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Building Permit Application
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: I ' Permit Number: 445 RECEIVED " NOV 2 6 2098 o_ Building Permit Applicati QST. Lucie County, Permltting`" 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: PRO-POSED (N'PROUEMENT.LOCATIO. : q n _ Address: 1 �.3 � dQ NO 0 9 D R - t� F / 160-c- �% Legal Description: 0S ���' / ! l r� �l U l-)9 A/ Pro.perty,Tax ID#: 3 `1 d _ 10 0 IS 3 -' 0 Lot No. ;2- Site Plan Name: Block No.8 Project Name: Setbacks Front Back: Right Side: Left Side: I' C DETA►1tED DE=�SCRdPTION Q ORKM � , � � fl } I,`,,. c `lr' H . 11A PJ 6fCa?,8'U PQ ` p o 0 w ting Ws a- il) U 0 ems_/ l 10 1 N O©W C w © 0 Al `rt/ sr&a o CO' �STR�UCTI4 INFC}R A ION: Additional work to be pertormed under this permit-check a 't at appy: _Mechanical _Gas Tank —Gas Piping Shutters _,,,<Mindows/Doors —Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction:$ .Utilities: —Sewer —Septic Building Height: O , NER/LE�S� EE: CONTR OR: Name 'IF 4-1 L/t,��'�I � Name: Address: S q 1A Y7 M 860 D IR ompany:' City: E Stater` Address:= n Zip Code: 3 Fax: City: _T State: Phone No. I /� Zip Code: Fax: E-Mail: I^f )q R_ 7' AO� ON Phone No Fill in fee simple 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. SUPPLEMENT L.CONSTRUCTION f.l'EN IOW I' FORMI�T ON: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: ''Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: 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 thepermit 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 recordipg your Notice of Commencement. Signatur f O ner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STA OF FLORI , STATE OF FLORIDA COUNTY OF COUNTY OF The forgoing instrunt was acknowledgekbefore me The forgoing instrument was acknowledged before me this day of m 20ty by this_,day of 20_ by 0Ce,z�h L C 1-3� Name of person making statement. Name of person making statement.. Personally Known OR Produced Identification ✓/ Personally Known OR Produced Identification Type of Identific ion Type of Identification Produced Produced 1 (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Commission No. KARM NIELSEN " tate ofa-Notary Public Commission No. (Seal) • Commission # GG 207484 mmission Ex ires June 12, 2022 REVIEWS FR 0PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. TIf Plan g& e elo in Services Department B°H ;1 00 Virgil is Regulations RECEIVED Fort Pierce,Florida 34982 (772)462-1553 NOV 2 6 2018 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S.489.103(7)EXEMPTIONS 5jT, Lucie County, Permitting State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license. You must provide direct,on-site supervision of the construction yourself. You may build or improve farm outbuildings, a one-family or two-family residence for your use and occupancy. You may_also_build os_improv_e a commercial building ata cost not exceeding $75,000.00 as long as it is for your own use or occupancy.You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease,which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all applicable laws,ordinances,building codes,and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial . L I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial �L I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license,I may be responsible and liable for the cost of the license. Initial IL_ I understand that,if any person that is unlicensed and uninsured gets injured on my construction project- they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medical cost,which could include loss of wages during recovery from their injury. Initial T__1 To qualify for this exemption under this subsection,an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to ft Florida State 14partment of Professional Regulation. S' ed an4,o9knowledged on this day of M® of 20 Ow erBuilder Signature STATE OF FLO A COUNTY OF The oregoing instrument was acknowledged before me this�day of by who is personally known tome or who has produced as identification._ Signature of No Type or Print Name of Notary (Seal) Title:Notary Public Commission Number KAREN S. NIELSEN SLCPDSD Revised 05/15/2014 State of Florida-Notary Public s =o = •= Commission # GG 20;0 June 84 MY Commissionp22P 12, 2 Florida Building Code OnlinePage 1 of 3 W 1t . NJ S BCIS Home i Log In User Registration I Hot Topics i Submit Surcharge i Stats&Facts I Publications E Contact Ls i`BCIS Site Map i Links -Search t Florida Product Approval RECEIVED USER:Public User , Product Aporoval.Menu.>Product or Application Search>Application List>Application Detail N 0 V 2 6 2018 FL# FL14095-R10 Application Type Revision ST. Lucie County, Permitting 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. Comments Archived E Product Manufacturer JELD-WEN Address/Phone/Email 3737 LakeportIvd Klamath Falls, R 9711LE CO�P, -,'Y� (800)535-393 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/11/2017 Date Validated 07/26/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byC... 11/25/2018 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 07/28/2017 Summary of Products FL# Model,Number or Name Description _14095:1__.- Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.04-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2025 Design Pressure:+65/-70 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 R10 II FL14095 R5 II DP65- meet the current edition of the FBC in accordance with Miami- 70 36x72 Impact Installation Instructions.odf Dade NOA for DuPont SentryGlas and DuPont PVB interlayers. FL14095 R10 II NI011567.04-113 Dwgs 07252017.pdf White PVC exterior extrusion meet the current edition of the Verified By: Hermes Norero,PE 73778 FBC in accordance with Miami-Dade NOA for Quanex.IG back Created by Independent Third Party:Yes bedded with Dow 995.Safety glazing required to the exterior Evaluation Reports at heights above 30 feet. FL14095 R10 AE PER3094.1)df Created by Independent Third Party:Yes 14095.2 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(1/8 in- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.08-R1.pdf Approved for use outside HVHZ:Yes FL14095 R10 C CAC NI011567.09-R2.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +65/-70 04/30/2025 Other:White PVC exterior extrusion meet the current Installation Instructions edition of the FBC in accordance with Miami-Dade NOA for FL14095 R10 II NI011567.09-R2 Dwgs 07252017.odf Quanex.IG back bedded with Dow 995.Safety glazing FL14095 R10 II PAV TSH FBC 36x72 SS 2017-06-26.01' required to the exterior at heights above 30 feet. Verified By: Hermes Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R10 AE PER4869 SS 2017-06-26.pdf Created by Independent Third Party:Yes 14095.3 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(3/16 in- 3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.06-Rl.pdf Approved for use outside HVHZ:Yes FL14095 R10 C CAC NI011567.07-R2.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +65/-70 04/30/2025 Other:White PVC exterior extrusion meet the current Installation Instructions edition of the FBC in accordance with Miami-Dade NOA for FL14095 R10 II N1011567.07-112 Dwgs 07252017.1?df Quanex.IG back bedded with Dow 995.Windows with FL14095 R10 II PAV TSH FBC 52x75 SS 2017-06-26.pdf insulated glass wider than 36"require setting blocks.Safety Verified By: Hermes Norero,PE 73778 glazing required to the exterior at heights above 30 feet. Created by Independent Third Party:Yes Evaluation Reports FL14095 R10 AE PER4870 SS 2017-06-26.odf Created by Independent Third Party:Yes 14095.4 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in PVB or SGP Lam-1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.02-R2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2025 Design Pressure:+50/-60 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 R10 II FL14095 R5 II DP50- meet the current edition of the FBC in accordance with Miami- 60 52.125x75 Impact Installation Instructions odf Dade NOA for DuPont SentryGlas and DuPont PVB interlayers. FL14095 R10 II NI011567.02-R2 Dwgs 07252017.pdf White PVC exterior extrusion meet the current edition of the Verified By: Hermes Norero,PE 73778 FBC in accordance with Miami-Dade NOA for Quanex.IG back Created by Independent Third Party:Yes bedded with Dow 995.Windows with insulated glass wider Evaluation Reports than 36"require setting blocks.Safety glazing required to the FL14095 R10 AE PER3091.odf exterior at heights above 30 feet. Created by Independent Third Party:Yes 14095.5 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in SGP Lam-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.01-Rl.odf Approved for use outside HVHZ:Yes FL14095 R10 C CAC NI011567-111.0f Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+65/-75 04/30/2025 Other:Laminated glazing interlayer material requirements Installation Instructions meet the current edition of the FBC in accordance with Miami- FL14095 R10 II FL14095 R5 II DP65- Dade NOA for DuPont SentryGlas and DuPont PVB interlayers. 75 52.125x75. Impact Installation Instructions pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byC... 11/25/2018 Florida Building Code Online Page 3 of 3 White PVC exterior extrusion meet the current edition of the FL14095 R10 II NI011567.01-R1 Dwas 07252017.Ddf FBC in accordance with Miami-Dade NOA for Quanex.IG back Verified By: Hermes Norero,PE 73778 bedded with Dow 995.Windows with insulated glass wider Created by Independent Third Party:Yes than 36"require setting blocks.Safety glazing required to the Evaluation Reports exterior at heights above 30 feet. FL14095 R10 AE PER3095.Ddf Created by Independent Third Party:Yes Bock K.11 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy 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 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 emalis 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: MIT 5--l—N, M j Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLRa/o2byC... 11/25/2018 .1 MAX. mom NAIL FIN INSTALLATION l�FR CORNERS 1 1/2"MIN.EMBEDMENT 2 2X WOOD FRAME MIN.DISTANCE 1e•O.C. FOR EDGE:3/4" -MAX.Ar� HRU MIN.DISTANCE NAIL FIN FOR EDGE:3/4° 2X WOOD 3 1/4"MaX 3 FRAME SHIM SPACE I tzmm 2 1/4"MAX 2 SHIM SPACE 3mm 3mm 11/2"MIN. �f0 EMBEDMENT bull s GLA13. ITE B 3 13.mm �� 0 F I I GLAZING DETAIL FRAME SECTION(TYP) JAMB SECTION(TYP) VERTICAL SECTION HORIZONTAL SECTION uoil:co,ik e...."w;wy lmy.ewom opwq. NOTE.Caulk between Nailing Flange di Wood Opening. MAX SHIM SPACE 3 FFROM MIN.DISTANCE CORNERS FOR EDGE:3/4" I z 2X WOOD FRAME PREMIUM ATLANTIC VINYL SH WINDOW Max Frame I DP RATIN6 IMPACT "WINDOW WIDTH(38'MAX.) 11/2"MIN.EMBEDMENT 36 x 72 +65/-70 1 YES TYPICAL ELEVATION WITH FASTENER SPACING LARGE MISSILE IMPACT Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1: The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 112"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by project of installation. Digitally signed by Hermes F.Norero,P.E. DuPont-3mm annealed. Reason:I am approving this document 4. Use structural or composite shims where required. Date:2014.09.19 16:26:14-04'00' This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does �� ,c� tr PROJECT ENGINEER: - DATE: ` `v ••f• " ' JELDVENKlamath3737 Lakeport Blvd not address he sealing consideration that may arise in different wall � Q' •.•' � 'i� -- 08/13/2014\ DRAWN BY: SCALE: Falls,OR.97601 conditions. For the complete installation procedure,see the instructions D.Vezo NTS Phone: (541)882-3451 packaged with the window or go to 7 ` .. CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ 7iC = J. Kantola T T = APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window DISCLAIMER: = 4C/ -- This drawing and its contents are confidential and are not to be %�T OP;� �� PARTdP OIECT D: reproduced or copied in whole or in art or used or disclosed to others rr P.E N �6�87L9 P P P r P.E. No 8�♦ except as authorized by JELD-WEN Inc. 398E D AOACIl �i14nte 338 INCTLZIO-3H7S- PFBCNAMEAND LOCATION: CAD G.No.: REV: oo SHEET ` �j'fi, OU 1 OF 3 3.5•MAL MIN.DISTANCE MASONRY INSTALLATION FROM FOR EDGE:21/2• CORNERS BLOCK RY 2 BLOCK a .A 1 LWMIN. ISS O.C. O 3 EMBEDMENT MAX.THRB n aue � 11/4"MSN. EMBEDMENT IM'MAX 1/4"MAX SHIM SPACE Q 3 SHIM SPACE MIN.DISTANCE ° V zmm FOR EDGE:2 1/2" C 'z zmm ° ti7 3mm 3mm GLASS BITE 3 g MASONRY � BLOCK T ' 'GLAZING DETAIL JAMB SECTION(TYP) HORIZONTAL SECTION FRAME SECTION(TYP) VERTICAL SECTION roreaewwa..w- va•MAX _—. -- b� -1-11SPACE B'MAX. p• '� FROM N IPCORNERS4Q . ° •• EMBE MENr PREMIUM ATLANTIC VINYL SH WINDOW 2 G MASONRY j Max Frame I DP RATING IMPACT E`°" 36 x 72 +65/-70 YES --WINDOW wl WINDDnl(3e•MAx.) —{ i TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGEr21//DISA Y LARGE MISSILE IMPACT General Notes: Installation Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 1. Seal flangelframe to substrate, of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 2. Use 3/16"ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. minimum of 1 1/4"into concrete or masonry at each location with a 2112"min from edge distance.For 2• All glazing shall conform to ASTM E1300. concrete (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads DuPont-3mm annealed. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations N" noted. It is not intended as a guide to the installation process and does `�: �i PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address he sealing consideration that may arise in different wall ��� mac` .• �i� -- 08/13/2014 JELDr'�1tEN conditions. For the complete installation procedure,see the instructions .rte;•�,� • _�� DRAWN BY: SCALE: Klamath Falls,OR.97601 D.Vezo NTS Phone: (541)882-3451 packaged with the window or go to 7 ' CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ * ,: 7� = J. Kantola -v l T ? APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window DISCLAIMER: ?� ? W -- DISCLAIMER: ' OP •• w This drawing and its contents are confidential and are not to be ,� O PART PROJECT D.: reproduced or copied in whole or in art or used or disclosed to others ''i Norweb. �� D6087 9 P P l P.E. No 8 It to 93B IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET except as authorized by JELD-WEN Inc. 398 E NCTL210-3875- 00-FBC 2 OF 3 FO ""'i• STEEL INSTALLATION CORNERS DISTANCE FOR FOR EDGES 1/2" ® 2Min.embedment of three threads 3 past frame Is,O.C. 38 gauge min 18 gauge min MAX.THRU Steel Stud Steel Stud JAMB 1/4"MAX SHIM SPACE 1/4"MAX SHIM SPACE I. 22mm MIN.DISTANCE 2 2mm j FOR EDGE:1/2" IIIJf'lp�pp�tp11 _ 3mm -4 3mm �J Min.embedment J v of three threads past frame 3 3 a GLA55BITE = I 13.mm i 3 z ® I I � GLAZING DETAIL JAMB SECTION(TYP) I i FRAME SECTION(TYP) HORIZONTAL 5ECTION VERTICAL SECTION NOTE:C N ps"..m Nailing Fkr 6w—i Ops Tq ® 1/4"MAX 6-MAX. SHIM SPACE FROM 18 gauge min — CORNERS 3 5teelStud PREMIUM ATLANTIC VINYL SH WINDOW Min.embedment ' 2 of three Threads Max Frame DP RATING IMPACT past frame 136 x 72 +65/-70 1 YES k--WINDOW WIDTH(36-MAX.) -- —MIN.DISTANCE LARGE MISSILE IMPACT TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE:1/2" L — General Notes: Installation Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 1. Seal flange/frame to substrate. of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 2. For anchoring into metal framing use#8 TEK Self Tapping screws with sufficient length to achieve a Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. minimum embedment of three threads past the frame thickness. Steel substrate min.18ga.,fy=33 ksi. 2 All glazing shall conform to ASTM El 300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 3mm annealed-11mm airspace-3mm annealed-2mm PVB Interlayer by DuPont-3mm annealed. project of installation. 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does ` •••••'•• ,Q i� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address he sealingconsideration that may arise in different wall �� -- 08/13/2014 JELDEN P y \` DRAWN BY: SCALE: Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions .Z�; \, : O D.Vezo NTS Phone: (541)882-3451 packaged with the window or go to 7 — CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ * 7kf J. Kantola -n T T c 1 = APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window DISCLAIMER: I41 This drawing and its contents are confidential and are not to be OT OP.' PART P O]ECi o reproduced or copied in whole or in art or used or disclosed to others �i aloRsxRb, �� �6887Zc P P P I F!d" P.E. No�n[an779 except as authorized by JELD-WEN Inc, 398 E� IIWG. to 838 IDENTIFIER 0 PLANT NAME AND LOCATION: CAD DWG.No.: REV: 00 5HEET 3 OF 3 �t: NCfL210-3875- -FBC Florida Building Code Online Page 1 of 3 n M -- 1 a t• 0- tt BaS Home i Lag In i User Registration 1 Hot Topic Submit Surcharge Stats&Facts I Publications i Contact Us .EMS Site Map ( Links J Search Florida Product Approval USER:Public User L ' ProductAooroval Menu>Productor Aoolication Search>Aoollotlon List>Application Detail - FL# FL14090-RS RECEIVED Application.Type Affirmation Code Version 2017 Application Status Approved- NOV A ' 201 8 Comments SL Lucie County, Permitting Archived Cl Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lak,gc oiYrNI Klamath Fa is 7 1 (800)535 f936 kA L Lw fbc1@jeldT�jen.cogaj Authorized Signature Rylee Sumner Fdcks fbcl@jeid-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Emali 3737 Lakeport Blvd, Klamath Falls,OR 97601 (800)535-3936 custorrierserviceagents@jeid-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 . TAS 203 1994 Equivalence of Product Standards Certified By C�11 affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes Q No G N/A Product Approval Method Method 1 Option A haps://www.floridabuilding.org/pr/pr app dtl.aspx?param—wGEVXQwtDgtGLR%2byC... 11/25/2018 Florida Building Code Online ' Page 2 of 3 Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval I Date Approved 07/12/2017 Summary of Products FL# Model,Number or Name Description 14090.1 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(3/16 in- 3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14696 R8 C CAC N2011635-Rl,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2025 Design Pressure:+50/-55 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14090 R8 11 DP50-55 74x62 Installation Instructions odf require setting blocks.Miami-Dade.NCAs:Quanex Building Verified By:Hermes Norero,PE 73778 Products,Inc PVC(12-1017.02 and 13-0425.15). Created by Independent Third Party:Yes Evaluation Reports FL14090 R8 AE PER3105 pdf Created by Independent Third Party:Yes 14090.2 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 54"Insulated Glass(3/16 in- 3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R8 C CAC NI011636-R1 Of Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/31/2025 Design Pressure:+65/-70 Installation Instructions Other:Windows with insulated glass units wider than 36" PL14090 R8 II DP65-70 74x54 Installation Instructions pdf require setting blocks.Miami-Dade NOAs:Quanex Building Verified By:Hermes Norero,PE 73778 Products,Inc PVC(12-1017.02 and 13-0425.15). Created by Independent Third Party:Yes Evaluation Reports FL14d90 R8 AE PER3102 pdf Created by Independent Third Party:Yes 14090.3 Premium Atlantic Vinyl Horizontal Slider(B200)74"x 62"Insulated Glass(5/16 SGP Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R8 C CAC NI011681-R1 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/30/2025 Design Pressure:+50/-55 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14090 R8 II DP50- require setting blocks.These windows do not meet small 55 LMI 74x62 Installation Instructions,pdf missile impact wind-borne requirements as required by Verified By:Hermes Norero 73778 FBC,section 2411.3.3.7 when the exterior lite is annealed. Created by Independent Third Party:Yes These windows meet small missile impact wind-borne Evaluation Reports protection requirements as required by FBC,section FL14090 R8 AE PER3103.odf 2411.3.3.7 when the exterior lite is tempered.Miami-Dade Created by Independent Third Party:Yes NOAs:Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15),Dupont SentryGlas Interlayer(11-0624.02). 14090.4 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 54"Insulated Glass(5/16 PVB Lam in-1/8 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R8 C CAC N1011745-R1 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2025 Design Pressure:+50/-55 Installation Instructions Other:Windows with insulated glass wider than 36" FL14090 R8 II DP50- require setting blocks.These windows do not meet small 55 74x54 LMI Installation Instructions-pdf missile impact wind-borne requirements as required by Verifled By:.Hermes Norero,PE 73778 FBC,section 2411.3.3.7 when the exterior lite Is annealed. Created by Independent Third Party:Yes These windows meet small missile impact wind-borne Evaluation Reports protection requirements as required by FBC,section FL14090 R8 AE AER 3101 pdf 2411.3.3.7 when the exterior lite is tempered.Miami-Dade Created by Independent Third Party:Yes NOAs:Quanex Building Products,Inc PVC(12-1017.02 and .15),Dupont PVB interlayer(13-0129.27). 19090.5 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 54"Insulated Glass(5/16 SGP Lam in-1/8 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes x14090 R8 C CAC N1011682-Ri pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/30/2025 Design Pressure:+60/-65 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14090 R8 II DP60- hqs://www.floridabuilding.org/pr/-nr app_dtl.aspx?param=wGEVXQwtDgtGLR%2byC... 11/25/2018 Florida Building Code Online Page 3 of 3 " require setting blocks.These windows do not meet small 65 LMI 74x54 Installation Instructions.Ddf missile impact wind-borne requirements as required by Verified By:Hermes Norero,PE 73778 FBC,section 2411.3.3.7 when the exterior lite Is annealed. Created by Independent Third Party:Yes These windows meet small missile impact wind-borne Evaluation Reports rM protection requirements as required by FBC,section FL14090 R8 AE PER3104.odf Y 2411.3.3.7 when the exterior lite is tempered.Miami-Dade Created by Independent Third Party:Yes NOAs:Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15);Dupont SentryGlas Interlayer(11-0624.02). 14090.6 Premium Atlantic Vinyl Horizontal Slider(8200)74"x 62"Insulated Glass(5/16 PVB Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14090 R8 C CAC NI011745.01-111.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/30/2025' Design Pressure:+50/-50 Installation Instructions Other:Windows with insulated glass wider than 36" FL14090 R8 II DP50 74x62 LMI Installation Instructions.odf require setting blocks.These windows do not meet small Verified By: Hermes Norero 73778 missile impact wind-borne requirements as required by Created by Independent Third Party:Yes FBC,section 2411.3.3.7 when the exterior lite is annealed. Evaluation Reports These windows meet small missile impact wind-borne FL14090 R8 AE PER2692.odf protection requirements as required by FBC,section Created by Independent Third Party:Yes 2411.3.3.7 when the exterior lite is tempered.Miami-Dade NOAs:Quanex Building Products,Inc PVC(12-1017.02 and 13-0425.15),Dupont PVB Interlayer(13-0129.27). Beck Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State-of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy 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 emalis 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 Were. Product Approval Accepts: ®19 Creld -Card ' :_-Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR°/`2byC... 11/25/2018 NAIL FIN INSTALLATION 11/2,MIN.EMBEDMENT yam,au°o nX 43'MA)Lt - 22X WOOD FRAME MIN.DISTANCE FOR EDGE:3/4" MIN.DISTANCE FOR EDGE.3/4• 2X WOOD 3 FRAME 1/a"MAX 3 1 X O.C. SHIM SPACE W nN 2 1/4"MAX SHIM SPACE 220 mm 2.0 mm 3.0 3.0 mm 1 MIN. X EMBEDMENT R GLASS BITE Xu 13.0 mm DOW 995 GLAZING DETAIL FRAME SECTION(TYP) JAMB SECTION(TYP) VERTICAL SECTION HORIZONTAL SECTION NOTE:f.dY N,,...NYII•p Fkrged WmA Oyiq. NOTE:Caulk hetwccn NaBiy Flange 8 Waad Opening. 1/4-MAX SHIM SPACE 3 IWWW W=(70 lux.) I MIN.DISTANCE TYPICAL ELEVATION WITH FASTENER SPACING FOREDGE:3/4° PREMIUM.ATLANTIC VINYL SLIDER 1 22 2X WOOD FRAME Max Frame I DP RATING IMPACT 11/2°MIN.EMBEDMENT 74x54 +60/-65 1 YES Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 1/2"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3 mm annealed/9 mm airspace/3 mm annealed/2 mm SGP by project of installation. Digitally signed by Hermes F.Norero,P.E. Dupont/3 mm annealed. Reason:I am approving this document 4. Use structural or composite shims where required. Date:2013.10.2417:52:46-04'00' 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind.borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor thebuilding.code. Window to achieve the rated design pressure up to the size limitations ��"w1111111111 ��� �� �/� 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does �� •••• �� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address he sealing consideration that may arise in different wall ����Q'�.•' :F,p ��♦ -- 10/14/2013 JELDI�TNK[amathconditions. For the complete installation procedure,see the instructions ;' DRAWN BY: SCALE: Falls,OR.97601 with the window or oto : 7 D.Vezo NTS Phone: (541)882-3451 packaged g .. CHECKED BY:' TITLE: www.jeld-wen.com/resources/installation. _ * *' _ J. Kantola -n T T D: = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider DISCLAIMER: -- " This drawing and its contents are confidential and are not to be p' �� Nail Fin Installation (74 x 54 ) ♦ � �•. �� O �% PRT PP�Q,OE�Na reproduced or copied in whole or.in part or used or disclosed to others ♦�� n .'�' o. . e �% 6�U 346 except as authorized by JELD-WEN Inc. 998Q e 39e IDENTIFIER PLANT NAME LOCATION: CAD DWG.No: REV: 00 SHEET 10F4 THROUGH FRAME MIN.DISTANCE INSTALLATION FOR EDGE:3/4.3 10.5•OYEOA YA%. -�FNM2 11/2"MIN. COR"M EMBEDMENT 11/2"MIN. EMBEDMENT �l 1 1 1/4"MAX 1/41=MAX t SHIM SPACE (IL SHIM SPACE 11.3TJ'MAX0.0. ^ �^ FRAME 0 ' I 22.0 mm IIS J JI 2.0 mm -4 3.0 3.O mm MIN.DISTANCE 2 FOR EDGE:3/4" n - GLASS BITE e 13.0 mm x Dow 995 ' G GLAZING DETAIL JAMB SECTION(TYP) FRAME SECTION(TYP) HORIZONTAL SECTION VERTICAL SECTION 'T T T t SwtM SP CE 3 WWW In=(74•MAX.) 2 11/2•MIN. TYPICAL ELEVATION WITH FASTENER SPACING EMBEDMENT PREMIUM ATLANTIC VINYL SLIDER MIN.DISTANCE Max Frame I DP RATING IMPACT FOR EDGE:3/4" 74 X 54 +60/-65 1 YES Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the jamb with sufficient length to penetrate a minimum of 11/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform`to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3 mm annealed/9 mm airspace 13 mm annealed/2 mm SGP by project of installation. Dupont/3 mm annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor thebuilding code. window to achieve the rated design pressure up to the size limitations �����t1 t t t ��i� 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does �� �� PROJECT ENGINEER: DATE: � ••... .• � not address he sealing consideration that may arise in different wall �� Q' ,.• F �� -- 10/14/2013 jEL])VEN 3737 Lakeport Blvd- conditions. For the complete installation procedure,see the instructions fes;•�,� .�� DRAWN BY.' SCALE: Klamath Falls,OR.97601 p : 7 D.Vezo NTS Phone: (541)882-3451 packaged with the window or go to • � www.jeld-wen.com/resourcesrinstallation. _ * ;~* _ JCHECKED BY:. Kantola TITLE: T T D: APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider . DISCLAIMER: �/ -- -- 0 O •.• ( P;• Through Frame Installation (74 x 54") This drawing and its contents are confidential and are not to be 0 �� P RT P O ECT No.: reproduced or copied in whole or in part or used or disclosed to others ,� •gf 0. 8 .` 663346 except as authorized by JELD-WEN Inc. 39 3 �Ilr�t 1QgOFh 339 IDENTIFIER No. PLANT NAME AND LOCATION:. fAD DWG.No.: REV: SHEET 2 OF 4 $rda�e+1`�7, ;t NCTL210-3897-I-FBC 00 iJ MIN,DISTANCE MASONRY INSTALLATION FOR EDGE:21/2" G.vG• MASONRY - - BLOCK 2 • 15.78.O.C. -.5" FROM d 11/a•MIN. '��' CORKERSA .a E EMBEDMENT 11/4'MIN. I 1 EMBEDMENT -4�� 1/4•.MAx 3 1/4"MAX 14.775'O.C. SHIM SPACE SFQM SPACE MAIL iFlRll MIN.DISTANCE FRAME FOR EDGE:2 U2' V V 22.0 mm -5 2.0— 3.0� 3.0— 2 X v GLASS 1 - MASONRY BLOCK DOW 999 JAMB SECTION(TYP) GLAZING DETATI HORIZONTAL SECTION FRAME SECTION VERTICAL SECTION -T T 1 1/4MAX SHIM SPACE I M IUM WOM(74'MAX) I V .a TYPICAL ELEVATION WITH FASTENER SPACING 2JEM.E.MENT1/4'MmPREMIUM ATLANTIC VINYL SLIDER a MASONRY Max Frame I DP RATING IMPACT. BLOCK 74 x 54 +60/-65 YES MIN.DISTANCE FOR EDGE:21/2' General Notes: Installation Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 1. Seal flange/frame to substrate. of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. of 11/4"into concrete or masonry at each location with a 2112"min from edge distance.For concrete 2. All glazing shall conform to ASTM E1300. (min.Pc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 3. At minimum,glazing shall be 3 mm annealed 19 mm airspace 13 mm annealed/2 mm SGP by 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads Dupont/3 mm annealed. to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor thebuilding code. window to achieve the rated design pressure up to the size limitations ����,1 t t t ' �i1 7. Maximum sizes are buck sizes and do not include fin or flange. 1. noted. It is not intended as a guide to the installation process and does `% ••••, ��� PROJECT ENGINEER: DATE: '' 3737 Lakeport Blvd not address he sealing consideration that may arise in different wall `,% �?-'.• ••F,A ���' -- 10/14/2013 jEL]WW J.:aNconditions. For the complete installation procedure,seethe instructions �,� : O DRAWN BY: SCALE: Klamath Falls,OR.93451 with the window or oto � 7 � D.Vezo NTS � Phone: (541)882-3451 packaged g ; CHECKED BY: TIRE: www.jeld-wen.com/resources/installation. _ * _ J. Kantola -o T T = APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider DISCLAIMER: ?J � -- This drawing and its contents are confidential and are not to be % '•. P P Rr E ND. Masonry Installation(74 x 54 ) reproduced or copied in whole or in part or used or disclosed to others �i o. a �� 6WYA except as authorized by JELD-WEN Inc. see L�t�! ssa ID CfL210-3897- PFBCNAME AND LOCATION: CAD DWG.No.: REV: oo SHEEr 30F4 STEEL INSTALLATION FOR DIST , FOR EOGEDGE.,1/21/2" 2 Min.embedment tom` "�''' e�NAX. pftframthree tereads I —��CORNEAS m 18 gauge min 18 gauge rain r 1 steel stud steel stud �•/� 1/4"MAX SHIM SPACE 114"MAX SHIM SPACE MAX Mugu MIN.DISTANCE 22,0 mm FOR EDGE:I/2" 2 2.0 mm -0 0. 3.0 mmr-! 3.0 mm X Min.embedment 3 !-E of three threads. Gt.Ass amTE past from ------- ---- 13.0 mm DOW 995 GLAZING DETAIL 1 ' JAMB SECTION(TIO) FRAME SECTION(TIP) HORIZONTAL SECTION 40� VERTICAL SECTION -IT T 1 1/4"MAX SHIM SPACE WINDOW Wait"(Yr MAX) l 18 gauge min 3 steer Stud SYPICAI ELEVATION WITH FASTENER SPACING 2 Min embedment PREMIUM ATLANTIC VINYL SLIDER Ptreads Post frome Max Frame DP RATING IMPACT frame MrN DISTANCE FOR EDGE:I/2° 74 x'54 +60/-65 YES FOR Installation Notes: General Notes: 1. Seal flangetframe to substrate. 1- The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. For anchoring into metal framing use#10 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum embedment of three threads past the frame thickness. Steel substrate min.18 a., Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. p g fy=33 ksi. 3, Host structure(wood buck,masonry,steel)to be designed and anchored to property transfer all loads 2 All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 3 mm annealed/9 mm airspace 13 mm annealed/2 mm SGP by project of installation. Dupont 13 mm annealed. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. Window to achieve the rated design pressure up to the size limitations �2���t t t t t f 1�7t7! 7. Maximum sizes are buck sizes and da not include fin or flange. noted. It is not intended as a guide to the installation process and does N ••••• �� PROJECT ENGINEER: DATE: not address he sealing consideration that may arise in different wall •`' �Q" ,.• ��i -- 10/14/2013ELN 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions : ;`�,� •'.�� DPAwN Br: SCALE: Klamath Falls,OR.97601 packaged with the window or go to7 D.Vezo NTS Phone: (541)882-3451 wwww jeid-wen.comlresourcestinstaNaffon. _ * :-* _ CHECKED BY: TITLE: 1 Kantola APPROVED BY: Premium Atlantic Vinyl Impact Horizontal Slider DISCLAIMER: Z. __ This drawing and its contents are confidential and are not to be �,, .'•. C Q':• �7u FART o E r Na Steel Installation(74"x 54") reproduced or copied in whole or in part or used or disclosed to others �i a ti except as authorized by JELD-WEN Inc, 988 L�itg! 998 IDENTIFIER No. PLCANT NAME AND LOCATION: CAD DWG.No.: REV: 00/rya SHEET Nt"TL210-3$97 -t 13� 4 8F 4 Florida Building Code Online Page 1 of I 00 �- �� tit. BCIS.Home i Log In i User Registration E Hot Topics ! Submit Surcharge Stats&Facts Publications f Contact Us BCIS Site Map Links Search are Pro ct Approval ENO EC� Product Approval Menu>educt or Aoulication Search>Aoplicatlon List>Application Detail .02 X FL# FL20684-R1 } Application Type Revision Permitting 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. Comments Archived ❑ i Product Manufacturer Masonite International Address/Phone/Email 1-955 Powis Road L ---a CO—, ` r '; West Chicago,IL 60185 (800)663-3667 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute .Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated' 12/18/2017 Date Pending FSC Approval Date Approved 12/22/2017 haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgs8l8UOt4Ns... 10/31/2018 Florida Building Code Online Page 2 of 3 Summary of Products F Model,Number or Name Description =its Fiberglass Side-Hinged Door Units- 6'-8"Opaque I/S or O/S Single Door Unit Impact Ratedf Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20684 R1 C CAC NI007077 01 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL20684 R1 II FL0170.1)df Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,do Created by Independent Third Party: not exceed the design pressures listed.3'-0"x 6'-8"max Evaluation Reports nominal size.Hurricane protective system not required.See FL20684 R1 AE 514010A.odf DWG-MA-FLO170-07 for additional information. Created by Independent Third Party:Yes 20684.2 Fiberglass Side-Hinged Door Units- 8'-0"Opaque I/S or O/S Single Door Unit Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20684 R1 C CAC NI007077.02 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL20684 R1 II FL0171.1)df Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,do Created by Independent Third Party: not exceed the design pressures listed,3'-0"x 8'-0"max Evaluation Reports nominal size. Hurricane protective system not required.See FL20684 R1 AF 514009A.odf DWG-MA-FLO171-07 for additional information. Created by Independent Third Party:Yes 20684.3 Fiberglass Side-Hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20684 RI C CAC NI007077.0l.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL20684 R1 II FL0170.odf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,do Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 6'-8"max Evaluation Reports nominal size. Hurricane protective system not required.See FL20684 R1 AE 514008A.odf DWG-MA-FLO170-07 for additional information. Created by Independent Third Party: Yes 20684.4 Fiberglass Side-Hinged Door Units- 6'-8"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20684 R1 C CAC NI007077.01.0f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL20684 R1 II FL0170.1)df Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,do Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 6'-8"max Evaluation Reports nominal size. Hurricane protective system not required.See FL20684 R1 AE 514008A.odf DWG-MA-FLO170-07 for additional information. Created by Independent Third Party: Yes 20684.5 Fiberglass Side-Hinged Door Units- 8'-0"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20684 R1 C CAC NI007077.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL20684 R1 II FL0171.odf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,do Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 8'-0"max Evaluation Reports nominal size. Hurricane protective system not required.See FL20684 RI AE 514007A.odf DWG-MA-FLO171-07 for additional information. Created by Independent Third Party:Yes 20684.6 Fiberglass Side-Hinged Door Units- 8'-0"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20684 RI C CAC NI007077.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs8l8UOt4Ns... 10/31/2018 Florida Building Code Online Page 3 of 3 Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL20684 R1 II FL0171.p0f Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,do Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 8'-0"max Evaluation Reports nominal size. Hurricane protective system not required.See FL20684 Rl AE 514007A.Ddf DWG-MA-FLO171-07 for additional information. Created by Independent Third Party:Yes 20684.7 Fiberglass Side-Hinged Door Units- 6'-8"Impact Glazed I/S or O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20684 Rl C CAC NI007077.03-Rl.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL20684 RI II FL0172.1)df Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,do Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 6'-8"max Evaluation Reports nominal size.Hurricane protective system not required.See FL20684 R1 AE 514008A.odf DWG-MA-FLO172-07 for additional information. Created by Independent Third Party:Yes 20684.8 Fiberglass Side-Hinged Door Units- 8'-0"Impact Glazed I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20684 Rl C CAC NI007077.04-R1.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +43.0/-47.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL20684 R1 Ir FL0173.odf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,do Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 8'-0"max Evaluation Reports nominal size. Hurricane protective system not required.See FL20684 R1 AE 514007A.odf DWG-MA-FLO173-07 for additional information. Created by Independent Third Party:Yes 20684.9 Fiberglass Side-Hinged Door Units- 8'-0"Impact Glazed O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20684 R1 C CAC NI007077.04-RI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +47.0/-45.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL20684 R1 II FL0173.0df Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7,do Created by Independent Third Party: not exceed the design pressures listed. 12'-0"x 8'-0"max Evaluation Reports nominal size. Hurricane protective system not required.See FL20684 R1 AE 514007A.pdf DWG-MA-FLO173-07 for additional information. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs8l8UOt4Ns... 10/31/2018 111 MASONITE. 149'MAX.OVERALL FRAME WIDTH °�° 0 21" MAX 36.375" MAX. U Q STORMGUARD FIBERGLASS DOOR UNIT --D.L.O. 37.5" MAX. O PANEL WIDTH B=8"DOUBLE DOOR WITH/WITHOUT SIDELITESw/ASTRAGAL FRAME WIDTH cc r GENERAL NOO t. EVALUATED FOR USE IN LOCATIONS ADHERING ® ® ® ® O THE FLORIDA BUILDING CODE AND WHERE PRESSURE LL U i REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, W Ln "U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. tz In 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF 4 I'- A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). "w 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 O .'c L t AND SMOKE DEVELOPED INDEX OF 6D PER ASTM E84. to O 4 PLASTICS STDESCRIPTION DESIGNATION FACING LITE FRAME a SELF IGNITION TEMP 1 ASTM D1929 752'F > 650'F 842 'F> 650'F i RATE OF BURNING .. . ASTM D635 0.58 IN MIN 1.28 IN/MIN SMOKE DENSITY ASTM D2843 53.47 70.27 TENSILE STRENGTH* I ASTM D638 3.27 DIFF 1.87 DIFF o r Q 5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): 52 m , TEST DESCRIPTION DESIGNATION RESULT z N SELF IGNITION TEMP ASTM D1929 779 'F> 650'F w g RATE OF BURNING ASTM D. 0.0 IN MIN g o SMOKE DENSITY .ASTM D2843 39.07 A8bN1+1/ q TENSILE STRENGTH* I ASTM D638 1 3.67 DIFFO:r • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING - -DOUBLE DOOR UNIT W,A51DELITES a (- 4500 HOURS XENON ARC METHOD 1 Qp)0 IA rn In to to j I ® ® ® ® ® ® ® ® ® ® ® ® ® ® E' ® LL DOM Due .00 Do. Do flu 00 p O�Z w m QQ>Q7 SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W`SIDELITES pQUBLE DOOR UNIT W/SIDELITES C.r`to 0D M tw ' WITH SIDELRE WITH SIDEtRE N a a a p STRUCTURAL. WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE I CO FIG MAX.WIDTH. INSWING ALL OUTSWING INSWING BUMPER 0 S Z-SERIES 0.S ..HP 0'S T4 0 S_ HIGH DAM"0 S X 37.5 +60.0 -65.0 +60.0 '-60.0 N A +25.0 -25.0 t42.0 -40.0 +50.0 -50.0 +50.0 -60.0 .+60:0. .-60,0. w O U m¢z XX 74 +50.0 '-50.5 '+55.0 .'-50.5 A +2 .0 . -25.0 +40.0 -40.0 N A +55.0 -50.5 +55.0 -50.5 1 OX or XO 75 _ +50.5. -50.5 +55 0.. -50.5. N A +25.0 -25.0. +40.0 -40.0 N A +55.0 -50.5 +55.0 -50.5 0X0': 1125 +50.5- -50.5 +55.0 -50:5" N.A' `+25.0 -2 .0. +40.0 - -40.0 N A_ +55.0 "-50:5'.+55.0 -50.5 DATE. 419107 OXXO 149 +50.0 -50.5 +55.0 -50.5 N'A +25.0 -25.I +40.0 -40.0 N A +55.0 -50:5 t55.0 -50.5 ScuE N.T.S. l � TABLE OF. CONTENTS fro.BY: SWS °a CHK.BY: SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES KURT FLORIDAP.E.R DRAWING-FNO. _f 2 ANCHORING LOCATIONS & DETAILS IDA P.E. DNC-MA-Fl017D-07 3 ANCHORING LOCATIONS & DETAILS X56533 sl+U_L OF 3 �r ,a 4 .i T- 5' SEE DETAIL y 3. —6 V Q 3" "E" __ � �p 6" 6"— s" I I —�-- s"--�— s' 4 € Mn N M° ~ Ln V U a rM 00) i YL IL SEE DETAIL W a-(!) D' Lij SOEE DETAIL — A — w w — — SEE DETAIL wB .C. 1 B w o n G m — G H — 6" 6. 3" a to I 6" - - � w 2 Ad II I I I LIP1 = o —I 3 0 3" -1 3. 3" 3. 3. 3" g" 6• a 6" 8" SERE DETAIL #8 x 2 N N > ASTRAGAL RETAINER BOLT HOLE m MUST BE DRILLED THROUGH #8 x 2" #10 x 5/8" THE THRESHOLD & INTO THE W STRUCTURE DEEP ENOUGH o a V) #10 x 5/8" FOR A 1.375 THROW t a w #8 x 2' #10 x I" DETAIL "E" ASTRAGAL = ]0 x 2-] 2" DETAIL "E" ASTRAGAL = m a o # / ATTACH ASTRAGAL RETAINER BOLT no 0 0 #10 x 1" STRIKE PLATE TO FRAME o o o m o ` #10 x 5/8" AS SHOWN. pede(dmmw!! ¢a>¢ w DETAIL "C" Ca4(tb. i' DETAIL "D" m �_ 1 0.9621 NN IO NNQ N N p 1.375" ,.--•-��� 1.437" DECMAnK wsm (Nm 16.1201.11) (CPnoNAW oDsu was(NOA u,1201.11) —r(OPMWI) 0.124•NFAT gntDOMWED .0124'YW. 0.124'NEC SIN5J1G711FND1 - .=e TEUP. 1n'e»1E 1/Ya1E wmum¢z y INSWING THRESHOLD BUMPER O/S THRESHOLD HP 0/S THRESHOLD 1 1 1 DqY o� ;;_> 293 - omr 905 DAM4/9/07 i S SUM- ({ 1.482"ff�n 1.75"ai@11.047- 1.437" r�oa a� c�a gym® DWG.BY: N SWS ; TYPICAL GLAZING DE7A?L ALTERNATE GLa_71NG DETAIL I cRA DT: T T T IMPACT RATED A s IMPACT RA7ED GLASS j DRAWING No.: Z-SERIES 0/S THRESHOLD HIGH DAM OfS THRESHOLD 141013 THRESHOLD DWG-IAA—FLO170-07 SHEET 2 OF 3 S In SEE DETAIL _3" 6"_ 6" DO i "E' SHT. 2" 3^ 3" O O -� 3 6' L 3^ I I"3^ U �o � d f i 6" I o Io s ¢ cD i ° rii I N - _ -uLi 0 Lu Q nn c v Q U r a SEE DETAIL < ti U }"D" SHT. 2 - ! - (n Z I Oco G a SEE DETAIL b "C' SHT. 2 w ° o n w ; A M A v G ui G B 6" s" I 8zt 3^ II t Qo AddmfaWAY -- 3" 3^'� 3^6 6"-1 3" SEE DETAIL 6" 6" AI Ce hli�m#ix. F SHT. 2 6" Doe 8r HARDWARE SCHEDULE a a 33 336- 7 ATTACHMENT DETAIL 1.. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND u�rn'fnrnu,m SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, IAT 5-1/2" CENTERLINE. SIGNED AND SEALED BY ROBERTO LOMAS, PE ww (FLORIDA #62514) WITH THE LOWEST (LEAST) 1.25"t I, 2. 4" X 4" FULL MORTISE BUTT HINGES. Q Q N S-S_ 0.25" o o w FASTENER RATING FROM THE DIFFERENT FASTENERS MAX 1"x12" CORRUGATED- 10X2" WOOD SCREW aa,- BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3" ROM EACH END s" FROM EACH END (L 125" ax o . . ,. AND 7" OC AND 12" OC THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL- I I- MIN x.. Dom o #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. o.z5^ I w w o x S�S �• MAX ACRYLIC p a to W� A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH SHIM ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CL LK CAU uc �a��� WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY ACRYLIC m^^ o DISTANCE MIN 1/2". ANCHOR INSTALLATION CAULK CL N No coN Q, 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD �?`tu')- ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) ; } !- 0.25" 3, THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MINN - MAX (3) 10X2-1/zEWS WOO" (4) /fD SCREWS 1ox2-1/2" SHIM WO D SCRwoc�maZ y ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT EACH END EACH END OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL DAM:�� 9/07 �. MINIMUM EMBEDMENT OF 1-1/4". r ® scaE 4N.T.S. I 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ` •� sws TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ® ® ®® CHK.BG I DRA'RING NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA-FLO170-07 MULLION (CHS) MULLION (CHS) sN�r 3 of 3 NOTICE OF PRODUCT CERTIFICATION cflfioa, Company: Masonite International Corporation Certification No.: NI007077.07-R2 1955 Powis Road Certification Date: 05/22/2017 West Chicago,IL 60185 Expiration Date: 12/31/2020 Revision Date: 05/02/2018 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Impact Rated Sidelites (w/Wood Frame or Worldwide Composite Frame'unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number& Outswing Opaque Size Pressure Pressure Rated Comments X US Opaque 3'0"x 6'8" +60/-65 0 psf Yes NCTL-210-3102-I/ATLNC 0 1 29.02-15/ATLNC 1012.01-16 Single Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 X O/S Opaque 3'0"x 6'8" +60/-60 3.75 psf/6.0 psf 1 Yes NCTLr210-3102-I/ATLNC 0 1 29.02-15/ATLNC 1012.01-16 Single 10.5 psf 2/9.0 psf' Maximum Panel Size:3'0"x 6'8" 7.5 psf s Anchor Details-MA-FL0170-07/W-1807/W-1835/W-1860 XX US Opaque 6'0"x 6'8" +50/-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 XX O/S Opaque 6'0"x 6'8" +55/-50.5 3.75 psf/6.0 psf Yes NCTLr210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16- Double 8.25 psf 2/8.25 psf a Maximum Panel Size:3'0"x 6'8" Anchor Details-MA-FL01 70-07/W-1 807/W-1835 XO/OX US Opaque Door 6'0"x 618" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 3.75 psf/6.0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelite Glazed Sidelite 8.25 psf 2/9.0 psf a Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXO US Opaque Door 910"x 6'8" +50.5/-50.5 0 psf Door-Yes NCTLr210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXO O/S Opaque Door 910"x 6'8" +55/-50.5 3.75 psf/6.0 psf 1 Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Single w/Sidelites Glazed Sidelite 8.25 psf 2/9.0 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 OXXO US Opaque Door 12'4"x 6'8" +50/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807 OXXO O/S Opaque Door 12'4"x 6'8" +55/-50.5 3.75 psf/6.0 psf 1 Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16 Double w/Sidelites Glazed Sidelite 8.25 psf 2/8.25 psf° Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8" Anchor Details-MA-FL0170-07/W-1807/W-1835 1-Denotes 7-Series Threshold Design 2-Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Outswing Threshold National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: