ a III Q I�`s-s.., 1 I !fir 1 1239 JABARA AVE. 0 ,0 ■ �, © 11�1 ,I 1� NORTH PORT,FL 34288 " -N11-12) � i PH.941-380-1574 , �.I II••j -J I Zf�� 1/2'GLASS BRE SHEET DESCRIPTION: II , o •.o GJ SECTION VIEWS AND I I -_-_- - - GUANEX DURASEAL GLAZING DETAIL SECTION A-A I HEAD IMPACT HOOK AND 0 ■ I IG SPACER DRAWN ADEBDATE: JAMB ROTARY LOCK LOCATIONS �I 10/10/13 1:20 DWGfi: REV.: SECTION C-C CWS-871 C ALTERNATE-FIN-FRAME __- - - - ___ SCALE: ------- SHEET h'SETTING BLOCKS PER FBC 2411.3.3.11 1:2 2 OF 5 • Cg iii ►i ir WINDOW SYSTEMS k --A 12 112•MAX.O.C.(TYP.) I 2 1900 SW 44TH AVE. -3'(TYP.) OCALA,FLORIDA 34474 6'MAX.(TYP.) i4'MAX.(TYP.) 8°MAX.O.C.(TYP.) r- h-3'(TYP.) SEE NOTE 2 1—SEE NOTE 2 WWW.CWS.CC 6°MAX.(TYP.)— I I I I I I I I 4"MAX.(TYP.) 71 _r 18200 PVC -- r -INSTALLATION I I I ANCHOR _ I I '=--INSTALLATION HORZ.SLIDER I I I 8' ' I ' ANCHOR(TYP.) IMPACT -- IMAX.O.C. (TYP.) - MAX.O.C. I I I I I I W ZOZ 0!_zH (TYP') I 0 I X I I O I X I 0 F-Q-WF.}Z0Z�= Z Z=2a lYWOQ O Oi-O •4 O O(Ah'Zd~fid z o 8—Zmv- Q r?�2Z001LO I ' I I I I re .4c -1Z-OZ Z _I ' I I I� I' Q Kg�}Do2 W L�WfgOW(AW I, a I-- I --I I ISI 1-- I --I—�l %'- - -- /, __ -- 0 _• ~O 0_i,- D. 1- 0- W 0. ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ..ti.uini!q4 ��.sPptOREWTi. 5 G 24.GP;,pBNSF•.",Y4i • . No 58201 ON Z* * •-*- I I;Q• 2 STATE OF :Lu, tl NOTES: ,#'siSiONA lS%%t 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 BE ,Y-- CONSTRUCTED 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 5. 9/22/2017 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 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, 4288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380--115774 SHEET DESCRIPTION: 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. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 10/10/13 - 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 TABLE1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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: - SHEET FMA/HAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 MIN. TYPICAL HEAD ANCHORAGE S E TAB EDMENT SUBSTRATE l 111 BY OTHERS WINDOW SYSTEMS - MR.EDGE DIST. 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS 4 - NH' 1/4'MAX SHIM [ SEE TABLE 1 OW W W CWS.CC FLORIDA 34474 SEE TABLE 1 / f10 J�' MIN.EMBEDMENT 4� ' SEE TABLE MIN.EDGE DIST. -- _iA r1412 S2OO PVC PERIMETER SEALANT SEE TABLE 1 BY INSTALLER + + INSTALLATION ANCHOR '�i '' INSIDE AND OUT SEE TABLE 1 �f/ ' ; MIN.EMBEDMENT HORZ.SLIDER SEALANT BEHIND r� :�i� IIID .111.1 �� SEETABLE1IMPACT FLANGE BY INSTALLER l —1/4'MAX SHIM1.I ' :11/.-=,..,..a PERIMETER SEALANT Z pal OO Q H O W PERIMETER SEALANT BY INSTALLER W Z O Z re.--1= F F BY INSTALLER .�!-- INSIDE AND OUT 0 Q i0 3}}O 1Z m INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 2 a q~ 0_ INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 U U cn O-Lj a w cn a SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND O Z-W Z Z F n y FIN BY INSTALLER ZZ OZOVlZDV OB HORIZONTAL SECTION C HORIZONTAL SECTION Q I--ly 2 O O LLZ TYPICAL JAMB ANCHORAGE O TYPICAL FIN ANCHORAGE re 2 g O i--t Z- HEAD AND SILL SIMILAR FOR FIN INSTALLATION QF O T j O f W zOw 0J(AI- o_ 0O WI-2 laiw� ii[lr-j 1/4'MAX SHIM d F LL fY 0. SEALANT BEHIND S Ir ,ti,auIIUt, FLANGE BY INSTALLER "r1( IV7 4� 1 ♦♦♦♦♦�P1yDREW T i,�, / / f f .`V"",,�GENg�GQti4�- BY INSTALLERTER SEALANT 1 jJ• r. _ BY MIN.EMBEDMENT No 50201 �: SEE TABLE 1 INSIDE AND OUT �*� k, :*= /V / -a' SUBSTRATE BY OTHERS V 1.0 STATE OF :��// SEE TABLE 1 MIN.EDGE DIST. JI ',-.4 O p 1 O ''''' SEE TABLE TABLE —� �',i�,IO1�A.Ep.`♦� OA VERTICAL SECTION TYPICAL SILL ANCHORAGE � ' �� Flo 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. 58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 11 39 #RAA PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1' 1" INSIDE AND OUT PH.941-380-1574 OD FLANGE GROUT FILLED .MI I nc r_am HORIZONTAL SECTION ( Tom( 2Fi6o-E666i ACC`s 1-1!" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: NGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"fIW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANG . • . -__ • -. =I :10 Wool : A •" : FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: 7/16^ ADE 10/10/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 7/16" CWS-871 C ___ 1/8"STEEL(33 KSI MIN.) _ _ DRLLINGSCREW 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" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: - SHEET 1:2 5OF5 • 1/4/2018 :4.,‘„?,*.,.... , e � L hiM +yFlorida Building Code Online _.o -_ -..1-5;',(t-K ,1Am-.f+a -nry_ -ba4g `A w.11 ,hi ^ v# tfxr40 .� 4 ;.`rw , 7 ' d' r- .A m,x 4s1....'11: .u, ? e{ - * A '' 1:iO3)/4" ,fAlt _ _ _. Business& Pro -mon. Re la __ � t ` u_ 4t tb ..x r _s ' a -1,F1., ,„” n FARpfm _ AtioU1`,:Plt 0 Os 41in31614C71Jd?R, 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 dbr a - i '''.}Product Approval USER:Public User Product Approval Menu>product or Application Sear h>Application List>Application Detail (0#1:6.0014E� " ' FL# FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived E 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 1 Technical Representative Jay 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 Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E 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 id Validation Checklist-Hardcopy Received Certificate of Independence fL16177 R2 COI EvalReport812C.odf Referenced Standard and Year(of Standard) $tandard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 1/2 1/4/201$ Florida Building 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 10/03/2017 Date Approved 12/12/2017 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 R2 II CWS-812C.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.Safety FL16177 R2 AE EvalReport812C.pdf glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes complies to ASTM E1300-04. Back Next Contact U9::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 Stat-m-nt::Accessibility Statement::)tefund 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 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 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 tam. Product Approval Accepts: 171 eCheak ;Credit Card Safe security',YI I:TRICS. https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBlPrafAGHlxlsgtjUObEAbzoQ%3d%3d 2/2 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812C August 29, 2017 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 51 7/8"x 61 3/4"unit size, +/-70 PSF,no anchors in sill 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 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 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812C, signed and sealed by Lucas A. Turner,P.E. 3) Test Report NCTL-210-3815-1A, -2, and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-812C. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 1 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. ♦�� ORE IV •"i,, .��C��'•V�0 E N SU Lucas -'. No 58201 P Turner - *: 2017-08-30 tr STATE OF :iv 16:1 1+20:00 %o% 8/29/2017 KN'•'• �`► Lucas A. Turner, P.E. 40#4,/ON'A„.`♦'` FL PE#58201 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: VISRylilJkum- 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS es., 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 2.GLAZING OPTIONS:(SEE SHEET 2) - 53 1/8"MAX OVERALL FLANGE WIDTH 8100 PVC - 51 7/8"MAX UNIT WIDTH 3.CONFIGURATIONS:"0/X". SINGLE HUNG 4711/16'GLASS DLO 4.DESIGN PRESSURE RATING: • IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 1 - - GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES P. a w p w 0 d -� ASTM E-1300.04e01/09. z z..a -1- t 63" __ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED E. 1-W?�z}O _ MAX T- T— IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z Z 2 7 Zd Ir w p O OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 I-O C•¢F F x Cl- HEIGHTFLANGE 0 ANCHOR CALCULATIONS. Z Z0 O ? F U U) B I B 2613/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ H p O IL Z DOSS NOT REQUIRED. K <3y0}FFLZ- F15 �ci F} 2 M I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w .. O K e7 0111 N w 661 3/4" I II USED AT FIXED MEETING RAIL AND JAMB. a Z=wa 0 JOco I- UNIT O wH0 w=ix� HEIGHT 1 8.SERIES/MODEL DESIGNATION SH-8100. a F o_ D a i 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: ,�S��f��gi,�� 1 I I X=OPERABLE SASH,O=FIXED SASH ��PNDRE W TC��i 303/16" 1 i I 26 7/8" 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `��GP�;•��GENgF.,�Q,y�,�� SASH I `, I GLASS LOCATION. ?� No 58201 1r. HEIGHT X I e DLO :*E .*_ ,` 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4'LOCATED 4"FROM BOTH ENDS. +t I + Q iv: STATE OF •44/` Ij i 0 �iy� �OR:Ora:<C 1 I - __ 1_ ,i,,ss/� RC1,,, Y 1 ��N,iii i,N'�� i LucasTurne s A r - 451/16" 2017-09-22 ..77- GLASS DLO 13:36-04:00 - - 48 3/6" -, 9/22/2017 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRRTION: 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 C ANCHOR SCHEDULE&NOTES 5 51-7/8'x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT ----- SCALE: INSTALLATION DETAILS 6SHEET 1:15I 1 OF 6 ato • if ,e,, INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC CD ® 1e © ®m®®® e m ��—n' �� 8100 PVC P �� ®r ��I� �,I't{{I 11 0, SINGLE HUNG I 1. iii pi(�F IMPACT CD , oki ii WW1 o o � i C• a p Woo aW8W in —l�•� •*!__ W zoz �k?t m �� I - - z z=''a woo e 1111 0 e e (Deese 0 O 01-0V f SECTION B-B Uo ziNzz��vai Z =O- NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, } ~¢ w =O? RIGHT SIDE SHOWS SASH SECTION VIEW. >. f O w ��wrnoLU W 2 ?—D. O-JO)I— 1 i,_ reo a I-. D- z 3 a m ., ee L�' `� INTERIOR `,,p .PNG S�•O,,moi L� fif�I O43 1-"--.71• No 50201 �L A tiii • A Ol STATE OF - I4r` ,4,4'SS, fONA,,,,, m ® - m m m Lt ® li'�' 1 9/22/2017 m , 1tr„ E SII o © idirTi{we LUCAFL PE#TURNER,P.E. 1u111L.I�� 1239 JABARA AVE. NORTH PORT,FL 34288 I J ' PH.941-380-1574 I I e SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 C 20,25-26,36-37,44,51-52,55-56,64,67-68 — - SCALE: SHEET 1:2 3OF6 . vw ,`,d1III11IIIf1,j, O CO co (, 0311BIH021d SI ONI SW31SilS p`4f:R•4( k:1. ,..• w N Z W v Z MOONIM WO.Sf3 JO NOISSIWil3d ...J4a'• %/OS E.. y r° U 110u- , 0 VD I V N311R1M 3H11f10H11M 31OHM :��:il, a i..-4'/:• i. w N¢LL ;; Ic • Wwi > _ V SV NO 1NVd NI NOI10f1OO Id3Ll .i;co N 0 00)1% o N c a^i, c,c0i 0 ,Wj 0. MOONIM WO Sf3 dO.112l3dOtld :10 o D * a O;•p` '\ I—a Oa m I- p ❑ N �0`� e- (9 2 31OS 3H1 SI JNIMVHG SIHl :Q:)Z Ins,;>pj�. ---." a Film 2� Z g co LT! c). co Z_ NI 03NItl1NO3 NOIlVW2lOdNl 3Hl '��Sy, ,•ky,�� ¢LL N Sa a Q 'm Q cci ry r)o CO IVIlN301dNOO ONtl.l21V131ildOild ��ip�ulluPO�,,,, z = m m U U CO 0 0 CO I L V' LL'Z ¢ m R w O W p oJ^ C7= Bic H 0. 9g Z F ��.ar/�j w vi mil �i o u5 W 11--. Z-, °�i'1 2 r r CO co m z o� _ �Wowolic, , C Z l Z CO 3 w z m LLV I ._, . �... 0 �m� IL ® CON . r CDM K a a. a. CO O N IT 0 1 0 J 9 ..c co Q a. @ �00 l T''' I ll� I a. = 73 J V J f^ 0 x Q a. �a� � a io • a rz - m eLu 1-.t , LL N > a OI 6 g t0 O t0 O QJ QJ I13 _D co 1� K K al io x Dal �„r,, _ o �41 . CO CO m 0 1 I I< x x z Oa < w wm CO CO 0 � d > I CO .4 ? 6 >0c.) .._...72. Z N a 0©©0 N_ ,._, l m Y CO V F ===. • . p I D vi O � 0 _ N N 1.._ co : C:02 .40 CO a x — m lip:.) w + la m to =E... 1--- w I I U 1 L 0 U Z C. a .� in 2 > r W W W a a7 m re ``co i•---1 iD r. O N w I- 0 y Z a5.>.>.5.E5,E5,5, a.5,>,5.E m mma, dG jjCjm jCjd wCCCC0E0CE. CCCS w U I adam . aEZ CO »» Q> Q » »»Q La 0) 0)CN Z /2 QQ �> QNQ>Qd I� C C C C NC C C C C C C N V L C T.1r.TNC CO 8COcoNra (a Q, aV 0-E Tcs COLi: re ixYYYYTYYYYYYYTV , co E O CWTmm m adE N.o.0d LCC 2 .1 Jg5 E E E AD aE 1Ex ay (17' C) >2222Y2Y2 2222pO,,? i22 f 7 mCOafY 2 Y i YICW m J . U, >,x dcv I- C7 _ o) I— E 1- L J ,t COO Q O o= c Y = x y a 2 m J d = LL~ . CN in e,Y . v Z U U U U V > - c, g la N a T-8 m Q »» U > U � mm d —U' x❑ yii cc' gWYI� 7 a D. Q >� >> C$). � F2 �Y2g 000La DD 0 j i) ~ m J LL. I_I_I_ a� am•y z j ..W j • . WIVCfQl5(.11„,.NDOW SYSTEMS ,` 6'MAX.(lYP) I I 17'MAX.O.C.(rYP.) Pi 6°MAX.(lYP)- 1900 SW 44TH AVE. ( ( ) ) I OCALA,FLORIDA 34474 -- -- —��-- - W W W.CW S.CC I I SEE NOTE 2 8100 PVC 10 1/2 I I MAX o.c. SINGLE HUNG crYP') IMPACT }-- 0 INSTALLATION ANCHOR(TYP.) I I Q Z <z . I I H o W° Q S W O Qco Ooz � m - -€MTGR,L oIx-o •axWO� w U 1-uu))a 4'(Tl'F') I I 0 z-7-Zh00) I I Q p?��QOu.0 _ — > a °w-x0_ X MAXO.C.10 1/2' _ L,„wu)0p�u)H (TYP.) d Z•=a D.O�rn —II_ 0 LLII axe} I . I:ea �3O. -- -- -- ��,,PNDRE,r'/T4�i _ W 4"�P') JGpe.N..ail.?' FG�P?cn�. 4°(TYP•)— NO ANCHORS REQUIRED IN SILL Lti No 58201 "A ANCHOR LAYOUT-(FLANGE) E. :CC= ^93: STATE OF :CU NOTES: �"4S12NA�6.:.° 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. 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 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 DESCRvrroN: 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. DWG#. REV.. CWS-812 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: -- -- SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE Criz(y o ■ MIN.EMBEDMENT WINDOW SYSTEMS e MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4'MAX SHIM111L SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CWS.CC SEE TABLE 1 (I' MIN.EMBEDMENT )' , PERIMETER SEALANT SEE TABLE 1 __ '��/ MIN.EDGE DIST. 8100 PVC BY INSTALLER ll /////;. / ' + + -.� SEE TABLE 1 SINGLE HUNG INSIDE AND OUT I i ,�O1-J. ❑=1;/;' INSTALLATION ANCHOR 1;■, SEALANT BEHIND i.;�; SEE TABLE 1 �L , IMPACT FLANGE BY INSTALLER I i�I L114.MAX SHIMNMI ' / a 3 Z 'I� < Z a 3 I- Owg awOpd �•- Z —, w QoZ}0dm PERIMETER SEALANT w F-w Z F- Z BY INSTALLER Z Z 2 2<CE w o O INSTALLATION ANCHOR INSIDE AND OUT 0 U�OF Z d I h a SEE TABLE 1 SEALANT BEHIND 0 Z C7 7-Z F-7 to FLANGE BY INSTALLER < -Z U N R U V F-w"2OOLL } aOw-x0? CONTINUOUS DOUBLE 3/16"BEADS OF B HORIZONTAL SECTION W g}1-U C Z pj 6 NTS TYPICAL JAMB ANCHORAGE F- F-}O O 2 TREMGLAZE U1600 SEALANT AROUNDPERIMETW O O K to O w v)w r Q S BETWEENE FRAME AND BUCK BY IR AT ALL INDICATED NSTALLER. a Z-MO- W O C.0 W 0 WI-0 0 I --....7.41.1 I -114"MAX SHIM 0- D- a SEALANT BEHIND _7 J FLANGE BY INSTALLER L.` .�•,,r10RE W,, PERIMETER SEALANT 1/ } `.JGt .��C£IVF•.'..ON: / MIN.EMBEDMENT . • No SB201 :� • BY INSTALLER SEE TABLE 1 INSIDE AND OUT r.*; * �F /f V + • t1' •G=am SUBSTRATE BY OTHERS— / / %90 ..,, STATE OP �1U2 SEE TABLE 1 r 4< •• ORtO.,e>.. MIN.EDGE DIST. J 0�us, .,,,,. , . SEE TABLE I —.— .... iONA r".... Oq VERTICAL SECTION rill 6 PICALSILLCHORAGE _R1 � _ 0 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS �� LUCAS A.TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 11 FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16°ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574 CONCRETE(2.85 KSI MIN.) 3/16°ELCO ULTRACON 1" 1° OC HORIZONTAL SECTION 6 BOX FRAME INSTALLATION SHEET DESCRPTION: GROUTFILLE 'a,0" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"11W TAPCONINSTALLATION 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.SOUTRER RTINC(t3=b55) 410.14AC00.SCRAW 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MN.STEEL STUD #10-16 HILTI KW IK-FLEXOR M FULL THREAD BAT 06/18/12 (33 KSI GELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C 1/8"ALUM.(6063-T5 MIN.)OR _ #10 GRADE 5 SELF-TAPPING/ FULL THREAD _-_PRODUCT ANCHORAGE IS IN ACCORDANCE WITH H REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: --- SHEET 1:2 60F6 ' 1/4/21518 Florida Building Code Online i. • k DIDA,DQPAI�TMONr ?F q �'>.q�'rt,,.t qv'; *v. .., r '.75.n r 'aA�-.'10 imp,SusiHess a e Pro essio a a e ul fon ,� I�' ; .**;i: «>� s�;' , -i I,t. 3`__. �x` ��.ri 4.'� a., ' r:1`. rEEPOiimsE ABOif*Pft RBFR:b1I(Ta d tS egt el't4r-g. 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 dFlorida - `ii_i fa Product Approval au USER:Public User Lura re rae Product Aooroval Menu>product or Aoolicat'on S-arch>Application List>Application Detail ►ol`CEog ills .Via: FL# FL11103-R3 .iiork ePit Application Type Revision Code Version 2017 Application Status Approved Comments Archived D 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 Jay 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 C 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 151 Validation Checklist-Hardcopy Received i Certificate of Independence FL11103 R3 COI EvalReport298C.pdf Referenced Standard and Year(of Standard) Standard I Year HAMA/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://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtteGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%315%315 1/2 1/4/2018 Florida Building 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 EvalReoort298C.pdf Config. include OXXO,OXO,OX,XO. Glass complies to ASTM Created by Independent Third Party: Yes E1300-04. Bacic 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 State.-nt::Accessibility Statement::Refund Staten, nt 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 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 ham. Product Approval Accepts: I ""IfM J itneck credit Card Safe securitymETRlcs. https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d 2/2 URNER1239 Jabara Ave. 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 61 G20-3.005 (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 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/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: • Maybe 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 • Maybe used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA#14-0916.111 • Requires Quanex(Mikron)white rigid PVC framing per NOA#17-0206.101 1 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. Ifuuoli ties',&DREW • ��<< 4.4%7Y:.•p'•** Lucas % No 58201 . • Turner : ; '*` Z� 2017-08-30 :STATE OF :CU 8/28/2017 16:05+20:00 1.o% .'�4``� �3Lucas A. Turner, P.E. a .�. \ �. `�*0It,,.iOhlA1a-0,0, FL PE#58201 GENERAL NOTES: CriagMI SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TOg III COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND WINDOW 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 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:"0)0(0","OXO","XO","Or 8900 PVC 4.DESIGN PRESSURES: SLIDING GLASS 41 314• -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT 111. G S I II II �� I ��. 96• TABLES ASTM E-1300-04e01109. MAX - -- - _1111; -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER HUNIT EIGHT II II INFILTRATION TEST PRESSURE,AND GLASS TABLES Z ¢Z 3 ASTM E-1300-04e01/09. O 0 x x o z w:;11600:1:F �"�w993X2" B GLASS B 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE p ¢ 3mHT 6 FOR INSTALLATION DETAIL EIGHT DLO � � WIND OAD DUDESIGN OF IRATION FACTOR Cd S PRODUCT.SEE EE6 WAS USED FOR WOOD ANCHOR Z Z w p OICALCULATIONS. UUQ 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT ¢ O U-vREQUIRED. > ¢ =O 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY a j 3 O O A WELDED. FW u� d'V})Ow cow 0 2 Z(WW O_JaoH 8.SERIES/MODEL DESIGNATION:SGD-8900. 0 wi II--0 W x R 14513/16 '- MAX UNIT WIDTH 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: o I- D 3 a MAX UNIT WIDTH 48 7/6, X=OPERABLE SASH,O=FIXED SASH. ,`,,au,,,,,11 PANEMAX L WIDTH rPANELWIDTH 10.SECTIONCALLOUTSAPPLYTOALLCONFIGURATIONS. ,��G 'P oENSFGQL'�,,� I " I 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. v t No 58201 .t r„.411---------71=—= 314II ~-GLASS-- -*: * *_ 1 96" DLO "O= ;cc. 96' LO -- MAX —-- -- -- VS11 STATE OF .:Cu: MALT UNIT HEIGHT HEIGHT ' t �iO�(cS614P-11 O F11'Pa.*.T O�C�`:i 93 1/2' 86 3/8"0 X 0 93 1/2" MAX D GLASS D 93x E 0 X E PANEL DLO �I PANEL LucasTurne 8 HEIGHT HEIGHT1:\ llllllllllllllll 0 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 DESCRPTION: GENERAL NOTES AND TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS CONFIG. MAX. UNIT SIZE IMPACT RATING GENERAL NOTES&ELEVATIONS 1 DRAWN BY: DATE: SIZE RATING SECTION VIEWS OXXO&GLAZING DETAIL.....2 )(QC__. 96"x 96" > ADE 06/03/08 SECTION VIEWS OXO&XO 3 DWG#: REV.: EXTRUSIONS&B.O.M 4 OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PS) LARGE MISSILE IMPACT CWS-298 C ANCHOR-SCHEDULE&NOTES- - ----5--- - INSTALLATION DETAILS 6 OXXO 191-1/8"x 96" scALE: SHEET 1:33.33 1 OF 6 08 ® e O- - -,,--,-F,- ,�� p 'QAs7O❑L_ J0❑Cat I� © 1117;-• I;I- Jl� ra C I� i� 0 0 = '!M.-_ 0 1 J Jam=- �, - a� e , 1 r .,-.1\r .. lfr, 0 ,SOL L., il baa C3 Tr_ era eeeeoee w ®® e O e fig.1 I 9 mim 0'zq. O Inip IU In NN O 1 A p 6 I..1711=117 li i e y mz o�- ' uu1iI1 ,I-- IF- mj '-I `� e o O.I��R�II�� IIIII�p �i mD cn 0 D ILJI� i!! e m, _ m w O 1:11 M e xo A yII 0 T 7 . ii\ GIA x Tc n r i 7 c:...p, f- _ , I in o 011I ' 1111111 . -_,._. 1 n , ..._ y _ D 1 H S S o rno rnG711 y m m2 <i 2DN rD > A m omoa o Fa °'m ZNco y LI,u.__. ms I 6i%^ ID I o P .' e .. ,.,.,1.„.„, 8 , ,, . A. 00 n a D Z m m Z r. �..,'�a,*,,,,,, PROPRIETARY AND CONFIDENTIAL G (/) g D o -2 N Cn 0 m 0--I-I m 'O x N D `��,�0''''''''',0_ O r ••S, 2p w N m < ,0 p c8i x 2 m rT-rn �. c� •• :9iP�, THE INFORMATION CONTAINED IN 0 003 0 `. O m Z 71 v L-v D fO *' �y��y o(,..\7.z11 THIS DRAWING IS THE SOLE 73- 0 co*o j< 4 Omm-, 1j =O:p n •o� PROPERTY OF CUSTOM WINDOW , p .01x z o �� z ��D�� F,--, .1,1 ix, )i) m zi C SYSTEMS,INC.ANY nj 'a=❑UEJ❑Z o o o si7Am-.1, 0 %_iiiiiim_ i A .Q90❑I 10❑D0 ° 6 o, m.K11 m... 0 �o II lil�, IL, eiti 45) ° ill[iji 1E4 e i o~ _ ••I i FIs_ 0 m r % In fl 1mo �� O o Tit, 11 _ z m .iunti . e ,I ® o 0 , l . Ai ° 1[(Di! =11, ,.. .ir,t1n, 9 0 4II.iL!J . 45 N rs z CRO 11_ • 0 o Lr��f, e Ox III 'I 111-1711 ii o„ ,dd=co 10❑ov. m m_ it z.. O- z9 _9' mw N Co 9 c. m * D z m ' z0_ C ��JOyd 1*`%�h� PROPRIETARY AND CONFIDENTIAL 0 Cl) 1 D o 8Z i,:, O < -� "' v-I ca m D ��g..• .•"••••tt�...' THE INFORMATION CONTAINED IN O 0 n• 55- W N RI — =2�cry � 5: i� - �� Z z a i'o'oil:, m ::-.Q.:..',y c(::::7A THIS DRAWING IS THE SOLE XI Z C m 0 co XC a �a m m c• N 1 -z 0 y 01 O: PROPERTY OF CUSTOM WINDOW , 0 0 _ OM Z D N _71.11) m * m z; - SYSTEMS,INC.ANY '� >D 21 Q G > O 9;, oo z —o J =r;73 0 i .,•, ,,7 REPRODUCTION IN PART OR AS A G). "' c)2 °� m X cn D r 1,-1 r �t � WHOLE WITHOUT THE WRITTEN D[ J w • [7 O A N m m 4�-Q,�� 111'.�,-t,�� PES STEMS,INCRMISSION OF ISPROHIBITED.USTOM W y A `\ . PARTS LIST FRAME CONSTRUCTION ITEM PART NO.DESCRIPTION VENDOR MATERIAL 515/16' (///qj_//](� 1 H-6042 FRAME,MAIN,SGD MIKRON PVC -►{ 1 5/8" al'N�gem e2 S-6040 THRESHOLD/FILER SGD MKRON PVC I8n -- / IWINDOW SYSTEMS 3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM �LJ —ttl I 0 1900 SW 44TH AVE. ' 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1 7/6' Iftftftftf tltltltlAAAA 211/16° OCALA,FLORIDA 34474 1/8' 1/8° W W W.CWS.CC 5 1-1-6059 PANEL SIDE RAIL,SGD MIKRON PVC 6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC t Q�^ ��❑�L� 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 FRAME CORNERS SLIDING GLASS 10 P-3142 ROLLER,TANDEM SULLIVAN STEEL —1 7/8"--{ 1 7/8"— `1 7/8'—{ SCREWED 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 D IR 13 P-3438 SKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 0 VENT CONSTRUCTION 4 Z Q Z 3 O 14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 0 5 p w 00 a z w 15 P-3539 #8 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC O Q tOi)Z}O D:3 m 16 P-3557 #10 x 2,HEX-IEAD,TEK FASTENAL ZINC 3 9/16' 3 9/16" 3 9/16' D H w Z F 3 _ 17 P-3752 CAP PLUG,1/2'HOLE M&M NYLON f 1/8" Z O O¢ W O O 18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC O 0 co Z a 1-cn a 19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 1/8" 1/8. lk, 0 Q O 7-Z 1-UN20 P-3792 3/4"KEEPER AMESBURY SS 025a 0?LL g z O O z 21 P-3793 MORTISE LOCK HS&D SS • hill IE 2 g O N U H Z vi 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 ~ 0 0 B iii 0 0 w O w 23 _ S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM W �'-co w y 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 a Z=a D:O 0 25 P-4295 FD D PANEL CLIP KEYMARK ALUM 0 _1-K o i y 26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 1/2, 11/16'-- I-- a 1- a ce a 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 2° 21/16• I ,,,,,,,,, 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM I f 1 1 518" �,,��NOREW��ii 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM a ® 1 �� P.••••• T �� 30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC I �JG ••��CNSFG¢yt � 31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213/16' �; No 58201 32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33/16' --1/16• 31116' 25/8" 115/16• -�" * �F- 33 GLASS(SEE SHEET 2) 1/8" 1/16° b: ;fc_ 34 H-6044 SCREEN CHANNEL MIKRON PVC 1/8" 1/16" :�: STATE OF .141?4,7 35 S-6045 SCREEEN ADAPTOR MIKRON PVC �1!,.6"F<,O R 1 Qp�j�� 37 S36 -1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM I RAFAB ��i JONA,,,, 38 P4366 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"—►j 3/4" 2" 40 P-4479 WEEP HOLE COVER SULLIVAN PVC I 2 1/8° I- 3 3/8' •'1 �•--►—5/8" 1/2° ® 1 a/8° ® 13/16"'--71-E-1/ 1% -———- � Bove I T� L 1/16" i J L t ally4- ——— 9/22/2017 3/4" 3 1/16" ROLLER TRACK-1930 L 1/16" _ —_ LUCAS A.ETURNER,P.E. 09 CD L SILL THRESH COVER-1764 L 39 JABARA #58201 PVC SCREEN ADAPTOR-6045 1239 JAAVE. NORTH PORT,FL 34288 PVC WELD SUPPORT-6046 7/5" z 1/16° PH.941-380-1574 51/16'=�� 1dO 43/8' I -23/16' 7/16" S/8° SHEET DESCRIPTION: i1 1/8 FIT Iii © CD BOM AND EXTRUSIONS 1 1/2°1 Q 1 1/4" J 9 1 s/1 s• LEI' 1/16• 1/16• 1 1I/8' r 1/16" it ® DRAWN BY: DATE: 1/8° FIXED PNL SUPPORT-1722 L 1/16' ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG#: REV.: CWS-298 C =,.:=C: Joo PVC GLAZING BEAD-6037 PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. - - -- SCALE: - - SHEET 1:2 4OF6 (///me�qq ,. o, 8"(TYP) Cli V OMel, 6M'X.PI—I I- - AMAX O.C. III4"RYP) IWINDOW SYSTEMS I 1900 SW 44TH AVE. I I I I I 11 I 1 I I 1 1 I I I I I OCALA,FLORIDA 34474 W -I / - WW.CWS.CC 6"MAX. I ' 8900 PVC 18°MAX.O.C. (TYP) SLIDING GLASS �- - DOOR-IMPACT z 3 az3 1= ❑wO 0W80 z - - o I--111-z mx o OF00a<woQ U Ocnf-0a- 17)a. - C cl 0 z-0nu)zz� v� SSI Oz00Z=VU I >" < OW02Oz - 2g 1-161=z,6 zMW O.JO)I- 40 tr ~0:a. w �m .....wum tPqi ORE W T„,,, I eJG'Pe'6ENSFG1$y4 _ - 7 \ / / �: No 59201 ."A I I 1 I 1 I 1 I 1 I 1 I 1 I 1 I I I 1 I I -*• * �•*E I I I S STATE OF :14:: 1:,0,:...A, �CHOR LAYOUT / �'�"p�s"44OR 1Q''c>$. NOTES: `` ,'I,�,1ONA;,a,,, 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 .0.-- 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 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 DESCRIRTION: 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 ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. 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 8: REI.: 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),FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS). SCALE: SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE (/'%�yf] 2 7/16'MIN. - MIN.EDGE DIST. �. `` ®uuD'• ,I, SEE TABLE 1 1/4"MAX.SHIM WINDOW SYSTEMS A j , INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 W W W.CWS.CC SUBSTRATE BY OTHERS SEE TABLEDMENT �,��/ SEETABLEI + + n 8900 PVC PERIMETER SEALANT 2�'-.1El��P .1/4'MAX.SHIM / SLIDING GLASS BY INSTALLER o(11It ❑ / i DOOR-IMPACT INSIDE AND OUT �� / 2 7/16'MIN. I- OWO OW-OINTERIOR w zOZ eGI-?O aco3}OrmINSTALLATION ANCHOR H W p O SEE TABLE 1 \�40 MIN.EDGEDIST. O O O ~SEALANT BETWEEN SEETLE10 U W 1-Ir Zd i_ aSILL RISER AND FRAME co Z 0OO -DO-I BY INSTALLER /` / < FSO-e 0 z, 1 PERIMETER SEALANT BY INSTALLER O F O FZ-O ZP IINSIDE AND OUT < z m }j 0 PERIMETER SEALANT !VII .1 �1 r SUBSTRATE BY OTHERS I- O O O O w to w ,• • `�, SEETABLEI - Li-INSTALLERto W O J O F- INSIDE AND OUT D- -ICI- D-'O O DO NOT COVER iOHORIZONTAL SECTION K I~CC w WWEEP HOLES All aMIN.EMBEDMENTa TYPICAL JAMB ANCHORAGED �- aSEE TABLE 1SEE TABLESUBSTRATS BY OTHERS , INSTALLATION ANCHOR �O�,,9.ts� w,Tc, ,• SEE TABLE 1 TWO ANCHORS PER ::JGP��.\CENSF�•;QY�•t SEALANT UNDER SCREW 2 7/16' IM MIN.EDGE DIST. FIXED CLIP THROUGH No 56201 .151. HEAD BY INSTALLER SEE TABLE 1 PRE-DRILLED HOLES :* A VERTICAL SECTION 1/4"MAX SHIM :"D" ;CC= 6 TYPICAL SILL ANCHORAGE y FIXED PANEL 90:.% STATE OF ;btu MIN.EMBEDMENT �•,4` c(O R 10..'' .•$ r SEE E 1 �•,iS'`S'''IVA"EC10,` TABLE 1:APPROVED INSTALLATION FASTENERS ,// FUXED PANEL SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12" k�--�UUU EDGE DIST. LJ SEE TABLE 1 CONCRETE(2.0 KSI MIN.) 3/16"ENV TAPCON 1" 3" "+'—'44 �� CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" II / HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITV TAPCON 1" 3" ❑ 9/22/2017 17 7/8• 11� HO as0) 316_"ELCO ULIRACO - • MAX.O.C. I�'u r LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"11W TAPCON 1-3/8" 1" it / FL PE#58201 2X ". •• -• - • -. ; 1 WOOD 1 0 > 1239 JABARA AVE. 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR 11 W FULL THREAD FIXED PANEL CLIP NORTH PORT,FL 34288 7/18" CLIP ANCHORS MUST / PH.941-380-1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" it BE LOCATED A MINIMUM \��1 - SHEET DESCRPTION: 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' 7/16" FROM ANY MAIN FRAME �I / GENERAL NOTES AND ANCHOR. ELEVATIONS FIXED PANEL CLIP ANCHORS INTO: II CONCRETE(2.0 KSI MIN.)OR 3/16"I1W TAPCON 1" 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) O HORIZONTAL SECTION ADE 06/03/08 - FDfi_D 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 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 • _ I CLIENT INFORMATION PROJECT INFORMATION CONSULTANTS, 0 • ,;w.�yrltl:;�:� 1599 Sa 506i If1E FLORIDA HOME IMPROVEMENTS - PAYLOR RESIDENCE (667N79) m 3044 SW 42nd STREET 5306 MYRTLE OR. Tra9L a m+9e FORT LAUDEAMLE,FL 33312 FT.PIERCE,FL 34962 ne[-8202.29-pyy Guam • ARG 12 WALL BUILD-OUT TO ACCOMMODATE NEW SOD @7 511->u-251E Fu EAISTNG 24 STUDS NEW TOP TRACK SEE NOV FOR FASTENING DISTRUCTICNS +U\az000rh\\ham EXISTING DRYWALL P.Tkl EXISTING PLYWOOD SHEATHING Ip■-'. Ff 51Fil EDSIING WOOD SIDING WRING FOAM TO BE PLACED INSIDE 11144t.OF 244 PRIOR TO INSTAL 1ATRON N4A'6063-T6'AWA.TUBE ATTACHED TO WALL 44414'SS WOOD SCREW 0 10'0/C STAGGERED Y(ALUM.PLATE,TRIM TO FR,ATTACHED PROVIDE(2)SS WOOD SCREWS 2'FROM ENDS) WITH(1)ROW OF/10 4 3'WOOD SCREWS 0 8'O.C. AND(1)ROW/10 4 114'TEK SCREWS 0 B'G.C. ®SIDE TRACK SCALE 11/4' I'-o' QOgM EXISTING WOOD SIDING =�: %i 140.77012 'C?5 `� /I EXISTING PLYWOOD SHEATHING ' =C)1 • OPTIONAL I% EXPANDING FOAM TO BE •FCORICP��•� EXISTING DRYWALL \I /' PPRIISM IN IDE OF 244 "^F`Sio�Ta\� ELOSTING HEADER ak/'%�, • p'/%I NEW 2n44Yi 6063-T6 ALUM.TUBE VATTACHED TO HEADER' • I . 1 w/114x44'SS WOOD SCREW 0 10'D/C STAGGERED III_:..I„. . PROVIDE(2)SS WOOD SCREWS 2'FROM ENDS) ILS hJ (4 ALUM.PATE,TRIM TO FIT,ATTACHED S� WITH(1)ROW OF'10 R 3'WOOD SCREWS 0 B'O/C ANO(I)ROW/1O 4 114'TER SCREWS 0 B'0/C 111111I' 1111 (PROVIDE(2)ADDITIONAL FASTENERS 0 INTERLOCKS) I1 111 NEW TOP TRACK SEE NSA FOR FASTENING INSTRUCTIONS ©TOP TRACK SCALAE 0 1/4'=r-0' St OF 1 • .3 0 S44, p 2? • J �a a g; . a:z¢`_ ' � k. Ea 5p.. Lyw .,!.�, 40 �, �;.Qo; g� c 1.1-.,:.CV LINwg woo bi PI .0, p 111" �"-' m 358 � .1 9K M8.4 i ^• .3w / I O i,¢ • lz a,nE �I_IL 4 Fn 3a 2 • o a Y P Y P p i ryL.Li ..... �.nmetem ]w F _ �P�, ir_: �- i1 a ..�. #�i4] I. a ► h! ao� _ ter— = --- -- 0 ome 8 Wok ��:_ - 8WIMOVSKIMAIMA 88 0 . .- . .g. Ib •. z g � t 8 o X83 • . J ax . C 3 i o lIt€ 8 S sZia 2 0 b gi gi k •2zz a.-03 2. 1"6H E . WY a' p ani �%� • 23cP a �Eti,....... Ci . 11 " ns ;% = ggP .9z pp6 8 -,47 T5110 2. • ,�® , il g� Bi� a i �DRi • � �3 w '''O- ��o � _�. 1