Loading...
HomeMy WebLinkAboutUntitled i i All APPLICABLE INFO MU9QjW JWPLETED FOR APPLICATION TO BE ACCEPTED r� jDate; Permit Number. / '' JUL A o r ° '. Building Permit Application Planning and Development Services Building and Code Regulation Division Commercial Residential 2300 Virginia avenue,Fort Pierce FL-34982 Phone:(772)462-1553 Fax: (772) 462-1578 !PERMIT APPLICATION FOR:. - Address. ;jropertyTax ID#: % 0/'7 = ��� Lot No. Site Plan Name: ��wGIL% ©(JN� Block No. Project Name: :3 New Electrical Meter Second Electrical Meter (Affidavit required) OR v- - U .a. NIS— Additional _�s:N - - �UM work to be performed under this permit—check all that apply: Mechanical V Gas Tank `Gas Piping ,Shutters Windows/Doors `Pond Electric —Plumbing _Sprinklers _Generator Roof L Pitch iTotal Sq. Ft of Construction: ��� IsSq. Ft. of First Floor: 7.1J ICost of Construction: $ Utilities: _Sewer — Septic Building Height:_ /�— Name / Name: Address: � fi'F ���`%�e� Rz Company: City: State:.'L Address: Zip Code: Fax: City: State: r Phone No. ��� ' `� ` � � Zip Code: Fax: MMMM7 E-Mail: t1. 1460 Phone No Fill in fee simple Title Holder on next pa e (if different E-Mail 1 from the Owner listed above) State or County License If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. I I DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Gi ,v n) Name: Address: _- . 41e- c. Address: City: Ff AY&-- State: /:�C— City: State: Zip: Phone 77Z— 6Z-/3q7 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 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 paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before comme cing work or recording our Notice of Commencement. Signature of Owner/Lessee/Contractor as Age for Owner STATE OF FLORIDA COUNTY OF MCLVL'i VJ Sworn t (or affirme )and subscribed before me of Physical Presence or Online Notarization this day of 202 by Name of person making statement. Personally Known OR Produced Identification Type of Identification Produced bj3S(o-sso - s7o—zll o ELLEN VAUGHN\�tipPY PUg�i n' �� ;State of Florida-Notary Public l ry�o c\-—ck V lUl =* °_ Commission # GG (Signature of Notary Public-State of Florida ) %TOFF, My Commission Expires 9§tdb&22, 2022 8 v noel.,. TAMARA A CRO�1Sc_�_-� Commission No. S� (Seal) ;?•�ti�_, Notary Public-State of Florida Commission#GG 959268 My Comm.Expires Jun 12,2024 Bonded through National Notary Assn, REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev 5 2 2 Ovo[LUC E �a- Planning&Development Set Department l� L 0 :N D Building&Code Regulations 2300 Virginia Avenue Fort Pierce,Florida 34982 (772)462-1553 OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S.489.103 (7)EXEMPTIONS 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 or improve a commercial building at a 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. 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. lit/ Initial Here. 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. Initial Here. 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 Here. 7']/Jt- ) I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial Here. � 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 contraet disputes.. . 1 Initial Here. �/j 1 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 th license. Initial Here. Ro 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 Here. //�jfV/,) To qualify for this exemption under this subsection, an owner must personally appear, sign the building permit application,and initial the above I hereby acknowledge that I have read an derstand the above disclosure statement and that I further understand that any violation of the terms of the o ne�x hall be reported by the Building and Zoning Department to the Florida State Departm �` YSfeSstSior1LI HN an acknowledged on lus /� day of U of 20 a E oP Commission Notary F`°P` MY Commissio�G 270 C et 2 a ilder Signature STATE OF FLORIDA COUNTY OF MGY-I-� / The foregoing instrument was acknowledged before me this /�-( day of I ,20�, by /rl I Cl►r c E GJl 01 t-/L- who is personally known to me,or who has produced C/10 L hJ WID-:M9 S-&—y/70 as identification. t RIM MARAACROUSEublic-state of Floridaa►'Yi('.VIC,_-G.G 1 an��C1 Cot—m—p— ission�GG 959268Signature of Notary Type or Print Name of Notary m.Expires Jun z,zo24Title:Notary Public Commission Number 6C� �!�� 261Kgh National Notary Assn. i I � I j PLANNING & DEVELOPMENT SERVICES DEPARTMENT �UNTY Building& Code Regulations Division • 1 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FILLED LAND AFFIDAVIT I, the undersigned, am the owner of the following described property, �D� -Sad 0/y-- o'o (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name(Please Print) P operty caner Signature D e STATE OF FLORIDA,COUNTY OF ACKNNOWLEDalGED+BEFORE ME THIS 14 DAY OF IJ,I )`�F 20 2-1 BY Mk 't W I jn (— WHO IS PERSONALLY KNOWN TO ME LEI)OR WHO HAS PRODUCED AS IDENTIFICATION. /� _ 1 (A fJl101- l Ctmou(ck a crouJ-- SIGNATURE OF NOTARY PUBLIC. TYPE OR PRINT NOTARY qS4 ZG COMMISSION NUMBER T OUSE ?• �: Notary Pu�te of Florida _�• o`s Commission H GG 959268 9'FoFF`°p` My Comm.Expires Jun 12,2024 / Bonded through National Notary Assn. i SLCPDSD Revised 04/11/20I I Florida,Building Code Online https://floridabuilding.org(pr/pr_app_dtl.aspx?para.. F d �'� M4='m L1.Y}'MMtATe ...-V.�. Or, BCIS Horre Log In F User Re rystrat C61W-L�pics F Submt Surcharge j Slats&Facts F Publications Conact Us BCISSfte Map Links ! search C �IO�i�l a r t t V tIJ 9 USER:PCimt6cAPP�o�Io`� g c9 2021 ern= t ucle County P rcrAtct ApprovalM enu>Product orty Fy etion List>Application Detail as FL# FL13540-R7 `�rsl��i+•P� i Application Type Revision Code Version 2020 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 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd = x Klamath Pad ls,OR 97601+ M (800)535-3936 fbcl@jell-wen.comk Authorized Signature Rylee Sumner F,dcks,' fbcl@jeld-wen.comi; eu 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 FILE '� �� Add ress/Ph one/Emai I 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 ASTM E1886 2013 ASTM E1996 2014 ASTM E283 2004 ASTM E330 2014 ASTM E331 2000 Equivalence of Product Standards Certified By Approved Testing Lab y FL13540_R7_Equiv_ASTM E330 Letter of Equivalence 07 06 2020.pdf FL13540_R7_Equiv_Equiv_2016-01 Tech Bulletin E1996 Equivalencypdf FL13540_R7_Equiv_Equiv_WDMA E1886 JELD-WEN 5 6 2016.pdf 1 of 3 11/9/21, 12:28 I I Florida;,Building Code Online https://floridabuilding orcVpr/pr_app_dtl.aspx?pares.. r Product Approval Method Method 1 Option A Date Submitted 09/29/2020 Date Validated 10/01/2020 Date Pending FBC Approval Date Approved 10/09/2020 Summary of Products FL# Model,Number or Name Description 13540.1 Contours Steel,Wood Edge 3'-2"x 6'-10",Opaque Inswing and Outswing Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540 R7 C CAC_N1010116-R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 Design Pressure:+55/-55 Installation Instructions Other: FL13540_R7_II_JW162009_ENERGY SAVER CONTOUR SWE OPQ SS 2020-09-25.pdf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports F-L13540_R7_AE PER6780 SS 2020-09-25.pdf Created by Independent Third Party:Yes 13540.2 Contours Steel,Wood Edge 6'-2"x 6'-10",Opaque Inswing and OutsNing Door Limits Use Certification Agency Certificate ed for use in HVHZ:No FL13540_R7 C CAC_NI010116-R4.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 Design Pressure:+55/-55 Installation Instructions Other: FL13540_R7_II_JW162009 ENERGY SAVER CONTOUR SWE OPQ SS 2020-09-25.pdf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL13540_R7_AE PER6780 SS 2020-09-25.pdf Created by Independent Third Party:Yes 13540.3 Contours Steel,Wood Edge 5'-5"x 7'-11",Opaque Inswing and Outswing Door with Transom and Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540_R7_C_CAC_N1010116.02-R5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 Design Pressure:+55/-55 Installation Instructions Other: FL13540_R7_II_JW162009 ENERGY SAVER CONTOUR SWE OPQ SS 2020-09-25.pdf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL13540_R7 AE PER6780 SS 2020-09-25.pdf Created by Independent Third Party:Yes 13540.4 Contours Steel,Wood Edge 5'-5"x 6'-10",Opaque Inswing and Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540_R7_C_CAC_N1010116.02-R5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 Design Pressure:+55/-55 Installation Instructions _ Other: FL13540_R7_II_JW162009 ENERGY SAVER CONTOUR SWE OPQ SS 2020-09-25.pdf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL13540_R7AE_PER6780 SS 2020-09-25.pdf Created by Ind_ependent Third Party:Yes 13540.5 Contours Steel,Wood Edge 4'-3"x 6'-10",Opaque Inswing and Outswing Door with Sidelite 2 of 3 11/9/21, 12:28 Florida;�uilding Code Online https://floridabuilding.org(pr/pr_app_dtl.aspx?pares.. r Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540_R7_C_CAC_N1010116.02-R5.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 P Design Pressure:+55/-55 Installation Instructions Other: F1-13540_R7_II_JW162009_ENERGY SAVER CONTOUR SWE OPQ SS 2020-09-25.pdf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL13540_R7_AE_PER6780 SS 2020-09-25.pdf Created by Independent Third Party:Yes 13540.6 Contours Steel,Wood Edge 3'-2"x 7'-11",Opaque Inswing and OutsNing Door with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL13540_R7_C_CAC_N1010116.02-R5.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2026 Design Pressure:+55/-55 Installation Instructions Other: FL13540 R7_II_JW162009 ENERGY SAVER CONTOUR SWE OPQ SS 2020-09-25.pdf Verified By:Hermes F.Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL13540_R7_AE_PER6780 SS 2020-09-25.pdf Created by Independent Third Party:Yes Back Ne# Contact Us::2601 BIsi Stone Rca d,TaIs has s e e FL 32399 Phone:850-487-1824 The State of Florida is an AAIEEO errploye r.Copyright 2007-2013 State of Florida.::PP rie2y Sta to ne nt::Access bi4y.Stale ne nt::R ofand State ne nt Unde r Florida law,a na i addres s e s are pubic re cords.I f you do not want your a-naI addre s s re Is as a d in res pans a to a pubic-re conk re que s t,do not s e nd ele ctronic rm I to this entty.Ins to ad,contact the office by phone or by tradtnnaI na i If you have arty ques tions,please contact 850.487.1395.•P urs us nt to Se ctlon 455.275(1),Florida Ste lutes, effective October 1,2012,ice ns aes ice ns a unde r Chapte r 455,F.S.rrust provide the De panne nt with an anuI address If they have one.The ana is provifed rray be used f or off bat cormuni:ation with the ice ns a e.H owe ver a na i addres s e s are pubic record.I f you do not wis h to s uppy a pe rs onaI addres s,ple as a provide the De pa rum nt with an enaI address which can be rrede avalable to the public.To detewine if you are a ice ns ee unde r Cha pte r 455,F.S.,please crick here. Prod u ct Approval Acce pts: Credit Card Safe I i I i Y 3 of 3 11/9/21, 12:28 1 NAMI NOTICE OF PRODUCT LINE CERTIFICATION i Certification No.: NI010116-R4 Page 1 Date: 02/11/2010 Revision Date: 10/12/2016 Certification o Program: Structural Company: JELD-WEN Code: 1822-1 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: JELD-WEN 3737 Lakeport Boulevard Klamath Falls,OR 97601 Product Line: Jeld-Wen's C°Enerpy Saver/Contour" Imuact Rated Wood Edge 24 Gauge Steel Side Hinged Doors Test Report: SJW2009-199, SJW2009-199 Addendum (06/09/2014)/SJW2009- 200/SJ W2010-001/W-1685/W-1695/W-1788 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consisted of finger jointed pine wood head and jamb members.The frame jambs were milled and joined to the frame head using a rabbet joint and four(4) 1.6 mm x 11 mm x 51 mm(16 GA x 0.483" x 2")staples per corner.The frame sill was square cut,sealed with a foam gasket and joined at each end to the frame jambs using three(3) 1.6 mm x 11 mm x 51 min(16 GA x 0.483"x 2')staples through the jamb and one (1)4.2 mm x 51 mm(#8 x 2)flat head screw through the sill per corner. 1.2 Door Leaf Construction: Each door leaf consisted of a 0.71 mm(0.028") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core.The door leaf face sheets were glued to the core and laminated veneer lumber(LVL)stiles and top rail. 1.3 Side-Lite Construction: Each side-lite consisted of a 0.53 min(0.021") thick galvanized steel skin on the interior and exterior surfaces with an internal polystyrene core. The side-lite leaf face sheets were glued to the core and laminated veneer lumber(LVL)stiles and top rail. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 I Y V P Certification No.: N1010116-R4 Page 2 1.4 Glazing(where used) Sidelites-The overall insulating glass unit comprised of two (2)panes of 3.2 mm(0.125")nominal tempered glass. Transom-The overall insulating glass unit was comprised of two(2)panes of 2.2 mm(0.087")nominal annealed glass. 1.5 Mullions:The laminated veneer lumber(LVL)integral mullion was milled at each end and fastened to the head and sill using three(3)4.2 mm x 64 mm (48 x 2.5") flat head screws. The combination mullion consisted of finger jointed wood frame head of the OXO SHD joined with finger jointed wood frame sill of the fixed transom.The mullion joint was fastened on the interior and exterior sides using one(1)27 mm x 13 mm x 0.64 mm(1.063" x 0.5"x 25 GA)corrugated nail at approximately 51 mm(2"),152 mm(6"), 343 min(13.5"),and 610 min(24")from each end. Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Global 2.3 Sills: Out-Swing-AFCO Model 117TH973 Out-Swing-AFCO Model J-2297 In-Swing-Endura ZAILP56WMF 120 In-Swing-AFCO A-276(In-swing single door only) 2.4 Hardware: Kwikset Lock Series 400 Kwikset Deadbolt Series 6600 I See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you have any questions regarding this certification,please contact NAMI at(804)684-5124. National Accreditation&Management Institute,Inc. 4794 George Washington Memorial Highway,Hayes,VA 23072 TEL(804)684-5124 FAX(804)684-5122 I I NOTICE OF PRODUCT CERTIFICATION xpc k r EA ' Company: JELD-WEN Certification No.: NI010116.01-113 Page 3 3737 Lakeport Boulevard Certification Date: 02/11/2010 Klamath Falls,OR 97601 Expiration Date: 12/31/2026 Revision Date: 10/12/2016 Product: Series"Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o Side-Lites or w/or w/o Transom(iv/Wood Frame unless noted) Specifications:ASTM E283-04/E330-02/E331-00/AAMA 1304-02IASTM E1886-05/E1996-05b To venfy that the"Notice of Product Certification"is valid,please visit www.NAMlCertification.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. Inswing Glazed Design Water Test Missile Test Report Number Co hfiguration or or Maximum Pressure Pressure Impact Dra-.ring Number& Outswin g Opaque Size PosNe s Rated Comments X I/S Opaque 37'x 6'10" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum Single Wind Zone 4 (0610912014)/PER 2947/W-I685AV-1695AV-1788 Missile Level D Max Panel Size:3'0-x 67* Anchor Details:JW 16200911-16)/AOI 1271 X 0/S Opaque 3'2"x 6'9" +551-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199Addendwn Single Wind Zone (06/0912014)IPER 2947AV-1685/W-1695AV-1798 Missile Level D Max Panel Size:3'0"x 67' Anchor Details:1W162009 1-16 1A011271 XX I1S Opaque 67'x 6'10" +551-55 psf 0.0 psf Yes SJ\V2009-2WISJW2009-199/SJW2009-I99 Addendum Double Wind Zone 4 (06109/2014)/PER 2947AV-16851W-1695/W-1788 Missile Level D Max Panel Sizc:3'0"x 6'7- Anchor Details:JWI62009(1-16)/AOl 1271 XX O/S Opaque 6'2"x 6'9" +551-55 psf 0.0 psf Yes SJW2009 200/S1W2009-199,SJW2009-199 Addendum Double Wind Zone 4 (06/09/2014)/PER 2947/W-1685AV-1695/W-1788 Missile Level D Max Panel Size:3'0"x 67' Anchor Details:1W162009(1-16)/AOI 1271 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 a�NAMI AUTHORIZED SIGNATURE: I i I ' NOTICE OF PRODUCT CERTIFICATION Vg,_ Company: JELD-WEN Certification No.: N1010116.02-114 Page 4 + 3737 Lakeport Boulevard Certification Date: 02/11/2010 !r Klamath Falls,OR 97601 Expiration Date: 12/31/2026 r 4 Revision Date: 10/12/2016 or � Product: Series"Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o Side-Lites or w/or w/o Transom(w/Wood Frame unless noted) Specifications:ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b To vepfy 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. Inswing Glazed Design Water Test Missile Test Report Number Configuration or or Maximum Pressure Pressure Impact Drawing Number& Outswin, Opaque Size Pos/N sf) Rated Comments OX/XO I/S or Door-Opaque 4'3"x 6'10" +551-55 psf 0.0 psf Door-Yes SJW2009-200iSJW'2009-199/SJ%V2009-199 Addendum Single w/Sidelite O/S Sidelite-Glazed Wind Zone 4 (06/092014)/PER2947AV-1685/W-1695/W-1788 Missile Level D Sidelite-No Max Panel Size:3'0"x 67' Sidelite DLO:7"x 63"Glazing:1G-1/8"Tempered Glass Anchor Details:JW 1620090-16)!AO 1 I271 OXO I/S or Door-Opaque 5'5"x 6'10" +551-55 psf 0.0 psf Door-Yes SJW2009-2001SJW2009-199/S1W2009-199 Addendum Wind Zone 4 (06/092014)/PER 2947/W-1685/W-1695 1W-1788 , Single wJSideliles O/S Sidelite-Glazed Missile Uwel D Sidelite-No Max Panel Size:3'0"x 67" Sidelite DLO:7"z 63"Glazing:IG-1/8"Tempered Glass Anchor Details:JW 162009(1-I6)/AOI 1271 O/X I/S or Door-Opaque 37'x T 11 +551-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJ1V2009-199 Addendum Single W/TranSOm O/S Sidclitc-Glazed Wind Zone 4 Sidelite-No (06/0912014)MER 2947AV-1 685AV-1 695/W-1 788 Missile Level D Max Panel Size:3'0-x 6'7" Sidelite DLO:7"x 63"Glazing:1G-1/8"Tempered Glass Door-Opaque " AnchorDetails: 162t09(1-16)/1 IO/OXO I/S or 5'5"x Tl l +551-55psP O,Opsf Door-Yes SJW2009-200/SJW2009-199/SJ1V2009-199Addendum Si le wJSideGtes O/S Sidelite-Glazed Wind Zone 4 (Sidelite-No 06/09/2 )014/PER2947AV-1685/W-16951W-1788 ng Transom Transom-Glazed Missile Level D Max Panel Size:3'0'x 6'7- Transom-No Sidelite DLO:7"x 63"Glazing:1G-118"Tempered Glass Anchor Details:JW 16200 1-16)JA011271 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 NAMI AUTHORIZED SIGNATURE: I JELDIVM6 --74"MAX.OVERALL FRAME WIDTH CONTOURS STEEL DOOR,WOOD EDGE 72 1/4'MAX.PANEL WIDTH TABLE OF CONTENTS 6.0 X 6-8(XX)&5.4 X 8-0(OlOX01 _36 318'WITH SHT# DESCRIPTION INSWING/OUTSWING ASTRAGAL 1 INSWING E ONS&GENERAL NOTES ccoo 24 GA.STEEL IMPACT DOOR SYSTEM 2 INSWING ELEVATIONS rl 3 INSWING ELEVATIONS&BILL OF MATERIAL GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS 6 INSWING HORIZONTAL CROSS SECTIONS f" �in BEEN TESTED TO ASTM E330-02,E331 Q0,E283-04,E1886 05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z Q J cdj SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS z 26 8 OUTSWING ELEVATIONS O LL N HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. c7 9 OUTSWING VERTICAL CROSS SECTIONS z W m NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = 25 10 OUTSWING VERTICAL CROSS SECTIONS LLI `1 F-00 2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER -' w 11 OUTSWING HORIZONTAL CROSS SECTION J Q LOADS TO THE STRUCTURE. h x 12 OUTSWING HORIZONTAL CROSS SECTION o n tn 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR w O 13 ANCHORING LOCATIONS _1 co G EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 6 14 ANCHORING LOCATIONS CL 4. FOR DESIGN PRESSURE RATING SEE TABLE 1,SHEET 1. a1 15 1 ANCHORING LOCATIONS&DETAILS S. SCALE BASED ON 1lx17 SHEET SIZE. NOTE 2 \ / NOTE 2 16 UNIT COMPONENTS 6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. \ / 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. as \ / w 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION w.mow REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH / p Ox w LENGTH/OH HEIGHT IS 1.0. fNACTIVE ACTIVE p O a1 co v) oov Ow ASTRAGAL o,b ¢ DOOR LEAF CONSTRUCTION FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) NOTE 2 0 z z '� w THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) OF CORE DESIGN:BY JELD-WEN. � Z z n N m W y ui �oz z PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA OO`b Z o SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90'OVER THE 1.688"X 1.0" TABLE 1 c z LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688-X 1.203"BOTTOM RAIL CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(01W MIN)STEEL.THE LOCK DESIGN PRESSURE RATING 0.1 BLOCK IS 1.688"X 3 VW X 12"FINGER JOINTED PINE. m=g } DESIGN PRESSURE RATING: t- 5 m SIR ELITE C wONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR =z z CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75'AIR SPACE. WITH&WITHOUT DOUBLE DOOR LL< z FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. INSWING SIDELITES)ANDlOR TRANSOM W/O SIDLITE OR TRANSOM com w0 U=O THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM POSITIVE +55 +55 w w V a u CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN ¢m o w�2 ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM NEGATIVE -55 -55 <v U pU C o o FRAME CORNERS ARE COPED.BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +q3 f/ +55 w V w v o o 5 THREE 16 GA.7116"X 2'LONG STAPLES AND ONE#8X2 F)i WOOD SCREW PER CORNER. OUTSWING o w o > INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE 0 - I 55 <U c� FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, fr •• / SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16'X 2'LONG STAPLES NO ••• /j N w AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL JOINTS,SILICONE SEALANT AND FOUR 16GA X 7116-X 2-LONG CROWN E•• i f r ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/1G"HOLE DRILLED AT THE STAPLES THROUGH THE JAMB. THE MULLION TO DOORISIDELITE IS 1-a:LLlo T ••• '� 00 CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS �MASp Nf E N TFU�TIidIJ.CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC p RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING OF THE TWO FRAMES.1'X VT CORRUGATED NAILS ARE USED ON THE * U •• o O m Q O UNITS WITH AN INACTIVE PANEL,TAKE A 112"HOLE AT THE CENTER OF THE SILL AND A EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND 98 X 2' am z METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A 4, A t DarF 1?13V09 BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 112"HOLE AT THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGT � Q� scae- CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD Q ' 1/2"=1' IN PLACE WITH 16GA X 7/16"X 2"STAPLES. ® .(\ g _ -H ME; F.NORERO,P.E. Devc.BYG.LUBSECKI SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT oupsNo.��6 f7THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 118" / �1 O cuna.RY, S.FREY ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE // \ E �aNa Beach BLVD.Sui7o 398 ,,, eno: TRANSOM FRAME CONSTRUCTION:FRAME HEADS.SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS /// \v �� Dana Beach,FL 330W J/y162009 LAh11NATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16-AIR GAP. //1 J 1 j ,1�,� \� sneEi 1 OF 16 g(] 64 1f2"MAX ^GG OVERALL WIDTH 64 1l2'b1AX O.V.A WIDTH 58 112'MAX.D.L.O. f 35 3/4"MAX 51,MAX r I I PANEL WIDTH ri I OVERALL WIDTH ' C-A t` NOTE 2 `' 26 \ 26 Q l3 m O 26 t` 6� r- 25 25 F- U) 25 i _ g _ z Lu L- ~ o0 7 w � ¢ p 6 u1YS i o 6 > a NOTE 2 NOTE 2 0 °� NOTE 2 NOTE 2 0— O co 31 Y IL a NOTE 2 5, m NOTE 2 ^ 17'MAX. / ' I� "MAX. / MULL POST W / D.LO. Co Wa 1 D.L.O. o 7"MAX. / xW D.L.O. MULL POST 7 000m u � z � , / op NOTE 2 NOTE 2I PANEL WIDTH NOTE 2 0 q1-Z W 4 w TRI UNIT(OXO) TYP. 12"MAX• NO E 2 0`� w A NOTE (INSWING IMPACT DOOR WITH PANEL WIDTH 35 314-MAX (9 4 12'MAX. NON-IMPACT SIDELITES) PANEL WIDTH =O z NOTE 2 I----�-PANEL WIDTH y 35 314'MAX TYP _37 1!2"MAX O.V.A. DUAL UNIT(OX) cc K Z w z PANEL WIDTH I FRAME WIDTH ~I (INSWING IMPACT DOOR WITH O�� MULL POST NON-IMPACT SIDELITE) , O 0Z z 0 TRI UNIT(OIOXO) n.v (INSWING IMPACT DOOR WITH NON-IMPACT SIDELITES&TRANSOM) \ 3:N:m 26 Lu y0 25 \ = 1:0 x p i J a�0WR2 �^ UC mU a 7 6 om ` d�llltlll / o(Dwoo� NOTE2 NOTE ,••'� •r O ce N v ALL S FF�O INT •• 0 0 0 / T M S CRY A1� 0 0 C ZN. w ® 0L)67 QZ Sq DATE: 12/31109 A B NOTE 2 O OF �• VALE: 1/2-=1' r ® p I�P• fME3"F.NORERO,P.E. °'nO EG.LUBBECKE PANEL 'WIDTH-' .I �S vvV�'`oasNO 11847 Ga°v; S.FREY // l� 98 Eq�?Dania Beach BLVD.SUiee 398 wuWiNG NO.: SINGLE UNIT(X) /j f 0 L 1�\ `�® Dana Beach,FL 33004 ,J W 162009 (INSWING IMPACT) ////!'1 t,��,� SHEEI 2_0G 16 Item DESCRIPTION Material 37 112"MAX O.V.A. 1 HINGE JAMB 1 114'X 4.9116-FINGERJOINTED PINE PINE O- FRAME WIDTH 2 HEAD JAMB 1 114"X 4.9/16"FINGERJOINTED PINE PINE o 3 LATCH JAMB 1-1/4'X 4-9116'FINGERJOINTED PINE PINE 31 112"MAX,D.L.O. 4 SIDELITE JAA48 1.1/4°X 4.9116-FINGERJOINTED PINE PINE 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112'MIN.EMBEDMENT STEEL p �+ 6 4'X 4'BUTT HINGE 12GA. .089"MIN STEEL 0 NOTE 2 V7 #9 X 314'PHILLIPS FLATHEAD WOOD SCREW STEEL 8 410 X 1 112'PHILLIPS FLATHEAD WOOD SCREW STEEL > CC 9 3/16-ITW BUILDEX TAPCON WITH 1 114'MIN.EMBEDMENT STEEL m O 10 COMPRESSI FOAM co F 11 INSWING THRESHOLD 6063-TSICOMP. ALUMINUM 26 �_ 12 #8 X 2112"PHILLIPS FLAT HEAD WOOD SCREW STEEL " (L Q M w LL 13 EXTRUDED ASTRAGAL GLOBAL W63-T6AL ALUMINUM Z W 00 14 NOT USED ¢ Q ao 15 SIDELITE SEAT VINYL 'IT 25 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL n w O 17 BOTTOM RAIL 25GA 0.018° GALVANIZED STEEL STEEL M z 18 HINGE SIDE STILE LAMINATED VENEER LUMBER(LVL) LVL Y a 19 1 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL / 0 20 1 LOCK BLOCK 1-11116`X 3.118-X 12 FINGERJOINTED PINE TREATED PINE w 21 ODL LIP-LITE FRAME PLASTIC w i j 22 1 NOTE 2 NOTE 2 w .VA p o t "O INSULATED TEMPERED GLASS GLASS / 23 16 Ga.7/16"CROWN X 2`LO od NG STAPLES STEEL O'O¢ Z co24 CORRUGATED NAIL 10 X 1.1116-25 GA. STEEL S a6 25 KWIKSET LOCK SERIES 400 STEEL D:CO N 0 26 KWIKSET DEADBOLT SERIES 660 STEEL p y z j 27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL o ?� W< 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w—0) y W IL 0 NOTE 2 29 NON-COMPRESSION SHIM WOOD -0 m z MAX. 30 DOOR CORE BY JELD-WEN FOAM m (g w PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS ><z z m A-525 COMMERCIAL QUALITY 0.021"MIN.THICK. bow w y a SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL F 2 (INSWING IMPACT DOOR WITH 33 CORNER PADS 2'.LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM K U a NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP 34 OUTSWING THRESHOLD 6063-TSICOMPOSITE ALUMINUM m=y�CO 35 MULL POST,EDGE GLUED FINGERJOINTED PINE PINE D O 36 3/8"ROUNDED SCOTIA uj PLASTIC x z z L9 37 SILICONE BEAD DOW 1199 SILICONE x w l zd O 38 JAMB,1-114"X 4.112"FINGERJOINTED PINE LVL iE w W U a u 39 OUTSWING THRESHOLD 6063-TS ALUMINUM <ct D w 40 ASTRAGAL BOLT 0.313 DIA STEEL y+j J (�d d d d D D U O c g 41 OPTIONAL 1X W000 BUCK GRADE 2 SOUTHERN YELLOW PINE WOOp ,rl�ti.{ �// 0 U w o o u 42 11116 O.V.A.INSULATED V8'ANNEALED GLASS GLASS �� G �• �/j D U N a 43 V STEEL BRAD STEEL �`� •.• •••. O �I < 44 ALUMINUM GLAZING SPACER I�LUMINtU ` •'• �� N r 45 GLAZING CLIP �TE E is ••• 'A �I N N O¢ 46 SASH 'a ALL 41NS�R0 T RI ; -*S RY JA��)jj qIV T1�UCT�N. 47 STRIKE PLATE(GLOBAL) .. D� : ®, D U m¢z 48 DEAD BOLT 13ACK PLATE SINGLE DOOR SYSTEMS ONLY 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL O� DAM 12131/09 50 ADATHRESHOLD s O •: Q v scut: 1/2'=V D4 NORERO,P.E. O eG.LUBBECKE / ` clncor: S.FREY S Texas No.11847 �3QW-1 Dania BeaGi BLVD.S❑i10 398 DfUW WG NO_ fit` D.1n a B.Ch,FL 33004 JW 162009 `�ddeeii)ti►�`' I sk,EET_I_Cc 26 1" 1"MIN C "MIN. NOTE t MIN.) — —1"MIN 1"A41N NOTE 1 1"MIN. MINI — ]E— NOTE _ II 1"MIN I 9 NOTE 1 x�F N_w _ I'MIN — 28 41 — 1"MIN — 9 28 41 0 C0 2 NOTE 1 28 41 g Z w � . CD F r 2 5 28 41 iX. , .• 5 I _ ` al! •a�,:.� O 29 / •. i.. 1 CA Y L 29 38 U cr -j v 2 C , /�29cd 38 36 43 I ;r Z d cV /11 `w `� _ � =z w Q. =OCDD Z SEE DETAIL A xT3, I F ?l J Q J _ SHEET 15 37 42 O = W 2 F- r �xLn SEE DETAIL A J 16 ;r' 16 O J w v— z11116"O.A, = c9 w �j � 2SHEET 15 10 x Z wm OW x M Y O�4 z w F SEE DETAIL A a LL SEE DETAIL A .A. W 2 SHEET 15 10 37 44 45 46SHEET 150. 38 °' 37 44 45 46 z N o W O 2 _ti I 38 r OO�n w t•' _ \� I �O� y --` o w o ocr _ w w J 10 0 t ".*'. Z Z )f z Zw w 0 (7 16 2 uov0 g w 4 w — ¢ F- w C9 co`Q(9 w > 11 `' EL W = UI a z x 'o c9 ?'s. z 30 30 10 � ¢ Z c1 31 n Q olo Z ¢ z ^ ^ .1.. m a a•U 31 o 17 17 w m w 2 tto-9(5 32 uj 32 z z 9 z U cW.9 30 30 I �.i W u O 11 11 3: ® r <a W cc 2 31 28 41 tl1l2' I Q8Upuc 17 17 SEE NOTE 1 EMB.MIN. 0 t // J o z w O�a LL co 20 C 32 324U~"a 1"MINI -- I— ��~ '�• �I Nr�� 11 1"MIN e` : -� I rNro¢ N. op r C VERTICAL CROSS SECTION,DOOR/TRANSOM • V A E IbtQ DtQRrrRANSOM TYP. a 28 41 1 1t2" 4 WOOO FRAME INSTALLATION m. MASO ETE INS LLATION o U m¢Z SEE NOTE 1 MIN. g .. EMB. Q, S 14 OF : wTE, 12l31i09 ° w sOaE- 3"=1' 5 I NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS � Q -- 1"MIN-- I LONG AS MINIMUM ANCHOR EMBEDMENT "n _ Q lop, °�° `V ♦ DveG®G.LUBBECKE 1"MIN �— I� 1" 1"MIN { oo DEPTH,INTO MASONRY,CONCRETE.OR do � F.NORERO.P.E. cn�1r. S.FREY A V A CTI N R TYP. MIN' WOOD IS MAINTAINED. �j sS�O \ 0� Texas No 11817 D-A%YNG No- 4 WOOD FRAME INSTALLATION 8 VERTICAL CROSS SECTION,DOOR TYP. NOTE 2. OPTIONALLY,ANCHOR CAN BE PLACED �j/ ' `^ 3�b as:Dania Boa�t1 BLVD,S.Ro 398 JW162009 4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. /! ` Dania Beach,FL 33W4 �1I1111111` s1rc�r�ar 15 Cd—Imi 1 m 1° 1"MIN 1" w g w MIN. 1°MIN NOTE 1 m r MIN. 1"MIN g r z 1"MIN9 28 41 m— 1°MIN. NOTE 1 g w 1"MINNOTE 1 y a+ H w — 1°MIN — 28 41 "Z I 1°MIN — 9 28 41 4. °' + • +• Z 5 O } •..a 29 29 .�� — Y+ J CC 38 36 r O SEE DETAILru A } 2 }Y V J C SHEET 15 37 A2 O w = x 38 36 43 r = SEE DETAIL A�' �J } _ _ O Q C? = w _ SHEET 15 n 36 43 L LL CV 11/16"O.A. O w a T= —i (M _ • SEEDETAILA—� W Y =� tLLL y 37 42 = w 37 :` SHEET 15 r 36 43 ¢ ¢r a SEE DETAIL A g 44 xq SHEET 15 11/1 °O.A Z ¢ 31 ;• ,;, 16 37 C) 0h� 37 pf ^ 44 -4 xx< LL o 30 .�.,- 31 16 Co Y CL 38 } - 37 45 46 4 w ', M iv 21 w T W 30 I tw7 Co \� 38 wl r m SEE DETAIL A 1"O.A. -- W 2 C; 21 O O o X w SHEET 12 z 1"O.A— 9 Co ' QC)- w f -- 2 1 — 7 p SEE DETAIL A w U O d m 2 22 SHEET 12 z v o 36 4322 } O x(D • — / O�Z U 37 36 43 21 } 21tu } °a 31 ., 16 37 t to a /ton X �� 31 } 31 to} —0 m � m F �F m`QC� > O 30 `i:": 31 •..•a,::'. 16 c9 a C9 0- O y N U )C 21 xT O 30 :i�.,., 17 -0 17 O m o I-- Z o 5 w O ¢ w 37 30 37 30 W cc 0 Z w p 21 C �; a a SHEET 12 1"O.A r m 2 Z SEE DETAIL A 1'O A. w 15 11 �'w m SHEEN 12 11 22 S` 15 T �Z0w f / 41 28 1112" } �W=¢O 21 21 SEE NOTE EMB. 9 �.. �' •� . a' a r w w U ra u /0) lea : 0000L'z g� 31 5 1'MIN I I 4UUOVUi, 31 _ /j..� 1"MIN I— �!}Ll V MIN umi Won LL 77 U iv ( VERTICAL CROSS SECTION SIDELITE TYP, �� 17 5 WOOD FRAME INSTALLATION �� CA S 6� TION SIOEL E TYP ari N44 Oliq NePETE INSTALLATION 37 30 37 30 w aa0, .•'+ �'v' Z NOTE 1- 1X MAY BE UTILIZED AS AN OPTIO S (j'A � 15 EMBEDMENT DEPTH,INTO MASOIl Y.CO RETE, W ^ O D 11 11 MAINTAINED. 7 7 i✓ ® a o O 41 28 1 1/2' . DATE 12/31/09 SEE NOTE MIN' a OF ' % . j 0 �' Q' o weir 3• EMB. =1 5 } 1"MIN MIF B'F.NORERO,P.E. •'af6,LUBBECKE •�� �S '• \�`v `ezaS No.11847 D-Bv+ S.FREY 11MIN �— �— 1"MIN. — 1"MIN '�/ S ,\ 7§86y Dania Beach BLVD.Su,1a398 D wn`GNO.: VERTICAL CROSS SECTION SIDELITE 1TRANSOM TYP. B VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. // O �`` ��® Danla Beach.FL 33004 JW162009 5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION /��// I 1,1 + faT.ET __CF 16 114*MAX.- 25 SHIM THK 1 112" t 1 1/4' MIN.EMS. MIN.EMS. W SEE DETAIL A 1 3 28 41 SHEET 15 E p @�\ I'MIN. > Cr E NOTE 3 9 31 SEE NOTE 4 I f4'MAX.SHIM THK:- SEE DETAIL A m 0 M 19 ,30 31 000 • -- 7 v 9k 'f,2.l4 11 SHEET 15 1"MIN. U) 1'MIN. 1"MINI -i o -<j C? 0- LL Cj 20 5 U.1 10 w w Co U.1 INTERIOR I @- , I i- 30 �t - U) w co INACTIVE ACTIVE I'MINO INTERIOR < LLI 1'MIN 6 rn Co <� z LSEE NOTE 4 W P, 4z HORIZONTAL CROSS SECTION 29 HORIZONTAL CROSS SECTION 7) co Y CL �6 VIEW AT ASTRAGAL INTERIOR 7 VIEW AT DOOR LATCH/SIDE JAMB 6 (WOOD INSTALL) —1/4"MAX. f B HORIZONTAL.CROSS SECTION 1/4"MAX 1 1/2" SHIM THK 6 VIEW AT DOOR HINGEISIDE JAMB SHIM THK.— SEE DETAIL A UJI z MIN.EMS. (MASONRY AND CONCRETE INSTALL) 11/2' SHEET 15 0 1 SEE DETAIL A 4 MIN.E�j Uj-w 1 114' 0 w SHEET 15 MIN.EMB.— M X w 0 w 28 41 SEE NOTE 4 3 �31 T30 ?21 1"MIN. (�)@ I MAX._�1114 62 SHIM THK ORO L) S ob- 0�g w T l"MIN. kE DETAIL A < 01'MIN SHEET15 z Ul-U) !-Z MIN. Uj 0 rgy Co Ui 10 to w 0 0 oc - 1 1 ? 1 12 SEE NOTE 2 SEE NOTE4 zl*MIN 9 SEE 41 28 29 3 4 INTERIOR oL INTERIOR Uj 4 'o 1'MIN NOTE 4 -z z HORIZONTAL D'� HORIZONTAL CROSS SECTION rF CROSS SECTION 20 of VIEW AT DOOR HINGE/SIDE JAMB \j,/VIEW AT FIXED PANEUSIDE JAMB CL (WOOD INSTALL) INTERIOR IL) 29 (WOOD INSTALL) NOTES Co 1/4"MAX. 1 1/4' 1.FOR ANCHOR SPACING.SEE SHEETS 13,14 1 1/4' HORIZONTAL CROSS SECTION SHIM THK-- MIN.EMS. &15. a :,�a Ui MIN.EMS. —1/4'MAX.SHIM THK. \,V VIEW AT DOOR HINGE/SIDE JAMB SEE DETAIL A 2.SPACING FOR ITEM#12 FROM TOP DOWN: m LL z(9 aa z z 0 (MASONRY AND CONCRETE INSTALL) SHEET 15 6",28-n,50-7g-,73-j'. w Q:c 29 SEE DETAIL A -z 3.ASTRAGAL SCREW SPACING FOR ITEM#27 F Uj LIJ U n. 114"MAX.SHIM THIK. :R - - - - <It 0 U.;Fr SHEET 15 FROM TOP DOWN: 3-j%20.24-j.54-j 59 Q8000 I lir 37 Q 0 3 SEE DETAIL A 4 2 v n3l 76 IfIttl 21 SHEET 15 0 MIN.EMS. 22 18 4 10 AS AN OPTION Uj 0 W a> 2 0 18 -A I EMBEDMENT 21 37 y < I TO 31 NCRETE,OR 22 DOOM "m I 18 9 ACING SAME Z C4 N #AS D #5VACING. 2 INTERIOR 4% tj ♦ 0 100�2 OF, B@PPLACED IN NA HEAD=JAMB. INTERIOR SEE NOTE 2 12 z 3 43 0 u cc<0 (6 2 SEE NOTE 2 12 SEE NOTE 4 -U C, 12 SEE NOTE t %.jfAT4K DATEE: 12131/09 OF SCALE: 9 SEE NOTE 4 INTERIOR 36 43 2 28 41 SEE NOTE 4 (-I-"\ HORIZONTAL GROSS SECTION 'k W. ,OL 3" \,V VIEW AT FIXED PANEUSIDE JAMB ;o(\ &OF.NORERO.P.E. 111-1111S.LUBBECKE e �� % CHK by! S.FREY (MASONRY AND CONCRETE INSTALL) G HORIZONTAL CROSS SECTION %Tozas N. 118,17 HORIZONTAL CROSS SECTION 3��,qs:�,"hia Beach'BLVD,Suite 398 D"Al"NO: VIEW AT FIXED PANEUSIDE JAMB H (MASONRY AND CONCRETE INSTALL) \,V VIEW AT FIXED PANEUSIDE JAMB Drm,Beach,FL 33004 JW162009 �t—�rc� (WOOD INSTALL) ( - 1 1/4'MAX 35 35 5 — —SHIM THK.TYP. 10 87 1 1/2'MIN_ � 21 37 10 38 SEE DETAIL A 38 � 30 3 31 30 21 30 31 9 EMB.TYP. SHEET 15 1B 19 2 18 3t ' o 46 CD 44 4zi 2 46 Gl 7 O co g INTERIOR a F- � 7 3,11 6 12 EE NOTE 2 12 43 — SEE NOTE 36 43 20 INTERIOR �) d LL N ul YQ 2 Co A HORIZONTAL CROSS ECT ON B HORIZONTALSEE 4 28 29 36 43 45 37 29 8 41 J Q.= T VIEW AT HINGED PANEUSIDE LITE AT MULLION CROSS SECTION NOTE 4 SEE OTE 4 0 <� T VIEW AT FIXED PANEL/DpOR LATCH AT MULLION C HORIZONTAL CROSS SECTION ' M Y a 7 VIEW AT FIXED TRANSOM 1/4'MAX (WOOD INSTALL) 1 1/4'MIN. SHIM THK.TYP, w EMB.TYP.— I— NOTES O z a 3388 SEE DETAIL A 38 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 w^w F= ui SHEET 15 + ' &15, O X w /// y S 2.SPACING FOR ITEM#12 FROM TOP DOWN: m z _ •� �.: 6',28 a',50-7'.73-}'. _O c O 46 44 42 '� 3.ASTRAGAL SCREW SPACING FOR ITEM#27 N 0 d •, •' FROM TOP DOWN:}",3-}',20",244",54+,59" O�z a Z r •. •`. �. 754-&78•j'. o 4.1X BUCK MAY BE UTILIZED AS AN OPTION `^? z :.• AS LONG AS MIN.ANCHOR EMBEDMENT in O m N DEPTH,INTO MASONRY,CONCRETE,OR toGO(9 w o i , •► ° WOOD,IS MAINTAINED. j Dc�z N = 3G 43 29 5.TAPCON(ITEM#9)ANCHOR SPACING SAME ''O2� 29 45 37 z AS WOOD ANCHOR(ITEM#5)SPACING. o� z Fo E 41 28 lC1TF.S14S 41 SEE 6.OPTIONALLY,ANCHOR CAN BE PLACED IN °a U z SE 9 NSEE4 � � 1 SEE 9 NARROW SECTION OF HEAD OR JAMB. a a L HORIZONTAL CROSS SECTION Cn m M.5 m 7 VIEW AT FIXED TRANSOM (MASONRY AND CONCRETE INSTALL) f r� MIN.— MIN 0 W Z w 5 U))LLZzz W ¢ 1 114" 1/4"MAX. SEE DETAIL A 1 tr1 •' ': F w U= 114"MAX• MIN.EMB.-- —SHIM THK SHEET 15 htlN.j MB. •' '. *-!•;1 1!y MIN.Eh1B. o p WQ�5 SHIM THK 1 1l2' SEE DETAIL A ¢U L)a y MIN•EMB. SHEET 15 3 o P o c�w u 20 31 , 10 19 2 20 3 ♦``S `h' 3 4 0 L)U, 10 19 2 ro C ♦♦` S F(6E``T,,A •• '�� N w f ?0 QITIO �faWSC ••� INS ,LLATION N N O Q Og - z �z q / / �RH ER O s ccoc�im Ltiw ' j :r: ,ti ^� 9 / i 58 I .r OUm¢O 5 .•S..�.:r c c / p s DATE: Z ;..•P:;,:•, 48 2 30 INTERIOR S A !�F . sit.[12/31109 INTERIOR30 �_ 2 O V �` 3"'1' SEE NOTE 4 28 41 2 e Q I D P` E 'F.NORERO,P.E. mw°.R3•LUBBECKE SEE NOTE 4 28 41 "`VV HORIZ NTAL CROSS SECTION F 'off f e or s: S. FREY E HORIZONTAL CROSS SECTION l�S TaxBe No.BLVD. 7 VIEW AT DOOR LATCH/SIDE JAMB Q r w\ �3 J;s�Da is Beach FLVD.Suite 398 7 (MASONRYOAN AND INSTALL) �� \ \ � OaniaBeacfi.F433fl04 JW162009 (WOAD INSTALL) 1 L 1 111111,11W 6 9�EET 7 OF 16 74'MAX,OVERALL FRAME WIDTH 72 114"MAX.PANEL WIDTH 64 1/2"MAX O.V.A WIDTH -4 I OVERALL WIDTH i 36 318"WITH I 35 314"MAX 0 58 1/2"MAX.D.L.O. �— ASTRAGAL PANEL WIDTH to n I F 26 �` A` _ NOTE 2 m p I- to cc c2 25 F z Q w _ �x 26 3 W U-cm _ \ w �W 4Y 2 ao !sJ \ = J J 25 u+"� a w ❑ �°y S J I� z w "' g O" \ 1 NOTE 2 / NOTE 2 o 0 1 o -Wa Cr) Y n w X 4� � NOTE 2 \ /� NOTE 2 � � 2 1& f-BN a � NOTE 2 Q 00 r MAx. MULL d to 001TE 2 N D.L.O. POST / rn o 7"MAX. w--� INACTIVE ACTNE D.L O. MULL O ur P057 0 0� z ASTRAGAL B NOTE 2 9 NOTE 2 12"MAX. 5 0 4 PANEL WIDTHIo a DOUBLE UNIT(XX) NOTE 2 TRI UNIT(OXO) O O w OUTSWING IMPACT (OUTSWING IMPACT DOOR WTH A B NOTE 2 O z w NON-IMPACT SIDELITES Jae 3 m O 37 112"MAX O.V.A, I 12"MAX. w^r z NOTE 2 35 3/4"MAX _ f� w > O r FRAME WIDTH PANEL WIDTH Uj m �51"MAX ❑ 371/2"MAX O.V.A. �—PANEL WIDTH v) O 31 1/2"MAX.D.L-O. 4n OVERALL WIDTH " FRAME WIDTH �( TRI UNIT(O/OXO) z ab z vi (OUTSWING IMPACT DOOR WTH =c?�E O �+ NON-IMPACT SIDELITE&TRANSOM) O to 4n % c —z r 26 \ NOTE 2 \ °aa Uo 25 \ 26 F- m m v Msgm \ \ z r- ozC7w O \ = 26 w 25 = y, zQz _ ❑ 1 J J = J =❑U S� w 4 25 \\ 4- z 1 W w oo�o�z a NOTE NOTE2 0 = 4 a 'o `r0V�vUiq W o� / %�t�tifir/, Q=WOOLL b)NOTE 2 NOTE 2 _� ® FG /fj U N MULL m / o 0� POST ao e` .•��••, E•" '�i van��rw- D.L.O. &)NOTE 2 NOTE 2 / E.00 CONSTRUCTION. o o. NOTE 2 / NOTE 2 ALl B s R .;; OATS. 12/31/09 12"MAXI NO E 2 35 3/4"MAX. of ;� r SCALE: 12"=1' PANEL WIDTH 35 314"MAX — PANEL WIDTH' NOTE 2 C D 35 3/4"MAX. PANEL WIDTH �1 � O ifl D%"-QG.LUBBECKE P`� \ F`9 F.NORERO,P.E. DUAL UNIT OX PANEL WIDTH SINGLE UNIT(X) ®j �` c oc Dv: S.FREY ( ) �� Texas No.'178d7 Dy W V49 NOZ SINGLE UNIT(OIXj is d00 Qana Boach ELM Sulfa 398 (OUTSWING IMPACT DOOR WTH OUTSWING IMPACT /j o N NON-IMPACT SIDELITE) (OUTSWING IMPACT DOOR WTH /// �. `�� Dana Beoch.FL33004 JW162009 NON-IMPACT TRANSOM) //�, ,1 i 8NEET_B or 16 1"MIN. 1" V MIN tp 1" MIN. I'MIN AMIN NOTE, I"MIN NOTE 1 at iv WMIN. 1"MIN NOTE 1 iv cd NOTE 2 NOTE 1 - N MIEN2^ 9 28 41 F ^z41 - 1"MIN 9 28 41 Z28 41 4tn ! 2g '• .4r• •}4...a to ci - 2 �, — I �� 29 38 m ai W 2 38 36 43 I Z,z r z xxx SEE DETAIL A x O 1 Z O M SEE DETAIL A = C7 w g 36 43 SHEET 76 z 16 SHEET 15 37 42 O�•• i W ~ x Z Lu y 2 0000 10 a _ ,.•::i' 11J,6"OA. W QM a= 37 G7 w Q m Z fY � 42 O w x v SEE DETAIL A _ 4 !L -+ x w O 1 SHEET 15 10 44 N a SEE SHEETDETAIL IS 11116"O.A. X4 L _ 37 45 46 ¢ Z -� Y Il ` n p LL w to 38 Y r 37 44 45 46 O Oo uj lwu 1 t 2 OXF- ` I4 3$ r OUm y a w i � a O - iolrz z ZW w w Wzz 1 D Oa _ WW.. a Z w a 30 w u) 30 10 16 = > :y CD 31 Z 31 tr o y o u�i 17 m a¢ 17 w 00 j < p x 4 (L p 30 30 10 w 10 31 31 w n it a w 34 39 34 39 z !- i Z z c9 17 ;i 17 ` omCOU=O 28 41 n �W L o 10 10 caSEENOTEI + 9 Oppomz 34 39 34 39 --I 1""MIN 1"MIN -�~'w ��\\\ .r l ; U N a C �� .4"MIN < <o,ne�W 28 41 T �� ♦ V •• N NSOM TY K•-N N O Q SEE NOTE, T 9 (_VERTICAL CROSS SECTION.DOORlTRANSOM Z'P. A� I ALLATION a a ci r o WOOD FRAME INSTALLATION : 7 op o U m C O Z •s / Z I"MIN-- �oo .. DAM 12131109 t"MIN - eu I-- 1" 1"MIN , NOTE 1- 1X MAYBE UTILIZED AS AN OPTION AS S A OF m'�"a sm£ 3"=1' MIN.' LONG AS MINIMUM ANCHOR EMBEDMENT O •4iF,nE:.NORERO,P.E. —.-G.LUBBECKE n VERTICAL CROSS SECTION DOOR TYP. DEPTH,INTO MASONRY,CONCRETE,OR �. P ��((// �bxas No.116a7 clot.or; S.FREY 9 WOOD FRAME INSTALLATION g " ID WOOD CROSS SECTION.DOOR TYP. WOOD IS MAINTAINED. 9 MASONRY AND CONCRETE INSTALLATIONT ` s�8••n a Boach BLVO.Suite 998 11111AWING1111- leNOTE 2- OPTIONALLY,ANCHOR CAN BE PLACEDS IN NARROW SECTION OF HEAD OF JAMB. �j� S Q �\ e�43an 6eatl F133594 JW162009 c6 1"MIN. NOTE 1 ca 1" 1"MIN 1" w 1"MIN 28 41 a w MIN-I 1"MIN NOTE 1 rm-- MIN. 1"MIN 1"MIN 5 r 28 41 �5 Y N(d 1^MIN. NOTE �z __�nMIN _ NOTEI rn 28 41 9 28 41 .�� •�. •,•. ° CEO 38 36 43 r rn 29 m O S _ SEE DETAIL A S O XXIS I _� _ 2 (0 T- -•i SHEET 15 37 42 O w = G 38 36 43 { = SEE DETAIL A - -� ,��{/2�) Z O Q r7 2 w a = O SHEET 15 - 36 43 `J Z 0- u.Cq Do --11/16"O.A.0 -J - O w SEE DETAIL A w ccnn 37 4— 2 ; = w 37 SHEET 15 36 43 Q 44 a s SEE DETAIL ASHEET 75 11J16"O.A. O w 31 Nr 16 37 0 n g 37 45 46 n 44 0 p 30 i... 31 i 6 car) X a N 37 45 46 m 38 iv Z 21 1"O.A a—� 0 30 { u z � 1 _ 38 r ' SE IL w p Z 21 1"O.A O Q w p w U 2 SHEET 12 ro o I w Q 0 p muj • �/� � L a?o 0 m 2 m cv 22 { f 22 J OU z U 37 36 43 { { U 31 16 37 21 rya 21 day} wo w {- 17 F rn m(9 w > O Y.`r 31 i i`, O t 6 17 0 a. ((9 a. w tX Z �n U x 30 m iV N 0G+ z w I cc 30 t, w .:" CO (9 m j OF cD co cc corz_ 21 1"O.A. m0 w { w w 30 37 30 0 UU z O SEE I a W p 2 21 1"O.Ar- — p 37 '• _Z i SHEET 12 t io - m 31 34 39 31 its 0 SEE DETAILA p 39 SHEETI2 0 Z w z 28 41 { Y_�� J 22 J { SEE NOTE 1 g �' r• ° — m w<Z z 21 - •. . ww �cr _— ��0 21 /cna I Z 1 { a000 31 17 g 5 --I 1"MIN 2 {- 1"MI f j 1"MIN p<UD UD o w N� Oa � 1"MIN ---�`�w ®f,A` //��// o�SoaO�L x 17 I. (7 t0 C7 m \\ ICA S ION SIDELITE TYP. <U N v w !_c \ VERTICAL CROSS SECTION SIDE IT T M!j N�iY E INSTALLATION 30 37 30 Z 10 WOOD FRAME INSTALLATION 0 .'• �j coi 39 37 34 39 y,` 31 z :•• �', E S •• j o0 o N NOTE 1- 1X MAY BE UTILIZED AS AN OPTION Age O o o.- r LONG AS MINIMUM ANCHOR EMBEDPAMT* : . 7 op i 28 41 DEPTH,INTO MASONRY,CONCRETE,49R 7 8 0 O m<Z Z WOOD IS MAINTAINED. l DA "(] e .q ZE; SEE NOTE 1 T1 �of 9 '' � ;'• ' � ° • /y .d 12/31/69 4 iv 2i J OI'[- `L = SCALE: 3- c 1' a•i.EG.LUBBECKE 5 I _ ° • ® '� O �D�.• M�F.NORERO,P.E. 1"MINI— I {- 1"MIN. - 1"MIN S CHK.By: S.FREY \ Tcx s No.11847 BRAri1.vp NO. ^ 1"MIN sgg `oan a Beach BLVD.s as sse A1 VERTICAL CROSS SECTION SIOELITE/TRANSOM TYP. B VERTICAL GROSS SECTION SIDELITE(TRANSOM_TYP, '/// �. 3 Dania9ea h BLVD. S JW162009 10 WOOD FRAME INSTALLATION 1O MASONRY AND CONCRETE INSTALLATION f I j ,�'1 s rcer�cF t6 1/4"MAX. — 130 ?25 SHIM THK 1 112" I — 1 1/4' SEE DETAIL A MIN.EMB. 19 19 " SEE NOTE 4 MIN.EMB, ip EE NOTE 3Q 31 3 1 SHEET 15 I MAX. I. Ci 1'MIN > Ct IN M THK SEE DETAIL0 (0 CD SHEET 1 -17M l"MIN. U) N. 1"MINO z 0 -:tj C? z W Li w 5 La cy EXTERIOR 10 w 00 A. 18 W Y m C? INACTIVE ACTIVE 9 V MINOZ EXTERIOR-/ w L0 W 1'MIN --7J7 6 9 EE NOTE 4 42:41 -j co las W CO I/�A HORIZONTAL CROSS SECTION C\ HORIZONTAL CROSS SECTION CO Y_CL 11 VIEW AT ASTRAGAL EXTERIOR 7 29 11 VIEW AT DOOR LATCHISIDE JAMB 6 (WOOD INSTALL) 1/4"MAX, HOHIZONTAL CROSS SECTION 114'MAX 11/2. .-SHIMTHK \,I1 VIEW AT DOOR HINGEISIDE JAMB SHIM THK.— SEE DETAIL A uj MIN.EMB. SEE D (MASONRY AND CONCRETE INSTALL) 1 112-_ 4 SHEET 15 0 ETAIL A MIN.EMB. WO_tuj SHEET 15 1 1/4' 0 MIN.EMB, CQ><-lu O W -1 1"MIN. 28 41 SEE NOTE 4 3 �3 0 6.ce ;5 (�@ n2l z cnl 1/4'MAX 3:-d 0 z (0 T-1 1.1.1 of;Z� tj 0. 10 18 T— �SHIMTHK. 0 w-I.- SEE DETAIL A Z oo 0i.MIN l'MIN. T SHEET15 0, 3:Ul z 4. 2 0 U) 1"MIN. UJ-CD tu cul ni 'suwi bo is co 0 to E 3 uj 18 m z In 8 2 EE NOTE 2 2 6 7 01"MIN 5 0 SEE NOTE4@4 z SEE 41 2 EXTERIOR I EXTERIOR 29 3 4 0 Ce n�- g 0 1*MIN NOTE 4 Z HORIZONTAL I U) rD -NTAL CROSS SECTION HORIZONTAL CROSS SECTION 1�/VIEW AT DOOR LATCHISIDE JAMB 11 VIEW AT FIXED PANEUSIDE JAMB (WOOD INSTALL) 6 8 29 7 30 EXTERIOR I (WOOD INSTALL) ca NOTES ca '"� 1/4"MAX. 1 1/4" 1.FOR ANCHOR SPACING,SEE SHEETS 13.14 ---0 E tu 1 1/4' / \ HORIZONTAL CROSS SECTION SHIM THK� — MIN.EMB. &15. 2f(9 Uj ,z 0 MIN.EMB. —1/4'MAX.SHIM THK \,Ll J VIEW AT DOOR LATCHISIDE JAMB 2.SPACING FOR ITEM#12 FROM TOP DOWN: co <jz (MASONRY AND CONCRETE INSTALL) SEE DETAIL A 2 wwm 0 29 SHEET 15 6',2a—.'-,50-e.73-;'. M 0 Q M F.- �-W UJ U 0. 4 SHEET 15 1/4'MAX.SHIM THK. 3.ASTRAGAL SCREW SPACING FOR ITEM#27 0 w SEE DETAIL A 1 112" 0000 3 SEE DETAIL A 4 37 FROM TOP DOWN'J-.3-4",20',24-j',64-j',59* <U L)0 cn N.EMB. 21 30 31 C,0 CS Q ui Lf 18 2 SHEET 15 18 uj a Lu CL 2 22 A WIGILIZED AS AN OPTION ommo a 7 A U 0 U f; t 22 EMBEDMENT --<----Ic 2! 2� z E�P.T NWCONCRETE,OR z D. 18 T H SPACING SAME COD SPACING. 0 C,- EXTERIOR 6' .0 0 AWE PLACED IN • 3643 f NOTE28 EA=OR JAMB. 0 0 in<0 28 41 SEE NA R bFH z 12 SEE NOTE 2 SEE NOTE 2 12 1: )t ;.-; DATE; 12/31109 SEE NOTE 4 SEE NOTE 4 s EXTERIOR a �0 OF SCALE: 3. 36 43 9 28 41 SEE NOTE 4 rl-*, HORIZONTAL CROSS SECTION .0 \,11 0 j VIEW AT FIXED PANEUSIDE JAMB - ;0(\ 0 NORERO,P.E. -5.LUBBECKE (MASONRY AND CONCRETE HORIZONTAI-CROS$SECTION INSTALL) Texas No 11047 ow-ey: S.FREY 11 I'H'� HORIZONTA Dania Beach BLVD.Suilo 39a VIEW AT FIXED PANEUSIDE JAMB CROSS SECTION 3%0 (MASONRY AND CONCRETE INSTALL) Dana B-ch.FL 33004 0 N� JW162009 AT FIXED PANEUSIDE JAMB (WOOD INSTALL) SHLEULOF 16- 35 1/4"MAX 35 25 —SHIM THK.TYP. 1 1!2"MIN. 10 3 37 10 EMB.TYP, 38 SEE DETAIL A 38 30 3118 19 31 0 21 22 21 30 31 18 19 30 3 + SHEET 15 0 22 0 46 44 42cc 46 CL /7�r 8 36 43 12 SEE NOTE 2 SEE NOTE 2 12 36 43 2 20 5 5 Z O J M EXTERIOR EXTERIOR �— A - — (L LL CV ERIOR Z 111 rb ] HORIZONTAL CRASS SECTION 4 12 VIEW AT HINGED PANEUStDE LITE AND MULLION B HORIZONTAL CROSS SECTION SEE 4 28 9 36 43 45 37 29 8 41 NOTE 4 SEE NOTE 4 0 \,L2j VIEW AT FIXED PANEUDOOR LATCH AT MULLION C HORIZONTAL CROSS SECTION LU Y D= 12 VIEW AT FIXED TRANSOM 1 1/4'MIN. -- 1/4'MAX (WOOD INSTALL) EMB.TYP, I— SHIM THK TYP. 114"MAX. w SHIM THK 38 SEE DETAIL A n 1112 SEE DETAIL A NOTES W�w z l,' SHEET 15 /Y �` MIN.EMB. SHEET 15 1.FOR ANCHOR SPACING,SEE SHEETS 13,14 ¢00 F 46 �: :• 3 31 2.SPACING FOR ITEM#12 FROM TOP DOWN: O Zrn 44 42 10 19 2 20 6'.28 j".50-k" 73-;'. a`°N ON o // .'• '.`' 3.ASTRAGAL SCREW SPACING FOR ITEM#27 O`x a z OU n tO FROM TOP DOWN:j",3-,",20",24-j",54-k,59' o - =w •I, ` z a_ 75-}"8 78-q". w°O ai O Z 4.1X BUCK MAY BE UTILIZED AS AN OPTION F � �, z a)w r / ,• •" .T, , ;, AS LONG AS MIN,ANCHOR EMBEDMENT �CD U)X 364 !- a 5 '% DEPTH,INTO MASONRY,CONCRETE.OR z m ISO t 29 45 37 29 WOOD,IS MAINTAINED. Oo� ` O t 50 2 30 EXTERIOR 5.TAPCON(ITEM t 9)ANCHOR SPACING SAME o z�'Z o SEE 41 28 EXTERIOR 8 41 SEE` SEE NOTE4 28 41 2 AS WOOD ANCHOR(ITEM#5)SPACING. 00 9 NOTE NOTE4 9 6.OPTIONALLY,ANCHOR CAN BE PLACED IN M U n D HORIZONTAL CROSS SECTION E HORIZONTAL CROSS SECTION NARROW SECTION OF HEAD OR JAMB. 12 VIEW AT FIXED TRANSOM 12 VIEW AT DOOR LATCHISIDE JAMB (MASONRY AND CONCRETE INSTALL) (WOOD INSTALL) a�m 2 1'MIN. uj 1-MIN. — 1"MIN — Z 0 W 5 I U) <zz 1 114" 1/4"MAX- 2 U= MIN.EMB. {--- SEE DETAIL A 1 �- a-w w U a a SHIM THK. MIN,EMO. `..•r CG SHEET 15 .1 1/4•MIN,EMB. ¢ 0 w K Z --� av$$ulc 3 31 I 8 Wt7tcow tto�7 ` i • p= u 10 19 2 20 —MIN 1/2'GLASS BITE `��S 74" 9 1 3 4 ¢V N to G J±TEMPERED `�� ETAI11 A' ' �o "g I ye�TIO L.VASIRN YAN IN9fALLATION 7 N z 1 �cl^y • 314' 3/4"AIRSPACE .1b ER s o o O z , a 9 �E ems, E5&6. I � 0uco<0 N �/�f f I .+r ow 4w 46 2 0 + 1J8"TEMPERED �y S q �F w 0ATE 12l31109 2 EXTERIOR INTERIOR O 0 :� �' SCALE: 3''1' T n ` ® trnGuG.LUBBECKE SEE NOTE, 8 41 GLAZING DETAIL A 00 - IDS. Mo F.NORERO,P.E. SCALE:6"=1'•0" / c#Kur; S,FREY r ] HORt20NTALCROSSSECTION IleSSt r.\ �g Ter�sNo.11847 12 VIEW AT DOOR L.ATCHISIDE JAMB �j O `\v `�` JW162009 f 39 �St Darva Bsxh BLVD.Suite 398 (MASONRY AND CONCRETE INSTALL) J� �� Dania BwUr,FL 33004 r ♦f B 1'l'`O i' 5NEET�OF 16 69 1/2' 39 3/4' 71 �---- SEE DETAIL E SHT.15 (BOTH JAMBS) 81 3/4'MAX FRAME HEIGHT(INSWING)— 80 1/2'MAX FRAME HEIGHT(OUTSWING)— v 5' 5'TYP. Z a*O m v myo m cc v s cnrr a� r C� � m b I cZ _ - v O m m �— v� \' 14"MAX.O.C.TYP. m m qm m in0 —+0 � D r +- n m 14'MAX.O.C.TYP. 3"TYP. 5 1/2' 39 316" MR mll r y r m SEE DETAIL G v SHT 15 I m 95 1/4"(INSWING) D 94 1/2-(OUTSWING) 2— _.1 13 l/2' + m D I 5"TYP. 3"TYP.—I 3"TYP:i r a zz m o;u CC) mr j(� �> n0 _ 11 o_ xz •••• I i 4 O y i � M cn y m 0 :G) ' I 4109 I • ••.. ..• `� 69318" 0� � (n 39 5/8" mco cnm Xm xm xmxm ° o �o m 2 z n -i C to t u to w � p c- r SEE DETAIL E F F o ?2 m n SHT.15 x m C C1 W Z m PRODUCT: CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. D 01.14.20 ADDED ADA THRSHLD TB 604-8(XX)&5-4x6-8(OIOXO) Iw N o m c C 08.23.17 CHG'D CORE DEFIN. JH INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. $ c T m c B 10.27.14 5TH ED CODE CHANGESM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 h D m n `O A 12.01.11 2010 CODE CHANGE JLA NO BY ANCHORING LOCATIONS PH.541-882-3451 j A DATE DESCRIPTION m pcvLcintic INSWINGIOUTSWING 14"MAX.O.C.TYP. IF SEE DETAIL G r5 1/2' SHT 15 _I 39 3/8" c: r 81 314-MAX FRAME HT.(INSWING) 81"MAX.FRAME HT.(OUTSWiNG) D v �P n Z z n co n —� —5'TYP. 5'TYP.--) 9 Rl O M ME w N�Z ` �l7 � 1' o U)o �O co co 81 3/4"MAX FRAME H7.(INSWING) cz ZZ 81"MAX FRAME HT.(OUTSWING) cn �O Xz 0> J Q; r M z ;o + SEE DETAIL Gm 5"TYP.—I I—SHT.15 5"TYP. f69 3/8' =m In m 39 5I8' o �� > r. co n ( \ —�_ SSEE D HE 8 ETAIL E /\J I� \�) 14'MAX.O.C.TYP. \l I( SEE DETAIL E =v) 951/4"MAX FRAME HT.(INSWING) SHT.15 ii m 94 112"PAM FRAME HT.(OUTSWING) �m ,o ={M f+a •+� °'q 5 1n'-- 39 1/2---�13 1n" 1 I 7 112" r 39 3/4" n —I 1—3"TYP. SEE DETAIL G 69 1/2" SHT.15 n� ---5 TYP,-Tw� ; 5'TYP.---I 5"TYP. - �zz I �— ► ! 4 rZ-i � I i � lr f m z� �3 c z 8*n I a Gip 1, ( , ``eee Q p z m'/�� M 0 / 14"MAX.O.C.TYP. / I( xm xm �11 �� • '�j z co) 1 M A m -�,m o ,v rn g En �'1 cn 1 CD) � m SEE DETAIL E "O D SHT.15 3"TYP.x aw m _ o 0 � • 1` • — 7 1/2-—I— i QW�75 Co. O •. 39 314" IV o G) ee ti o Z -, n 9 O (n ram ' x w O ZmJ z $y O . m v y m a c o PRODUCT: m o n CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC. i � 5 F7r N D 01.14.20 ADDED ADA THRSHLD TB 6-00-8(XX)&5.4x6-8(O(OXO) IY o r w C 08.23.17 CHG"D CORE DEFIN. JH INSWINGIOUTSWING 24GA.STEEL 3737 LAKEPORT BLVD. ro :. c $ c a) �� o B 10.27.14 5TH ED CODE CHANGE SM PART ORASSEMBLY: KLAMATH FALLS,OR,97601 h m n `O A 12.01.11 2010 CODE CHANGE JLA OUTSWING HORIZONTAL PH.541-882-3451 NO DATE DESCRIPTION BY CROSS SECTIONS M RRl/i.QIC1NC SEE DETAIL 1 :"C-SINK. I+- NOTE /! 1-USE#10 WOOD INSTALLATION SCREW W/1.50"MIN.EMBEDMENT cdo g"TYp J WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. rn f3- TYP, SEE DETAIL B \ / 2-USE 3116"ITW TAPCON ANCHOR W/1 114"MIN,EMBED. > � 3"TYP,—{ J WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. -� O 1 e h J QETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE S 1f4"OR � c r SCALE:6^=4-0" 314"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT �j d M I I 1 1 1 I I / IS MAINTAINED. Z OUJI Q cI W co a LL dr J J z Z o I I w 1 34 39 12 Q� In 47 z m rn e7 ~ m 3 M J= W Is z g F aL \ DETAIL D LL¢ I 23 ASTRAGAL w TOP STIKE PLATE o 9 1 3 4 "SEE wOw28 OTE O Q� m cm o I 5 I #2 8 OTV IL DEAV8DP. I TAIL AT HEAD CTAIL AT SILL o xO oy i I I I i i f 7 *�: 0�gw6d '3 MULL T / MULL `� �m N z 0 DETAIL E rw- m O°a �EE DETAIL C HINGE DETAIL pp� tj t62 � 4 27 z o ANCHORING LOCATIONS TRI UNIT �� 0 0 LNSWLNG/OUTSWfNG UNIT(OXOI SCALE:1/2"=1'0" 27 49 DETAIL F ASTRAGAL BOTTOM m=�-5 Y INSERT PLUG(INSWING) �--m #8 X 2 v2" 38 23 �CH B�DEADBOLT STRIKE 47 i?z ul WOOD SCREWS PLATES �� �n w a z z TYP. 27 =no i a 2113439 27 �OmOOtmiC 38 ¢o00U) 24 ,�Vjllil)1/ !!! uQitawcau 27 // a:c rs t c, Tsydo rNNOQ e � 0 0 0 N� _ A/ � O O O 2 1V rr NOTE(S): o o m¢Z 35 1-ANCHOR SPACING FOR BOTH w onx 12/31/09 1 4 INSWING 8 OUTSWING. gAp : �' sr�LE:AS SHOWN 2-SCREW#28IN DETAIL C,NOTUSEDIN(XX)CONFIGURATION. �' 'C� PEG.LUBSECKE �F.NORERO,P.E. / oac.m S.FREY CORNER DETAIL AT TRANSOM MULL / \ �" Texasach LVD.1B47 oanwsw ro_ `v ,` t Dania Goad.BLVD.33 4 o ass J W 162009 Dania Beach,FL 930W MULL POST SILL SIMILAR !!/! S>) ,w+EEtj av 16 I-- 4 9116" CD 318" V N OD 0) � I I I`1/2" " Q ' 1 WOOD JAMB FINGERJQINTED PINE m I O O O O {-1 11/16'-{ m 0 SCALE:6°=1'-0' COMPRESSION LATCH STILE I-- U) 2 -14 1(8"(Min) ( 11 INSWING THRESHOLD WEATHERSTRIP '{�{1^3 g° ? TOP RAIL U D= J 3 O 8063 T5 AL AND COMPOSITE VINYL/FOAM 1 f� HINGE STILE Z O ¢M SCALE:6"=l'-0" SCALE:6'=1'-0" LAMINATED VENEER LUMBER n- LL(V 4 O BUTTSCAL HINGE ING 140x4xl2 GA.STEEL 10 17 BOTTOM RAIL (LVL) W Y H c LU ep 3 1/8" O 25 GA.STEEL SCALE:6'=1'-0" ?} g Q I f SCALE:6"=1'-0' 1G 18 19 ¢2¢to w / m © nmYd 13/4- 4 5/8'---) +!16 N LOCK BLOCK P-55/8"---I tw) 20 FfNGERJOINTED PINE 34 oUTSWING THRESHOLD I j w w SCALE:6"=1'-0" O 6063 T5 AL AND COMPOSITE 39 60 3 uj T5IAL AND COMPOSITE 32 DOOR BOTTOM SWEEP O O SCALE:6'=1'-0" g.HOLDf--1 3l4'--� SCALE:6"=1'-0' � VINYL O CORNER PADS O`0 d A B SCALE:6'=1'-0" 33 PLASTIC �co 0 z SCALE:6"=1'-W o 9 w Oz '—1 3/A'—I Oo a J�3 N 0 —� --1 5/8" w?�I U t31W — Za U21 ODL LIP FRAME ASTRAGAL STRIKE PLATE A B -- O PLASTIC ( STEEL AS RA L EXTRUDED SECTION A-A SECTION B-B SCALE:6'=1'-0" d7 SCALE:6"=l'-0" m�N m 13 6063 T5�ALUMINUM Q Z t,w SCALE:6"=l'-W co 2 1/8' to t,zd O z m W 1/32'--t— —3 1/2' m 0 v=O —2 1l2`— r w LJJ 'L �01-L 3125" DOOQ10S <UUOU)- V-6" 17 4-1 1-112" 35 MULL POST 1 1 I fill, 0 0 O U w u EDGE GLUED FINGERJOINTED ��1' _ // i13 w O w o w> ASTRAGAL BOLT SCALE:6'=1'-0' / O= 40 COLD DRAWN STEEL 36 FIXED CORNER TRIM O iz D ST '4, G U SCALE:6"=1'-0" PLASTIC ♦ 0 SCALE:6"=V-0' `�� +6 P-p• A N =w 1 318" . �., E s ^c r q r —I I-- e' lS ••• TC PLATE STEE ry w o G c �f 13116' ♦ . GLE UNITS ONLY c c o�0 m _ N 7 LE:6"=1'-0' I o OUtnQZ 1 S �` MM 12f31l09 �y�- -r ,q OF ® SCALE-AS SHOWN 4 1/2' j 1/16"—�I— D s O fte 1—21/16' � 00 T Q IDP� INfs,�F.NORERO,P.E. D'ba*.LUBBECKE 00 �s1t, %`exasNo.11847 emoy, S.FREY OTRANSOM SASH 38 TRANSOM JAMB 4S TRANSOM GLAZING CLIP 50 QPERABLE ADA SILL /� v ,\ E+��Dania Beach BLVD.Sa o 398 DrAWINONO` 46 CELLULAR PVC FINGERJOINTED PINE � CELLULAR PVC ALUMlNUh1 /j 0 � -`� �% Dania Beach.FL 33Ca4 JW162009 SCALE:6'=1'-0" SCALE:6'=1'-0" SCALE:6'=1'-0" ///!! ,1\i,` v,cET16 or 16 each Blvd BUILDING DROPS 398 E. Dania BSuit 338 A Perfect Solution in Every Drop! Dania Beach, FL 33004 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 for Florida Product Approval Report No. 67 Current Florida Building Code Method: 1—A(Certificate) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Contours Steel Door, Wood Edge Material: Steel/Wood Product Dimensions: 74"x 81.75" 74"x 80.5" 74"x 80.5" 64.5"x 94.5" Prepared for: 3ELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 9760 '•mot E.•S • e Prepared by: 7♦ i N O * 7 Hermes Norero, P.E. Florida Professional Engineer#73778 ®gyp OF Date:04/09/2020 sV*'n - Q Contents: — d I� Evaluation Report Pages 1 3 Hermes Norero,P.E. Florida No. 73778 Y ' { ^n^4A BUILDING DROPS A Perfect Solution in Every Drop! Date: 04/09/2020 Certificate of Authorization:29578 Report No: 6780 ' I Manufacturer: JELD-WEN,inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door,Wood Edge (Impact Rated-Doors Only) 74"x 81.75" 74"x 80.5" 64.5"x 95.25" 64.5"x 94.5" 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 JW162009, 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, excludine 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 on single and double door systems without a sidelite or transom, in all Wind Zones. Single and double door systems with a sidelite or transom do not require an impact resistant covering,in Wind Zones 3 or less. Florida approved impact resistant shutters are required for sidelites and transom. 4. Site conditions that deviate from the details of drawing JW162009 require further • engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW162009 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 3 r n4A\\ BUILDING DROPS A Perfect Solution in Every Drop! Date: 04/09/2020 Certificate of Authorization:29578 Report No: 6780 Quality Assurance: 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 evaluated per: • ASTM E 283-04 • ASTM E 330-02 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05 Referenced Data: 1. Product Testing performed by Quality Testing Inc. (FBC Organization#TST7638) Report#: SJW2009-199, Report Date: 1/18/2010 SJW2009-200, Report Date: 1/18/2010 Signed&Sealed: Kevin P.Tyra,FL P.E. No. 72805 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA1789) Installation: Refer to Installation Instructions(JW162009)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(JW162009)for design pressures based on size, configuration, and glass types. Hermes Norero,P.E. Florida No. 73778 Page 3 of 3 NOTES: REVISIONS 1. NON-IMPACT GLAZED LITE OPTIONS IN MOLDED FRAMES: I PO NEW WL CODE. • .090 MIN MAX ALLAZING. DSB ANNEALED & 13 GA HORIZ ANGLE- 3EF0 STRUT NOTSTALL ES ON SHE T rEDOOR I PER NPDO053 • CSM 1/24/20 SHORT LITES: • CLEAR OPENING SIZE: 13 GA FLAG ANGLE I REV A: PER PCR MAX WD=15.72; MAX HT=12.72 A 32421, ADD MDLS • (10) MIN QTY SCREWS #8X1 16 GA MIN HORIZ SHEET TS100/TS120; BL • LONG LITES: TRACK i 17JUL20 • CLEAR OPENING SIZE: MAX WD=39.92; MAX HT=12.72 5/160-5/8" ; • (14) MIN QTY SCREWS #8X1 LAG SCREWS (MIN • DECORATIVE TRIM INSERTS ALLOWED. 3 AS SHOWN) 20 GA END CAP • (1) GLAZED SECTION ALLOWED IN 3RD SECTION OR 16 GA MIN VERT- HIGHER. TRACK B I 2.:MP2 0 THK RESISTANTCT GLAZED MA ROLONAR POLYCA BONATE OR EQUIV. 5/16x1-5/8" HEE72 • CLEAR OPENING SIZE: MAX WD=40.63; MAX HT=13.25 LAG SCREW AT I • POLYCARBONATE RETAINED W/ STRUCTURAL ADHESIVE, EACH JAMB • OUTSIDE & INSIDE FRAMES ARE DECORATIVE ONLY. BRACKET n• • DECORATIVE TRIM INSERTS ALLOWED. I C • (1) GLAZED SECTION ALLOWED IN.3RD SECTION OR 1/4-2Ox9/16" _ HIGHER. TRACK BOLT AND TYP SHT 2/ 1/4-20 HEX NUT 1 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF AT EACH JB JAMB 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF BRACKET LOCATION PANELS MINIMUM 7/16" TO MEET NEGATIVE I PRESSURES. 4. KEY LOCK, SLIDE LOCK, OR OPERATOR REQUIRED. 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN 15 GA STIFFENED J� PLACE POLYURETHANE FOAM INSULATION CHEMICALLY JAMB BRACKETS i BONDED TO 30 GA MINIMUM FACER STEEL AND A SEE SCHEDULE FOR QUANTITY, POLYLAMINATE OR 32 GA STEEL BACKER. SECTION LOCATION, THICKNESS AT END CAP 15 1.2". TYPE 9 6. THE DESIGN OF THE SUPPORTING STRUCTURAL (2) KEY LOCKS OR ELEMENTS SHALL BE THE RESPONSIBILITY OF THE SLIDE LOCKS BOTH PROFESSIONAL OF RECORD FOR THE BUILDING OR ENDS (NOT STRUCTLRE AND IN ACCORDANCE WITH CURRENT REQUIRED WITH 1 BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. OPERATOR - SEE NOTE 4). SLIDE D 7. DOOR JAMB TO BE MINIMUM 2x6 SOUTHERN PINE LOCK SHOWN FOR SHEET 3 �� LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT CLARITY FOR ATTACHMENT TO SUPPORTING STRUCTURE. 8. LOUVER OPTION - .040° MINIMUM LOUVERS IN `,/ NOTE: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR HINGE & MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OPERATOR STILE QUANTITIES. SEE SHEET 3 FOR STRUT QUANTITY & OF (12) #80" SCREWS INSTAL-ED IN THE BOTTOM LOCATIONS. SEE NOTES 1 & 2 ON THIS SHEET FOR GLAZING OPTIONS SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND - > DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES 0 r l 01 OPERATOR STILE TO BE FACTCRY INSTALLED AT THE uJ STANDARD LIFT AND LOW HEADROOM JAMB BRACKET SCHEDULE CENTERLINE OF THE DOOR. > c �^ U e--L 5 E kHEIGHT NO. OF NBRACKETSB TRACK LOCATION OF CENTERLINE OF JAMB BRACKETS MEASURED FROM BOTTOM 9. SEE SHEET 3 FOR FASTENER NOTES. W S 01 SECTIONS TYPE OF TRACK (ALL DIMENSIONS 3 2") 2 _:a (EACH JAMB) 10. THE TERMS STRUT AND U-BAR MAY BE USED Q 4 6 QI " (JB), 13" (01), 25-1/2" (JB), 34" (JB), 45-1/4" (01). 63" (JB) 4 6 FAT " (JB), 10" (JB), 21-3/4" (JB), 29-3/4" (JD), 42" (JB), 63-1/4" (JB) INTERCHANGEABLY. "�•" 4 OR 5 8 01 " (JB, 13" 01), 23" (JB), 34" (JB), 47-1/4" (QIg) 59" (JB), 67" (01), 75"11. SEE SHEET 3 FOR STRUT ATTACHMENT INSTRUCTIONS. 4 OR 5 8 FAT 2" (JB), to" JB), 21-3/4" (JB). 29-3/4" (JB), 48" (JB), 57-1/4/HIGH LIFT ROOF PITCH SEE NOTE BELOW SUPERIMPOSED DESIGN PRESSURE TRACK NOTES:. \`\�,ft`��.������� 12. (�) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH ��4,�, 89,gp1///� LOADS ON SUPPORTING STRUCTURE 13 1 4 2Ox9/16" TRACK BOLT AND NUT. / MAX DOOR UNIFORM LOAD EACH JAMB (PLF) (QI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. `� �Q.V�C•��aF `,; N1�TH HEIGHT +18.4/-20.8 NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. 14. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF iNo.5173T 16'-0" ALL +147.2/-166.4 CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. fir. 14'-0" ALL +128.8 -145.6 12'-0' ALL +110.4/-124.8 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: C a+'` ALL +92.0 -104.0 Wayne DESIGN 'PSF: +18,40 -20.80 MAX WIDTH: 16'-D° DATE NAME STATE OF / ; TEST(PSF): +27.60/-31.20 MAX HEIGHT: 12'-0" DRAWN 1/23/2D CSM JOHN E. SCATES, PE � j•!�• �. Q. 2560 KING ARTHUR BL'✓D {�124 Digitally signed by.John E.Scal:es P.E. <��t0n,� IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 24° CHECKED ,�L�0�1O•�1Q%,N --- FL PEM5173�75056 Datet 200:08.1-0,A1S:03:36--05100'—- - SHEET 1 OF 3 / 1QrJ/�4, TX PE 56308 /F2203 G A R A_G_E_"D 0 0 R S— MODELS-5T20/9100/9405/905/TS100/-TS120_ S v\ \ A DMSON OF OVERHEAD DOOR CORD DRAWING PART NO. REV. PROFESSIONAL ENGINEER SEAL PROVIDED 3395 AODISON DRIVE ONLYICONS FOR R VERIRON (CATDETAION OF WINDLOAD PENS COL FLORIDA 791 A 2514 WINDLOAD SPECIFICATION OPTION CODE 0649 411635 A x STRUT FLANGE �••�_-__ WITH (2) CF2flypT, OP FIXTURES_ C1 I v URE WITH CRIMPTITE SCREWS /. �• �� SE gTRUT FLANGES INTO END THROUGH EACH END: I - �3 .3p AD RETABLE �/ " 0 �) FOR LHR TRACKCzKTHRU TF BRKT) \ 1 TOP �IKTU UIsOER \` o - pTT u HAD{ (2) O - CRIlAPTITE \ 0 0 0 � LOW HEADROOM TRASEK ,�•• fIFTAIL A It � - SL.IDE ROLLER _ pTTpC4_0 WITH (2) . OF STRUT g_REWS / CRIIdpTIe a IB GA HINGE FACTORY pTTACV WITH (4) CRIMPTITE SCREWS (6 DETAIL C 15 SO"IItAGE ITE -- _ - FAC 2) CRIMP WS SCREWS TOTAL) WITH ( y SCRE \ o SCREWS (4 0 9 TOTAL) „ NYLON 2 D g.. STORM TIONAL 0 �• STEM OP •_BALL 10 BEARING ROLLER GA BOTTOM CNED W TH i FACTORY (3) CRIMP \ _-_.-_.-_._ TOTAL i ___ SECTION 4UAN I ITIES _. SCNGMA SON 5°� AI' H r D, RAN RANCH Mq USH v irj ( 7 7 F S I ON�j4 f CRPIFL �r` 1 $(aG7i� cm E."Ik ISY�O�y,g "1jLEBi STL�`S /I~rON(�"' a 11f11NC0 �! r. �� fSTll. . v i . SV H '' Isr CAR �141r �ssa'tJvstLQN LNG ,I t TJ CJTI �' 'T 4 Vic»i •_GUiZitiD411 i~S - er � x isLT1'}ES z_ ��:.�� '-�.`x" .�. a . 4�(� a r_� I 0 4 2 3 f 0 0 2 8 jtltt,„G ��w2 3- p VYidthr ct`a S _ 0 4 2 3 0 0. 2 - 1 ;x 13 D 2 3 3 9U 3-��. �\.. _ _ 0_' 3. 5 3 o a 3 3- 0 0 r�6 i 3 - _- _ 0 _3 5 +__ 0 _ 5 U 12_-0 - g 0 3 5_..1_.._._ t _ _ t _ p p 8 4 5 -!�p_- "� 3 1b-0" 7 p 0 c_ g 4 5 0 0 5 0 p _ -_ 4 5 0 0•-.. 8 gTATC PRESSURE RATINGS APPROVf:D SIZES SCALE:N.T.S. SIZE a DESIGN PSF: +1 .4.f- MAX WIDTH: 1S'-0" DATE C `\�``,,,,,li,���� � yne TEST(PSF): +27.eo/-:st.2o MAX HEIGHT: 12'-0' DRAWN 1/23/20 NAME M NO MAX SECTION HEIGHT: 24' CSM � g a�r�$�� D�lton. IMPACT/CYCLIC RATED (YES/NO). CHECKED �� � ,`GtNtS@�'•;•• /��. DOORS MODELS 5120/9100/9405/9605/TS700/Tg120 SHEET 2 OF 3 _ Q. 5 G VI DERIiEAD D OR CORP WINDLOAD SPECIFICATION OPTION CODE 0649 DRAWING PART.N0. REV, A DINSIO3 O 417635 32514 A NC• 4.* r PENSACML- 71989illow d � b r ,a /,. SECURE THRU ROLLER SLIDES cTAI IT nvFR RIB TOP FlXTURES /' & STRUT FLANGE INTO END o FNDS; SECURE WITH CRIMPTITE CAP & TOP RAIL WITH (2) G O80 KSI �1 o SCREWS THROUGH STRUT FLANGES CRIMPTITE SCREWS_ (7) 3"X1S GA 80 KSI U-BARS ` INTO END CAPS AT EACH END: i (2) FOR STD LIFT TRACK \ (3) FOR LHR TRACK (2 THRU TF \ �' 0 BRKT) \ a 0 0 o 0 f5�11oN DOORS: D T OW HEADROOM TRACK (6) 3"Xi8 GA 80 KSI U-BARS DETAIL 3" CTRUT OV R R16. J INC m!j SECURE WITH (2) CRIRMPTITE SCREWS THROUGH STRUT FLANGES INTO END CAPS AT EACH END. f4) SE�C71O�ry pnORS: I [NOTE: SECURE STRUT PRIOR TO INSTALLING ROLLER SLIDES,] (5) 3"XI8 GA 80 KSI U-Bai- ARS APPX FROM ENDS, SECURE STRUT USING (1) CRIMPTITE SCREW (UPPER). \ TOP OF BOAT SECTIOt1 \ OMIT CRIMPTITE SCREWS BEHIND #1 ROLLER SLIDES, EACH END. U-BARS !NSTALLED OVER DFTA L B INTEGRAL RIBS / 3" STRUT OVER RIB BOTTOM BRACKEN / FNDS: NOTCH STRUT TO CLEAR BOTTOM BRACKET SECURE WITH (2) STRUT FLANGES. 1 3"X18 0A 80 KSI U-BAR QET ILA FASTENER NOTES: 1. STR ll STRUT TOTALS: STRUT Z STRUT O\�R RIB - BETNJFFN ENDS: � /��f� 3" - TOP SECTION (SL) 20 O NT_R H Ij�E SECURE WITH (2.) CRIMPTITE SCREWS 3" STRUT - TOP SECTION (LHR) = 22 IN STRUT FLANGES AT EACH CENTER HINGE ENDS: 3" STRUT - INT SECTIONS = 20 ��F�„ o. nvcT rFNTER �� 3" STRUT - LOK SECTION 20 SECURE WITH (2) CRIMPTITE SCREWS, UPPER & o 3" STRUT - BOT SECTION (UPPER) = 18 LOWER LEGS 3" STRUT - BOT SECTION (LOWER) = 18 J-STRUT W/OP STILE = 2 + 1/STILE 2, FOR DW <= 12% USE 4 LESS CRIMPTITE SCREWS /STRUT / 3. "CRIMPTITE SCREW" = SCREW, 1/4-14 X 7/8" SELF-DRILLING, �••�' CRIMPTITE DETAIL C 4. 1/4-20 SELF-TAPPING SCREWS MAY BE USED IN PLACE OF `♦♦�`� �.•SCgj����� 1/4-14 SELF-DRILLING SCREWS FOR APPLICATIONS WITH PRE-PUNCHED HOLES OR WHEN PREDRILLING PILOT HOLES. q STATIC PRESSURE RATINGS APPROVED SIZES SCAL N.T.S. SIZE: C Wa�/ne DESIGN PSF: +1e.aD/-2D.B0 MAX PADTH: 1c•-0° DATE NAME TEST(PSF): +2MO/-3t.2o MAX HEIGHT: 1Y-01 DRAWN 1/23/20 mm �•.p:� SrA a! ` ®D Mon.-"-IMPACTfCYCUC RATED (YES/NO), NO _MAX_SECTION-HEIGHT:24=- CHECKED 'p ' - G A R A G E DOORS MODELS 5120/9100/9405/9605/TS100/TS120 SHEET 3 OF 3 A DIMSION OF OVERHEAD DOOR CORP . 1 3395 ADDISON DRI4E DRAWING PART N0. REV, �J��lS//ONi;, `�♦ pENS(go,,�7�pRBB8032514 4VINDLOAD SPECIFICATION OPTION CODE 0649 411635 A / 13 GA ADJUSTABLE TOP _ I FIXTURE ATTACHED THRU ' 13 GA ADJUSTABLE STRUT FLANGE INTO END CAP TOP FIXTURE / STRIIT n R RIB. TOP FlxTURES /. WITH (2) CRIMPTITE SCREWS ATTACHED UNDER o o ENDS: SECURE WITH CRIMPTITE SCREWS STRUT WITH (2) THROUGH STRUT FLANGES INTO END CRIMPTITE SCREWS ` CAPS AT EACH END: (2) FOR STD LIFT TRACK y (3) FOR LHR TRACK (2 THRU TF BRKT) o O DETAIL A —o LOW HEADROOM TRACK LEIAIL A 13 GA ROLLER SLIDE ATTACHED ON TOP _ OF STRUT WITH (2) CRIMPTITE SCREWS /• �- A 15 GA HINGE FACTORY ATTACHED WITH (2) CRIMPTITE SCREWS (4 SC .3 t TOTAL) 18 GA HINGE FACTORY \ ATTACHED WITH (4) CRIMPTITE SCREWS (6 �••�..�'' SCREWS TOTAL) DETAIL C 2" NYLON ROLLER, /// DETAIL 8 STORMGARD 5" STEM. OPTIONAL - 10/11-BALL BEARING ROLLER _ 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH (3) CRIMPTITE SCREWS TOTAL \ l� DETAIL D SECTION QUANTITIES CRP!FLUSH RANCH SONOMA SONOMA RANCH DoorOAR 0'�' I OP 7 �S`I`fP$ GT, �t� t 3���i" S, P•� LONG,f?GTIi+4 TIT Width lSy0f3TI H G1 TIL SDI+STJIku1 11fTN� jH f� S IL7E"J STILE /$HO(� I{ TES 1If7GaISTfIL-ES#15T(l S 1� ING #S1ILE5;STILES`,i t IY 5 C ! u ,..._. . `,w.: 10'-0" 5 3 0 0 2 3 0 I 0 4 2 3 0 0 2--� 3 0_Y 0 11'-0 5 3 _(T T_0 2 0 0 0 - 4� 2 3 0 0 _2 3 0 y0� - 12'.0" 6 3 0 0 3 3 0 �0 6 3 3 0 0 3 3 0 1) 5._ _0, 0-3._'_ 5 0 0 s. ._3�..i_5 .—.0— --0 �t���� �/�/ 14'-0" 7- 5 0 L 0 --3 5 0 _0 Y 6 � 3 � 5T 0 I 0 3 5 0-- 1— 0 5 ! 0 0 8 4 j 5 , 0 0 3 5 0 0 �/t ••.•• 16'-0" 8 5 __0 0— 4 _5—} 0 0� 9 q'- 5 - 0_ 0 �..4 5 0 I 0 No.51737 1.*':� STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: C Wayne 4. DESIGN PSF: +18.40-::0.8o MAX WIDTH: 15,-0" DATE NAME sr�TEaF �w TEST(PSF: +27.eD/-31.2o MAX HEIGHT: 12'-0' DRAWN 1/23/20 CSM �'' Dalton ��•• FLOR�Q Q?\ .. IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT; 24" CHECKED / .t• •.. . Q\-1 ry G A R A G L-D-0 O-R-S— ----MODEL-S-51-20/9T00/9405/56.05/151 QO/T' 20 SHEET 2 OF 3 A DIVISION OF OVERHEAD DOOR CORP - DRAWING PART NO. REV. — A LDDISON DRIVE . i PENSACOLA,FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0649 411635 A (B50j 47h9990 .3" STRUT OVER RIB TOP FIXTURES /' SECURE THRU ROLLER SLIDES ENDS: SECURE WITH CRIMPTITE & STRUT FLANGE INTO END (ti)SECTION DOORS: SCREWS THROUGH STRUT FLANGES CAP & TOP RAIL WITH (2) (7) 3"X18 GA 80 KSI U-BARS INTO END CAPS AT EACH END: CRIMPTITE SCREWS. 1 (2) FOR STD LIFT TRACK \ % R LHR TRACK (2 THRU TF 0 1 ` ° ° BRKT) - O � DETAIL A (5) SECTION DOORS: LOW HEADROOM TRACK (6) 3"X18 GA 80 KSI U-BARS DETAIL A 3"STRUT OVER RIB JOINTS: MD-g SECURE WITH (2) CRIMPTITE SCREWS THROUGH STRUT / ) o FLANGES INTO END CAPS AT EACH END. i [NOTE: SECURE STRUT PRIOR TO INSTALLING ROLLER SLIDES.] (4L SECTION DOORS: aAPPX. FROM ENDS: SECURE STRUT USING (1) CRIMPTITE (5) 3"X18 GA 80 KSI U-BARS 1 SCREW (UPPER). TOP OF BOT SECTION: \ OMIT CRIMPTITE SCREWS BEHIND #1 ROLLER SLIDES, EACH END. \ ° ° /. DETAIL B U-BARS INSTALLED OVER INTEGRAL RIBS o /,. 3" STRUT OVER RIB. BOTTOM BRACKETS: ENDS. NOTCH STRUT TO CLEAR BOTTOM BRACKET SECURE WITH (2) STRUT FLANGES. :1 3"X18 GA 80 KSI U—BAR LIETAIL D FASTENER NOTS 3"STRUT OVER RIB — BETWEEN ENDS CENTER HINGE: SECURE WITH (2) CRIMPTITE SCREWS ' 1. STRUT SCREW TOTALS: IN STRUT FLANGES AT EACH CENTER HINGE 3" STRUT — TOP SECTION (SL) = 20 BETWEEN END & FIRST CENTER HINGE, BOTH ENDS: / r�� 3" STRUT — TOP SECTION (LHR) = 22 3" STRUT — INT SECTIONS = 20 SECURE WITH (2) CRIMPTITE SCREWS, UPPER & _ LOWER LEGS v 3" STRUT — LOK SECTION = 20 3" STRUT — BOT SECTION (UPPER) = 18 3" STRUT — BOT SECTION (LOWER) = 18 J—STRLIT W/ OP STILE = 2 4- 1/STILE 2. FOR DW <= 12', USE 4 LESS CRIMPTITE SCREWS /STRUT 3. "CRIMPTITE SCREW" = SCREW, 1/4-14 X 7/8" SELF—DRILLING, DETAIL C CRIMPTITE ��`o�►� � iaa'• �P / 4. 1/4-20 SELF-TAPPING SCREWS MAY BE USED IN PLACE OF y �, 1/4-14 SELF-DRILLING SCREWS FOR APPLICATIONS WITH r PRE-PUNCHED HOLES OR WHEN PREDRILLING PILOT HOLES. Wo.51737 STATIC PRESSURE RATINGS APPROVED SIZES SCALE:N.T.S. SIZE: C _ Wayne /- $TATEQF r DESIGN PSF; +t9.ao 20.6o MAX WIOhi; 19'—D" DATE NAME � ` TEST(PSF): +2z90/-31.2D MAX HEIGHT: 12'-0" DRAWN 1/23/20 CS1 �� DaltonTM-IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 24" CHECKED GARAGE DOORS MODELS 5120/9100/9405%9605/TS100/TS120-—S iEET 3 OF 3__ A DIMSION OF OVERHEAD DOOR CORP DRAWING PART NO. REV. 3305 PENSACOLA,DFLORIDAI 2S14 WINDLOAD SPECIFICATION OPTION CODE 0649 ' 411635 A (990)474-8890 WIND LOAD POST INSTALLATION INSTRUCTIONS SECURING POSTS FOR STORAGE St. eo 1: Locate a convenient location as close to the door as possible and mount a header lock bracket to the wall such that the distance be- tween the bottom of the header lock bracket and the floor is 4"greater than the distance between the floor and the bottom of the header lock bracket mounted over the door. The header lock bracket for storage_ �—- shall be mounted with a minimum of(2)5/16"x 1-5/8"lag screws (one each side)into solid wood. Masonry anchors may be substituted for mounting directly to masonry or concrete. Provide wood blocking adequately secured to structure as required for other substrates. Step 2: Mount a strap br acket acket to the wall in line with the header lock bracket such that the distance between the centerline of the hole in the strap bracket and the floor is 4"greater than the distance between the centerline of the hole in the strap bracket on the door and the floor when the door is fully closed. The strap bracket for storage shall be mounted with(2)5/16"x 1-5/8"lag screws into solid wood. Ma- soni y anchors may be substituted for mounting directly to masonry or concrete. Provide wood blocking adequately secured to structure as required for other substrates. Stec 3: Place the post into the storage position by lowering the top plate extension into the notch in the header lock bracket until the top plate extension seats in the bottom of the notch. Secure the bottom locking strap to the strap bracket using the 5/16°hitch pin. Place all remain- 3 O ing hitch pins into the remaining locking straps for storage. Insert the plastic plug into the hole in the floor. ATTACHING THE INSTALLATION DECALS After installation is complete,locate an obviously visible location on the inside of the garage door and the post and place the provided installa- tion labels and tag onto the door and post far future reference-refer to figure 6. Important Labels and tag must be attached to both door and post. FIGURE 6 1. Applied by installer-one(1)wind load psf label per door. 2. Applied by installer-one(1)wind load post installation instructions label to be applied to inside of door,near end of second section. 3. Applied by installer-one(1)emergency high wind situations tag to be applied to post(s)when stored on wall for constant reminder to consumer. -4- WIND LOAD POST INSTALLATION INSTRUCTIONS HEADER TOP PLATE �� HEADER LOCK � EXTENSION c header lock bracket to the header using the 4 5/16 x 1-5/8" Attach the h I g ( ) BRACKET \ TOP LOCK lag screws provided as shown in figure 1. The header lock bracket should be in line with the intermediate hinges where the post is to be installed ,® PLATE a9d located such that the bottom of the bracket is approximately 2-1/2" a�ove the top of the door. a, Note: Drywall or any other sacrificial material covering the header must be removed prior to installing the header lock bracket and replaced with tl�e same thickness of wood. If this process is required,the length of 2-1/2" tf a lag screws must be increased accordingly to include the thickness of /(4)5/16-12 x 1" tlhe wood so that a minimum of 1-1/2"of lag screw penetration into the SELF DRILLING header is maintained. (4)5/16 x 1-5/8" SCREWS LAG SCREWS Step 2: 5/16-18 x -1/2" \ INNER Al 2 ign the large diameter hole in the top plate extension with the HEX BOLT 2 NUT POST third hole in the top lock plate as shown in figure 1 for Models FIGURE 1 5�20/5145/9100/9405/9600 or the middle hole as shown in figure 2 MODELS 5120/5145/9405/9600 for Model 6100 and bolt together with(1)5/16-18 x 2-1/2"hex bolt and i HEADER TOP PLATE nut. Align the assembly over the top of the inner post and secure with(4) _ice_, EXTENSION�pate. 16-12 x 1"self drilling screws through the holes provided in the top lock HEADER LOCK Slide the opposite end of the inner post into one end of the outer BRACKET \ TOP LOCK post. PLATE Steu 3: � Place the post assembly from step 2 into position by lowering the top pate extension into the notch in the header lock bracket until the top plate extension seats in the bottom of the notch. Allow the outer post to slide 2-1/2"" down the inner post until the bottom of the outer post rests on the floor. ��-'' ' (4)5/16-12 x 1° Plumb the post assembly. .SELF DRILLING StSt—p 4: (4)5/16 x 1-5/8" SCREWS LAG SCREWS Ensuring uie posi assembly is plumb,trace the outline of the bottom of the outer post on the floor. Remove the post assembly and set aside until 5/16-18 x 2-1/2" \ INNER step 5. Locate the center of the traced outline by connecting the comers HEX BOLT&NUT FIGURE 2 POST to form an'x'. At the intersection of the'x',drill a 5/8"diameter hole a MODEL 6100 minimum of 3-1/2"deep into the floor. Clean dust out of hole. ALUMINUM A 5: ` POST Assemble the bottom lock plate by sliding(1)1/2-13 x 3-1/2"bolt down STRAP (3)1/4-14 x 7/8" through the top the bracket and securing with the hex nut from below. At- BRACKET ELF DRILLING ta xch the bottom lock plate to the bottom of the outer post with(4)5/16-12 CRIMPTITE SCREWS 1"self drilling screws as shown in figure 3. 5/16" ` HITCH ` PIN j ° I LOCKING (2)5/16-12 x 1" STRAP SELF DRILLING SCREWS W/5/16 FLAT WASHERS ° BOTTOM \ LOCK PLATE 1/2-13 x 3-112" HEX BOLT&NUTS — (4)5/16-12 x 1" FIGURE 3 1/2-13 HEX NUT SELF DRILLLING SCREWS -2- y- vii-,,indavus I.Prin er bast Page You have correctly installed your Microsoft IPP Class Driver on GWTN156-7. PRINTER PROPERTIES Submitted Time: 1:59:13 PM Date: 11/9/2021 User Name: GWTN156-7\mwsun Computer Name. GWTN156-7 Printer Name: EPSON2750EE(XP-4100 Series) Printer Model: Microsoft IPP Class Driver Color Support Yes Port Name(s): WSD-c7elda8d-a9ef-4e6c-b492-e19d79d228bb Data Format RAW Printer Share Name: Printer Location: http://l92.168.1.100:80/WSD/DEVICE Print Processor. winprint Comment Separator Page Location: OS Environment Windows x64 PRINT DRIVER PROPERTIES Driver Name: Microsoft IPP Class Driver Driver Type- Type 4-User Mode Driver Version: 10.0.22000.100 ADDITIONAL PRINT DRIVER FILES C:\WINDOWS\System32\DriverStore\FileRepository\pmms012.inf amd64 13377fa52c5a622t\Amd64\MSIPP-manifestini C-\WINDOWS\System32\DriverStore\FileRepository\pmms012.inf amd64 13377fa52c5a622f\Amd64\MSIPP-pipelineconfig.xml C:\WINDOWS\System32\DriverStore\FileReposito.ry\ntprint4.inf amd64 acefa68322641a2c\Amd64\PDFRenderFilter.dll C\WINDOWS\System32\DriverStore\FileRepository\ntprint4.inf amd64_acefa68322641a2c\Amd64\PWGRRenderFilter.dll C:\WINDOWS,System32\DriverStore\FileRepositary\ntprint4.inf amd64 acefa68322641a2c\Amd64\PCLmRenderFilter.dll C:\WINDOWS\System32\DriverStore\FileRepository\ntprintinf amd64 87f74da24736e30f\Amd64\StdNames.gpd C_•\WINDOWS\System32\DriverStore\FileReposito.n7\ntnrintinf amd64 87f14da24736e30f\Amd64\unires.dll Wayne E ~Datib6lS A G A'R A al00 Models 9100-5120-9605 ASCE 7-05 ASCE 7-10 Maximum Size ApprovaIs' 3-Second Gust Basic Wind S eeds IMML 3-Second Gust Basic Wind S eeds MPH' Positive Negative Exposure B Exposure C Exposure C Exposure B Exposure C Exposure C Exposure D Exposure D Design Design r� Mean Roof Mean Roof Mean Roof Mean Roof Mean Roof Mean Roof Mean Roof Mean Roof Option Code PSF PS Width Hei ht m Glazin avallabias Source Plant Hei ht 5 30' Hal ht 515' Hei ht 5 25' Hei ht 5 30' Hel ht 515' Hel ht 5 25' Hei ht 515' HeI ht 5 25' Max 21"Section Height 0228' 26.90 30.80 9'-0" 8'-9" FL 9174 GDR-34 Standard SPILP,Impact SPILP Mt,Hoe Pensacola 130 115 110 165 150 145 135 130 0240 26.90 30.80 9'-0" 8'-9" FL 21465 N/A Standard Sonoma Ranch Glazing Only Mt.Hope 130 115 110 165 150 145 135 130 0234' 43.20 49.60 9'-0" 8'-9" FL 9174 GDR-34 Standard SP,Impact SP/LP Mt.Holoo,Pensacola 165 150 140 215 190 180 175 16.5 0241 15.30 17.00 16'-0" W-9" FL 21465 NIA Standard Sonoma Ranch Glazing Only Mt,Hoe 100 90 85 125 115 110 105 100 0229 15.30 17.00 16'-0" 8'-9" FL 9174 NIA Standard SPILP Pensacola 100 90 85 125 115 110 105 100 0230' 25.90 28.80 16'-0" 8'-9" FL 9174 GDR-34 Standard SPILP Im ct SP/LP Mt.Hope,Pensacola 130 115 110 165 150 145 135 130 242 25.90 1 28.80 16'-0" 8'-Y' L 21465 NIA Standard Sonoma Ranch Glazing Only Mt.Hoe 130 115 110 165 150 145 135 130 Ant 30.00 1 33.50 16--0" 8'-9" IFIL 9174 GDR-34 No Mt.Hoe Pensacola 140 125 120 180 160 155 146 140 0235 Pose 39.20 43.70 16'-D" 8'-0" FL 174 GDR- Standard SP Impact SPILP Mt.Hoe Pensacola 160 146 135 205 185 175 170 160 0243 12.40 13.80 18'-0" 8'-9" 21 65 NIA Standard Sonoma Ranch Glazing Only Mt.Hoe 90 80 75 115 105 100 95 90 232 12.40 13.80 18'-0" 8'-9" 9174 NIA Standard SPILP Mt.Hope,Pensacola 90 80 75 115 105 100 95 90 0233 18.50 20.70 18'-0" 8'-9" FL 9174 GDR-34 Standard SP Mt.Hoe Pensacola 110 100 95 140 125 120 115 110 02 6 Pos 30.00 33.50 18'-0" 8'-0" FL 9174 GDR-34 Standard SP,Impact SP/LP Mt.Hope,Pensacola 140 125 120 180 160 155 146 140 0237 Post' 1 39.20 43.70 18'-0" 8'-0" FL 9174 GDR-34 Standard SP,Impact SPILP Mt.Hope Pensacola 160 146 135 205 185 175 170 160 Self/Non-Certified Max 24"Section Height 0356 16.90 18.20 9'-0" 12'-0" N/A N/A Standard SP/LP Mt.Hoe 100 90 85 130 115 110 105 100 0630 25.80 29.70 9'-0" 10'-0" N/A N/A Standard SP/LP Mt.Hope 125 115 110 165 146 140 135 130 0631 39.00 44,30 9'-0" 10'-0" NIA N/A Impact SPILP Mt.Hoe 155 140 135 200 180 170 165 160 0632 15.30 17,00 16'-0" 10'-0" N/A N/A Standard SPILP Mt.Hoe 100 90 a5 125 115 110 105 100 0633 23.00 25.00 16'-0" 10'-0" N/A N/A Standard SP Mt.Hoe 120 110 105 155 140 135 125 120 0634 Post 39.20 43.70 16'-0- 8'-D" NIA NIA Impact SPILP Mt.Hoe 180 146 135 205 185 175 170 160 0635 15.30 17.00 18'-0" 8'-0" NA N/A Standard SPILP Mt.Hoe 100 90 85 125 115 110 105 100 0636 Post30.00 33.50 18'-D" 8'-0" N/A NiA Standard SPILP Mt.Hoe 140 125 120 180 160 155 146 140 639 os 39.20 43.70 18'-0" 8'-D" N/A NIA No Mt.Hoe 160 146 135 205 185 175 170 160 Post Installation Instructions-FL 9174 Jamb Connection Supplement-FL 9174 Track Suoolement Chart-FL 9174 1, All doors tested for uniform static air pressure per ANSUDASMA 108 to test pressure of 1.5 x design pressure 2. Also tested for large missile Impact and cyclic wind pressure per ANSI/DASM.A 115 3. FBC-Florida Building Commission,TDI-Texas Department of Insurance 4.Above wind speeds based on ASCE 7-05 are applicable for enclosed structures with an Importance factor of 1.0 and assume a maximum of 2'of the door is located within the end zone of a structure. Consult a registered Architect or Structural Engineer for applicability for other project specific conditions. 5.Above wind speeds based on ASCE 7-10 Category II structure with a maximum of 2'of the door is located within the end zone of a structure. Consult a registered Architect or Structural Engineer for applicability for other project specific conditions. 6.Standard SPILP-Short(Single Colonial,Single Sonoma)and long(Double Sonoma,Ranch)panel glazing Is not Impact resistant and does not meet the requirements for Wind-Borne Debris Regions. Standard SP-Short(Single Colonial,Single Sonoma)panel glazing is not Impact resistant and does not meet the requirements for Wind-Boma Debris Regions, Impact SPILP-Short(Single Colonial,Single Sonoma)and long(Double Sonoma,Ranch)Is Impact resistant and does meat the requirements for Wind-Borne Debris Regions. 7. Doors only available in greater than T heights. 8. Low Head Room track Is available. 9.Al panel styles available. 10. Sonoma Ranch Glazing Available with select Option Codes. 11. Wind speeds listed in this guide are provided for reference purposes only.In ALL cases the local building authority Is the sole and final determiner of the structural and safety requirements,and suitability of the garage door. 411263 W-D Windload Option Code Index October 17 2019 bll■tlIR771YH■MmI0mm9 - ' RIRtl MOIDi■10 ,Q N.T.S. TYPICAL TRUSS ENRMAIL 7FH158BEA RING HEK*1rSQH�nc S 6 b L �\ � I II II z (I LL It T 11:0 m W ---------lui II i I I • �1iZW� I I ij W W _--_____y 1{ ' b �LLUl {I II ` w- ____---_— {{ APPROVED {{ W I W Z ;; ❑ APPROVED AS CORRECTED U Z --------�ZO REVISE AND RESUBM'if I I Q -------- {; ❑ FOR YOUR INFORi1fiAT1ON AND U —� I' ❑ INCOMPLETE SUBMITTAL 1; 0— {� ❑ PIOT AP OVEN {I =====_ _- _-_____-_--� i m, {Ihecking 1 only for c nformanC@�with the d�$i A (n {{ �{oncept f the roject d corr3pliance witg1 t e {{ i for lion give in the ont►I ct Docurnon s. 'o ractor is re ponsible fo d pensions tc b site'I or b fi processes or to teQbi igCgs f t u i�rv�and f coordination of tta�.lrkof' ( � s.. / @P Wut lip 7 _ C 1 �� Dal ov- ..ate.■ T■T S i / C 6 �7ARNING tl..+■�s<or.�,■..rr NOTE: �r®rimisQxiasmrsr /// tr'°��` �'�vw ' �mwmm�osmsmmm ` m■ PII.�q pia tl rrboY.lp .il mlmmlf.e tlmr�ltl YH1011q W ��•� � ���• tl.y atrYa�ule t®5®ma�t10191IDQ: �y�tsloelEla nIIrz® 8�D Iell I11� mm� F nm c�ctlrumnr/u>msmm��_ "'L���• CS--u.rc.rtr�e..�e.a�r .rt.ti__ �wi�• _■om.fmas0r0MCDAWK �rr�m®m®xi��wma�o� _ _ _ "'Ip� mooru■n�W®�omae� n - "ne 811( � IE •� `�i IfC�69fIR "� �. 'e b �.�Yi r0� n�F�.r� 2JCFJU=W%MUM 4)W&= WMMM *M5CrM mmecummDmm[LLf�10<ISVQI� Ss� ��v /b YYhb.F.r■a4 r.. tis W====WK N AO n¢AWO ants 90 UU WE • idit10 IV: FOWL Rl,Id6ID■R tlM mS N/®mfffl.L tlfr®tl�i■I i.9' N1'■f11�. .i iotnAa !X'Ivr 4780 f '� s ... . .... _ . . . , ,. r; - _ i y. o russ cuss ype y 4750 GE COMMON SUPPORTED GAB 2 1 Job Reference(optional) .Southern Truss Co„Fort.Pierce FL 34951 Run:8.230 s Aug28 2018 Print 8.230 s Aug28 2018 MiTek Industries,Inc. Tue Oct 23 12:41:08 2018'Page 1 ID:uU_J819gDNs6gF2LIacLJ12yQYsY-JXr4pXjzj9Lb3MGkJcGgGGXBHJjdGTGdpHW51 PyQY5P 15 0 20-6-0 41-0-0 42-0- 1-0-0 20-6-0 20-6-0 1-0- 5x5= 6.0(1 FfY 13 12 14 3x6 11 I 15 10 i 16 3x6 8 i 17 18 i I ; 7 S I I I 19 -6 il0 I 20 , f 7 8 i + i g 8 I I 21 6 I # S 176 ! I 4 $ 4 -� 22 3 23 cm 24 , � - 3x5= 46 45 44 43 42 41 40 39 38 37 36 35 34 3332 31 30 29 28 27 26 3x5= 3x6= 3x6= LOADING,(psfl SPACING- 2 0 0 CSI DEFL. in (loc) I/deft Ud, PLATES GRIP TCLL • 20.6 Plate Grip DOL 1=25 TC 0.62 Vert(LL) 0 00'2425 nlr 1:20 MT20 244/190 TCDL 15 0 Lumber DOL 1.25 -BC '0.65 j Vert(CT) :-0;00 24 25 n/r 120 BCLL 0.0'. Rep'Stiess Incr YES 'WB ;0.'37 i Horz(CT) 0 64 28 n/a n/a BCDL 10.0 Code+FBC2017ITP12014 Matnx-S. ! Weight:283 lb FT=4% LUMBER- TOP CHORD 2x4 SP No.2 1 6)This truss has been designed fora 10.0_psf bottom BOT CHORD 2x4 SP No.2 TOP CHORD chord live load nonconcurrent with any.other live loads. OTHERS 2x4 SP No.3 2-3=-899/697,34=-827/682,BRACING- 4-5--761/685,5-66971684 7)•This truss has been designed:for a live load of TOP CHORD 6-7=-632/685,7-8=-5681684 20.Opsf on the bottom chord in all areas where a Structural wood sheathing directly applied or 5-7-7 or 8-9=-503f643,9-10 499.I rectangle 3-6-0 tall by 2-0-0 wide will fit between.the purlins. 10-11=-438/684,11 =376/NO' ` bottom chord and any other members. 12 ., BOT CHORD 12-13=-303/666,13-14=303/666; 8)Provide mechanical connection(by others)of truss to Rigid ceiling directly applied or 6-0-0 oc bracing. 14-15=-376/690,15-16=438/684, bearing.plate:capable of withstanding,100,Ib uplift.at " WEBS 16-17=-499/685,17-18=-504/646, joint(s)36,37,38,40,41 42,43,44,45,35,34,32,31: 1 Row at midpt 18-19=-564/682,19-20=-647/697, except at=lb)2=213,46=108,30=123,29=164,28=331. 13-36,12-37,11-38,14-35,15-34 20 21==627/629;21 22=-833/741, 9)Non Standard bearing condition; Review required... 22 23=-851/698,23 24=-868/66-3. bEAC710NS.All bearings 35-0-0. BOT CHORD LOAD CASE(S) ( )-Max Horz 2-46`-5841868;45 46 584/898 Standard 2=P20(LC 9) 44-45==584/898;43 44==584/898 ' Marc Uplift 42 43 =584)898,"41 42 =584/898 All lift 100 lb or less t' ' - =- � s a joint(s) 40.41=�=584/898`39-40 89 - p 1 O 584! 8 36,37,38,40,41,42,43,44,45,35. 38-39=-584/898,37-38 584/898'-_ 34,32,31 except 2=-213(LC 22), 36=37 584/898,35-36=-5847898,- 46 -108(LC 10).30=-123(LC 11), 34 35=584/898,33 34 584/898 29=-164(LC 1),28=-331(LC 11) 32 33=-�584/898,31 32-=584/898 Ma� Grav 30 31==5841898,29-30==5841898 All reactions 250 lb or less at joint(s) 28-29=-584/898.27-28==5841898 2,37,38,40,41,42,4.3,44,45,46, 26 27=584/898,24 26 =584/898 35,34,32,31,29 except 36=71 O(LC 1), WEBS 30 I265(LC 1),28=728(LC 1) 13-36==670/340,21-28=-390/441 FORCES. (lb) NOTES- Max.Comp./Max.Ten.-All forces 250(lb)or less except 9)Unbalanced roof live loads have been considered'for when shown. this design ' TOP CA,ORD 2)Wind:ASCE 7-10 Vult7-160mph(3 second'gu"st) 25=-8991697,3-4=-827/682, Vasd=124mph;TCDL 5:OpA BCDL=5 Opsf fi=18ft;Cat, 45=-761/685,5-6=-697/684, 11;Exp C;Encl.,GCpi=0.18;MWFRS(envelope)and C-C 6-7=-632/685,7-8=568/684, Interior(1)zone;cantilever right exposed;C-Q,for 8-9=-503/643,9-10=-499/685, members and forces&MWFRS for reactions shown; 10-11=�38/684,11-12=-376/690, Lumber DOL=1.60 plate grip DOL=1.60 12-13='303/666,13-14=-303/666, 3) Truss designed for wind loads in the plane of the 14-15=-376/690,15-16=-438/684, truss only. For studs exposed to wind(normal to the 16-17=�99/685,17-18=504/646, face),see Standard Industry Gable End Details as 18-1.9=564/682,19-20=-647/697, applicable,or consult qualified building designer as per 20-21=-627/629,21-22=-833/741, ANSUTPI 1. 22-23=-851/698,23-24=-868/663 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. o toss toss ype y 4750 Al ATTIC 12 1 Job Reference(optional) Southern I rues to:,Fort Pierce,FL 34951,. Run.8230 s Au 28 2018 Print 8.230 s Aug 28 2018 MTek Industries Inc.Tue Oct 2312:41:07 2018 Pagel ID:uUJ 9gDNs6gF2LIacUl:2 1YsY-rLHibB]LyrDkSChYlvlbk2 zhvOeXusUadnYVzyQY5Q 10 6-12 15 4 4 20-6 0 25 7-12 30-5-4 34-9-0 41-0-0 4 -0 0 4-3-12 4-9-8 - 5-1-12 5-1-12 4-9-8 4-3-12 6-3-0 -0- 7 6.00 ff2 3x4 3x4 Dead Load Deli.=3/8 in 3x6 6 8 3x4 3x4-�f- 22 3x6 4 5 2x4 II 9 10 3x5 i::� 3x5 3 11 4 1 1 2 2 12 4x5= 21 20 19 18 17 16 15 14 4x5= 44= 2x6 II 7x12 MT20HS WB= W= 4x4= 2x6 II 4x5= 4x4= 8x8= 7x12 MT20HS WB= 10-6-12 15 :4 25-7-12 30-5 4 34-9-0 3, 0 41-0-0 6-3-0 4.3-12 4-9-8 10-3-8 4-9-8 4-3-12 0- -0 6-0 0 Plate Offsets(X Y)- [2:0S-8 OA41 [2:0-0=8 Edge] [10:0-0-0 0-0-0] [12:04-8,0-1-5] [12;Edge,0-0-4],[14:0-3-8,0-1-0],[17:0-3-8,0-6-0],[18:0-3-8,0-6-0],[21:0-3-8,0-1-0] LOADINIG(psf) SPACING- 2 0=0 CSI. DEFL. in "(loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TO 0.61 Vert(LL) 0.45 18-20 >921 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0,64 Vert(CT) 0;75 1,8-20 >554 180 MT20HS 1871143 BCLL 0.0-', Rep.Stress Incr YES WB " 0.96 Horz(CT) 0.04 14 n/a n/a BCDL 16.0 Code FBC2017/TP12014 Matrix-S Attic -0.25 17-18 503 360 Weight:276 lb FT=4% LUMBER- TOP CHORD'2x4 SP No 2 BOT CHORD 2x6•SP M 26'Except""'-- WEBS 'BZ 2x8 SP.DSS 4-18=-1049/610,6-18=0/516, WEBS `2x4 SP No.3 6-22=-1405/446,8.22=-1405/446, OTHERS '2x4 SP No.3 8-17=4/459,10-17=-575i1380; BRACING- 10-15=-1601/834,11 15764/.1620, TOP'CHORD - 11-14=-1952/1110,4 20=-3721784, Structur8l wood Sheathing'directly applied'or 2=10-13 oc 3-20=-3681193 purliris. BOT CHORD NOTES. Rigid ce ling directly applied or 6.0-0 oc bracing. 1)Unbalanced roof live loads have.been considered for JOINTS this design. 1 Brace at Jt(s):22 2)Wind:ASCE 7-10;Vuit=160mph(3-second.gust) Vasd=124mph;TCDL=5 Opsf BCDL=5 Opsf;h=18ft;Cat, REACTIONS. (lb/size) II;Exp C;Encl.,GCpi=0 18;;;MWFRS(envelope)and C-C 2 1619/0-6-0 (min.0-1-8) Interior(1)zone;canfllever,right exposed C_C for 14 = 2308/0-6-0 (min.0-1-15) members and forces&MWFRS far reactions,shown; Max Horz Lumber DOL=1.60 plate grip DOL=1.60 y. 2 = 220(LC 8) 3)All plates are MT20 plates unI ass:otherwiso indicated. Max Uplift 4)This truss has been designed;f&a 10A,psf bottom 2 460(LC 10) chord live load nonconcurrent with any other live loads. 14 = -613(LC 11) 5)'This truss has been designed for alive load of Max Grav 20.Dpsf on the bottom chord-in all areas where a 2 1633(LC 2) rectangle 3-6-0 tall by 2-0-0 wide will fit.between the 14 2328(LC 2) bottom chord and any other members. 6)Bottom chord live load(30.0,psf)and additional FORCES. (Ib) bottom chord dead load(5.0 psf)applied only to room. Max.Comp,/Max.Ten.-All forces 250(lb)or less except 17-18 when shown. 7)Provide mechanical.connection(by others)of,truss to TOP CHORD bearing plate capable of withstanding 160 lb uplift at 2-3=2989/944,34=2648/928, joint(s)except(j 7-1b),2=460,_14=613, 4-5=2023/593,5-6=-19471612, 8)Attic room checked for U360 deflection. 6-7=-474/271,7-8=-515/285, 8-9--18721593,9-10=-1988/575, 10-11=-i1085/245, 11-12--8631734 LOAD.CASE(S) BOT CF ORD Standard 2-21--749/2717,20-21-749/2717, 19-20=-601/2458,18-19=-56812439, 17-18--247/1819,16-17=-66/918, 15-16=-58/893,14-1 5=-571 1920, 12-14=-571/920 WEBS 4-18=1049/610,6-18=0/518, CRAIG WATSON AND ASSOCIATES LLC PROFESSIONAL SURVEYING & MAPPING November 29, 2021 Michael Widner Q 4871 Jorgensen Road 2,2 Fort Pierce, Florida 34981 # ° �' -ZZ'N Parcel ID:3403-502.0147-040-1 ,rt °; L r f, ' 'tl 3_Q____ To whom it may concern, This letter is to certify the elevation at the Crown of Road,garage,and single family dwelling. Please see the below data as surveyed on 11-24-2021: 1) Centerline of road (Crown): Elevation = 11.04' 2) Finish Floor of single family dwelling: Elevation =14.29' or 39"above Crown of Road. 3) Garage floor(Attached): Elevation= 12.70'or 20"above Crown of Road. Note: Elevations are referenced to North American Vertical Datum 1988. RECEIVED NOV 3 0 1011 Permitting Department Sinn �Nliyj--) _ St. LuCie County Crai tson,President Professional-Surveyor and Mapper No.5647,State of Florida CRAIGWATSON@LIVE.COM 3372 NE CANDICE AVENUE UNIT A,JENSEN BEACH,FL 34957 772.334.0868 o. Am. av N.T.S. $ TYPICAL TRUSS END DETAIL TRIISSBFARMG HEIGHT SCHEDULE !1 11 II I U. II II I I I ��rr I II 11 I �� ------.'I II---------------------------- 0 ------- -► 11 \\\! , 1 a — 5 I 1 O II II W --------'y- II II 1 zLU W �� ---------- —_ LL " ul U� W _ 11 ------- APPROVED U ZO ~- IEl APPROVED 9C _v E ! Sw 11 SE AND d i II ! �i LJ. FOR YOUR AND USE 1; ❑ INCOMPLETE S 'i-TTr,:. (n ii ❑ NO PPTiC3- ;Checking i$only f r confor n "tl t. ���c,=gn �"concept of;ithe foject an Gu: �i informationi; ven irf the.,COr;Cr,..,, 4 con Firmed- an w s=o, or i +p a information l' Q rta ' ..to�(1'j t;rtcation f v 0yy rocessesi�r t�,�Ch ' r 8 u � k and for coorainaG6 Me workr - CFanChDa e:i • �� �raanas ANAL " WARNING r,.+,bxac�..+a NOTE: �r®rama�vnevso..m.a � n -�mr�ramB�aysnims o�..,� .� '"'u ��uss�amoumaa vx 9111111 �a� meew et® • -., m�m�wr�tswu�at�uvrsm®i[ � �7��ro eta, E=_mitLOslu losOsm�lOFs-giaC'- �� ".'��,,.•,,�•�_�++�aplr¢re,-Mm�_.yr�►_-� �m f7a'�"�" Jom_ass� _ Nmml�ffa.B,eauS mam4 OBo e�sm�a..e axc aul�s ban Road W ner a e addition vmmMm wZ W � ULMwa■ Utaaa� WMAU wm _ mIRICRI9®dal aanzao<a�ume� ,rs..���� rm.YlO.brmrHr.�y r...liY� �Ilom9l00�n1d Vm naHn0nIV1 /,Vi11®ipt10 BY7190aR BD¢ RWWO 110123AB r= "IvT I 4760 ° _. toss toss ype y 4750 Al ATTIC 12 1 Job Reference o tional Southern?russ;Co.;gort Plerce,FL 34951,,. Run:8230 s Au 28 2018 Print:8.230 s Aug 28 2018 MITek Industries,Inc. Tue Oct 2312:41:07 2018 Page 1 ID:uUJ8�19gDNs6gF2LlacUl2yQYsY-rLHibBjLyrDkSChYlvlbk2 zhvOeXusUadnYvzyQ�f5Q -0,0 6-3-0 10-6-12 15 4 4 20-6 0 25-7-12 3Q 11 J 34-9-0 41-0-0 42-Oi0 1-00--' 6-3-0 4-3-12 4 9-8 5 1-12 5 1-12 4-9 8 4 3-12 6-3-0 1-0-0 7 6.00 FT 3x4-5;� 3x4-z�- Dead Load Defi.=318 in 3x6� 6 8 3x4 3x4 d 22 3x6 4 5 2x4 II 9 10 3x5 G 3x5 3 . 11 1 4 Yi1 2 2 12 4x5= 21 20 19 18 17 16 15 14 4x5= 4x5= 2x6 11 7x12 MT20HS WB= 8x8= 44= 2x6 11 45= 4x4= 8x8= 7x12 MT20HS WB= B 3-0 10-6-12 15-4-4 25.7-12 30-5 4 34-9-0 35r0-0 41-0-0 6-3-0 4-3-12 4-9-8 10-3=8 4-9-8 4-3 12 0�-0 6.0-0 Plate Offsets(X Y)— [2.0540-141 [2044Edge] [10:0.0-0 0-0-0] [12:0-5-B 0-1-51 [12:Edge 0-0 4] [14:0-3-8 0-1-01.[17:0-3-8,0-6-0],[18:0-3-8,0-6-01,[21;0-3.B O-LO LOADINIG(psf) S PACING- 2114 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0 45 18-20 >921 240 MT20 244/190 TCDL 15.0 Lumber DOL 125 BC 0.64 Vert(CT) -0:75 1,8-20 >554 180 MT20HS 187/143 BCLL CA-*1. Rep,Stress{nor YES WB 0.96 Horz(CT) 0:04;, -14 n/a n/a BCDL 10.0 Code.FBC2017ITP12014 Matrix-S Attie 0.25 17-18 503 360 Weight:276 lb FT=4% LUMBER- TOP CHORD,2x4 SP Nc 2 BOT CHORD 1,2x6 SP M 26*Except* = - WEBS 82:2)6 SP DSS 4-18=-1049/610,6-18=0/51,8, WEBS 2x4'SP No.3 6-22=-1405/446,8-22=-14051446,. OTHERS"' 2x4 SP No.3 8-17=-4/459,10-17=-575/1380;.::. BRACING- 10-15=-16011834,11 15=-764/.1620; TOP'CHiORD - 11-14=-1952/1110,4-20=-37217 _84, Structural wood sheathing d]rectiy applied'or 2-10-13 oc 3-20=-3681193 purlins. BOT CHORD NOTES- Rigid"ceiling directly applied or 6=0-0 oc bracing. 1)Unbalanced roof live loads have.been cons]dered for JOINTS this design. 1 Brace at Jt(s):22 2)Wind:ASCE 7-10 Vult=160mph(3 second.gust) Vasd=124mph;TCDL 5 Opsf,BCDL=5 Opsf h=18ft;Cat. REACTIONS. (lb/size) 11;Exp C;Encl.,GCpI 0 18;MWFRS(envelope)and C-C 2 1619/0-6-0 (min 01-3) Interlor(1)zone;canfileverrightexposed CC•for 14 = 230810-6-0 (min.0-1-15) members and forces&MWFRS for reactions,shown; Max Horz Lumber DOL=1.60 plate grip D&=f.6C, 2 = 220(LC 8) 3)All plates are MT20 plates unless-' erwlse Indicated. Max UPI ft 4)This truss has been designed fora 1 0:0 psf bottom 2 -460(LC 10) chord live load nonconcurrent with any,.other:live loads. 14 = -613(LC 11) 5)*This truss has been designed for a,live,load of Max Grav 20.Opsf on the bottom chord In all areas where.a 2 1633(LC 2) rectangle 3-6-0 tall by 2-0-0 wide will fit between the. 14 T 2328(LC 2) bottom chord and any other members. 6)Bottom chord live load(30.0,psf)and additional FORCES. (lb) bottom chord dead load(5.0 psi)applied only to room. Max.Comp./Max.Ten.-All forces 250(Ib)or less except 17-18 when shown. 7)Provide mechanical connection(by others)of truss to TOP CHORD bearing plate capable'of withstanding 100 lb uplift at 2-3=2969/944,3-4=2648/928, Joints),except at=1b),2=460,14=6:13. 45=2023/593,5-6=1947/612, 8)Attic room.checked 16r'L1360 deflection. 6-7=-474/271,7-8=-515/285, 8-9=-1872/593,9-10=-1988/575, ` 10-11=-1085/245,11-12=-863/734 LOAD:CASE(S) BOT CHORD Standard 2-21=-749/2717,20-21=-749/2717, 19-20=-601/2458,18-19=-588/2439, 17-18=-247/1819,16-17=-66/918, 15-16=-58/893,14-15=-571/920, 12-14=-57l/920 WEBS 4-18=-1049/610,6-18=0/518, Job IrUss. russ I ype Qty ply - - 4750 GE COMMON SUPPORTED GAB 2 d Job Reference(optional) „Southern Truss Co.,FortPierce,FL 3495i Run:8.230 s Aug 28 2018 Print:8.230 s Aug 28 2018 MiTek Industries,Inc. Tue Oct 23 12:41:08 2018"Pagel ID:uUJ819gDNs6gF2LlaoLJl2yQYsY-JXr4pXjzj9Lb3MGkJcGgGGXBHJjdGTGdpHW51 PyQY5P 1I 0 0..;, 200.6-0 41.0-0 42-0-0 =0-0 20-6 0 20 6-0 1 0 0 5x5= 6.00(12' 13 12 I 14 3z6 17 } 15 10 i 16 3x6 8 9 ! i 1718 pi l 19 20 g f 9 5 „ 8 I 21 4 ..� S15 16 i I I _ 6 5! 22 15 4 3 ^2 3 � I i , 23 12 24 � 34= :- 27 26 3x5= o 46 45 44 43 42 41 40 39 38 37 36 35 34 3332 31 30 29 28 34= 3x6= 41-0 0 41=0-0 LOADING s SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud_ PLATES GRIP TCLL 20,0 Plate Grip DOL 112 5 TC '0.62 t Vert(LL) 0.00=2 5 n/r 120 "MT20` 244/1.90 TCDL.I 15 0 .c Lumber DOL f25 BC . ''0.65 Vert(CT) 24-25 n/r 120 Incr ES 0.04 28 n/a n/aBCLL 00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-S` Weight:283 lb FT=4% _ LUMB9R- TOP CHORD 2x4 SP No.2 6)This truss has been designed.for,a 10:0•psf bottom BOT CHORD 2x4 SP No.2 TOP CHORD OTHERS 2x4 SP No.3 2-3=-899/697,34=-827/682 chord live load nonconcurrent with anyother liveaoads: BRACT G- 4-5=-761/685,5-6=-697/684 TOP CHORD 6-7=-6321685,7-8 -568/684` 7)"This truss has been designed;for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide-will fit between the;. Structural wood sheathing directly applied or 5-7-7 oc 8-9=-503/643,9-10 499/685 bottom chord and any other members. purlins. 10-11=438/684,11 12==376/690, - 8)Provide mechanical connection(by others)of truss to BOT CHORD 12-13=303I666,13 14 3D3/686 bearing plate,capable of-withstanding 100 lb upli at Rigid ceiling directly applied or 6-0-0 oc bracing. 14-15=-376/690, 15 16=-4381684, joint(s)36,37,38,40,41,42,43,44,45,35,34,32;31 I EBSRow t at midpt 18-19 -564/682,19 20--647/697, p �- ) - 16-17=-499/685, 17-18=-504/646, except t-Ib 2=213,46=108,30=123,29=164,28-331. Row 13-36,12-37,11-38,14-35,15-34 20 21`AV/629;21 22-=833NT, ' 9)Non Standard bearing condition,_ Review required..; 22 23=-851/698,23 24=-868/663 REACTIONS.All bearings 35-0-0. BOT CHORD' (lb)-Max Horz 2-46�5841898;45-46 584/898 LOAD CASE(S) 2=220(LC 9) 44-45 "-5847898;43 44==5841898; Standard MaxUplift 42 43 684/898F41 42 -584/898 `-' All uplift 100 lb or less atjoint(s) 40-41 '=584/898 39 40 584/898;" 36,37,38,40,41,42,43,44,45,35. 38-39=-584/898;37-38=-584/898;;, 34,32,31 except 2=-213(LC 22), 36-37 $84/898;35-36=-584/898; " 46=-108(LC 10),30=-123(LC 11), 34 35 5841898,33 3 -SM/898 '_ 29T164(LC 1),28=-331(LC 11) 32-33 `S84/898,31 32=a84/898 '° Max Grav 30 31==584/898,29-30=-584/898 All�eactions 250 lb or less at joint(s) 28-29=-584/898;27 28==584/898" 2, 7,38,40,41,42,43,44,45,46, 26 27i=684/898,24 26 =584/898 35;134,32,31,29 except 36=710(LC 1), WEBS `` 30 I265(LC 1),28=728(LC 1) 13 36==670/540,21 28=-390/441 ` FORCES. (lb) NOTES- Max.Comp./Max.Ten.-All forces 250(lb)or less except 1}Unbalanced roof live loads have been considered'for when shown. this design TOP CHORD 2)Wind:ASCE 7-10 VUlt=160mph(3�second gust) 2-3=8991697,3-4=-827/682, Vasd=124mph;TCDL S;Opsf`-$CDL=S Ooif;h=18ft;Cat. 4-5=-76(i/685,5-6=-697/684, II;Exp C;Encl.,GCpi=0.18;MWFRS(envelope)and C-C 6-7=-63 /685,7-8=-568/684, Interior(1)zone;cantilever right exposed;C-C:for 8-9=-503/643,9-10=-499/685, members and forces&MWFRS for reict16ns"sh8wn; 10-11=4,38/684,11-12=-376/690, Lumber DOL=1.60 plate grip DOL=1.60 12-13=-303/666,13-14=-303/666, 3) Truss designed for wind loads in the plane of the 14-15=-376/690,15-16=-438/684, truss only. For studs exposed to wind(normal to the 16-17=-4,99/685,17-18=-504/646, face),see Standard Industry Gable End Details as 18-19=-564/682,19-20=-647/697, applicable,or consult qualified building designer as per 20-21=-627/629,21-22=-8331741, ANSI/TPI 1. 22-23=-851/698,23-24=-868/663 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc, � t Wayne- a on cortifteirl I ' VALUES ONLY APPLICABLE WHEN COMPLETED INSTALLATION IS IN IN ACCORDANCE WRH ANSUDASMA 108 ACCORDANCE WITH REFERENCED ^IN ACCORDANCE WITH ANSUDASMA 115 3395 ADDISON DRIVE PENSACOLA,FL 32514 INSTALLATION DRAWINGS. INSTALLED MODEL 9700/9510 STATIC DESIGN IMPACT/ FBC/TDI DESIGN PRESSURE CYCLIC APPROVAL (MARNONEBE DRAWING REFERENCE RATING*(PSF) RATED- NUMBER _ I FBC-FL U87 ❑ WINDLOAD SPECIFICATION OPTION CODE 0520 +12.401-13.80 NO Tol-NIA , ❑ WINDLOAD SPECIFICATION OPTION CODE 0521/0522 +15.30/-17.00 NO FBC-FL 555T TDI.NIA ❑ WINDLOAD SPECIFICATION OPTION CODE 0523/0524 +18.WI-20.70 NO FBC:FLTDI R7 29 ❑ WINDLOAD SPECIFICATION OPTION CODE 0525 +22.00/-24.50 NO FBC-FL 5%7 TDI•GOR 29 ❑ WINDLOAD SPECIFICATION OPTION CODE 0526/0528 +18.501-20.70 NO FBC•FL.5697 MI-GDR 29 ❑ WINDLOAD SPECIFICATION OPTION CODE 0527 +15.30/-17.00 NO FBC-FL 5557 TDI-NIA ❑ WINDLOAD SPECIFICATION OPTION CODE 0532 +22.001-24.50 NO FBC-FL 5557 TDI-GDR29 El WINDLOAD SPECIFICATION OPTION CODE 0536 +23.00/-25.00 NO FBC-FL 5597 rol-GOR 29 ❑ WINDLOAD SPECIFICATION OPTION CODE 0537 +27.00/-31.00 NO FBC-FL 5597 TDI-GDR 29 ❑ WINDLOAD SPECIFICATION OPTION CODE 0538 +26.30/-29.30 NO FBC•FL MI•GDR 29 29 ❑ WINDLOAD SPECIFICATION OPTION CODE 0539 +30.00/-33.50 NO FBC-FL5597 MI.ODR 29 ❑ WINDLOAD SPECIFICATION OPTION CODE 0540 +39.20/-43.70 NO FBc.FL&W7 TDI•GOR 29 _ ❑ WINDLOAD SPECIFICATION OPTION CODE 0541 +30.00/-33.50 NO FBC-FL 5597 i TDI•GDR 29 FSC•FLORIDA BUILDING COMM13SION TDI-TEXAS DEPARTMENT OF INSURANCE PIN 327026 P5 lop