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HomeMy WebLinkAboutBuilding Permit Application i I ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: y ( J RECEIVED -- Building Permit Application OCT. 02 2018 Planning and Development Services Department Building and Code Regulation Division perSt.�ete ounty 2300 Virgini&Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMIT APPLICATION FOR: Window/door I PROPOSED IMPROVEMENT LOCATION: Address: 10851 S OCEAN DR 72,JENSEN BEACH FL 34957 Legal Description: WINDMILL VILLAGE BY-THE SEA CONDOMINIUM I Property Tax ID#: 4511-810-0079-000-2 Lot No. Site Plan Name: BRENT FREIHOFER Block No. Project Name: BRENT FREIHOFER Setbacks Front Back: 3 Right Side: Left Side: 3 DETAILED DESCRIPTION OF WORK: i REPLACE 6 WINDOWS & DOORS WITH IMPACT. SIZE FOR SIZE. CONSTRUCTION INFORMATION: Additional work toe e orme under this permit—check a appy: HVAC EjGasTank []Gas Piping _Shutters Q Windows/Doors ElElectric ❑ Plumbing OSprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: S . Ft.of First Floor: Cost of Construction:$ 14,950 Utilities:CnSewer 1:jSeptic Building Height: OWNER/LESSEE: CONTRACTOR: Name BRENT FREIHOFER Name: WAYNE THOMAS BURNETT Address:10851 S OCEAN DR 72 Company: FLORIDA HOME IMPROVEMENT ASSOC. S City: tate: Address: JENSEN BEACH FL 3044 SW 42ND STREET _ :Zip Code: 34957 Fax: City: HOLLYWOOD State:FL Phone No.561-373-9770 Zip Code: 33312 Fax: !E-Mail: Phone No. 954-792-4415 Fill in fee simple Title Holder on next page(if different E-Mail: PERMITS@FHAPRODUCTS.COM from the Owner listed above) State or County License: CGC#061890 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. i SUPPLEMENTAL CONSTRUCTION LIEN,LAW INFORMATION: DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: X Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable BONDING COMPANY: X Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in contlict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencin work or recording our Notice of Commenc m llur�� ��r S Si I of Owner/Lessee/Contractor as Agent for Owner Sig atr tractor/License Holder STATE OF FLORIDA STATE OF ORIDA COUNTY OF, 5-1- LVc o COUNTY OF The forgoing instrument was acknowledg before me The forgoing instrument was acknowledged before me this 131L day o I ,by this A' day of 20 e-by V WAYNE THOMAS BURNETT (Name of pers ging) (Name of per cknowledging) i (Signature of Notary Public-State of Florida) (Sig of Notary Public-State of Florida) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Prod ype of Identification rodu �sr aue Notary Public State o on a s�;,P;;,,, IltiIGUEL A MERCADO s°. `� F�t `§co M Almeida ;_°. Commission No. v t�1 f Arnission GG 139459 ommission No. += COMMIS GG095745 *SOF Expires o8/29/2021 =�+ •. �k�"' EXPIRESA ri119,2021 ?c�c; p 1 04 Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS i 6/13/2018 Florida Building Code Online 1 e I li � � I 0 • C 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 db a *l Y `Product Approval IUSER:Public User Product Aooroval Menu>Product or ARnlication Search>gpoiication List>Application Detail MINN.! FL# FL13010-R6 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. i Comments Archived O 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 ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category • Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE W Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridibuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgvQEbBFEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEr4%3d%3d 1/3 i 6/13/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 05/30/2018 Date Validated 05/31/2018 Date Pending FBC Approval Date Approved 06/10/2018 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-1357.E Approved for use outside HVHZ:Yes FL13010 R6 C GAG CAR 138-1362.pdf Impact Resistant:Yes FL13010 R6 C CAC 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 09/14/2019 detail for DPs. Large Missile Impact.In HVHZ may only be used Installation Instructions up to 30ft above grade.Glass complies to ASTM E1300-04. FL13010 R6 II CWS-433D.pd Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE EvalRen2rt433D.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-263e2.& Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-705e2.odf Impact Resistant:Yes FL13010 R6 C CAC CAR 138-706e2.pdf Design Pressure:+67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile,Dp= +/-67.5 psf,Max.size 74 1/8"x 08/12/2019 72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. FL13010 R6 II CWS-510C.Wff Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE EvalReport510C.pdf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window,120"x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-258e2.odf Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-481e2.pd Impact Resistant:Yes FL13010 R6 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 Impact. Glass complies to ASTM E1300-04. Installation Instructions FL13010 R6 II CWS-373C.pL[f Verified By: Lucas A.Turner,P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE EvalRe ort�pd Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window, 120"x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-1093.E Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1320 e2.pdf Impact Resistant:Yes FL13010 R6 C CAC CAR 138-2SO.Pdf Design Pressure: +70/-70 FL13010 R6 C CAC CAR 138-274e2.pdf Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile FL13010 R6 C CAC CAR 138-457.pdf Impact. Glass complies to ASTM E1300-04. FL13010 R6 C CAC CAR 138-465-pdf FL13010 R6 C CAC CAR 138-534.pdf FL13010 R6 C CAC CAR 138-730e2.12d FL13010 R6 C CAC CAR 138-739e2.pd Quality Assurance Contract Expiration Date 03/16/2020 Installation Instructions FL13010 R6 II CWS-159E.pdf Verified By: Lucas A.Turner,P.E.FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010 R6 AE EvalReoort159E.pjdf Created by Independent Third Party:Yes https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEbBFEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d 2/3 6/13/2018 Florida Building Code Online Back 6U'eut Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.=ylght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 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 here_. Product Approval Accepts: © � ® eCfreck M � 'Creait__Card� ; , Safe https://www.floddaI building.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d 3/3 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159E September 7,2017 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) 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 6h Edition(2017)Florida Building Code including the HVHZ. 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-159E, signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3954-01 and 4A, and NCTL-210-3955-01 and-IA,from National Certified Testing Laboratories, Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 10l/I.S.2/A440-08,ASTM El 886-05,ASTM El 996-05/09 and TAS 201,202,203 1994(TAS reports 39544A and 39554A 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. 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 psf outside the HVHZ,with max. glass daylight sizes as shown in CWS-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 14-0916.11 t in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.021 in DP55 units Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.l Ot 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. 1�� 01kilIshff,, 1� Lucas Turner $ °' •� r 2017-09-16 = � =* 9/07/2017 '; ;' :Lucas A. Turner, P.E. 07:24+20:00 '�� �7" TA7 OF •.Nt�,.+` FL PE#58201 PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED Qsww TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS W ALA,FLORIDAFL RI 34474 DEFINED IN ASTM E 1996 PER THE FBC. CC 731/4' 2.GLAZING OPTIONS:(SEE SHEET 3) 491/4" MAX.OVERALL FLANGE WIDTH 8300 PVC MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O'. ARCHITECTURAL SHAPES INCLUDE,BUT ARE 48' 72" PICTURE WINDOW MAX UNIT WIDTH MAX UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. IMPACT 451/8' 691/8' 4.DESIGN PRESSURE RATING: GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———————————————— GLASS TABLES ASTM E-1300-04e01/09. Q Z a z -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER F o w O w O O INFILTRATION TEST PRESSURE AND GLASS TABLES Z w_3❑ ¢ z w I I I I ASTM E-1300-04e01/09. W Z 0 O 5m I I u- la-w� l-� _ MAX. I I 5 N THE DESIGN OF THIS PRODUCT.EE SHEET 8 FOR ANCHOR USED 0 0 o d a F p W 731/4' I I FLAERALL DETAILS. WINDLOAD NGGE I I ANCHOR CALCULATIONS. TION FACTOR Cd=1.6 WAS USED FOR WOOD Z o U --=)O- OVERALL O fn U vE0 RALL MAXI HEIGHT I I i a-w w o x O z HEIGHT B I I I B I I 6.REQUIRED.TPPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w gr r�V F Z I I 76° I Iw 0O,wowvO�iw O I UNIT I Q I 7.ALL FRAMES ARE FULLY WELDED. a z=a °�p U)y 72° HEIGHT _ O w 0 D.x w UNIT I I I I 8.SERIES/MODEL DESIGNATION PW-8300. Wa. F as it 3 ww HEIGHT , 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: 691!8' I I I GLASSI I O=FIXED SASH. � PgoREttik'i SS I I e DLO D OV i I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR ; :.�CENSF.,Pym' C I I LOCATION. �: No 58201 °.,AL I 16 I I �Qe D LL 1.0� STATE OF :�4t, C? A A ,�N",IONA1-� �0%$ 8 9/22/2017 LucasTurner LUCAS A.TURNER,P.E. FL PE#58201 2017-09-22 1239 JABARA AVE. PORT,FL 11:45-04:00 NORTH PH.941-380-157434288 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE..RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2ANY 4$" 72" +/-55 PSF ADE 05/05/07 GLAZING DETAILS.................................3 DWG#: REV.: - SECTION VIEWS....................................a NON- HZ +- LARGE MISSILE IMPACT - — EXTRUSIONS&B.O.M...........................5 72'1 X 761 CWS-159 E ANCHOR SCHEDULE&NOTES.........6-7 HVHZ +/-67.5 PSF INSTALLATION DETAILS.......................8 TC—ALE' SHEET 1:20 1 OF 8 cm9ow WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE('OVAL") a z azo FULL CIRCLE F- ❑W O N w O o 0 TOMBSTONE w Z 0 z ix- z F D vi ZOD=�m Z Z=m< WOO ZU UW�VdF-Iga Q Z(9j�ZF-=- OZOWZO 0 <aO�F �0- Z II OO�v}iow(ow z`4a 0_jWF- 0 o WFC w= � a Fz- a x 1/2 CIRCLE `� .PNCEN rGQti��, No 58201 Sip OCTAGON TRAPEZOID X935 STATE OF J4U NOTES: 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. FLPE01 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF # A RECTANGULAR WINDOWS ON SHEET 1. 123399 JABARA AVE.A 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. 1/4 CIRCLE TRIANGLEARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG I{: REV.: CWS-159 E SCALE: SHEET 1:1 2 OF 8 aagg" WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 8300 PVC PICTURE WINDOW IMPACT z 3 <Z3 z Ill-j0 aIWI--azW W ZOZ M--t= 3 g a rn �ox 3r.m z z=m<XWOO 1'OVERALL 1"OVERALL U U rn F-Z a I-co a O Z— Z d] 3/16'ANNEALED or TEMPERED 3116°HEAT STRENGTH or TEMPERED Z Z U to Z O uU.U 1/2"AIRSPACE 3/8°AIRSPACE � 3¢p W F-F--O Z 5/16°LAMINATED 7/16'LAMI GLASS W 0" >-O W to W 1/8"ANNEALED 3/16°HEAT STRENGTH a ?LL=a �0 0 Who D. mu) .090 DUPONT PV INTERLAYER .090 SENTRY GLASS TONOPLAST INTERLAYER d FZ- a Dul:3 d 1/8"ANNEALED 3/16'HEAT STRENGTH ORr - QUANEX DURASEAL PURFECT GLAZE"H" PURFECT GLAZE"H" �`�,,,5'P'NGENh'I TGP�i� IG SPACER 6 QUANEX DURASEAL 6 . P:°\ S•'•. ' SIKAFLEX 552 IG SPACER SIKAFLEX 552 :JG F l���� No 56201 :11 10 1/2°GLASS BITE 10 1/2'GLASS BRE 7 7 10 1 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 2411.3.3.11 TYPE W X H ADE 05/05/07 DWG#: REV.: -- DP+/-55 A 48 X 72 - CWS-159 E DP+/-67.5 B 72 X 76 N CALE: SHEET 00 1:1 3 OF 8 3 4 comm 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc INTERIOR 7 S 8300 PVC s s 9 B PICTURE WINDOW o e e IMPACT 7 7 1 ¢ z ¢Z3 F- OWQ QWQOW Z WJ❑ 10 a W z0? D!-Z�- ¢ 3 3r.o m O� m LL Z=�¢�WNF 11 O 0 ) zCL= -ya 8 9 Z O O--S U m SECTION VIEW B-B ¢ Z V m Z O I--tLMOQD-Z 10 11 11 10 � ��OFf'CZ- Www ODWa QQ.W.1(na. I- m Ix 3W CL a WD- .J INTERIOR ,`,.PNOREW�T i' No 58201 9 STATE OF :4u- iO. �i lC O R 1 11 10 O 5 9.TUR17 LUCAS A.TURNER,P.E. 0 Q FL PE#58201 -- 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 B SHEET DESCRIPTION: SECTION VIEWS SECTION VIEW A-A DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL % WINDOW SYSTEMS 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.CWS.CC 3 H-6006B 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 I:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/9'x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX 552 HENKEL/SIKA SILICONE a �' N w 30 0 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w-o ¢k z w w z0? a--i= 10 S-6064 GLZ BE., FXD. (1" O.A. I.G.) MIKRON PVC zz �a O X�w =p O11 GLASS SEE SHET3 0 0�odax 0 ooI ZD-I-wm Z❑ Z0-? Z?Utq 31/8" 3118" } Q LLW O 0 LL O? Q OF—z D~10O (}oWf/7W EI ❑ Zmqww 0-JtnF- EL 1 2 3 4 5 = =~w w3:w III III � (L f- a a a 21/16' �L.J 1/18° �U 1/16. O,kA rnrrW ! �C E N... Lg-�j i i i 2 718' No 58201 '.LP ;D STATE OF 1 1/2" ��4�E`��O R t Q P p�a.•�, PVC FRAME FLANGE-H-6006B " rrrrrnmitun" PVC FRAME FIN-H-6006A X� 1/4" 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 10 7)e' 1239 JABARA AVE. 1 3116' 8 NORTH PORT, 34288 PH.941-380-1-1 574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG p: REV.: - - - - CWS-159 E SCALE: SHEET 1:1 5 OF 8 14"MAX O.C.(TYP.) WI���• 4°MAX(NP.) 8°MAX O.C.(TYP.) SYSTEMS 6°MAX.(TYP) SEE NOTE 2 4-MAX.(TYP) SEE NOTE 2 1900 SW 44TH AVE. 6'MAX(TYP.) W W W.CWS.CC FLORIDA 34474 I I I I I I I I 8300 PVC I I 6• I I PICTURE WINDOW MAX O.C. (TYP.)P•) I I INSTALLATION IMPACT ANCHOR(TYP.) I I ANCHOR(TYP.) IMAX O.C. I I I I I I I I owo awoo I I I I w z0Z �r-?I- I I I I 0 a0§>0W3:= Z Z2ma0 I 0 OF-OLjQ=�w U UyI- D.F.U)a I I I I a oZ��—=)O— I I I I } a3ow—°°?oz ons}M�o2 I I I I w OcxmowaDw I I I I Zmw O-jv_ii- I I I I 0 oo aa. .x wfe o � ---------- ---------- a Ix- a Iia cREW ANCHOR DP+I055PSFFLANGE) ANCHORDP+L/A 5PSFYOUT-(FIN) �NcENT�!¢y.,. Z-4:• No 58201 -A �9Ot STATE OF t.� 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 AZ 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 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 MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1 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 REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. 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#: 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/AAMA200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA300(E)CTERIORDOORS) 1:20 6 OF 8 atom a•MAX(TYP.) Ts•MAX O.C.(TYP.) WINDOW SYSTEMS 1900 SW 44TH AVE. 6"MAX.(TYP.) /8•MAX.O.C.(TYP.) SEE NOTE 2 4"MAX(IVP.) SEE NOTE 2 OCALA,FLORIDA 34474 6•MAX(TYP.) WWW.CWS.CC I II I r fL7 ----------- ——————--------T- 8300 PVC PICTURE WINDOW 8"'7 55/8AX I MAj•C• I I IMPACT (TYP.) I I I I I I I < ? 3 viz w I I I I Z -io a oW INSTALLATION I I INSTALLATION 0 Q }0 w 3 in O I ANCHOR(TYP.) I O I ANCHOR(TYP.) z Z X M Z¢ W O O I I I I U U °za�M wa I I I I I I I I a �zowzO0z oWoa> Q� 92 I I I I ¢ �Co c a))0wU))w I I I I a Z=IL °ao�� I I I I 0: w Lu�a� I I I I ---------------- -------- F%tulluq gOREW ANCHOR LAYOUT-(FIN) No 58201 s ANCHOR LAYOUT-(FLANGE) DP+/-65 PSF DP+/-65 PSF 9 STATE OF .'Q/� 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. f 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 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 # A AVE.1239 JABARA 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 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. 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 a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,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/AAMAIWDMA 300(E)CTERIOR DOORS) 1:20 7 OF 8 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V-(S'IYNJIYI!//uucr Irl/vr�/�I/ BY OTHERS WINDOW SYSTEMIS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 MIN.EDGE DIST. SEE TABLE 1 WWW.CWS.CC SEE TABLE 1 1/4"MAX SHIM SUBSTRATE BY.OTHERS MIN.EDGE DIST. 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 SEE TABLE 1 IMPACT SEALANT BEHIND n � U ❑ FLANGE BY INSTALLER U 1/4"MAX SHIM Z ?� Q Z ❑ u PERIMETER SEALANTZ w Lu p0 Q W 0 w PERIMETER SEALANT BY INSTALLER W Z O Z r Z F- INSIDE AND OUT O (n }O a 3 m BYWSTALLER Q Z INSIDE AND OUT INSTALLATION ANCHOR Z Z W M Q�E w p O SEALANT BEHIND SEE TABLE 1 00 O Lj a=F w Fl GE BY INSTALLER SEALANT BEHIND p Z—U)Z Z H 7 y FIN BY INSTALLER Z O C7=l —>0,1— INSTALLATION ANCHOR , c ` HORIZONTAL SECTION �C ` HORIZONTAL SECTION Q F LL 2 p O LL Z SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE S TYPICAL FIN ANCHORAGE � 3 0 H F-F O— HEAD AND SILL SIMILAR FOR FW INSTALLATION � }0 O'er W OLLO a0)0 LLJ /7W mw O.1mF- p WFF--0 aSw} 0: W3wy ❑ a. ~ a k% o ,,,1611,.....,,,. SEALANT BEHIND 1!4"MAX SHIM ,`5 MORE.. G,�� +I FLANGE BY INSTALLER ��OENS ; i, t No 58201 •'�� PERIMETER SEALANT BYINSTALLER MIN.EMBEDMENT INSIDE AND OUT SEE TABLE 1 90 STATE OF •:�kl` i.t� ,d` p.,•.��� �0• ����� SUBSTRATE BY OTHERS '�ss/O ...... SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 SEALANT UNDER SCREW VERTICAL SECTION HEAD.BY INSTALLER 8 TYPICAL SILL ANCHORAGE e 9/22/2017 TABLE 1:APPROVED INSTALLATION.FASTENERS LUCAS A.TURNER,P.E. FRA FL PE#58201 FLANGE. CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT FLANGE— 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 /D"� HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FL ED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" B BOX FRAME INSTALLATION ' FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"[TW TAPCON 1-3/8" 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 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HLTI KWIK-FLEXOR 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" DWG# REV 1 __ .: --MIN.1/4"FILLET-OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED : - 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E FLANGE r 1/8"STEEL(33 KSI MW.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET _11 FIN 2XMW.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8 1 I _ -