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Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED 2 Date: Permit Number: I J1 Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential PERMIT APPLICATION FOR: Window/door PROPOSED IMPROVEMENT LOCATION: Address: Legal Description: SUNRISE PARK NO 1 BLK 6W1/2 LOT 4 AND ALL LOTS 5(0.24 AC)(OR 4097-1882) Property Tax ID#: 2408-501-0118-000-7 Lot No.4 AND ALL 5 Site Plan Name: Block No. 6W1/2 Project Name: Setbacks .-Front Back: Right Side: Left Side. DETAILED DESCRIPTION OF WORK: ` REMOVE AND REPLACE 9 IMPACT WINDOWS AND ONE DOOR. CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check a Mapplyy: HVAC Gas Tank ❑Gas Piping _Shutters Windows/Doors ElElectric ❑Plumbing Sprinklers Generator Roof Roof pitch Total Sq.Ft of Construction: S .Ft.of First Floor: Cost of Construction:$ 3000 Utilities. Sewer Septic Building Height: OWNER/LESSEE:OWNER CONTRACTOR: Name ANTHONY JOHNSON Name: OWNER Address:101 GOTHAM DRIVE Company: City: FORT PIERCE State:FL Address: Zip Code: 34946 Fax: City: State: Phone No.772466-5454 Zip Code: Fax: E-Mail: Phone No. Fill in feesimple Title Holder on next page(if different E-Mail: from the Owner listed above) State or County License: If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. y SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: x Not Applicable MORTGAGE COMPANY: Not Applicable Name: Name:OWNER Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: X/ Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. 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 conflict 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 commencing work or recording our Notice of Commencement. Si =TEOF fOwner/Lessee/Contractor as Agent -Owner Signature of Contractor/License Holder T FLORIDA STATE OF FLORIDA COUNTY OFSAINTWCAE COUNTY OF The for oing instrume as acknowledged before me The forgoing instrument was acknowledged before me this�day of µ,B/E 20 $by this day of ,20_ by Name of person making statement Name of person making statement Personally Known y-s OR Produced Identification YES Personally Known OR Produced Identification Type of Identification Type of Identification r\ProducedFLDL#J525-003-05-05" Produced (Signature of Notary Publi -$tprgp F Signature of Notary Public-State of Florida NT CORNELL GASKi ) Commission NO3,v— MY(GQXJ0ISSION#FF23419 2 ommission No. (Seal) EXPIRES May 25,2019 WO/1:fpN 4 ;,i PkiridxNwa,sarvice.con, REVIEWS ; FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 Florida Building Code Online Page 1 of 3 lit d i P • 0 1 1 • � 1 e / _ SCIS Home i Log In I User Registration ( Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ! BCIS Site Map' links Search doFlorida 1 A*wk ra 'to 1; Product Approval vn�'� 1� - USER:Public User Product Approval Menu>Product or Application Search>Application Lis[>Application Detail uuwil x. ,� +��'�•r FL# FL14911-R10 Application Type Revision Code Version 2017 Application Status Approved Comments public comment.05/18/18 Archived ❑ Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 jonberrian@slbp.com Authorized Signature Jon Berrian jonberrian@slbp.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 jonberrian@sibp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F.Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL14911 R10 COI COI Silverline SS 2017-06-14.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDquzRj 59%2 r... 10/1/2018 i Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D i Date Submitted 04/20/2018 Date Validated 04/20/2018 Date Pending FBC Approval 05/01/2018 i Date Approved 06/12/2018 Date Revised 08/17/2018 Summary of Products FL# Model,Number or Name Description 14911.1 V1 Series/50 Series(2000) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No. FL14911 R10 II SWD017 SS 2017-10-20.1)df Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5140 SS 2017-10-20.odf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. i 14911.2 V1 Series/50 Series(2111) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R10 II SWD018 SS 2017-10-27.odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5141 SS 2017-10-20.2df Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.3 VI Series/50 Series(2200/2300) Single-Hung Window Limits of Use Installation Instructions Approved for use In HVHZ:No FL14911 R10 II SWD019 SS 2017-10-27.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5142 SS 2017-10-20.odf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.4 V1 Series/70 Series(2127) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R10 II SWD049 SS 2018-04-20.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 RSO AE PER5485 SS 2018-02-14,12df Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.5 V1 Series/70 Series(2127) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R10 II SWD050 SS 2018-04-20.1)df Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.Florida P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5486 SS 2018-04-19.odf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.6 V1 Series/70 Series(2907/4907) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R10 II SWD020 SS 2017-10-27.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 10/1/2018 I Florida Building Code Online Page 3 of 3 Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5143 SS 2017-10-27.1)df Report for allowable design pressures,sizes,installation I Created by Independent Third Party:Yes requirements and limits of use. Back Next I I Contact Us::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility 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 a public-records request,do not send electronic I mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The ' emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eClwck Credit Card Safe I I i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDquZRj 59%2 r... 10/1/2018 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.47-38 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Corp. V1 Series / 70 Series Single-Hung Window (2127) (Impact) (HVHZ) for Florida Product Approval FL# FL14911 Report No® 5486 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: V1 Series/70 Series Single Hung Window (2127) Material: PVC Product Dimensions: See Installation Instructions,SWDOSO Prepared for: Silver Line Building Products Corp. One Silverline Dr. North Brunswick, NJ 08902 ��� ,.•• •• O Prepared by: ��� �,� E ..•S 'Posy Hermes F. Norero, P.E. - N . 7 7 Florida Professional Engineer#73778 -a' S A OF ~ Date:01/23/2018 ?3 Contents: Evaluation Report Pages 1-3 Digitally signed by Hermes F.Norero,P.E. Her me�s'Ftti 0AW P.E. Reason:I am approving this document Florida NO. 73778 Date:2018.04.19 00:55:47-04'00' 4 1 b FL#: FL14911 BUILDING DROPS A Perfect Solution in Every Drop! Date: 0 018 Report No:o: 54 54866 Certificate of Authorization:29578 Manufactul'rer: Silver Line Building Products Corp. Product Category: Windows I Product Sub-Category: Single Hung, Compliance Method: State Product Approval Method (1)(d) I Product Name: V1 Series/70 Series Single Hung Window(2127) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Building Products Corp. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. i See Installation Instructions SWD050,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. I Limits of Use: 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD050 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWD050 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 3 rBUILDING DROPS FL#: FL14911 ^^Aj I - A Perfect Solution in Every Drop! Date: 01/23/2018 Certificate of Authorization:29578 Report No: 5486 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance G with the Current Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association(FBC Organization#:QUA2515). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06/09/12 • AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories,Inc. (FBC Organization# TST1589) Report: Dated: NCTL110-16327-1 08/13/2013 Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18 NCTL110-16327-2 11/05/2013 NCTL 110-16327-3 08/13/2013 2. Quality Assurance Window and Door Manufacturers Association ` (FBC Organization#: QUA2515) 3. Material Certification Miami-Dade County Notice of Acceptance Eastman Chemical Company(Previously Solutia) Saflex(Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Installation: Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3 Silver Line byAnQrSen SILVER LINE BUILDING PRODUCTS CORP. 1B, V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) NO"TH BNSWICK, 08902 (IMPACT RA TED)(HVHZ) `":RIU (800123"228W =n rn� p. gtYg w � m �g� z3 0o pa3==g No I=Z psm5x�� GENERAL NOTES: w L7 z� 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE DESIGN MISSILE TABLE OF CONTENTS = m m MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. WIDTH HEIGHT PRESSURE IMP Cr RATING SHEET REVISION SHEET DESCRIPTION > w FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS m¢ BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL � z • TAS 202-94 a • 2 - ELEVATION&ANCHOR LAYOUTS TAS 203-94 • ASTM E33D-02 3 - VERTICAL SECTIONS REMARKS BY DATE • ASTM E1886-05 • ASTM E39=6/09/12 4 - HORIZONTAL SECTIONS • AAMA/WDMA/CSA 101/I.S.2/A440-08 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& REINFORCEMENT DETAILS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING MIOSMMLNDIBEPFPKOOU®MVMOIEOeDMR AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF wnHaurwnnrExmxmrtoE auDawcomn,me WITHSTANDING AND TRANSFERRING APPLIED PRODUCT umunONs,ADDmoxs,xtcxucNnxc,oaamEK LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE -07 0.5 DO',.,NO!•a1Mn1EDAND INVWDMEWAQMDIG H ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. igRally sign�ajl#diE6lFj Norero,P.E. 43/64"O.A.I.G.LAMINATED GLASSReason:I�al�. t i d91y9ent ZB3IB. : : I� 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND � CONSISTING OF: ate: 3 0♦ •. E ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS ♦♦♦ .•'•E•• ��� Z STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER �-� `S••• �O RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS N .] ]- RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY * 1 $ EASTMAN CHEMICAL COMPANY -0 S A OF ? 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE \ 3/32"ANNEALED GLASS ��0� Q IDP•'• �I- GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 3 T DEVIATE FROMENGINEER REQUIREMENTS ARCHITECT SHALL AILED HE SITE / \ ips L��G��,♦``, w SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR NON-HVHZAREAS.IN HVHZ AREAS,ONETIME PRODUCT 81A10CAP. N. C DROPS, 17 APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR I ace E.Duro e7Aa etw. aae 9 AHI. \ DANu KA W.EL 1U EHPE CERT.0E'AUTH0187A710N N.210578 B STEELSPACER S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FL L1: ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1/8"OR 3/32" MIN.GLASS F L14911 2 RESISTANCE. - u BITE7/16" � SETTING BLOCK 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01,23.18 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD DWG.BY: CHK.BY: COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL HR I HFN OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS Z CHAPTER 23. NOTE: g QUIRALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.a: SW D050 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ---- - GLASS CHARTS.SEE QUIR 1 FOR GLAZING DETAILS._ __. SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET: - -- --------- - - CURRENT FBC AND ASTM_E 1300 GLASS LOAD RESISTANCE. OF 5 Silver Line byAnEkr5en [B" • Q ONE SILVERUNE DRIVE NORTH BRUNSWICK N108902 PH:800 236-4228 MAX.O.A FRAME W ?U & Fz WIDTH 52" i MAX.D.L.O. w O $ o zm 3 WIDTH 47.69" w0 u X535$ 3"MAX. 6"MAX. 6.25"MAX. A B FROM O.C. FROM I� I 0 3 Q l�d g 3 3 CORNERS�r CORNERS I to, Z CW w? F m� NOTE: >_ m ALL FASTENERS ABOVE p THE MEETING RAIL IN W n THE INTERIOR IAMB a MAX.D.L.O. "O" 6"MAX-j— "w TRACK MUST BE FLAT HEAD "p" p HEIGHT33.50" C D.C. REMARKS BY DATE 4 12.50"MAX. MAX.O.A FRAME O.C. HEIGHT 73" 1xEPxOPER1Y0F BOIl01NG0 P£BI D L PNO SHPJINOTBE REPRODUROIN WHOIEORPNR WffxM WROIFNCO0 XOFBIIIIDINGOROPS,Ia 4 ALTFMipN£NOORION£HIGIRIGNLMG,OR0 DA MAX.D.L.O. NNwxGsroRws DocvMExraRExmvERNmREDaxD HEIGHT33.50' "X 3"MAX. "X 6.25"MAX X. nrvwoNREDURttRDN-... FROM FROM R CORNERS CORNERS ?u SA OF �� ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT •�oT o IVP.'40 = SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW ��j�S.• C7 ��` iLpOOA PL M 73778 91111D210 IXtOPS�MqC U BE 9 JOB DANU R Si00i M E FSE OM.OF AURHUNIMMON Na 29M FL H: FL14911 DATE: 01.23.18 DWG. .IR CH I-IFN SCALE: NTS DwG-#: SWD050 -- - - - - - --- - - - - -- -- ---- - SHEET: OF 5 Silver Line brAndFMn- ONE SILVERUNEDRIVE O NORTH BRUNSMO(,NJ 08901 PH:(8001234-4228 ZWR1 / �ry Z aQiA$a2 SEE GLAZING SEE GLAZING 59xx� uJ0 N (7 Smg= DETAIL,SHEET 1 DETAIL,SHEET 1 p W a O Q W ca N= m () Q > W a /a a \ F 6 REMARKS BY DATE EXTERIORINTERIOR Y EXTERIOR INTERIOR c X aNO NuuxmeE REvaoouoEowwxo�E 509,70 a WIINDUf YMRRN C9NSE H. . G.DRDPS,wc ALTEMTIONS,AODm0N5,XIDMIGHDNG,ORDTXA MN W NGS 1D TIIS DDNMEM ARE NOf PERMRIED AND H VAl10AlF GIIR CFaIIiIGiION. N SEE GLAZING SEE GLAZINGS A OF y / DETAIL,SHEET 1 / DETAIL,SHEET 1 a I a F31111DOA�� ttiRdE PM P.E.N.Nv nTm BURDw0 DR,111 wC ]PB E DANA BiACN BLVD. 738 DANIA BEUK FL E - - IPE CERT.OF AU7HORQATION Nu 79378 p 0 FL#: FL14911 DATE: 01.23.18 DWG.BY: K.BY: HR HFN NTS VERTICAL SECTION VERTICAL SECTION SCALE. SWD050 DWG.q: 3 NAIL FIN 3 THRU FRAME SHEET: OF 5 4 l� Silver Line brAnd rWd C ONE SILVERUNE DRIVE NORTH BRUNSWICK,NJ 08902 PH:800 2344228 U SECTION FOR INTERIOR SECTION FOR n Z E BLOCK&TACKLE SEE GLAZING SEE GLAZING BALANCERS 1 DETAIL SHEET 1 DETAIL SHEET 1 CONSTANT FORCE N" o a e �o_ BALANCERS E z e $T. \ / (D HIM �Zzgs Z ' oW `LL / z z C m EXTERIOR �++ Ai a a_ f D.L.O. REMARKS BY DATE MAX.FRAME WIDTH HORIZONTAL SECTION 4 UPPER SASH Axo sxAu xar 9E Rcmoow2u w vmotE as vAar 70 wrtxour wRrtrEx oxuExr or euxolxD oaovs,we uaDa7roxs,aoomaxs,xK:xucxnxc,oaamLx SEE GLAZING SEE GLAZING xuRDxcsrorxis ooaNErrtAaE xor vEax+rtrtoaxo DETAIL SHEET 1 INTERIORxvumA vcuaaa Piunox DETAIL SHEET 1-)\ 4 SA OF EXTERIOR O IDP•' �: r D.L.O. xiDt�/rr ppa96?dE F DA P.E.No 7777E cBUIIDNO DROPS,NO 3118 E.DANIA W=EIW./738 MAX.FRAME WIDTH FEIPE fFALUMOF wMMASM N. FL#: HORIZONTAL SECTION FL14911 4 LOWER SASH - DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCALE: NTS S W D050 'E SHEET: OF 5 1/4"MAX. MIN. SUBSTRATE SHIM SPACE ~ SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line EDGE DISTANCE BY OTHERS 3 11 BY OTHERS —+1 BY OTHERS hyAnd&DFd INTERIOR SCREW IN THE INTERIOR o CHANNEL MIN. MIN. EDGE DISTANCE EMBEDMENT 0 u ONESILVERUNE DRIVE SCREW IN THE EXTERIOR 0 NORTH BRUNSWICK,NJ 08902 CHANNEL Z N PH:BOD 2344228 PERIMETER SEALANT —� 1/4"MAX PERIMETER SEALANT7P71 E BY OTHERS SHIM SPACE BY OTHERS 1/4"MAX. z N E.3!0 @ EXTERIOR EXTERIOR MIN. SHIM SPACE N V J r tz O e E INTERIOR EMBEDMENT EXTERIOR INTERIOR w 3 o c Or G s A VERTICAL SECTION "� rs1 HORIZONTAL SECTION HORIZONTAL SECTION THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) W a a o a LL 3 w Z NL rn 2 m SUBSTRAT 1/4 SPACE REINFORCEMENT DETAILS > a a BY OTHERS 0.34" INTERIOR 0.831",�I 0.87" I- Z L'I -+ 0.13" REMARKS BY DATE 1L o e I WEXTERIOR INTERIOR 0'9 I �'I 1'--0.46" m 0.06" 0.87" W � 1 0.45" Z O LOCK RAIL TOP O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH MIO GNALL NOTBF 0.FP0.000D:OIN WHDIE ORPARf EXTERIOR 1 ALUMINUM ALUMINUM ALUMINUM WRHOUI WRITIFN CONSENT OF WADING O0.0P5,INC NTEMTpNS,ADgipN1,MIDI W GHIIN G,O0.OMFA MIN.EDGE MARm�Gsro7lus DoaTlExrARExm PmTmTEDaxD I RIATFOVR fFNIIlICATXIN. DISTANCE Ltlilllll/ HORIZONTAL SECTION VERTICAL SECTION ANCHORSCHEDULE 6 NAIL FIN(JAMB) 6 MIN.EDGE MEETING STILE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE go WOOD SCREW E INSTALLATION NOTES: WOOD:MIN.S0=056 PAN HEAD t.5• 0.76' :•�.�•E.S 'Po NAILING FIN 3THRFA05 MIN 1 N 7 7 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METAL:IB GAUGE Steel, P8 TEK SCREW PENETRATION THREA THREADS BEYOND 0.50• 7[ MIN.Fy=33KSI METAL S A OF ; 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE AN HEAD IN MAXIMUM SIZE LISTED. EXTERIORCHANNEL 1.51 035. %0, p 3 INSTALL DETAILS(NE.,VIDUAL WI7HOUTCONSDERATIONTION HORS WITHIN A OFTOLERANCES).OLERANCNCE OF±1/2 INCH THE ESARENOTCUMULATIVEFROMONEN&SPACING INSTALLATOIN THE ANCHOR NANCHORTOTHEYOUT NEXi. WOOD:MIN.Sc=0.65 #10FLAT HEAD IINTERIOR NTHE 1.5• D.7s• "I DETAILS IIF) III,�yE1JA?aE FLORIDA P.E.Ne 7]778 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM3 THREADS MIN BUIU NO DROPS.INC 07PAN HEAD IN 3P6 E OTtOA BEACHBLtO. 118 WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. EXTERIOR CHANNEL PENETRATION BEYOND 0.50' DTNL1 BETON,FL JMETAL RRPE CERT.OF WiNORQA710N Na 28575 METAL:18 GAUGE Steel, S. FOR MASONRY OR CONCRETE OPENINGS,SX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE MIN.Fy=13KSI 010 FLAT HEAD IN THE 3THREA06 MIN FL#: FL14911 DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE k3 ON SHEET 1 FOR MORE PENETRATION BEYOND 0.50• INTERIOR CHANNEL INFORMATION. METAL THROUGH FRAME 3115-NW TAPCON S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND FLATHEAD IN INTERIOR 1.25- 1.76' DATE: 01.23.18 SIDING. CONCRETE:TF3000PSI CHANNEL 3116•ITWTAPCON DWG.BY: I CHK.BY: 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT HEX HEAD IN EXTERIOR 1.25• 1.75• HR H FN 33f COATING. CHANNEL" 3/16•ITWTAPCON SCALE: NTS 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLAT HEAD IN INTERIOR 1.26• 1.76• SW D050 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MAsaNRY:cNtu paras CHANNEL DWG.N: C90 MIN.2000 PSI 3118•RV!TAPCON SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS --- - HEX HEAD IN EXTERIOR 125, 1.75• Ire SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CHANNEL - 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 Dania Beach,FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door,Wood Edge 61-811 Outswing Impact Glazed Single or Double Door Unit for Florida Product Approval Report No. 3392 Current Florida Building Code Method: I—A(Certification) Category: Exterior Door Assembly Sub—Category: Swinging Exterior Door Assemblies Product: Contours'Steel Door, Wood Edge Material: Wood/24 Ga.Steel Product Dimensions: 74"x 80.75" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls,, OR.97601 Prepared by: % 0 Hermes Norero,P.E. 7 . Florida Professional Engineer#73778 Date:01/26/2015 Contents- Evaluation Report Pops 1-5 0t rAr /ON Digitally signed by Hermes F.Norerp,REE # %"%% rero, Reason:I am approving this document Florida No.73778 Date.-2015.02.0911:1553-05'00' / BUILDING DROPS A Perfect Solution in Every Drop Date- 01/26/2015 Report No: 3392 Certificate of Authorization:29578 Manufacturer. JELD-WEN,-inc. Product Category: Exterior Door Assembly Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method(1)(a) Product Name: Contours Steel Door,Wood Edge (impact) 74"x 80.75" Scope: This is a Product Evaluation Report issued by Hermes Norero,P-E.(Fl.#73778)for JELD-WEN inc. based on Method la of the State.of Florida Product Approval,Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any-other entity involved in the approval process of the product named herein. This-product has been evaluated for use-in locations adhering to the current Florida Building Code. See Installation Instructions JW0509-03,signed and sealed by Hermes Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used In areas requiring wind borne debris protection this product complies with Section 1609.1.2,of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero,P.E. Florida No.73778 Page 2 of 4 .. �_ . .. . r . _. ! . , . ; :ter.: :. . . .. . s . . r. i' , BUILDING DROPS A Perfect Solution in Every Drop- Date: 01/26/2015 Report No: 3392 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute,Inc.(FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: 0 TAS 201-94 0 TAS 202-94 * TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FOC Organization#TST1589). Report NCTL-210-3195-1, Report Date:01/08/2013 Report SIW2011-070, Report Date:06/03/2011 2. Quality Assurance, National Accreditation and Management Institute (FBC Organization#QUA1789) 3. Certification Agency National Accreditation&Management Institutie,Inc. (FBC Organization#CER1773) 4. Material Certification Miaml-Dade RER—Product Control Section NOA Eastman Chemical Co.—Saflex HP Interlayer S. Component Material Testing of Dyke Expandable Polystyrene by Intertek Testing Services NA,Inc. ASTM E84-08 Report#:3113726SAT-001 RI Report Date:03/13/2009 Hermes Norero,P.E. Florida No.73778 Page 3 of 4 ._ - � � � q� s .. �, � � _ r ', 'y v. - ., ..?. F�,.� .1v .. Ur.. J � � . _ -. :..t - i . t L:. � .. �. .t..... t' _ y..-. BUILDING DROPS A Perfect Solution in Every Drop Date:Report N 01/26/2015 o: 3392 Certificate of Authorization:29579 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology,if any,between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN,Inc.has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions,it has been found that no significant technical changes have been made to.the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC including HVHZ provisions. Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate Where one by(IX),non-structural,wood bucking Is employed,use 3/16"diatneter n Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(JW0509-03)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive. 60 PSF Negative 60 PSF Hermes Norero,P.E. Florida No.73778 Page 4 of 4 . y is � _ '! � � �. � � � �is ., NOTICE OF PRODUCT CERTIFICATION r, CERTIFICATION NO: NI006255-R7 DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 104-3 REVISION DATE: 05/05/2015 To verify that the"Notice of Product Certification"is valid,please visit www NAMICertification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Series"Contour Premium Steel Door" 3737 Lakeport Boulevard Double In-Swing/Out-Swing Steel Wood- Klamath Falls,OR 97601 Edge Entry Doors w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing:IG-1/8"Tempered Glass/ Laminate-1/8"Annealed Glass/0.090"Solutia Interlayer/1/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure:+60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1/SJW2011-070/W-1556/W-1565 Expiration Date: September 30.2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 ... ., n. n �:.I .:. '.. ,�. ?� k '� f >. ' � � � � r. i � ... -. :_ � •� •- ... y �'� � ! r. at Ile pQN y CD CD 80 3/4'MAX.FRAME HEIGHT 4.mw vl t-k! �eA 1N IJ g oqw $ ` 62 0/0'MAX. D•L•0.- �5 py 70 1/4'MAX.PANEL HEIGHT 80 3/4'MAX.FRAME HEIGHT e�w g =fie q 0 0 _L ,111111111NIr i;l��rl \ � cf�N ��1 * rrnr ea CCCy O L)w . 62 6/8'MAX,D.L.O. 79 1/4'MAX•PANEL HEIONT ryrr/11111111111\ G z Y $ $ PRODUCT: F7 �p o _ _ I 'COATBIIRS STEEL DOOR, WOOD EDGE 6-8 OUTSWING IMPACT GLAZED Jlrlttnos ' ' mSINGLE OR 3737 Lakeport Blvd, �V PART OR AHSEM94Y: Klamath Fells,Oregon 97601 W CENERALENOTEDNS& pax(641)860.2609 8 80 3/4"MAX, OVERALL FRAME HEIGHT z n - - a 82 5/8"MAX. D.L.O. M �Cyryl t, � W �7= 14C V p .nt pig I}p�+��ryj Iy A 44401 m N o �p 1 MIN. 8D 3/4"MAX.OVERALL. FRAME HEIGHT c A �IN. EMS EMB, Q to kt VY� 82 5/8"MAX. W-0, S is `'iC TIT PERZ i ;{. *,i'�•;. ,.gip• . E[ m o - ,,,Ntttttrrrrq • NtM 4-2z fit rn � g �o a �<<+trliH4t�NR� c o R }� 1'DR76IIRS STEEL DOOR. WOOD EDGE 9 aRFv 510 8-8 OUTSWING IMPAOT GLAZED wrxoowa a 000ta 3737 Lakeport Blvd, m arm as Ass[�r9�r: gg Klamath Falls,Oregon 97801 VERALL (641)682-3401 OFDM 7ERtAALL ONS Foxph'(841)050-2609 I N A-, o +l tri. r v ti:•1. I' f 7/t' M { :, PANEL TNK• PANEL 1KK. ',"i 1J„S4 V m Ff•�.,Jyd g O � al s p S a P 1 v —E 1.1/20/15 15TH-EDITIDV7W Pxoouon CDNTODRS STEEL DOOR, WOOD EDGE REVIst 8-8 OUTSWWG IMPACT GLAZED Hoo—w4 i"aoosi' m 5 UsIDOOR UNIT 3737 Lakeport Blvd. A �n PANT Op ASSEMBLY, Klamoth Falle'Oregon 97601 I.J Qi c5 w HORRONTAL CROSS SECTIONS Ph.(6 41)892.34171 Pax(641)060.2809 �zE f MW4, 60 3/4'MAX.OVERALL FIUME HEIGHT oa lEMe• � $� F LO�62 6/8'MAX.D. old F o Z ,� �^^L:i•y%n PANEL R. ^J 0 ti bij ypU�df*Uppr � � a '��nnanu�a� Q RI I PRODUCT: M P C8AT0DRS STEEL DOOR, WOOD EDGE T I,p Y 0-8 OUTSWINO IMPACT OU12EDSINGLE A7TIiRD01rR 000a 01 PART OR AS ORDOUBLE_= UNIT 3737 Lakeport Blvd, u 1X-9t�CK do TI�Nq` INSiyLL IN Klamath (541)882�348on j7B01 - CO NCREI'E/MASONRY CROSS SECTION Fox 1541)680.2600 80 3/4" ---I 13 7/8" TTP, �--I�8" , E �.--38 3/6' s 1/2' SEE DETAIL C SHEET 8 a II m i i i m r r m I I I 1 m N u ryIly 1-6,TYPICAL w m 6'TYPICAL �In 7 3/g*— m r 38 3/8" N a or 69 3/B' or 4 r 9 eD 3/a" 13 7/8"TYp. — 6' n cry a t1 w +� 36 3/8"-- 8 1/z' U N V a Nr U C ` a r L m —6'TYPICAL �" v 8`TYPICAL-" N r T 30 3/6" to > m 69 3/8' '1j11111111 Nfltl � dd'1- y lig N r r' 11 13R*'O 11l+NIH1{1/1�@@1 s3PaC017MRS STEEL DOOR, WOOD EDGE ' a 0-8 OUTSWING IMPACT GLAZED wfpooNa aoasi 3737 Lakeport Blvd. m PART¢g/�$E4 WBLY, Klamath Fella,Oregon 97001 8 w s ANCHORING LOCATIONS Ph.(041)862-3401 w &DETAILS Fax(641)860.2609 W A P . �. � A _ Nto to x w� g �G J � �70 pp N � w o W o b b m %All 29 79 p ca n 7• Bz B 0' r+ p. 3,4" r N Cl .ttt4:t�.i itA ?• tz 14 Q 'Ac b N pis+ M MPX n � Ory TMK� n M 1 g g n W `` { EOOE *tpoo�i o,glv 97601 ry •••••••�'•p•L�•, P'Cb�A10 'dllRs STW,NOOMPAOT 0 Co Nia"ttk fall 5, Z•5809 Ph't A11800.2 4" 0 m / 9 16a �-- Q O h• A'"'p n O Q O I �.---4 9116. Omm x VLM a a r s J XB F/AflERJDIA7ED Ply /�Bl1TT ASkG�4zalsl2 CA t O yAtc[ SLON 11BATAE/bTR/P 'f .'$ l•D(BAIX1RAl E- SCALE: 6--1'-!7' „ SLS4L& C=t'"O' L„/QAS-650 SCdL 6'si'-Q' SL^.tL lv s 2 2 1/2' 1 13/16' u 1 " r/a _L r_3 1/8. 13116- T1 ! _T a 15 O { 0 _ !d .E 26 sf16' v 31 TOP AAL Av .BINGE S1`ILE((LYLj df IL �0 13 _gjg/Xb PS-ATE 17 p�At�C�V ASrrz1G 2f l dacx ecacx- Rann 22 A sats LVLA v1u. cALI•. 1 SCAM 6'=f'-O' SCAM 6-=1'-O" SCAL& 6-=1'-fl' gog m 1 2 t/2*1 --� 1 3/4'till 0 (D Q t8 /^`\ m h �. m ASTRRCAL BOLT FIAT.- C/R STEEL ROD ASTAAGRL SILL Oft ALLEN FRAXE f2 �C6Ano1rAT�E {8 sxAL s lAis o- 3D sc 6063 6-JF'S-JF' ��pnnnuq� 3/16"C- TE '"• +' aac 6118113 �."' 1-USE g10 woGO INSTALLATION SCREW W/1 1/2-WN. EMBEDMENT �.`2 j p+„ 1 WHEN 7NSTALIWG tNTO Vlt10D SUBMATE AT HEAD B JAMBS. ' soaFAS 1XfiED 2-USE�8 x 2 1/2"PF71 WOOD SCREW WHEN MSTAWNG INTO MULLIONS. *_ i*= um m. EAG �� 3-USE 3/16"RW TAPCON ANCHOR W/1 1/4"Nth.El1BED. t>R at& WHEN 1NSTALLWC INTO CONCRETE{YASOM SUBSTRATE AT SIDEUTE SRLS. PMlk A�E�JNE RETAIL `ems JWDSD9-0' SCALE: 1/I'=i'-O" aim 7 m 7 Florida Building Code Online Page 1 of 3 SCIS Home I Log In User Registration I Hot Topics ( Submit Surcharge ( Stats&Facts I Publications I Contact Us 1,BCIS Site Map{ Links + Search rl Florida a-'pU$ Product Approval SER:Public User e & Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail Sim ` FL# FL14911-R10 _ Application Type Revision Code Version 2017 Application Status Approved Comments public comment.05/18/18 Archived ❑ Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,N]08902 (732)435-1000 jonberrian@slbp.com Authorized Signature ]on Berrian jonberrian@slbp.com Technical Representative ]on Berrian Address/Phone/Email One Silverline Drive North Brunswick,N]08902 (732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email 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 Hermes F.Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL14911 R10 COI COI Silverline SS 2017-06-14.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/W DMA/CSA/101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDr... 10/1/2018 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2018 Date Validated 04/20/2018 Date Pending FBC Approval 05/01/2018 Date Approved 06/12/2018 Date Revised 08/17/2018 Summary of Products FL# Model,Number or Name Description 14911.1 V1 Series/50 Series(2000) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No. FL14911 R10 II SWD017 SS 2017-10-20.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5140 SS 2017-10-20.odf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.2 V1 Series/50 Series(2111) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R10 II SWD018 SS 2017-10-27.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5141 SS 2017-10-20.1df Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.3 V1 Series/50 Series(2200/2300) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R10 II SWD019 SS 2017-10-27.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 RSO AE PER5142 SS 2017-10-20.odf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.4 V1 Series/70 Series(2127) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R10 II SWD049 SS 2018-04-20.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5485 SS 2018-02-14.odf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.5 V1 Series/70 Series(2127) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R10 II SWD050 SS 2018-04-20.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5486 SS 2018-04-19.odf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.6 Vi Series/70 Series(2907/4907) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R10 II SWD020 SS 2017-10-27.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDquZRj 59%2fDr... 10/1/2018 Florida Building Code Online Page 3 of 3 Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5143 SS 2017-10-27.Ddf Report for allowable design pressures,sizes,installation I Created by Independent Third Party:Yes requirements and limits of use. 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Product Approval Aoeepls: IWAV--, L____1 RE .M Credit Card _ Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDouZRj 59%2fDr... 10/1/2018 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Corp. V1 Series / 70 Series Single-Hung Window (2127) (Impact) (HVHZ) for Florida Product Approval FL## FL14911 Report No. 5486 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: V1 Series/70 Series Single Hung Window (2127) Material: PVC Product Dimensions: See Installation Instructions,SWD050 Prepared for: Silver Line Building Products Corp. One Silverline Dr. North Brunswick, NJ 06902 Prepared by: ��� ;��,� E Hermes F. Norero, P.E. N . 7 7 Florida Professional Engineer#73778 ` * = � -o SA OF Date:01/23/2018 ?s 'i OT O IOP. Contents: J* Evaluation Report Pages 1—3 Digitally signed by Hermes F.Norero,P.E. Hermes`FIN o006','P.E. Reason:I am approving this document Florida No.73778 Date:2018.04.19 00:55:47-04'00' .g y BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 01/23/2018 Certificate of Authorization:29578 Report No: 5486 Manufacturer: Silver Line Building Products Corp. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method (1)(d) Product Name: V1 Series/70 Series Single Hung Window(2127) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line Building Products Corp. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. See Installation Instructions SWDOSO,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing,or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWDOSO require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SWDOSO for size and design pressure limitations. Hermes F. Norero, P.E. Florida No.73778 Page 2 of 3 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 01/23/2018 Certificate of Authorization:29578 Report No: 5486 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Current Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association (FBC Organization#:QUA2515). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06/09/12 • AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories,Inc. (FBC Organization#TST1589) Report: Dated: NCTL 110-16327-1 08/13/2013 Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18 NCTL 110-16327-2 11/05/2013 NCTL 110-16327-3 08/13/2013 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#:QUA2515) 3. Material Certification Miami-Dade County Notice of Acceptance Eastman Chemical Company(Previously Solutia) Saflex(Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Installation: Refer to Installation Instructions(SWD050)for anchor spacing and more details of the installation requirements. i Design Pressure: Refer to Installation Instructions (SWD050)for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No.73778 Page 3 of 3 Silver Line SILVER LINE BUILDING PRODUCTS CORP. byA' ` n C ONES V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127) NORTH BR'UN9W Of,NI 8902 (IMPACT RA TED)(HVHZ) .:IBM 2363728 Z� E e N V f`. •�'u� Q���a w3LL' zpO o Z af"sb En°p � (93mSa� oz GENERAL NOTES: �3 tnz og` w l7 zCC 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALLSIZE TABLE OF CONTENTS > >:m" MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE .+= tO FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION > BEEN EVALUATED ACCORDING TO THE FOLLOWING: i a • TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMITAS 202-94 1 - GENERAL NOTES&GLAZING DETAIL • TAS 203-94 2 - ELEVATION&ANCHOR LAYOUTS ~ a • ASTM E330-02 3 - VERTICAL SECTIONS REMARKS BY DATE • ASTM E1886.05 • ASTM E1996.06/09/12 4 - HORIZONTAL SECTIONS • AAMA/WDMA/CSA 101/1.S.2/A440-08 S REINFORCEMENT DETAILS HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF ANDS NOT8EREPRO0=D1N WHON:ORPART WITHSTANDING AND TRANSFERRING APPLIEDWBNDOT WMIN!CONSWOFaUN➢ING DROP;WC PRODUCT wmanoxs,ADanoNs,NwNucxrme.oR orxu LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THENuwNcs Te TxN OONIMFMAAE xmPERMrREDAN. ENGINEER ORARCHITECT OF RECORD FOR THE PROJECTOF NvwDA ou alnrtlunox. Igi[ally sign to"WATE6 JJJlorero,P.E. INSTALLATION. 43/64"O.A.I.G.LAMINATED GLASS Reason:IqAA t�ddotyJr ant 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: ate:%08. 3: (6�'0*j' .e ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER !��-� `S•, �O �� RECORD FOR THE PROJECT OFF SIALR OR ARCHITECT OF 0.090" AFLEXANNEALED GLASS + N ] ] RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY -0 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS $ A OF GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION \ i�T O IDP.' vi TO DEVIATE FROM THE REQUIREMENTS LED A LICENSED ENGINEER OR IFIC DOCUMENTS AR HIT TH ITECT SHALL H LLPLN REPARE SITEUMENTIEXTERIOR \\�SPE INTERIOR '�Yf&ir NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCTI F APp NN.7 r APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER ORBULONO DIC .B I 395 DANIA AHL ANA BEACH. o \ FEPE Mt OF AUTHORRAMON N.2057! a STEEL SPACER A S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FL k: ON THIS PRODUCT IN AREAS REQUIRING IMPAR 1/8"OR 3/32" MIN.GLASS F L14911 $ RESISTANCE. BITE 7/16" 6. WINDOW FRAME MATERIAL:PVC - SETTING BLOCK DOW 995 SEALANT DATE: � 01.23.18 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD DWG.BY: CHK.BY: COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL HR I HFN OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS g CHAPTER 23. NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD050 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS._ CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET: e RESISTANCE. - - OF 5 Silver Line g s2AncWWfi C ONE SILVERUNE DRIVE NORTH BRUNSWICK,NJ 08902 PH:18001234-4228 MAX.O.A FRAME -' Z WIDTH 52" z N ° v MAX.D.L.O. w= z 0- WIDTH 47.69" 0:.3 3"MAX. 6"MAX. 1,25"MAX. m p i C7 a s A B FROM O.C. FROM I-� I \3 Q a a 3 3. CORNERSCORNERS I W j F Co NOTE: ;x m ALL FASTENERS ABOVE w THE MEETING RAIL IN THE INTERIOR JAMB 6"MAX. .On TRACK MUST BE FLAT HEAD n0.. I' d HEIGHT33.500" C O D.C. REMARKS BY DATE 4 MAX.0.Al 12.50"MAX.FRAME D.C. HEIGHT 73" D T_ TH M TH PR PERIY OF BUIU)ING Ofl PB.IN MD—NOTREREPR0—IN MOM RPAR( 4 WAIHTEMTmNSD—ON;HIGINGNIING,OR OWER. MAX.D.L.O. nX11 nX.. nXn MARKINGS I�AU DONMEMARE NOTPERMINEDAND HEIGHT33.50" 3"MAX. 6.25"MAX. RaRnPlun u. FROM FROM CORNERS CORNERS ````� 1islEIJO�''',,,'' S* N .7 7 ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT s a of ` i��.c� O IDPH;'�llw SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW i4�i�s•O HE�kI p,No 7! FLORIDALPE No 7322!70 388 BtR=M CROPS.ZINC DANIABE FL 1700{&M E FAPE{EAT.OF MTHORO'ATION Na 22FM FL#: FL14911 l DATE: 01.23.18 P DWG.BY: cHKHFN SCALE: NTS DWG.#: SW D050 SHEET: OF 5 s Silver cWWfi C ONE SINERUNE DRIVE [� NORTH BRUNSWIOR,NJ G8902 PH:800 2344228 E w 3 .0 SEE GLAZING SEE GLAZING V=m^ DETAIL,SHEET 1 s DETAIL,SHEET 1 O O w j > y In m i J <0 2 m 6 Ft- a REMARKS BY DATE = W EXTERIOR INTERIOR 2 EXTERIOR INTERIOR NG 0. �W D 5!W L NOf BF IIFpROOU®M NMOtE OR pNR X x WRNOUFWW}iENCOHiENf OF&11LWHG OpOpS,pG ALTFMTpN4A00R10Ns.HILTRIGNRN40RODIER MARgNGs nlnus MFMARFxOf pFRM1uf1F0AND INVALIOAATE WR QRnFlFATWN. SEE GLAZING SEE GLAZING S A OF a: DETAIL,SHEET 1 DETAIL,SHEET 1 �i OAF O IDP..•' (�/;� vI I HWIEtN-NdI7? c O Fl LOI PX-O INC BUII9N9 DROP$INC� -�� J98 DMBA WAAOOL FL SSOOi E - RPE OW..OF AUTHOROATM No 29M FL#: FL14911 DATE: 01.23.18 DWG.BY: CHK.BY: HR HFN SCAL: NTS VERTICAL SECTION B� VERTICAL SECTION owGE#: SWD050 3 NAIL FIN 3 TFIRU FRAME SHEET: OF 5 Silver Line g O2Andeisfd ONE SILVERUNE ORNE NOUM BRUNMM M OS902 PH:BOD 2364228 SECTION FOR INTERIOR SECTION FOR F= E BLOCK&TACKLE SEE GLAZING SEE GLAZING CONSTANT FORCE N z BALANCERS o� DETAIL SHEET 1 DETAIL SHEET 1 /oma BALANCERS = z 1 wo M o5�� 3 o z Z z s s i '4;r oo6LL � J W w ¢ 5A j= = mmm EXTERIOR W a a. L D.L.O. REMARKS BY DATE MAX.FRAME WIDTH HORIZONTAL SECTION 4, UPPERSASH 0.0 pNOSNgLLNOf N R%SEW0FW1 WNOIE 0 PMT WRNOVf WNREN CONSEM OF&lI1DIN0 OROM,IM Al1ElUTpN;A0DDI0N;XIGXDGXIIX400.OMA SEE GLAZING SEE GLAZING MMNNGSlOTX15 WGIMEMME HOTMMYNFDAND DETAIL SHEET 1 INTERIOR DETAIL SHEET I % DDR�RDX� ```���1111111�/���/ % 1 e e I . OF �O''' EXTERIOR ..O f D.L.O. - NE3EIDfCIppltLa!dM PM N. "N'"N'SC XB E O�NA B DR /ax € MAX.FRAME WIDTH FEPE CER°TANIAOP M HORI7rLAIM N.29M 3 � FL ti: HORIZONTAL SECTION FL14911 4 LOWER SASH DATE: 01.23.18 s DWG.BY: cHKHFN SCALE: NTS DWG.a: SWD050 SHEET: OF 5 1/4"MAX. MIN. SUBSTRATE MIN.EMBEDMENT SHIM SPACE SUBSTRATE SUBSTRATE Silver Line � EDGE DISTANCE BY OTHERS 3 BY OTHERS INTERIOR BY OTHERS BrAnlieiseri o SCREW IN THE INTERIOR CHANNEL MIN. MIN. EDGE DISTANCE EMBEDMENT L7 u ONE SILVERUNE DRIVE SCREW IN THE EXTERIOR w z NORTH BRUNSWICk N108902 CHANNEL Z N PH:800 2364728 PERIMETER SEALANT —� 1/4"MAXPz CJ BYOTHERS SHIM SPACE PERIMETER SEALANT Q J O z BY OTHERS 1/4"MAX. z L^., E e5_ EXTERIOR MIN. SHIM SPACE N V„I m< a EXTERIOR INTERIOR EMBEDMENT EXTERIOR INTERIOR w 3 88. 0.m A VERTICAL SECTION wo F ZZ 0Pa HORIZONTAL SECTION OR Z >r-- Z g s='�I � � HORIZONTAL SECTION � „ s���-� J" THROUGH FRAME(HEAD) 6- THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) w z aH...a o w Z Zrii2 m 1/4"MAX. N= off z m SUBSTRAT SPACE REINFORCEMENT DETAILS > $ a BYOTHERS W a 0.34" �_ a INTERIOR 0.83" z 2 �� IIS I1i--�H 0.13" REMARKS BY DATE E7E)1rERIOR 0.77" 91. EXTERIOR u INTERIOR0.06" 0 87"I LOCK RAL TOP0.46" °° t 0.45" IO LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH E ALUMINUM ALUMINUM ALUMINUM AxOsxauxmeEREVRDD xsD NwNaEmPha YATNOUr VAV TRN ELNSEM OT&IIIgNG DROPS,ING ALTERATIONS,ADDITIONS,RIG INGHfING,00.OMER MIN.EDGE MARDry Gs m rNH DoaN Exr ARE xm vcnmart0 AND INVALIDATE OUR RTDRCAIpN. DISTANCE R rDj-'� `II\1111 /HORIZONTAL SECTION VERTICAL SECTION ANCHORSCHEDULE f/" 6 NAIL FIN(JAMB) 6 MEETING STILE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE O e WOOD:MIN.SG=OSS 08 WOOD SCREW 1.5• 0.75' � :'�.�•E..S••' •O INSTALLATION NOTES: PAN HEAD NAILING FIN 3THREADS MIN * N N '7 7 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METAL:18 GAUGE Steel, pe TEKSCREW PENETRATION BEYOND 0.60• /C " MW.FY-33KSI METAL S A OF 1r 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCE INSTALLATION OF THE p10 PAN HEAD INC) MAXIMUM SIZE LISTED. EXTERIOR CHANNEL t // 5' 0.75' HA ,n O 3 DETAILS(LE.'VWITHOUT CONSIDERATION OF TOLERANCES).TOLE RANCOES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT, WOOD:MIN.SG 0.65F10HEADINTHr CHANNEL1.5' 0.76• FLORIDA NFLORIDA PE NDo 7S 737MC 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM IRAIna,o mops.Inc 3 THREADS MIN p1E PAN HEAD IN Jae E NIA B ACK R. 3 1b E WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. PENETRATION BEroELD 0.50' DANu eEAo1.n 1,aot EXTERIOR CHANNEL METAL:18 GAUGE Steel, METAL FIVE CERT.OF AUIMORRAYM Na 291M 5. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENTAND EDGE MIN.y=33KSI 3THREADS MIN FL": FL14911 DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE p 910 FLATHEAD IN THE 30N SHEET MORE INTERIORCHANNEL PENETRATION BEYOND 0.50• INFORMATION. THROUGH FRAME METAL 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND FLATHEAD ININTEUOR 1.2W 1.75' DATE: 01.23.18 SIDING. CONCRETE:7c3000PSI CHANNEL g 3116-ITW TAPCON DWG.BY: CHK.BY: g 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIALOR HAVE A CORROSION RESISTANT HEX HEAD DINNEXTERIOR 1.25' 1.76' HR H F N Y COATING. EL SCALE' NTS 3116'17W TAPCON 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLAT HEAD IN INTERIOR 125' 1.75• FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRY.CMU parAM CHANNEL DWG.11: SW D050 CEO MIN.2000 PSI WIS•ITWTAPCON SHEET: 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS _HEX HEAD IN EXTERIOR 125' 1.75' SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CHANNEL 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5