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HomeMy WebLinkAboutProduct Approval-Windows -single • Florida Building Code Online Page 1 of 2 -od,07 n t EI &CIS Home i Log In ! User Registration Hot Topics I Submit Surcharge Stats&Facts Publications ' RIC Staff BCIS Site Map Links Search kda iOar� (la Product Approval i, USER:Public User product Approval Mena>product or Application Search>Application List>Application Detail 4,1 FL# FL16177-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 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 Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the 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 d. Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R2 COI EvelReport812C.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/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 l II https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 1.0y... 1/3/2018 - I Florida Building Code Online Page 2 of 2 Sections from the Code I I 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 ummaryof Products FL# Model,Number or Name Description 16177.1 I SH-8100 PVC Single Hung SI-I-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R2 II CWS-812C.odf 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. FL16177 R2 AE EvaiReport812C,odf Safety glazing required on outer lite above 30 ft.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 'Back! 'Next' Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1.924 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,entail 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 entail 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 he made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem Product Approval Accepts: t*A1 iECgrutl CrediteCard ,Safe Ii https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10y... 1/3/2018 u• • URNER 1239 Jabara Ave. North Port, FL 34288 *h 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, 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 61G20-3.005 (4). This product complies with the requirements of the 611' 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 10l/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-8.12C. 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-1/8 Ann)inboard lite • Requires Kuraray (Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02 • Requires Quanex(Mik on) 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 6h 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. 1 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. W �it�►e�irersr� �N�`�.A1D RE r 7( 'r - : No 5 201 •:3 ir; :* O.• s•rA`rE OF •:4r•`: , •� $ 8/29/2017 '•/. ' t° ,ti ' C\��. Lucas A. Turner P.E. frrtr °NA t� FL PE #58201 GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACTCgagaig t 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS i-1 A 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 0 NGE OO PVC 3.CONFIGURATIONS:"O/X". 51 7/8'MAX.UNIT WID_-THJ,-- 4,DESIGN PRESSURE RATING: SINGLE HUNG 47 11/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04e01/09. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER . z I- INFILTRATION TEST PRESSURE AND GLASS TABLES 1 o w o ..O o 1 L:-- -- / — ASTM E-1300_04e01/09. w Z O_Z C- I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o „ 0")>z OF MAX r -T— IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 2-1 z z=I2 a K w O O OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 I-O,i<a.=F K FLANGE ANCHOR CALCULATIONS. 0 Z-co Z Z t~j HEIGHT 0 Z O(7 Uj O U- B I B 26 13/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE } Q z tL w O O GLASS NOT REQUIRED. K .M Q O I-I-H Z 1 I DLO 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANTw 0 ee 0 w 0 w Q I I USED AT FIXED MEETING RAIL AND JAMB. a z 2 nw. i 8.SERIES/MODEL DESIGNATION SH-8100. a IZ-•~d K nLliw.In 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: `+ L+�yCI- CC L X=OPERABLE SASH,O=FIXED SASH ++ < 1 1 ' e. `:.v....-‘.0 E r1 g••.."?4. 30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR MAX i ' 26 7/6" .^:9/ 1. c. •'•lr SASH " I GLASS LOCATION. z--4- No 55201 -�- IIEIGIiT ,Y` I DLO 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. -*' * ' 8 9Q STATE OF `V I 4LI? I I f,'�SIaA���+�,• - ' -- -- -I�- '� 0+- ASI .--- 45 1116' -..__......_. GLASS DLO - 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 DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL 2 MAX. UNIT SIZE IMPACT RATING - DWG ti: REV.: SECTION VIEWS 3 RATING 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: SHEET INSTALLATION DETAILS 6 1:15 1 OF 6 WINDOW SYSTEMS rip 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W WW.CWS-CC 8100 PVC SINGLE HUNG IMPACT • z azo I- ewo 9,W o Z zoz w,F- 0 - g QInII 5r0W�m 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ZO ZO N O a Q w o O 1/8°ANNEALED OR TEMPERED -- - 1/8-ANNEALED OR TEMPERED U U-W?a F-D D. 7/16'AIRSPACE - 7/16-AIRSPACE Q R Z 0(9U 2 2 p,U . ! - 5/16"LAMINATED GLASS - 5/16"LAMINATED GLASS r 2 Q WO I-O I=-O Z 1/8"ANNEALED -,- 118"ANNEALED _W OLL W co 0 W O W 0_ zoW 0_1(01- -- -.090°PVB INTERLAYER BY DUPONT - 090-PVB INTERLAYER BY DUPONT a. =H w OZ COoc --1/8"ANNEALED -0- ^-1/8"ANNEALED a l- 0_ cf pw, ,,.' QUANEX DURASEAL ^� QUANEX DURASEAL10 SPACER j111it��i p 47-PURFECT GLAZE"H'OR SIKAFLEX 552 I, `J PURFECT GLAZE-H"OR SIKAFLEX 552 ; � ';.........°T(f^�� --�.. / ti�C No 55271 "'''. 14 - 1/2°GLASS BITE . .in 1/2"GLASS BITE L*? *5 f % r rap • 1.o. STATE OF io 71 ® r i•••rS,9(ONA"it�0... , 111 FIXED LITE SASH LITE 2- 9/22/2017 LUCAS A.TURNER.P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT;FL 34288" PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: BAT 06/18/12 DWGu: REV.: CWS-812 C r'SETTING BLOCKS PER FBC 2411.3.3.11 SCALE` SHEET 1:1 2 OF 6 Ctlagegffi INTERIOR WINDOW SYSTEMS [� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC ® 31 2i 53 38® c(�I(cf) a /0 I �_ 8100 PVC 1 � II ® (�1�.'�'I '' SINGLE HUNG IMPACT .o um 11117.- Aimi ._..,..., iii ! �11 1 1 1'. a z hLHh . � O 14 � 2 z. < O`O p m si mm 66m I 4 O 01-0 •a=�fy U D. SECTION S-B p Z_v~izz�j�_ 4..__.. Q 0`-'-'6-D0- )4 V°z 7O w U J NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, > ¢�u w O=O? RIGHT SIDE SHOWS SASH SECTION VIEW. cc 2¢o I-t z o_ 1��c}owi(w = (X m ® j ® 0 _~0 w=,,, 40 ' � n� D. , n. anw. �� -27 26 ,```�,,iORErrii"h, In " l �. P ..». T o J L '�I' I Q INTERIOR Gp`':��GEtJSGP��,% (t obaM.I X48 No 5S201 �'�'.4 ill8 L. ' .13% STATE OF :`V ',i4v t13R0Pper`,: m rr m ( "------- -- � ' I'll l ® 9/22/20170 13— -r�,-, LUCAS A.TURNER,P.E. —— —©- IlIl °��,.mm FL PE#58201 1239 ABABA AVE. �..a�. 330 .- --�.r,_...� — - NORTH PORT,-FL-34288 -- -— .+O ow PH.941-380-1574 i 0 SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG x: 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 3 OF 6 PARTS LIST FRAME-CORNER- ITEM PART It DESCRIPTION VENDOR MATERIAL 31/8" CONSTRUCTION CUOMO.,_ 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl �� 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl $ I 1 --1 15/1 --1 2 9 is I WINDOW SYSTEPIS 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl r 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl .. © -Er0 OCALA,FLORIDA 34474 6 S-1577 Impact Hook Keymark Alum © 1 10 I WWW.CWS.CC 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 2 11/16' r� 1 5/8" ( j 1 5/8' 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum �' .___._,.......0.....g. 1/16 I I 1/16- 8100 PVC �L= .S_ ..-1/16" CORNER WELD 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl I S 1-...................-........-..... --� (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl r I 1:8 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Sem.Adapt.,w/Nib,PVC,Hodz. Mikron Vinyl _� ¢ Z <Z 19 S-6014 Sem.Adapt.,PVC,Vert. Mikron Vinyl 1/2"-- ..�.� P o w O ¢w o w 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3/16" _ C 3 -I w z O Z CC--1- 23 H-1699 Reinforcement,SBR Keymark Alum 7/8" 1 ��,_ o F W Z O W�y 24 P-2190 Balance BSI 9/16"- ® Z Z 2 <m w O 25 P-3059 Sash Cam,PVC BSI Plastic O O 1-O,j<2 i_D: 26 P-3046 Take Out Clip BSI SS y 1 5/8" 2 Va' 1/16" O Z Z z F(/) u) n FIXED MEETING RAIL I-- 27 P-3783 Lock,Impact,PVC Interlock 1/16" U I 1/16" I SCREWOEUTERFRAME D TOGETHER VJITti Z� O Z U Oj Z O U V If t-ZOCOZ0u-Z 28 P-4069 Keeper,Impact,PVC Interlock Zamac I 1:8 > < 0 -=O- REINF.,IMPACT HOOK-1112 IX 2< r F-L Z 30 P-3215 Weep Cover w/Flap Gaer Plastic H< Er2 r} >O grn 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 111 Cr v1 0 w 01 w 37 P-4638 #8 x 2-112 PH Mod.Truss,Type A,TEK 2 Fastenal Steel Z M a- 0-1(01- CL O wF-0 D.211> 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/1s"�{ 9/16" I 1 1l8' 2 a- w 0 w rn 39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel H 1/2" 1 1/8" 5/1 s' a . a 2 w 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel } 0 I r '`-Q �`µtrrrrtlUr,rr 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" /} T m 1 5/16" -� r ® 0.% OREWq 4 45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16" 1 - 045' F .-1/16" ±�`7y1LC' �jS TGg i..-.-.-1/16" 1 h G..•�. 46" I,�-. 47 P-3438 Slkaflex 552 or Pu feet Glaze"H" Sika/Henkel Z.1§ t< 48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 z"--./ No 56201 .'P 51 P-3881 Temporary Lbl.(NFRC/DP) `*: * - 52 P-3613 CWS Lbl,(logo) Pro Label 53 Sash SEE SHEET 2) GLASS 3/4" __ 'J8 f 1/4" ... : STATE OP :10:: 314"- - 4 54 Fixed SEE SHEET 2 GLASS 3/16"1-4--@ /16"� } `�—fir 6) - !r� �OtF"fitOR}pP .��� 56 P-3281 Spacer Duraseal r — 73 15!116" ill 1/16" 1�" 7/}-1 ,i";sS,OI�L'rt Ie�t`";62 P-3218 Screen Frame,Hertz. Allmetal Alum i 1/16" L_�� nri-C) 1/16" 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 64 P-3321 Screen Frame Corner Key Allmetal Plastic 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass ' 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl --- 67 P-3029 Screen Pull Tab Summit Alum 8/22/2017 68 P-3033 Screen Spring,SS Fl.Screen SS -- ______ - 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 -H-1836_Alum.Fixed Rail Keymark Alum _ 7f.3/16 FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl -- - - `pt f.0 - _ 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORTTFL-34288------ PH.941-380-1574 74 P-3541 #8 ii 1/2",Pan Head,TEK Faslenal Steel 1 5/16" 1/2" SHEET DESCRIPTION: 1 LINE ITEMS NOT USED: 5" 316" 10 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 I I 3" -{ BOM AND EXTRUSIONS 7/5" 1116" �p ., ?*u".. j 1 SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG:!: REV.: CWS-812 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 40F6 • - — -rgaggallffiVi WINDOW SYSTEMS 1900 SW 44TH AVE. 6 MAX.(TYP.)-1 ) I I I OCALA,FLORIDA 34474 WWW.CWS.CC -I— Ii SEE NOTE 2 8100 PVC 10 MAX.IO.C. I I SINGLE HUNG ow.) IMPACT I_ O INSTALLATION ANCHOR(TYP.) 1., I Q Z ¢z0 I I- O w O Q w 0 0 — a 20Z CL--I- L u. 14-w5zt-?fix AaGRAIL O OFOaQw00 — z ii U-6 "(TYP.) I I 0 Z�j-Z -VU) I I Q p-LL2ZOOOu o . ? < wQ20_ F=Z X — MAX.O.C. - Z�)W H O-1 co H (TYP.) d I_ co C WF ° WOw> `r Et 1— D- F- d C d O'''NORE 4Y' ''0 4"(TYP.) NO ANCHORS REQUIRED IN SILL. - - No 85201 %.-P r. r.k: ,k :*t. ANCHORLAYOUT-(FLANGE). • STATE OF ••W f�i�„.7 ..0 9 1 Q P 0••s NOTES: '��`SS1ONA. CL```` 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. f 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 __ O 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 DEscRirrioN: 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: BAT 06/18/12 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 TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 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: SCA1_E: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANJDMA 250(BOX WINDOWS),FMA/AAMANJDMA 300(EXTERIOR DOORS) 1:15 5OF6 , llugTYPICAL HEAD ANCHORAGE �' a/E(.l.lS!/ rip _ MIN.EMBEDMENT WINDOWSYSTEMS MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 1/4"MAX.SHIM—7 SEE TABLE'? OCALA,FLORIDA 34474 UBSTRATE BY OTHERS - _........._.. _._.____._._..._..__.r ..._........ . WWW.CWS.CC SEE TABLE 1 I MIN.EMBEDMENT A PERIMETER SEALANT , ' SEE TABLE 1 —.— MIN.EDGE DIST. 8100 OO PVC BY INSTALLER (? SEE E I ABLE 1 INSIDE AND OUT ��, Al SINGLE HUNG I) ---- - INSTALLATION ANCHOR tko : rp SEALANT BEHIND ,..„.4m.:,:./41. SEE TABLET �jM' • IMPACT FLANGE BY INSTALLER MAX.�---1/4" SHIM I M'I imitil ..... Q Z ?„> Qz_5 1 co r il am,Ili 1 I- owo 0 Z L. Q �w st W ZOZ LCc�f= PERIMETER SEALANT U- I-W Z F- 2'S BY INSTALLER z Z 2 2¢D_W O O 4 INSTALLATION ANCHOR INSIDE AND OUT o0 o , • Z-,_ a SEE TABLE 1 SEALANT BEHIND O Z-ti) Z I-.D m FLANGE BY INSTALLER Q OzOOZo00 ;L } Gpw-QOZ ED HORIZONTA_L_SECTION g I-8 ~Z _ --CONTINUOUS DOUBLE 3/16'BEADS OF -- - ----=- Q D;C m O N co ' 'T'REMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE W 0 0 W z W PERIMETER AT ALL INDICATED POINTS D: z W O J 0)I- 0 - 1 BETWEEN FRAME AND BUCK BY INSTALLER. a0 -I Lur-O R 00 } WIWN -1/4"MAX.SHIM .SEALANT BEHIND IPPuI,: V,•N muutt% FLANGE BY INSTALLER ���% -L' �, - ,i`, ORF 7..4, ` I I ._ ._......__ fi I C P:'1Gktd3 ¢ p PERIMETER SEALANT .:J�,: •L $�'.'yt4 BY INSTALLER MIN.EMBEDMENT ��" No 55261 -1 SEE TABLE 1 4 INSIDE AND OUT A 11*; * ,,,z,.... :".131, STATE OF `V SUBSTRATE BY OTHERS "�4"C'..X' t1V;"..i SEE TABLE 1 -- --- I MIN.EDGE DIST. ' SEE TABLE 1 — ,�"II,r/O/A tOrtt`t, ^, SEE VERTICAL SECTION ■ 6 TYPICAL SILL ANCHORAGE I imimommom.. MIMI �� '� ,I 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS .. ! LUCAS A.TURNER,P.E. I SUBSTRATE-T_YPE----__.—___- ANCHOR.TYPE_ _—____—___ IN.EMBEDMENT MIN..EDGE.DIST. ___ _ ___ __ 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 OUT AND HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDEPH.941-380-1574 C HORIZONTAL SECTION CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SH ______ EET DESCRIPTION:- GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X N1lN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR ITW FULL THREAD BAT 06/18/12 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" " -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG C: 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 7/167116„ -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 60F6 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT CouNTY ,z BUILDING AND CODE REGULATIONS DIVISION F L O R I D A._. 2300 VIRGINIA AVE ',111111111111111111111111111111111M • FORT PIERCE,FL 34982 (772)462-1553 Fax(772)462-1578 PERMIT RENEWAL REQUEST PERMIT NUMBER:WM% ADDRESS1�, COQ S �ZURil d �C4'('ct'titc , r1G( �C\ 1, IU S . / 1N t o CVC. 1&�am re nelst�mg/that the above permit be renewed. I understand that I must,schedule and pass all required inspections for the permit to be finaled. Further, I understand that this is a ONE TIME RENEWAL and the permit shall expire should I not receive a passing inspection during any six month period during the renewal period. Justification UQ'('n'Q(M\`(�MM, Ce4V *4° ' Ja (!t5 i1ck •WNER/BLDR OR CONTRACTOR SIGNATURE DATE Vt\W,\ muto(\) C�eX�C�'( ; Print Name STATE OF FLORIDA COUNTY OF 5 `(� ACKNOWLEDGED BEFORE ME THIS S DAY OF V\ ,20 L I BY P(1Ot ' f QUe\\Cc 1'I �$I S ALLY KNOWN TO ME ,OR HAS PROVIDED cer Ubi CC4 AS IDENTIFICATION. STATE OF FLORIDA,County of CJ Lkk.c tom- e( -U SIGNATURE N TARY SEAL G& Flooi --------------- ----i . - ---------UGH ------ FOR OFFICE USE ONLY: ELLEN VA N ^� State of Florida•Notary Public #= Commission # GG 270070 Number of Open Inspections: =; ' i' `� My Commission Expires Total Insections: '�Pii� P bctob®r 22, 202.. (Divide open by total to get%of open inspections) Percentage: Original permit fee: x%open = $ Renewal fee Example: [15 divided b'y 23=.65(%)] $175(permit fee)x.65=$113.75(renewal fee) Revised 7/21/2014