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Home My WebLink AboutProduct Approval � I • ' I ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED q Date: Permit Number: O 0 3- s. : J. _ r O � Building Permit Application Planning and Development Services I i i± Building and Code Regulation Division 2300 Virginia Avenue,Fort Plerce FL 34982 j I' Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential X I PERMIT APPLICATION FOR: ! I' !. I Address: 430 WOODCREST DR.,FORT PIERCE,FL 34945 I Legal Description:ORANGE PARK S/D BLK B LOT 10(1.04 AC)(OR 1142-848) r I 1 I Property Tax ID#.2308-501-0023-000-6 !l Lot No. Site Plan Name: I' I Block No. Project Name:PAT&MELIISSA PRESUTTI 9 Setbacks Front Back: Right side: Left Side: I j -1 4 _ Y - y `l^�' Y `i "i`4fk..!',- �h.. Idr''.e�s. !-- S ✓ 3 -: rS :. '"'S •t .x'.--'•:,, r d t A 6, z r uF r' a'"� F r 3 ,-.1 t. � 7n ,�' "`x s r� x ' .,.....�.;._a:•�,sts+s.%3,.-„rr-c_,•,r...v-i: .,.>r».J.ex:1'?,.�... t.:,. .5�..;..:rr....;3�.;r_-.'-,.`>...._:n.t. ?.=c �.c'tsn'- �C' 4 RepIace 25 Windows _ - - •-rT�*�a 3x'i.rr~-s- �, �kP :;-�..�•.a-�.e'a-r xr-�w s _s� ez, tL J �� - � � F '3�e CQ1R (INCNFfl7fON5' SX IJY CZ �A� Tg T�3C8� 7 ? 4 l?a R Add3�f a4 yvk 4 _-,.c`.:r ..�:..i.�,i. rtz,.::s_51.:s'„"21�"s��... °..� �r..:..��k.. a';a-`.m�,mr :��'�'�F1�;.F'7��X�,.; ,'^�SC�..�i...`�,u:.rn. ..i'� `4r:;,:Tc z �z:�•� '�'•�s�.:"1�0 rtiona I work to be*Dertormed under tis permit—check all=apply. CIHVAC Gas Tank ❑Gas Piping _Shutters a Windows/Doors Electric El Plumbing Sprinklers 0 Generator Roof Total Sq.Ft of Construction: S .Ft,of First Floor: 15000 I Cost of Construction:$ Utilities: Sewer Septic Building Height: 011tifN EI/LESSSEn s CORA Q �� 4 � ,, ✓• Z 4 Y,ni` M g f 9 `•r .ur:3 'ay f ``' ,•Y ' _.✓Sis.r. �..�3,ihr� Name PAT&MELIISSA PRESUTTI Name:DAN BECkMk' Address: 430 WOODCREST DR- Company:PARADISE EXTERIORS LLC City: FORT PIERCE State: FL Address:1918 CORPORATE DR Zip Code: 34945 Fax: City:BOYNTON BEACH„ Stater Phone No. 772-216-8390 Zip Code:33426 i „ Falx• E-Mail: Phone No, 561-732-0300' Fill in fee simple Title,Holder on next page(if different E-Mail:paradiseexteriorsIlc(a,s:mail.com from the Owner listed above) State or County License:SCC131150472 If value of construction is$2500 or more,a RECURRED Notice of Commencement is required,i' ' i I' MIN.EMBEDMENT 9siomm TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBYOTHERS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 114"MAX.SHIM SEE TABLE 1 WWW CWS.CC MIN.EDGE DIST. SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 PICTURE WINDOW - '- INSIDE AND OUT--- -- MIN.EMBEDMENT A - -- - --- ------- ---------- - -- -`- - -. ., - -- --- - - -- - -------- ---- --- -- - -- -SEE TABLE-1- ---- - - ----IMPACT--- SEALANT --IMPACL- --- - SEALANT BEHIND 0 FLANGE BY INSTALLERn Q 1/4"MAX.SHIM _ � Z_ Q - -- ----------- ---- ------- ----- ----- - - -- - -- - - U -- PERIMETEREA Z OWO IwI- 0 - ---_ - --------- ---- -'- ------- ---- -- -�-- --- - ES SEALANT W.��---F=Z-W---- _. PERIMETER SEALANT BY INSTALLER -_-- -W Z O Z -- BY INSTALLER INSIDE AND OUT 0 LL F W§Z oft 3 m INSIDE AND OUT INSTALLATION ANCHORg Q m_ SEALANT BEHIND- SEE TABLET O�jaF�a Z= FLANGE BY INSTALLER - -- -- -SEALANT BEHIND - -� -Z.�.y Z Z F-7 0- � FIN BY INSTALLER Z O Z U uj Z D 0- STALLATION ANCHOR © HORIZONTAL SECTION ! C l HORIZONTAL SECTION Q H- O tl O SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE S TYPICAL FIN ANCHORAGE a I FW-p F;-Z Z HEAD AND SILL SIMILAR FOR FIN INSTALLATION F>c)-O ui ?—a p wr0 a�� Of It w a. w�a (��N(J 1/4"MAX.SHIM �� gOREW'9, S�LAN BY HINDINSTALLER 0 ,`O(*�;.y�OENSE v: No 59201 ERIMETER SEALANT YINSTALLER MIN.EMBEDMENT *" * •i< fl: �� INSIDE AND OUT SEE TABLE 1 t STATE OF UBSTRATE BY OTHERS ��..S/O•• SEE TABLE 1 MIN.EDGE DIST. NAL SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE O zz TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE fik.EM DMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON -1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" 8Y INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT \ PH.941-380-1574 /1 HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" a BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1118" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1318" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT!KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16' 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. CWS-159 E FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW TH 1-0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET T FIN 2X MIN.SOUTHERN PINE(G=0.55) iJ8 WOOD SCREW 1-112' 7/16' SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 I I � T Florida Building Code Online Page 1 of 3 ' I 77 I ' I ' n c u o 3 . BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC'Staff.3 SCIS Site Map Links Search I Hadda ;` llc`l Product Approval I USER:Public User p'' z 1 .. �:`'-s Product Approval t4enu>Product or Application Search>Application List>Application Detail , FL# FL15780-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ! I' Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway 5treetsboro,OH 44241 i' I (330)528-1136 PLangan@soft-lite.com i Authorized Signature Vivian Wright rickw@rwbldgconsultants.com I�I I Technical Representative ff Address/Phone/Email i Quality Assurance Representative I Address/Phone/Email �' Category Windows ` i Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !. Evaluation Report-Halrdcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report i Florida License PE-43409 I I Quality Assurance Entity Farabaugh Engineering and Testing j Inc Quality Assurance Contract Expiration Date 12/31/2018 I Validated By Ryan 1.King,P.E. (i Validation Checklist-Hardcopy Received I, Certificate of Independence FL15780 R7 COI (a)Certificate of Indeoendence.Ddf Referenced Standard and Year(of Standard) Standard I Year AAMA/WDMA/CSA 101/I.S:2/A440 : 2008 AAMA/WDMA/CSA101/I.S2/A440 I, 2011 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 I I 2006 ASTM E1996 2009 TAS 201,202,203 1994 ' I , Equivalence of Product Standards i Certified By I I Sections from the Code I' i https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEV X6wtDgt3'e 1 SAI1nEO W... 1/3/2018 I . I Florida Building Code Online Page 2 of 3 I , I , i Product Approval Method Method 1 Option D I , Date Submitted 10/07/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Windowl-(X/X Configuration) Window Limits of Use Installation Instructions' Approved for use in HVHZ:No FL15780 R7 Il (a)Inst 15780.1.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party':Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R7 AE (a)Eva11,15780.1 IDdf additional use limitations,installation instructions and. Created by Independent Third Party:Yes product particulars. I 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung;Windovi-(X/X Configuration) Hung Window I Limits of Use Installation Instructions' Approved for use in HVHZ:No FLIS780 R7 11 (a)Inst.i,780.2.Dd( Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent THird Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 1.5780.24)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hund..Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions' Approved for use in HVHZ:Yes FL15780 R7 III (a)Inst 1-5780.3.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R7 AE tbLEva,1,,15780.3.odf additional use limitations,installation instructions and Created by Independent iThird Party:Yes product particulars. 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hurig.Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 11 (a)Inst'15780.4.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.,E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.4.odf additional use limitations,Installation instructions and Created by Ind ependentlThird Party:Yes product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung;Window-(X/X Configuration) Hung Window f I Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst15780.5.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,NE.43409 Impact Resistant:Yes Created by Independent;Thlyd Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.5 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.6 f.Series"Barcelona"Model"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level "C"-(X/X Configuration); ' Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 11 (a)Inst 15780.6.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,KE.43409 Impact Resistant:Yes Created by Independent Third Party:Yes i I, I i I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 1/3/2018 ' I Florida Building Code Online Page 3 of 3 I I Design Pressure:N/A Evaluation Reports Other:See INST 15780.6 for Design Pressure Ratings,any FL15780 R7 AE I(til EvaI 15780.6.vdf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15780.7 g.Series"Barcelona"Models Extruded PVC Double Hung)"Impact"'Window,Missile Level "DH30I"&"DH30PI" "D"-(X/X Configuration) j Limits of Use Installation Instructions,57 Approved for use in HVHZ:No FL15780 R7 iI (a)Inst 180.7.udr Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E!43409 Impact Resistant:Yes Created by Independent Third Party':Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.7 for Design Pressure Ratings,any FL15780 R7 AEI(b)Eva'I]�5780.7.Ddf additional use limitations,installation instructions and Created by Independent Third Part-Yes product particul rs. I ' 15780.8 h.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,High Velocity "DH30I"&"DH30PI" Hurricane Zone-;(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 11 I(a)Inst 15780.8.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.8 for Design Pressure Ratings,any FL15780 R7 A[ (bl Eval�'iS780.8,pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.9 i.Series"Barcelona"Models"DH30" Extruded PVC Dduble Hung"Non-Impact"Window-(XIX &"DH30P" Configuration) Limits of Use Installation Instructions" Approved for use in HVHZ:No FL15780 R7 II I(a)Inst 15780.9.pdf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i' Other:See INST 15780.9 for Design Pressure Ratings,any FL15780 R7 AE (a)Evai 15780.9 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. I' Back Next Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.CoovdOht 2007-2013 State of Florida.::Privacy Statement::Accl ssibllity Statement::Refund Statement I Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic mall 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 emalls provided may be used for official communication with the licensee.However emall 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'publlc.To determine If you are a licensee under Chapter 455,F.S.,please click here. ` Product Approval Accepts:j i Credit Card Safe I � ; I i i I I I ' I I I ' f i I I ' I !i' I I 1 I ' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e1S IInEOW... 1/3/2018 I i I� I I YO PARADISE EXTER. 1 , JR, IS "Building Our Quality Reputation. One Customer At A Time" SCC131150472 + Property Information Building Information Owner: PAT&MELIISSA PRESUTTI Wind Zone: I ; 170 MPH. Address: 430 WOODCREST DR. Exposure Category: ! C FORT PIERCE,FL 34945 Minimum Building Dimension: 147 ft. Mean Roof Height: 12 ft. Risk Category: ! II � I Design Pressure Calculation`s Opening Location Device Device Device J[ jMax Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 63 29 7 i 37.2 -40.4 ....._._--- - ... .. ..... __._...... -.._ --_.................. ..---.... ........ .._ __..__ .......---._. _....: : -- .._._ _.....-.-_. .... - 2 Int 18 61 7 37.8 -41.0 --...._....-...---- --............................- -............................. --....__._...._.- _..........----- 3 Int 52 22 737.;8 -41.0 - -- --- -... .... ............................. ..._..................- __.......- - 4 Int 52 61 7 ; 35:9 -39.1 -- _ ----- _ 1......--- 5_ Int 18 61 7 I' 37:8 -41.0 6 Int 36 61 7 I' 36.�'8 -40.0 7 Int 46 _ 20 7 I 37!8 -41.0 8 Int 25 61 7 37;7 -40.9 ............. --. 9 Int 25 61 - - 7 I 3717 -40.9 10 End 36 61 _ 7 j 36:8 -48.5 ---.....-- --......-........ --- -..-. ----- 11 End 36 61 7 36:8 -48.5 -_.....- ........-- - ........... ----- - --.._ - --- 12 End 26 52 737:8 -50.6 ---............................ ................_....... -- 13 Int 39 52 737;0 -40.2 _............................_ _........ -.- ----- - ---....._..... - - 14 Int 26 52 -7-_ 37;8 -41.0 .................-- --..-._._ _ _......._........__._....-_.. .. -..-..-.... 15 Int 41 61 7 I 3614 -39.6 16 Int 52 61 7 i 351.9 -39.1 17 Int 52 61 7 ! 3519 -39.1 18 Int 26 52 7 37'.8 -41.0 19 Int 39 __ 52 7 1'' 37.0 -40.2 20 Int 26 52 7 371.8 -41.0 21 Int 18 75 7 j' 37.1 -40.3 22 Int 18 75 7 j 37.1 -40.3 23 End 32 20 7 j 37.8 -50.6 24 End 49 23 7 37.8 -50.6 ...................- - ------ -........... _.. - 25 Int 23 34 7 37.8 -41.0 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.'6th Edition'(2017)Florida Building Code. Page 1 of 1 l I9 A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE OPENING (Location) IS THIS A PRODUCT ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ Y/N SIZE REQ Y/N/NA - --- - 1 Int _window �I"Lam�IG--FL1301-0:4 - -55-- 55 -------- 37:2- - --40.4- ----48x72----63x29- No - No -- --____-_----2 _---_ : Int _=Window _7/8_Lami IG FL1.5780.8- _- 55- -- = 65 , 37.8 -41..0 54 x 76.5 18x61 No No 3 Int Window I"Lami lG FL13010.4 55 55 37.8 -41.0 48x72 52x22 No - 4 - Int - -Window_.__.��5°Lam,G--FL15780.8-------- 55-------- ----- -65 ------- . -35.9--------3.9..1__ 54 x 76.5 2 - -___ _ __-52x61 _- -No No 5 Int Window 7/8"Lami IG FL15780.8 55 65 37.8 -41.0 54 x 76.5 18x61 No No 6 Int Window 7/8"Lami lG FL15780.8 55 65 36.8 -40.0 54x76.5 36x61 No No 7 Int Window 7/8"Lami IG FL15781.11 55 60 37.8 -41.0 73 x 63 46x20 No No 8 Int Window 7/8"Lami IG FL15780.8 55 65 37.7 -40.9 54 x 76.5 25x61 No No 9 Int Window 7/8"Lami iG FL 15780:8 55 65 37.7 -40.9 54 x 76.5 25x61 No No 10 End Window 7/8"Lami lG FL15780.8 55 65 36.8 -48.5 54x76.5 36x61 No No 11 End Window 7/8"Lami lG FL15780.8 55 65 36.8 -48.5 1 54x76.5 36x61 No No 12 End Window 7/8"Lami lG FL15780.8 55 65 37.8 -50.6 54x76.5 26x52 No No 13 Int Window 7/8"Lami IG FL15780.8 55 65 37.0 -40.2 54x76.5 39x52 No No 14 Int Window 7/8"Lami IG FL15780.8 55 65 37.8 -41.0 54 x 76.5 26x52 No No 15 Int Window 7/8"Ann FL15768.9 60 65 36.4 -39.6 1 48 x 63 41x61 No No 16 Int Window 7/8"Lami lG FL15781.11 55 60 35.9 -39.1 73 x 63 52x61 No No 17 Int Window 7/8"LamilG FL15781.11 55 60 35.9 -39.1 73 x 63 52x61 No No 18 Int Window 7/8"Lami 1G FL15780.8 55 65 37.8 -41.0 54.76.5 26x52 No No 19 Int Window 7/8"Lami IG FL15780.8 55 65 37.0 -40.2 1 54 x 76.5 39x52 No No 20 Int- Window_ "8"Lam`i1G FL15780.8 _ 55_ 65 37.8 -41.0 54.76.5 26x52 No No 21 Int Window 7/8"Lami 1G FL15780.8 55 65 37.1 -40.3 54 x 76.5 1805 No No 22 Int Window 7/8"Lami IG FL 15780.8 55 1 65 37.1 -40.3 14 x 76.5 1805 No No A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Gamer zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE OPENING (Location} IS THIS A PRODUCT WINDOW ARE LAACCEPTANCE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M OPENING SHUTTERS LOCATION Corner Zone WINDOW TYPE TESTED MULLION REQ YIN NUMBER or Interior OR DOOR NUMBER {+}PSF {-}PSF {+}PSF (-}PSF SIZE DIMENSIONS REQ Y/N/NA — -- -En- d-- Window_`-7/8"-Lami•IG- FLI:578-1:1-1---------5-5- -- -60_-- --_3.7:8= 50:6 --73.x-63---- -3-2-X-20-- - No - No 23 - -- - - _- 24 - :End - - window t"LamiIG FL130-10.4 -_ . 55_ 55 37..8 -54 6 48x72 49x23. _- NO -No - - - - - _ 25 Int window 7""Lam"C' FL15780.8 55 65 37.8 -41.0 54X76.5 2304~— — - No -" No�_____ I , Florida Building Code Online I I I -2 '1 '`. € t t `. p xK€,¢ xar� os77 s .€a '-'*k &,"V „ id ti3.. . i J % g ,._"sa BCIS Home , Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications j I FBC Staff BCIS Site Map { Links Search •; a � �. i ' '� Product Approval fit.:` F USER:Public User �� d•braf, E+darvrzr�.x Product Aooroval Menu>Application Detail 1MAIFL# FL13010-115 Application Type Revision OCR BR01 A Code Version 2017 j Application Status A proved *Approved by DBPR.Approvals by DBPRlshall be reviewed and ratified by 4 1 the POC and/or the Commission if neces�ary. :F ss Comments Archived ❑ i t " �.. Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue � I. Ocala, FL 34474 � �” I. N� (352)368-6922 Ext 245 kpine@cws.cc . .. ` Authorized Signature Kevin Pine I kpine@cws.cc � e Technical Representative Jay Lathrop l ad° Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 - (352)368-6922 Ext 291 ) jlathrop@cws.cc z , $ Quality Assurance Representative Arturo Monteverde j Address/Phone/Email 1900 SW 44th Ave j Ocala, FL 34474 a �� (352)368-6922 Ext 221 amonteverde@cws.cc t a p Category Windows Q I Subcategory Fixed s. Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications', Inc. Or_ n Validated By Steven M. Urich, PE I �' 0 Validation Checklist- Hardcopy Received x4 r Referenced Standard and Year(of Standard) Standard Year j A� � AAMA/WDMA/CSA 101/1 S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 a ASTM E1886-05 2005 ASTM E1996-05 2005 1� ] 4 PA TAS 201/202/203 1994 Equivalence of Product Standards i. I I I i https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgvQEb8FEH6O Vrs5wFs WUkbaFo9a3237SsZ56feCsOc92Q%3d/3d[1/4/2018 5:112:09 PM] I I' I i Florida Building Code Online Certified By " r I I . Product Approval Method Method 1 Option A Date Submitted 09/29/2017 ?�s Date Validated 10/02/2017 I Date Pending FBC Approval Date Approved 10/07/2017 umma of Products S fia ` �� FL# Model,Number or Name Description,�; !t . 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin(Fixed Window Limits of Use Certification Agency Certificate r ` Approved for use in HVHZ:Yes FL13010 115! C CACI'CAR 138-1357.pdf Approved for use outside HVHZ:Yes FL13010 RS' C CAC:-CAR 138-1362.E s Impact Resistant:Yes FL13010 RS C CACI"CAR 138-562.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150, 36"x 72"and 72"x 76"see installation 09/14/20191 detail for DPs. Large Missile Impact. In HVHZ may only be used InstallationlInstructions s R up to 30ft above grade. Glass complies to ASTM E1300-04. FL13010 RS II CWS!433D.� Verified By: Lucas A!Turner 58201 Created by Independent Third Party:Yes Evaluation Reports, j 14141 �� _� aEi FL13010 R5 AE EvalReport433D.ndf Created by Independent Third Party:Yes _.._....._... _....................... .......— - ...... ——- ...._ �. -- — t L' I r ,,r 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Flnl•Fixed Window,Continuous Head&Sill. n l-u I a Limits,of Use Certification Agency'Certificate Approved'for use in HVHZ:Yes FL13010 RS C CA&CAR 1j8-261e2.pdf Approved for use outside HVHZ:Yes FL13010 RS C CACIi AR 38-70 Impact Resistant:YesFL13010 R AG?GAR 1J8-706 :pdf r , P` Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile, Dp = +/-67:5 psf, Max. size 74 1/8"x 08/12/20191 72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. FL13010 R9 II CW =510 Rdf Verified By:�Lucas A Turner158201 Created by Independent Thi rd Party: Yes Evaluation Reportsi; L13010 R5 AE EvallRenort510C.ndf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,:120"x 48". Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL1301_0 RS C CAG'CAR 68-258e2.pdf £ r Approved for use outside HVHZ:Yes FL13010 R5 C CAC-CAR 138-481e2.pdf fi Impact Resistant: Yes FL13010 R5 C CAC 'CAR 138-482e2.pdf Design Pressure: +70/-70 Quality Assurance'Contract Expiration Date Other: PW-8300, 120"x 48", DP = +/-70 psf. Large Missile 04/09/2019 1, Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R5 II CWS'=373C.bdf ti Verified By:,Lucas A.Turnerl58201 - Created by,Indepen�dent Third Party: Yes EvaluationlReports _FL13010 R'5 AE EvalReport373C.pdf Created b !Independent Third Party:Yes 13010.4 PW-8300,PVC Fixed Window PW-8300 PVC FIg/Fin:F'fixed Window. Limits of UseCertification Agency Certificate " Approved for use in HVHZ:Yes FL130Y0 RS C CAC SCAR 138-1093.ndf a, "' ` Approved for use outside HVHZ:Yes FL13010 RS C CAC aCAR 138-1320.pdf r ` Impact_Resistant:Yes FL13010 R'S C CAC'4CAR 138-250e2 pdf Design Pressure: N/A FL13010 Rl5 C CAC3CAR 138-274e2.pdf € " Other: Large Missile Impact,See Installation Drawings for FL13010 RIS C CAbjCAR 138-4 7- .ndf Max. size and DP's. Outer lite must be safety glass-above 30 ft. FL13010 ks c cAtt AR 138-465 3.ndf fig I' h"ps:flfloridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDqvQEb8FEH6OVrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3dt!/4/20195:12:09 PM] I � � I i i I i I I Florida Building Code Online I 1 i { INun n HVHZ. Glass complies to ASTM E1300 04. FL1'3010 RS i . A . AR 1381-534.pd FL13010 R5 1C CAC CAR 138-730e2:pdf FI 13010 R5 IC GAC GAR 138-739elpdf Quality Assurance Contract iExpiration Date 04/29/2018 f a, Installation Instructions FL13010 R511I CWS=159E.Ddf Verified By: Lucas A.Turner 58201 -� Created by Independent Third Party: Yes Evaluation Reports 1, : 1 4ffiFL13010 R 1AE EvalRenort159E.pdf Created by Independent Third Party: Yes FM M }` Contact Us::2601 Blair Stone Road.Tallahassee FL 323991 Phone:850-487-1824 rI' I 'E The State of Florida is an AA/EEO employer.copyright 2007-2013 Stale of Florida.::Privacy Statement Lnt::Refund 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 t { 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 Sect ton zg 3 455.275(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 here. t� Product Approval Accepts: eCtc�k i r,r k - I i Credit Card Safe ' I I ' i' I " I , I https://Poridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3d[I/4/2018 5:12:09 PM] I i I URNER � 1239 Jabara Ave. North;Port, FL 34288 ENGINEERING & Phi. 941-380-1574 CONSULTING, INC. !FBPE;C.O.A. #29779 Evaluation Report 159E September 7 2017 ]sizeD Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48"x 72or 72"x 76"unit size DP67.5 (DP65 outside HVHZ)Manufacturer: Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala,FL 34474Statement of Compliance: This report evaluates the above-listed product per the requirProduct Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirEdition(2017)Florida Building Code including the HVHZ. The product testing standard outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North PortjFL 2) Approval drawing CWS-159E, signed and sealed by Lucas A.Turner, P.F. 3) Test Reports NCTL-210-3954-01 and-IA, and NCTL-210-3955-01 and LIA, from National Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM El 886-05,ASTM E1996-05/09 and TAS 201!,202, 203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159E,signed and sealed by Lucas A.Turner, P.E. h. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5;psf in HVHZ or+/-65 p Wsf outside the HVHZ, with max. glass daylight sizes as shown in CS-159E • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E, with Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade NOA 14-0916.111 in DP65 or 67.5 units or Kuraray:(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.021 in DP55 units I' • Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade NOA 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 6"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. !' ,tt�,tllilllll��' I ' No .58201: •L l'�:' w •*Z 9/07/2017 srA7E of Lucas A. Turner, P.E. 0�• • 4"�'' FL PE #58201 •�11 F•��•0 R 1`�p � �~I Document Title: Doc No: FRM B1-02 k EY NomE. Structural Performance Rev No: i 7 IPa9e 1 Of: 1 K22CCRTIWIGATION6.IN6a' Certification Authorization Report Required By: PRO 61-03 CAR & Product ID!Number: 138 - 739.0 Issue Date: 10/28/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 I This Certification Authorization Report (CAR) is issued by Keystone Certification's, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the ;age ofl,the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee.stipulates in affixing certification labels to products, that those products are;r,epresentative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts c'om. Licensee Information: Product Information: j 1 Custom Window Systems, Inc Model: 8300 Fixed with Fin or Flange 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-5/16"Ann Lami SIG Max Width: 48 Max Height: 72 Referenced Standard: roduct Rating: PA/TAS 201/202/203 Large Missile, DP +/-55.0'1 48x72 O ----------------- i. Qualifying Test Information: Test Report No: NCTL-210-3672-1 &-2 j Test Report Expiration: 3/16/2020 Authorized Signature: Keyston ' tertifications, Inc. 2015.1 1 .1 6 564 Old York Road, Suite 5 Etters,Pen nsylva,nia 17319 13:34:52 -05'00' Phone: 71-932-8500 Fax: 717;932-8501 i WWW.KEYSTONECERTS.COM I, I PICTURE WIN DOW - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED - - TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT NVINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 73114" 2.GLAZING OPTIONS:(SEE SHEET 3) 8300 PVC 481/4" MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE 48 72 NOT LIMITED TOTHOSE SHOWN ON SHEET 2. PICTURE WINDOW UNIT ,WIDTH MAX.UNIT WIDTH _IMPACT__ _- —-------- - ------- ----- 451/8' 691/8"- ---- - 4.DESIGN PRESSURE RATING:- -- -— - --- - - - - GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A_ ---------- ---- Z <z� __ _- SS TABLES ASTM E -- --- ---- -- -- -POSITIVE DESIGN LOA - _.DS BASED ON,TESTED PRESSURE,WATER - < u rn�O - - - - —__-'INFILTRATION TEST-PRESSURE AND-GLASS TABLES------- -__- ___ __z._w O z w___-_.- I 1 I I I ASTM E-1300-04801/09. w Z O Z -z~ I I o Fw z �gx _ -- -- 771/4" S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z z x m< O - - _ ___--_ I- _ _ IN THE DESIGN OF THIS PRODUCT_SEE SHEET 8 FOR ANCHOR O O F-O Z a= U U p-L OVERALL I DETAILS. W INDLOAD DURATFON FACTOR Cd=1.6 WAS USED FOR WOOD p -z- ?Z F~-j u)- 731/4' I I FLANGE I I u)- MAX HEIGHT ANCHOR CALCULATIONS, z< O z U ui z- V OVERALLB I L I B I I } ¢haw-xLL 0? FLANGEHEIGHT I L I 76. I I 6 REQUIRED.PRODTAPPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT 4 O F-j t- O O I UNIT I I 7.ALL FRAMES ARE FULLY WELDED. w Z.T a 0-I u/F- 72- HEIGHT a x W O H> p w�0 0- UM NIT I I I I 8.SERIES/MODEL DESIGNATION PW-8300. a N a 3 w a HEIGHT I 73 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: 691/6' I I I GLASS I i 0 =FIXED SASH. ��.01 gORE W�TG��+ DLO I 6 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR C LOCATION. ?v No 58201 STATE OF -- - -- ---------------- A 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 T I I DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2 ANY 48"X 72" +/-55 PSF ADE 05/05/07 GLAZING DETAILS.................................3 SECTION VIEWS.....................................a _ +- LARGE MISSILE IMPACT DWG#: REV.: EXTRUSIONS&B.O.M...........................5 7211 X 7611 - - CWS-159 E ANCHOR SCHEDULE&NOTES.........6-7 I-IVI IZ +/-67.5 PSF SCALE:INSTALLATION DETAILS.......................8 SHEET 120 1 OF 8 WINDOW SYSTEMS 1900 SW 44TH AVE. FLORIDA 34474 www. W W W.CW S.CC - - ---- -- - - 8300 PVC PICTURE WINDOW - --------- -------- -...__ ____---- - - -- ---- ------ - - - • -- - -- --- ----- - -- - IMPACT ---- ---- FULL ELLIPSE("OVAL") z a FULL CIRCLE=-- --- - - ----- _ _ -- _�.-._ -- - -----_-_z w Wo__¢w_o w - TOMBSTONE w z 0 z 0Z w I-w --- 3zl-3gx z Z22aXwOO -------------- ---- OI-O •a of - -- -- -- -- ---- -- --- -- -- - - - _m_N.z n F U)o - z Q D -Dw _ a zVujzOLLU w OO�yOwmw zjw O-1mF- a � =ra Www d F D 1/2 CIRCLE ��`�5 UP:y�CElJSF•.Q1i ,v:• No 58201 OCTAGON TRAPEZOID '9. STATE OF .(OR1Cj.'•��. NOTES: yy 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. L 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 j THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE.NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 _ MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: - SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1l4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG#.; REV.: - CWS-159 E SCALE: SHEET 1:1 2 OF 8 ummm 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT- -- -- ------ --- -- - -- - - - - - - - - --- - - - -- — — - -- — W ZOZ _M---'F---- LL ;7c wF-W�ZF-3:3S Z Z22QmoO _ O O F-O Q W ------- -- 1°OVERALL------- ------- ---'-- -- -- ------------------- 0 O _ —.1'OVERALL _ _. – U..._U–0 O_N N) ---_ O Z-0ZZF7rn 3/16'ANNEALED or TEMPERED 3/16'HEAT STRENGTH or TEMPERED ZQ O Z U uj Z Z)0– 1/2'AIRSPACE 318"AIRSPACE > Q 0 W O O=LL 0 O– 5/16'LAMINATED 7/16'LAMI GLASS F- O ui h ~ Z n W LL U)OWU]W 118"ANNEALED 3116"HEAT STRENGTH 0- ?N d O J ~ .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER (f _~d w�w (L D 116"ANNEALED 3116'HEAT STRENGTH QUANEX DURASEAL ��%%'„OrREby��7�i IG SPACER PURFECT GLAZE•H' PURFECT GLAZE•H' ��,`-'.-pEry rG,�', 6 QUANEX DURASEAL 6 : 'e >r� SF SIKAFLEX 552 IG SPACER SIKAFLEX 552 v: No 58201 �'�pS 10 1/2'GLASS BITE 10 El 112'GLASS BITE ^�: :a'= s9 STATE OF .4f . ..COR 1©Y'a\=:� 0 z� GLASS TYPE A GLASS TYPE B 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 GLASS MAX SIZE DRAWN BY: DATE: SETTING BLOCKS PER FBC 2411.3.3.1 X H ADE 05/05/07 DP+/-55 A 48 X 72 WG#: REV.: CWS-159 E DP+/-67.5 B 72 X76 SCALE: SHEET 1:1 3 OF 8 3 4 QstEmsffl 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 7 e s s s 8300 PVC s PICTURE WINDOW — ---- ------ - _ --- - -- --- - - - - - - - --- - - - -- -- - ------IMP CT a z — — - - _ I _ i�: �z � o_w O w 0 ow _ ,o — - -- - - - -=— -- - - -- - -- --- -- - - --- -w zOz T_-� LL F-wz03gx - O 0I-00<MrOf SECTION VIEW B-13Q O Z(-) C) F--w200LL <Q0�FF0_ Z w 0n�U)0 w lnw LL Lw pJcnr a ��aO w aF- Wm W D. INTERIOR ,,%t«illpf , O`�OREW To. �: No 58201 •:�� ,0 Z I � z s A.212017 TU LUCAS A.TURNER,P.E. O _ O FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1.33 40F8 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL ` wlNoow srsreMS 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW. WS.cCFLORIDA34474 www.cws.cc 3 H-60068 FRAME, PW, MAIN, L. JAMB MIKRON PVC ` 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW -- -. _-_.6-- P=31-13-SCREW-SUPPER-T-FGR-P-VG — TEAM-P_LAST.IC-_.RUBBER_ __ _ -__ _ ___-_ _ _ _ - _ _ -IMPACT____ 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 8_ PURFECT GLAZE "H", SIKAFLEX552 HENKEL/_SIKA -SILICONE a z � azo 9 P-3752 CAP-PLUG,-172"-HOLE- -----—-M&M--z-SILICONE-:-------- - - - - ---= --- _-�_ -z=W o o=a r w-- w z z of _z� 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC o ~w 3 z°R 3 11 GLASS SEE SHEET z Z2�¢wwo0 - - - - - --- -- 0 Or-O�a=FD - cn. z ~0°-- 0 z 3 1/8• 3 1/8' Q -z o w z oLLZ >- Q�0w-mo- ❑ ❑ W0 z a 1 2 3 4 5 O w�Of W=ww a E a Of z fns^ 1/16v1s° Pf1OREV1+�T 4� O �7DGPy'ti�cetisfi�p� 2 718^ No 56201 ' Ot STATE OF :��tr` PVC FRAME FLANGE-H-60066 .. 1 �ONoop 4}... PVC FRAME FIN-H-6006A X� va 9/22/2017 LUCAS A.TURNER,P.E. fns 10 L 112 3 1239JABARAAVE. FL PE#58201 7!8' ins' 8 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: - PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: -CWS-159 E SCALE: SHEET 1:1 501`8 14"MAX.O.C.(TYP.) MAX.(TYP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS C. MAX mp) SEE NOTE 2 4" (TY j.ElE NOT 1900 SW 44TH AVE. 6"MAX.(TYP.) OCALA,FLORIDA 34474 -- — WWW.0 I I 8300 PVC I I e' I I PICTURE WINDOW MAX D.C. -- -- - -- -------- — ---I --- -- - --- --- I—- _ _(TYP.)- - I INSTALLATION - -- - - -IMPACT - —INSTALLATION-- - - I -- - - --- I `- -ANCHOR(TYP.)- -- -- - - ANCHOR(TYP.) IMAX O.C. I I I I mP) I . I a z mwo Ci _.Q _z W Z O _ _ LL I I I z zxmawwoo O OHO ¢xFw - - - v v_r Q-J, a I I I I z OU, Dui Z=UW I I I I > a�0w�xxoz I I I I ry k4 o i.W IL) I I I I w oowulawa)w I I u �17W o_im� a ---------- o wr0 d=WW ---------- d F- D. X, ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 00%,140REW DP+/-55 PSF DP-P PSF ��_p'O.y.0E1J.. v: No 58201 •• %93% STATE OF ............ 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 �Z 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 8. 9/22/2017 4. LL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. 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,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 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& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: ADE 05/05/07 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 tt: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANJDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 WINDOW SYSTEPIS 4'MAX(TYP.) 8'MAX.O.C.(TYP.) 1900 SW 44TH AVE. jAr7587 518'MAX O.C.(TYP.) SEE NOTE 2 4•MAX,(TYP,)7TT E NOTE 2 OCALA,FLORIDA 34474 WWW,CWS.CC — —— I8300 PVC PICTURE WINDOW --IMPACT--- �P.).C. --- -- - - -- - --I I I - I a z � <Wo i w zoz -_�-- -- INSTALLATIO I I INSTALLATION g IQ-w 3 Z 0 m�E O I ANCHO P.) I O I ANCHOR(TYP.) O ZO a: ¢w w 00=O - '- I -- -- - IFf- - L) 0rnrva-r=in5- I I I Z 0 L)rnZoar<' Q Z Z o I I I I > ¢zipw910? I I I aF-'-'�U)0z I I I I w u-In w Inwc}n0wVV))w I I I I a Z=a 0a0 In I I I I _~0 W3:wo I I I I D ~ a Of D' —— ————————————— J`PADRE W`11,,, OpyocEN•'••GQ . ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 'JG_' $fi •,� DIP+/-65 PSF DP y_65 PSF Z Z,: No SS201 t-A �t STATE OF NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 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 8. 9122/2017 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. 01 BE PROTECTED TO PREVENT REACTION. FL # A 1239 JABARAVE.A 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 8. PH.941-380-1574 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& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: ADE 05/05/07 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 u: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E)CTERIOR DOORS) 1.20 7 OF 8