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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABIF INFO MUST BEii .PLETEDFORAPPLICATIONTOBEACCEI Date: _1 SCANNED Permit Number: X����� J xBY1 St. Lucie County Jv Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce R 34582 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line kef'I tla hvyt ��RCt�t�SE� ityli�l'iOVEFViE[tiT LOCA7"IC;N , . _... '' � ., Address: 12371 Lear Pl. Port Saint Lucie, FL. 34987 Legal Description: Lot 55, of Treasure Coast Airpark, according to the Plat thereof, recorded in the Plat book 26 page 18, 18A through 18F, of the public records of ST. Lucie County, Florida 4224-501-0 000-8 55 Property Tax ID #: Lot No. Site Plan Name:_ _ Block No. E� Project Name: — EI Setbacks Front50 Back:30 Right Side: 20 Left Side:20 2 If in,c4 -ece, Zo bq✓ork cl! 75taC4 i:fC_01 ®HVAC LMGas Tank - Electric LlPlumbing Total Sq. Ft of Construction: _ Cost of Construction-$ ��fyt7o C.r/ o er /, CH ci ve, lwun f S e d�_ Sc 011Ue 0 PC - Fit L_ule di apply: Piping _ Shutters awindows/Doors nklers DGenerator ® Roof eq. Ft. of First Floor: _ Utilities:Sewer LOSeptic Building H QhjNER%ESSEE - GQPtTRAr TCiR ra Name roU e W. Lander II Name:_ Address: I Z,3T Bar Pl. an Com p Port aillt ucle Fes- City:_ _State:_ — _ Address:: _ City: Zip Code: 34951 Fax: _ 9W-15TU-2433 _State Phone No Zip Code: _ Fax: _ atlon gmal .col m E-Mail:9gia- Phone No. Fill in fee simple Title Holder on next page ( if different E-Mail: State c, ounty License: from the Owner listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. V SUPPLEMENTAL CONSTR,' N LIEN LAW INFQRMATION ss DESIGNER/ENGINEER: Name: _ Not Applicable MORTGAGE COMPANY: Name: _ Not Applicable Address: Address: City: Zip: Phone: State: City: Zip: Phone: State: FEE SIMPLE TITLE HOLDER: Name: _ Not Applicable BONDING COMPANY: Name: _Not Applicable Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before �— Signature of Owner nt/ Lessee STATE OF FLORIDA ` COUNTYOFL The forgoing instrume as acknowledged before me this ��ayofc_, 20 14 by (Name of person acknowledging) C�� A I (Signature of Noty Public- State of Florida ) Personally Known OR P uce Identifi ati Type of Identifica ' ` AOOA M,HUFF < Commission I A ' ' = i1;'C0�1fJ'SS1�H 30 � fig; :;^ Rxded iFm M1'-'publin Undeivmhrs Revised 07/15/2014 Signature of Contractor/License Holder STATE OF FLORIDA COUNTY OF The forgoing instrument was acknowledged before me this _ day of 20 14 by (Name of person acknowledging) (Signature of Notary Public- State of Florida ) lly Known OR Produced Identification Identification Produced Commission No. (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4016792 OR BOOK T 1 PAGE 753, Recorded 11/25/2014 at 2 AM s NOTICE OF COAnIENCEMENT The undersigned hereby given notice that improvement will be made to terrain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of Wrammcemmn 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: N'za Y-SaI-OoSS-000/Q• rrewsurc-011MraerK rfos W K �e)��t Nfd+ qL 18F� F A b/e Kt rd cF 5' isLL ur•Co;,,d/r IGENERAL DESCRIPTION OF IMPROVEMENT: /ILe-VILbnr S,�p(„r, 3. OWNER INPORMATIONa z. Nanx SdY'o O IJi r.J LO ale' T b.Address L;L L.COr 0/ %Ooft/ Sp 4<Gur r' FL ': N9g7 aivterestw property oo..ner• d. Name and address of fee simple titleholder (if other than owem) 5.SURETY'S NAME, ADDRESS AND PRONE NUMBER AND BOND AMOUNT. 4-4 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER 7. Personas within the State of Floside, designated by Owner upon whom notices or other documen6 may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAMg,ADDRESS AND PRONBNUMBER: M& 8. In addition to himselfor herself, Owner designates the following to receive a copy of the Lienoes Notice as provided in Section 713.13 (I)(b), Florida Stainless: NAME, ADDRESS AND PHONE NUMBER A,i 9. Expiration dam ofnotim ofoom mment (the expiration daeeis I year from the date ofrecmding unless a different date is speclfied) 20_ 6#R �A%G ..Z 4i'rovbv w L920rLerJ!7 owner Signature of Own yWr Print Name and Provide Signatory9sT(tld0f6ce Owner's Authorized OHmer/DhertenTeamer/Manager Sm. of Fincd'&1 `` __ //� ---- County ofS(�Jk Q— 'he fore o'\\instnmeumw acWmwled be�mone�this —dayof By(` ���1.�.,mQ (Name ofperson) (Type of euNority...e.g.Owaer, officer. trustce, atmmry in fact) For (Nameofpanyonbehalfofwhomimft m twue=uted) Personally Known_ orproduced the following type of ID: -V—LO)— Uvder Ven o Rntj declare that I have read the foregoing and that �,�at ar�taeti9.tpq myi vwlWge and e & Smtmes). Y'<;�='au,adnr uvmuma A-Eema�w maESAlglgomjuns(s) Owver(s)W Owasefs)'Aatherized OHiar/Diredor/Ptrtner/mmogrr who signed shove: By: BY STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. 02 JO P E. SMITH, RK 69, puty Cler Date: Na� 2 J i0 Detailed description of work 12371. Lear PI. Port Saint Lucie, FI. 34987 Replace damaged T111 siding as necessary. Install Hardie Plank lap siding. Replace existing sliding glass door with French door in existing opening. Replace existing tile and carpet flooring with wood and tile flooring. Install knockdown ceiling texture. Replace kitchen cabinetry, counter tops, and appliances using existing plumbing location. Install gas range with associated hood in previous electric range location. u4 oce/' Remove existing non load bearing kitchen wall and decorative header. Install partial wall for new kitchen bar / counter top. Locate existing outlets in wall. Lengthen existing interior non load bearing hallway wall. Replace kitchen lighting fixture using existing circuit. Replace both bathroom toilets, vanities, and shower / tub units using existing plumbing locations. Install tile around both new shower and tub bases. Install new bathroom lighting fixtures using existing circuits. Remove non load bearing closet enclosure in utility room. Relocate Washer and Dryer in utility room, relocating existing plumbing and electrical service. s-froUlae Laeloter Planning & Development aces Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772) 462-M3 OWNER/BUILDER 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. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all a laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on hoet the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial 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 maybe responsible and liabl _ e cost of the license. Initial w 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 ptddi4l cost, which could include loss of wages during recovery from their injury. Initial jgcala To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this day of iCloy L�/bf 20. Owner/Builde�ture STATE OF FLORIDA / COUNTY OF The foregoing instrument was agknowledged h fore me this O; day of, by is personally known to me, or who has doted A A as ideptificatio,n. AA C)L gignature 6f Notarf I Type or Print Name of tary (Seal) Title: Notary PubliW Commission Number SLCPDSD Revised 05/15/2014 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-1553 Owner Builder Affidavit — Electrical Contracting DISCLOSURE STATEMENT F.S. 489.503 (6) EXEMPTIONS State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner ofyour property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $75,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. 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. Failure to do so may result in a liability for you! To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Community Development Director to the Flori State Department of Professional Regulation. Signed and acknowledged on this day of 20. OWNS DER SIGNATURE STATE OF FLO) COUNTY OF The foregoing instrument was acknowledged before me this day of A 20 E4 by L)D 1 `1 1 , who is personally known to me or Title: Notary Public St. Lucie County Owner Builder Affidavit -Electrical Contracting 3 - PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave r--- v-s Fort Pierce, FL 34982 BUILDING PERMIT C U LQ ✓I Q'Ie1' � will tie usmg the bilowmg sub contractors for the a (Company/Iudividuat Name) - - _._ - - ---- ___-- .__---- -_-- _ _ ----projeetl2eatedat 12,3 7LPGr 1011-1'r� S'nlyd— /-CCiLe_ GL T 22F - - (Street address or Property TaxlD #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St Lucie County. . St Lucie County/ Trade Name of Company/Contractor State of Florida License Number Electrical _ Plumbing HVAC/ Mechanical Roofing ----- - Gas- 0,1MCE USE ONLY:11 . PERMIT ISSUE DATE: NUMBER: PI`` ,1NING & DEVELOPMENT S V VICES 'iuilding & Code Compliance l,ivision BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number Of applicable): (Company Name) have agreed to be the Elec� r i'cee/ sub -contractor for 07'i-0 ()Lc L..1 L,GA o1611 (Type of Trade) 0 (Primary Contractor) for the project located at J,,2 3 7 / L ea/' %/ (Project Street Address or Property Tax L. 3L(9�7 It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: Address: City/State/Zip: Phone: email: SIGNATURE PRINT NAMES ° DA STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT AS SIGNED BEFORE ME THIS a5AY OF c BY \`l \ x>1�5�\„ PERSONALLY KNOWN _ OR HAS PRODUCED AS,I/DENTIFICATI Uqd (�jA p1 )��c,4_:>Aoo_ SIGNAT F NOTARY PUBLIC i ,i1i PRINT NAME OF NIJTARY PUBLIC p€ �, ANGEtA M. HUFF ° MY.M.7 ,S,NgEE08353p EXPIREG: Aptll 12, 2015 OFFICE USE ONLY: „„ 9°"tl� °d�h"'N°:aryp brcunaervn:INe Zoe PI MING & DEVELOPMENT,; 'VICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): have agreed to be the Plum um h tkQ sub -contractor for $ V-m (/ ke w tarn a'p , (Type of ade) (Primary Contractor) - for the project located at Address or Property Tax It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: / Address: City/State/Zip: Phone: email: 9 ZZ // y�G SIGNATURE �4 (/ PRINT NAME DA STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUME WAS SIGNED BEFORE ME THIS 7, XY OF © 20 I/ BY ����\alm IS PERSONALLY KNOWN _ OR HAS PRODUCED �� , � ENTIFICATI2) 1 Aa �&M SIGNATURE ffF NOTARY P LIC ,;:i i PRINT AME OF NOTARY PUBLIC OFFICE USE ONLY: PERMIT # ISSUE DATE F LE COPY MIAM! DARE hIIA1YII-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Skeet, Room 208 'DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADYIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.eov/ecanomv James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall -not be valid after the expiration date stated below. The Mimni-Dade County Product Control Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSofftt, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant' and `2vliami Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 17159.2 and 1715.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 12-0214.14 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. - The submitted documentation was reviewed by Carlos M. Utrer a, P.E. NOA No.13-0311.07 Expiration Date: May 1, 2017 Approval Date: May 9, 2013 O J/0 f/�(117j Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT I'ED A. DRAWINGS 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlark, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanei, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision I dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC issued by Ronald I.Ogawa & Associates, Inc., dated 04/26/2012, signed and sealed by Ronald I.Ogawa, P.E. ffios`leloolb Carlos r . Utrera, P.E. Product Control Examiner NOA No.13-0311.07 Expiration Date: May 1, 2017 Approval Date: May 9, 2013 E-1 WALL QUA" WALL LENGTH Stud Spacing at 16" O.C. n�_ i I I LRd I Nails at 16" O.C. (tyP.) 3/8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, Prevail Panel Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A �/3" 9rldk / 5 ply APA rated ptywaod sheathing in accordance with Florida Building Code Section 23223 Water -resistive barrier per Florida Building Code Section 1404.2 2' X 4" S-P-F Wood Studs HardiePanel, ,S_ECTLOMJ BL3 Cempanel, Prevail Panel Siding MODUCT—P-ESCRIPTIOM HardiePanel®, CernpanelO, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. PANEL,PMANALOAR Nf�dth Length Thickness 4' B,9,1V 5/16" pF„SLQN PRESAU&E _TtNG Installation Design Pressure Wood Studs -76 psf Impart Resistant — Planks installed over 518" thick / 5 Ply APA rated plywood sheathing lY9Kurtrwww�prvk�,v.4�-,r^�..,.+z.�..L--_—_—��_—__ _. ■ Ail installation shall be done in conformance with this Notice of Acceptance, the manufacturer s installation recommendations, and the applicable sections of the Florida Building Code. ■ Wood studs where HardiePanel, Cempenel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. • (Note 11618" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3 • The siding panels shall be installed over 5/8' thick / 5 ply APA rated plywood sheathing supports by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. • [Note 21 The siding panel fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. • Fasteners shall have a minimum edge distance of 3/8" end a minimum clearance of 2" from comers. Creator. E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 A I I PNL-PLKSOFF 1pl" = 1'.0" I Date:4/24/2ol3 isnsr 1 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 i Fastener Spacing per Florida Building Code Section 2322.3 • MODUC REYMM dsC0wV ftrim6Vtlaiar . Proarcrcermot �� I•I`V�'� STD. • I•I �o-c�ss�ONF 1 / Cladding Framing i Sheathing M 15 EMA�li' A • NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-112" 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) + THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE A11RA�J.ING • NOMINAL 5l8" THICK 5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLA71ON DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 P-LAp41NG James Hardie Building Products, Inc. • THE PANEL IS FASTENED WITH Y LONG, 0.223" HEAD 10901 Elm Avenue DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909-356-6300 size FSCM ND DM No RE Fax 909-027-0634 A PNL-PLK.SOFF Creator. E. Gonzales scuE 1" = 1 0" Date: 4/24/2013 SHEET 2 OF 12 I WALL IZE,TAUJ,_9 WALL LENGTH — Stud Spacing at 15' O.C. STATE Nails at 6" O.C. (typ.) 3/8"Minimum Edge Distance SEE DETAIL A .` 5/8" thick / 5 ply APA rated to woodmetal sheathingescribed to metal studs as described In Note 1 p$OALCTJDF�4CRIEVAN HardiePanel®, Cempanel®, &Prevails Panel Siding materials are nonasbestc fiber -cement products tested in accordance with ASTM C1186 Grade Type A and meeting the requirements the Florida Building Code. PANEL plEly$tONS wrier resisfive Width Length Thickness barrier per Florida 4' 8,9,10' 5/16" * Building Code I Section14042 pk�AGJ1P$E,�SLtIgE_Et9T1)LG. r Installation Design Pressure 111 toga, 3.5/8" X 1.51a" s -104 psf tal Studs Metal S Metal C-Stud HardiePanel, Impact Resistant— Panel installed over 5/8" thick / 5 ply SEQOpN�6 Cempanel, APA rated plywood sheathing Prevail Panel Siding Alf installation shall be done in conformance with this Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePenel, Cempanel, Prevail Panel Siding will be installed shall be Sheathing fastener, as designed by an Engineer or Architect per the Florida Building Code and the requirements of tht described in Note 1 N.O.A. [Note 11 5/8 thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all Intermediate supports using a No.8-18, 0.315" head diameter x 1-114" to Panel fastener, as described in bugle head screw Note 2 ■ The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 35/8" X 1-5/8" Metal C-studs spaced a ma>amum of 1 Q.C. • [Note 21 The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-59 .-- HardiePenel®Siding long ribbed bugle head screw (' or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing Into metal Water -resistive barrier per — Florida Building Code Section studs located at 16" O.C. . Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from 14D4.2 corners. 518" thick / 5 ply, APA rated plywood sheathing fastened to metal studs as described in Note 1. 209a, MIS" X 1-&8" Metal Cstud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCPION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA92337 'hone: 909 356�300 SIZE FSCM No DWG No Ri Fax 909-427-0634 A PNL-PLK SOFF Creator E. Gonzales SCALE 1/2" = 1'-0" Date: 4/24/2013 SHEET 3 OF 12 I .I I I•II I I 6.0�0in. E NOMINAL WITHGAUGE5160 WAFER IHEAD SCREWS (2 PER OP AND BOTTOM CONNECTION) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE S I(_MMRNG_ ■ NOMINAL 50 THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT V' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315' HEAD DIAMETER X 1-1W LONG BUGLE HEAD SCREW ■ THE PANEL IS FASTENED WITH NO.B 18, 0.315' HEAD DIAMETER X 1-6/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS V' O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding I Framing I' I I I I li I • i Sheathing 6.O1Oin. I I I I I•I I I II II I I I,I LI • I I I I I rr//N/i/iiiii�i I I I I ,,$0 1 EGA •. ��-_ 121 I I I I � '= * • I ' •O STATE OF S/ONAL 6f 0 FOR METAL ND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GLOAD ARE NOT PART OF TH S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA9=7 ?hone:uuus=o-wuuii -A I I PNL-P-KSOFF Fax 909.427-0634 4 OF 12 Creator. I-GonzalesSCALE 1" =1'-0" Date:4J242013 snEer WALL LENGT SEE DETAIL A I �' r uy J._ _ _ ........._.L .__._.lJ..._.._,.- li---•-------= ___ _ -- - B <---' —►� — —'., SS10 N ALA r 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) QUAIA Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code_ B_B _�_ �RO_D_UC�D �RIPrlolu HardiePlank®, Cemplank®, &. prevail® Plank lap Siding materials 513" Nick / 5 ply APA are nonasbestos fiber -cement products tested in accordance rated plywood ASTM C1186 Grade II, Type and sheathing in the requirements of the accordance with Florida Building Code. Florida Building Code Section 2322.3 DAL DIMENSIONS Water -resistive Width Length Thickness barrier per Florida 59-112" 12' S116" Building Code Section 14042 gE$IGI LP_l2FrSS�1_R)sB9ZlN© 2"X4"S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant — planks installed over 5/8" thick 15 ply 1-114" tall X 5N6" APA rated plywood sheathing Nick starter ship ki9L+DaE�LA.dK�CPJ-ENk� PNtyJlu,•�av�,r.,�•,�s • Al installation shall be done In conformance with this Notice of Acceptance, the manufacturer s installation recommendations, and the applicable sections of the Florida Building Code. • Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by ar Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. • [Note 11618" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. • cing from the bottom course of the Planks shall be applied horizontally commenWalt with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is:5 8-`IN' verticalty. • [Note 21 The siding fastener shall be a 2-1/Z" long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened S 8.1/4" O.C. vertically and 16' eD..CC. ho>�enely; fasteners are driven into wood studs through 5/8" thick / 5 ply APA rated plywood g, are placed in the overlapping area approximately 314" from the bottom edge of the overlapping plank. ■ Vertical joints shall be placed over studs. • The planks shall be installed over 5/8" thidc 15 ply APA rated plywood sheathing supported by a minimum of Z%4" S-P-F wood studs spaced a maximum of 18" O.C. • Fasteners shall have a minimum edge distance of 3/81. Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 PNL-PLKSOFF 1/2" =1,_0„ I Date: 4/24/2013 5OF12 Fastener Spacing per Florida Building Code Section 2322.3 • —- FasienerSpacing per Florida Building Code Section 2322.3 0.75n T.258odRM204 'DOM — ,�p�171NG ■ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEAT-8NG • NOMINAL S/S" THICK 15 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2$22.3 • PLANKS OVERLAP 1-1/4' • THE EXPOSURE IS s8-1/4" • THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, O.W' SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACED 3/4' UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOD in. Cladding Framing Sheathing FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND 1, AIMLOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 SIZE. FSOM NO OM NO A PNL-PLK-SOFF Creator. E, Gonzales ISOALE 1" =1'-0" I Date: 4/24/2013 ISHUT 6 OF 12 Stud Spacing at 16" O.C. WALL LENG ! i ii ii 1 I : j li a� aae�plymg�viohlfleF7oridt �� tta»• �� �/ NALL ' tt_ EIGHT ! ' r ��I F ' LI a I� t� y n t9 Bf--+ � I~ �_siS//)Went •4i�Cn4f� lA 314" Minimum Edge Distance Nails at 16" O.C. (typ.)-����""^i iYU r 111"ART SEE PkODUCTJZFSCRIPTIOIV EIAILA HardiePlanklS, Cemplank®, and 51a- thick / 5 py APA Prevail® Plank Lap Siding material, /w rated plod are nonasbestos fiber -cement sheath ng fastened products tested In accordance with to metal studs as to metal ASTM C1186 Grade II, Type A and meeting the requirements of the in Note 1 Florida Building Code. Water4esishve barrier per Florida PLgNK DIM_ENSLOW$ Building Code Width Length Thickness Section 14042 5 9.1/2" 12' 5116, 209a, 3.5/8" X 1.618" OF S_ ON PR��SJ1RE RAiTNG Metal Gatud Installation Design Pressure HarrgePlank, Metal Studs -92 psf Cemplank, Prevail Lap Siding Impact Resistant — 1.1/4" tall X sits° Planks installed over 5/8" thick / 51 tNck starter strip APA rated plywood sheathing !II,.B f{gRDIEPLAiJK,,-C_E�I f(PL,A1`lKyFRE�!AI_L,,-LqP S�DLGJNS'LAL_LA_T_IORDE�gIJ.$ + All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installatior Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 ■ Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA + [Note 1] 5/8" thlc k 16 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-16, 0.315" head diameter x 1-1W long bugle head scree Siding fastener, as described in Note 2 �I " Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide laps the top of the plank such that the exposure area of each plank is 5 8-1/4" vertically. + [Note 2a The siding fastener shall be a minimum No. 8.18, 0,315" head diameter X 2-1/4' long* bugle hey screw over metal studs (•or screw shall have at least 3 full threads penetrating metal framing); The siding ' HardlePlank, fastened 5 8-1/4" O.C. vertically and 16" O.C. horizontaly; fasteners are driven into metal studs through & Cemplank, thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' Prevail Lap Siding from the bottom edge of the overlapping plank. / + Vertical joints shall be placed over studs. % Water -resistive + The planks shall be installed over SO thick / 5 ply APA rated plywood sheathing supported by a minimum barrier per Florida 20ga, Nominal 3.5/8 X 1-50 Metal C-studs spaced a maximum of 16" O.C. + Fasteners shall have a minimum edge distance of 3/8'. Building Code --' Section 1404.2 " HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING 5/6'thick / 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to James Hardie Building Products, Ina metal studs as described in Avenue 10901 Elm Avenue Note 1 � Fontana, CA 92337 20ga, 3-"" X 1-58" Metal C stud Phone: 909-356-6300 SIZE ^^ NO DM No R1 The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK SOFF by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator- E. Gonzales scare 1/2"= T-V Date: 4/24/2013 sear 7 of 12 0.751n 6.00in. �4- 1.--16in. OC--►4 / Cladding as complying wi16 the F7Qi0a Aftwftft No BYrr« 58.251n. &MWQ ■ NOMINAL20 GAUGE 3518" X 1.5/8" STEEL STUDS 16" O.C. FASTENED WITH 618" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AJIFA"G • NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A N0.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW g1ADDING. • PLANKS OVERLAP 1-1/4" • THE EXPOSURE IS 5 8-1/4" ■ THE PLANKS ARE FASTENED WITH NO.8-18, 0,315" HEAD DIAMETER X 2-1/4" LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3X' UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH RTi in i nnAmrim t 6.o0OC i•I Framing Sheathing ry 11>9121 o'- I TA7E OF ,Fs 01)A1.N'Al�. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Fax 909-427-0634 A I I PNL-PLKSOFF Creator: E- Gonzales WAM V -1'-0" Date:4/2412013 SHEET s OF 12 WALL M-61l,A Stud Spacing at 16" O.C. J Nails " c. (typ.) 318" Minimum Edge Distance SEE DETAIL A 9LEC1LQN-0-B E&0PIL &LQ 9S9B."—LO—M HardieSoffit® & Cemsoffi* materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type, and meeting the requirements of the Florida Building Code. SOFF�f D�IIEN,SJ4NS X 4" S P F Width Length Thickness ood Studs 4 8' 11 iDERSIABLEVISSUBAB&TA110 ardiesoffit, Installation Design Pressure emsoffit Wood Studs -70 psf PROD=REVISED WWM*BuRdili*0ode whemaFlotids ,+emiptitimmNol.-0311.4 Pnodua Cenanl No. M 21 -v '• STATE OF %Sos/ONAI.F Soffit fastener, as ■ ~Ail installation shall be done in conformance with this Notice of Acceptance, the manufacturer's described in Note 1 installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. — HardieSoffit, Cemsoffit m The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of W, O.C. [Note 11] The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at W, D.C. ■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION Minimum 2" X 4" S-P-F Wood Studs James Hardie Building Products, Inc, The wall and soffit frames are to be 4 Fontana, Elm Avenue designed by the Architect or Fontana, CA 92337 Engineer of Record in compliance Phone: 909-356.6300 size MM NO D' No with the Florida Building Code. Fax 909-427-0634 A PNL-PLKSOFF Creator. E. Gonzales ISCALF wr - v-o" I Date: 4r24=13 I SHEET 9 OF 12 4.00in.1 / PRODUCI7REV15FD as ccUw1yiqxwi & be f 1wi9a • tww"CaOe • weoeple�rh1o' 0�3! +07 17 EM BY • . • Mfaa'thMe➢eotic�C9afd . . . . . . . -. . . NOMINAL 2" X 4" S-P-F WOOD STUDS 16' O.C. FASTENED WITH 3-11T 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE -QL_AP-DJNG THE SOFFIT IS FASTENED WITH 2' LONG,1=' HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing IBM STATE OF FLORIO " 'JONM-E n FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) 0 4j\ HARDIESOFFIT, CEMSOFFIT PANEL (OQ�//�1��//� INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA9=7 ?hone:909356W SIZE FEW NO oAGNo R Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE 1"= T-o" Date: 4124(2013 15HEET 10 OF 12 WALL 1 ALL LENG Stud Spacing at 16" O.C. Nails at 6" O.C. (typ.) 3/8" Minimum Edge Distance SEE t k0ALIPT-P RJjnLQN DETAILA HardieSoffitO&Cemsoffit®malterials - are nonasbestos fiber -cement products" -- T— tested in accordance with ASTM C118E ( 1 Grade 11,1ype A and meeting the 1 requirements of the Florida Building Code. 209a, 3-8/8" X 1S/8" SOEEQ DjW-N P110NS Width Length Thickness Metal C SWd 4 8 /. HardieSoffit, Cemsoffit pj ALGNj$ESSU&ERA_TKQ Installation Design Pressure Metal Studs •65A8f _ _ E~C�ON B ?RODUCr8Evil" J�� S� ., as�Y+eBwiWtheFloeida aaao�cadc No. 1 AasptM5WNo (3•C3r(.�i 21 A71E OF tl4odaelControi <" � _ONIDp�j_ 13&WtESOF-F�OEKS_QFER-PANE4lL�LS-TA.L. AD.PXQ I'A11.� -��NAL EN r� rrrrrcture All Installation shall be done in conformance with this Notice of Aeceptant�k!91t�t°il�aifufar installation recommendations, and the applicable sections of the Florida Building Code. fastener, as a Metal studs where HardieSofSt, Cemsoffit will be installed shall be designed by an Engineer o Nbed in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A. • The soffit shall be installed over minimum 209a, Nominal M/8" X 1.58" Metal C-studs space HardieSoffd Cemsoffit a maximum of 16" O.C. [Note 13 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1.1/4" long ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6" O.C. at panel edges and Intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. ■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 7' from comers. HARDIESOFFIT, CEMSOFFIT PANEL AD INSTALLATION DETAILS METAL STUD CONSTRUCTION I C.stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Fax 909427-0834 1 A PNL-PLKSOFF Creator, E. Gonzales SCALE 12" =1'-0" Date: 4/24/2013 sHSEr 11 OF 12 6.00in. 16.00in, Cladding Framing T 6.00in. • PRODtR."t raompl7+el3�'�'d' AWA %•- °°°° /3 03Il.oy ' °FFSS1010 4 t • NOMINAL 20 GAUGE 3-5/8" X 1.5/8" STEEL STUDS 16" O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND G AND BOTTOM CONNECTION) RAVITY LOAD ARE FASTENED WITH WAFER HEAD SCREWS (2 PER TOP NOT PART OF THIS APPROVAL (MUST PROVIDEALTERNATE PROVISIONS FOR THESE LOADS) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CAD)NG HARDIESOFFIT, CEMSOFFLT PANEL THE SOFFIT IS FASTENED WITH NO.8•18,0.316" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, InaEAFULL THRDS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6"O.C. AT PANEL EDGES AND INTERMEDIATENo Fontana, CA 92337 STUDS jA7 M NO om NO R Phone: 909 35G6300 pNL_p$OFF Fax 909.427-0634 Creator. E. Gonzales V-0" Date:4/2412013 SHEET 12 OF 12 H. John srffin 11 PE #38647 5398 SW 61 Ave. Davie, H. 33314 561-722-3890 Date :11-24,14 Job Address: 12371 Lear Place Port St. Lucie, Fl. W87 To St. Lucie County Building Department, This letter is to address (2) items for a renovation at the above referenced address . 1. Were 5/8" cdx ply has to be replaced prior to hardi-board being applied use 8d ring shank 4" o/c field and 6" o/c edge typ. 2. Were new door is being installed applied design pressures are +37.8 psf, -41.0 psf. . Please allow this letter for these 2 items, thank you. FBC 2010, 160 MPH 3-sec gust wind speed Exposure C D. JoM 6rDfin D PE #38647 ( ' 'NOV,26.2014 NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: NI009861-112 Page 1 04/14/2009 09/07/2012 Structural Jeld-Wen J-104-3 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Line: Jeld-Wen Gladiator/Finishield Glazed Wood -Edge Steel Double Doors with Glazed Fixed Side-Lites Test Report: NCTL-210-3558-1 & NCTL-210-3558-IA Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of wood with all corners coped and butted. The head/jamb corners were fastened with three (4) 16 ga 7/16" crown x 2" long staples per corner. The threshold was attached to the side jambs with three (3) 16 ga 1/4" crown x 2" long wire staples at each end. 1.2 Door Panel/Sidelite Construction: Each door panel was constructed from two (2) face sheets of 25 gauge (0.018" minimum) galvanized steel and an internal expanded polystyrene foam core. 1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two (2) 1/8" sheets of clear tempered glass. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Elighway/Hayes, VA 23072 Tel : (804) 684-5124/Fax : (804) 684-5122 Section 2: Registered Suppliers 2.1 Door Lites: 2.2 Astragal: 2.3 Sills Certification No.: N1009861-112 Page 2 ODL Global Endura, AFCO 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 NOTICE OF PRODUCT CERTIFICATION Company: Product: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: Certification Date: Expiration Date: Revision Date: Series "Gladiator/Finishield Glazed Wood Edge Steel Doors w/ or w/o Side-Lites (w/Wood Frame unless noted) Specifications Tested To: TAS 202-94/ASTM E283-04/E330-02/F.331-00 NI009861-112 Pg 3 04/14/2009 10/3112016 09107/2012 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMPs Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). In -swing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Out -swing Opaque Size Pos[Neg Rated Comments X I/S or Glazed 3'2" x 6'10" +45/45 No NCLL-210-3558-1rz10-3558-IA Max Panel Size: 3'0" x 6'T'Daylight Opening: 17' x 5'3" Single O/S w/o Surface Bolts Installation Details: 1W122008(I-14)!1WI92008(1-I4 X I/S or Glazed 3'2" x 6'10" +55/-55 No NCTL-210-3558.1/210-3558-1A Max Panel Size: 3-0" x 67"Daylight Opening: IT" x 5'3" Single OiS w/Surface Bolts Installation Details: 1 W 1220080-14)/J W 1920080-14) OX/XO I/S or Glazed 6'3" x 6'10" +45145 No NCTL210-3558-IGI0-J558-Iw Max Panel Size: 3'0" x 67"Daylight Opening: 1'9" x 5'3" Single w/Sidelite O/S w/o Surface Bolts installation Details: JW122008I-J4 JWI92009(l-14) OX/XO 1/S or Glazed 6'3" x 6'10" +55/-55 No NCTL 210-3558-IY210-3558-IA Max Panel Sire: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" Single w/Sidelite O/S w/SurfacesolL% Installation Details: JW12200gI-I4)/JWl92008(I-14) XX I/S or Glazed 6'2" x 6'10" +45; 45 No NCI'L-210.3558-11210-35584A hlax Panel Sire: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" Double O/S w/o Surface Bolts Instillation Details: 1W 122008(1-14).UW 192008(1-14) XX I/S or Glazed 6'2" x 6' 10" +55/-55 No NCT1: z10-3558-1210-3558-IA Max Panel Sin: 3'0" x 6'7'Dayligbt Opening: 1'9" x 51" Double O/S w/Surface Bolts Installation Details: 1W1220080-14 )WI920080-14) National Accreditation & Management Institute, Ine./4794 George. Washington Memorial Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 123072 NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Certification No.: Certification Date: Expiration Date: Revision Date: Product: Series "Gladiator/Finishield Glazed Wood Edge Steel Doors w/ or w/o Side-Lites (w/Wood Frame unless noted) Specifications Tested To: TAS 202-94/ASTM E283-04/E330-02/E331-00 NI009861-112 Pg 4 04/14/2009 10/31/2016 09/07/2012 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). In -swing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure impact Drawing Number & Out -swing Opaque Size Pos/Neg Rated Comments OXX/XXO I/S or Glazed 9'3" x 6' 10" +45/45 No NCTL-210-3558-1210-3558-IA Max Panel Size: 3'0" x 61"Daylight Opening: 17' x 5'S' Double w/Sidelite O/S xv/o Surface Bolts Installation Details: JW122008(1-I4VJW1920081-14 OXX/XXO I/S or Glazed 9'3" x 6' 10" +55/-55 No NCTIr210-355s-1/210-3558-IA hlax Panel Sim: 3'0" x 67"Daylight Opening: 1'9" x 5'3" Double w/Sidelite O/S w/Surface Bolts Installation Details: JW122008 1-14/1W'I920081-14 NCTL-210-3558-1210-3558-IA Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 5T' OXO I/S or Glazed 9'4" x 6' 10" +45/45 No Single w/Sidelites O/S w/o Surface Bolts Installation Details: JW122008(1-14VJW192008(1-14 OXO 1/S or Glazed 9'4" x 6' 10" +55/-55 No NCTL-210-3558-1210-3558-1A Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" Singlew/Sidelites 0/S w/SurfaceBolts Installation Details: 1 W 122008(t-14)/W 192008(1.14 OXXO I/S or Glazed 12'5" x 6' 10" +45145 No NC3'0" x 6'7"D ylight12 Opening: Max Panel Sire: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" Double w/Sidelites O/S w/o Surface Bolts Installation Details: 1W1220080-14V3W I92008 1-14) OXXO US or Glazed 12'5" x 6' 10" +55/-55 No NCTI: 210.3558-1/210-3558-IA Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" Double wiSidelites OiS w/Surface Bolts Installation Derails: JW122008(I-I4)1JWI92008I-l4) National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: JELDVEND GLADIATORIFINISHIELD GLAZED WOOD EDGE 12-0xS OUTSWING STEEL DOOR SYSTEM 1. THE PRODUCT SHOWNHEREINIS DESIGNED TO COMPLYWITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVRZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH TAB 202-94 AND ASTM E331400 AND ASTM E330-02. 2. ZX AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I. PAGE 1. S. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED FOR DOORS AND SIDELRES. 6. FULL UTE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING OVALS, SUNBURST AND ROUND -TOPS. ALSO INCLUDED ARE INTERNAL AND EXTERNAL GRIT). BLINDS �C� BETWEEN GLASS, EXTERNAL WROUGHT IRON AND DECO. 7. SCALE BASED ON 1IX17 SHEET SIZE. B. ALL I 8 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. THE GORE AND CORE DESIGN: THE CORE CONSISTS OF 1-1.25 FOUND DENSITY EXPANED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TAYO SHEETS OF 25GA (.018'MINIMUM) DAL VANZED STEEL. THE FACE SHEETS ARE BENT 9W OVER THE 1.688' XI.-0• LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS 38,400 psLTHE 1.686'X1-203' BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018' MINIMUM) STEEL. THE WOOD LOCK BLOCK IS 1.688- X 3 1)8' X 12'. FRAME CONSTRUCTION: THE FRAME JAMBS 8 HEAD ARE CONSTRUCTED OF WOOD. THE SILL M COMPRISED OF A NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM CLADDING. CORNERS ARE COPED, BUTTED, 8 SEALED USING SILICONE. THE HEAD AND SIDE JAMES ARE FASTENED USING FOUR 16 GA. 7116- X 2' STAPLES PER CORNER. THE SILL AND SIDE JAMBS ARE FASTENED USING THREE 16 GA. 7116- X Z' STAPLES PER CORNER. THE VERTICAL SOLID MULUON IS FASTENED THROUGH THE HEAD 8 SILL USING THREE AeX2-1/Y SCREWS PER END. A IT HOLE IS DRILLED AT THE CENTER OF THE FRAME HEA[ AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED USING TWO p6 X 1 10 SCREWS TO RECEIVE THE TOP AND BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO THE FRAME USING FOUR 16 GA, 7/16• X 2' LONG STAPLES PER STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY 8 THE FIXED PANELS / FRAME JOINERY ARE SEALED AT THE EXTERIOR USING 1199 SILICONE. MATERIAL PROTECTION ALL LATCH(LGCK AND HINGE HARDWARE TO BE OF CORROSION RESISTANT M OR CORROSION RESISTANT COATED ANCHORING COMPONENTS MUST A4 CORROSION RESISTANT STANDARD IDENTIFIED IN THE FBC. LIE NOTES: 1-ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS 8 DOUBLE BACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP 5OR LESS. 4- MASONRY AND CONCRETE INSTAL- LATION DETAILS. 5- POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIDELRE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1%BUCK OPTION IN MASONRYICONCRETE, SEE DETAILS A7ERIAL - 37 ilb' MAX. 371/4' MAX 74• MAX. FRAME WIDTH SHEET 8 FOR 6 - FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 6 FOR DETAILS. DESIGN PRESSURE RATING *WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE OVERHANG IS NOT USED 9 WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED tNEGATIVE WITHOUT SURFACE BOLTS WITH SURFACE BOLTS WITHOUT SURFACE BOLTS WITHOUT SURFACE BOLTS WITH SURFACE BOLTS -145 +55 130 POSITIVE +45 455 NEGATIVE TABLE 1 ASTRAGAL NOTE4 OTE4 SURFACE BOLT JAMB MULL POST MULLPOST SEE NOTE SEE DETAIL SHEETS QUAD UNIT(OXXO1 SCALE: (O=MNG NON -IMPACT) NOTE UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERRANG(OH) RATIO - ON LENGT WOH HEIGHT IS EQUAL TO, OR GREATER THAN. I Digit alty,J In dM Herme4F NorZ"E RG/pf'«Sf1a[e:2012.09.2117Z3:55'MTo.. O m I—wU11ctK—y �• P p 'L wtE: BH2108.. sum AS NOTE 7', HERMES F.NOHERO F'., tl 398 E DANIA BEACH BLYD. * / - * = FLORIDA P.E.NO. T3P8 mw.ur. WBE pyve,.; S. FR - n ; 6towp' N _ ox O P:• e4: SUffE 338 wn.cw: .?C �u'• BEpCM, FL 33004 • G�2 � DANIA mph' I <i�sS/pVAL QN``♦ FBPE CERT.OF AUTH. N0. 295T8 J4Y122008 _ . GedificaiionNo.: 4 �)-�2 � pI'•oz.. Reviewed By. Date Rew 4p _ 112' MAX OVERALL FRAME WIDTH 37 IM' MAX. 37 114' MAX. 37 IrT MM.FRAME WIDTH -- FRAME WIDTH FRAME WIDTH 35 We MA)(. t—PANELWIDTH—II 35 3W' MAX. PANEL WIDTH DETAILA 1 1/8' + 21 VB' 21 118'42W MAX. AX1AXD.L.O. O�IDTH WIDTDIX m NOTE Ib � /( LFIXED FIXED pTEq OTE4 / MULLPOSTSHOWN SURFACEBOLT C DBL-BACK JAMS MULL SEE NOTE POST OPTIONAL TRITRI UNITi%L_(_1OOX OR (XOO1fX00) SCALE: 1/2'=t'-0' SEE / 111 1/4' MAX. OVERALL FRAIJE WIDTH _ 37 1t4' MAX. 74' MAX FRAME WIDTH 6318'WRHR E �35y4'MAX. 353A MA%. �-�--y PANEL WIDTHI III ASTRAGAL—�PANELWIDTH MULL POST SHOWN JAMB MULL POST 21118'P 21 L8• ' `-2110 MAX. MAY/, A%. D.LO, D'L.0. D. O. WIDTH )MOTH WID e O y FIXED 11!41AA. VVtIWLL 1IW vYIUin 371/4'MAX. 37I2 MAX. 37114-MAX. FRAME WIDTH FRAMEWIDTH FRAMEWIDTH 35 314' MAX. 35 W1 MAX. IETAILA PANELWIDTH PANEL WIDTH SHEET6 NOTE6 OTE6 21 118• 2t V8' 1 1fa• MAX. MAX D.L.O. _X. O. O. D.L.O. L WIDTH WID WIDTH Q i O w s J O % 4z NOT a INK � a NOTE2 N72 y m NOTE! / b FIXED ACTIVE FIXED SEE DETAIL B_ +�pNOT % (-�NOTE4 SHEET 6 SURFACE BOLT MULL POST SHOWN - TRI UNIT (OXO) SEE NOTE DBL-BACK JAMB MULL SCALE: 112'-V POST OPTIONAL DETAIL A T6 m n p m Ir J O m F NN Z C) ¢ m Z W LL m YSm UJ O Z J w � CJYD=- E � 6 E4 n rE5 . W Z ASTRAGAL NOTE4 ywr O ZOw Q JRFACE BOLT BEE DETAIL BEE NOTE do — SHEETS 003 m w TRILE: ( OR I%%01 s� p w ' Q SCALE 1I? =1' =T-0' Rio o r NOTES: 1 ALL VIEWS FROM EXTERIOR. 2- MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE - (SEE OPTIONAL CROSS SECTIONS) 3-SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP45 OR LESS. 4- MASONRY AND CONCRETE INSTALLATION DETAILS. 5- POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, m d w a z 0 U w z LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME o "w REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 8 FOR DETAILS. C 6-FORVERTI UNN0111Q INIXBUCKOPTIONIN MASON SHEET 6 FOR DETAILS. @ i S i • / : O ?,k 7 ' "'.A. _ ��OT ••.- i T:'?��� �� (� •^ " O� 176,rS10NAl. Ea O� HERMES F, NORERO FLORIDA DA .E )6 NO. TJT 398E. DAM BEACH BLV0. SUDE338 DANIA BEACH. FL 33004 FSPE CERT. OF AM. NO.2957E scu<: AS NOTED ewc er: WRO cwa., S. FREY wn++scuo- JW1220UB Celftation k: mi [P t 9 1.01 / aZ Reviewed By. Date Revi .2, : 74' MAX, OVERALL FRAME WIDTH 72114' MAX. PANEL MOTH — 74 3N- MAX, OVERALL FRAME WIDTH SEE DETAILA _ 3711Y MAX _ -- 35314-PANELWIDTH [ 35314'MAX._ 36314'MAX. SHEETS FRAME WIDTH BEE OETAILA PANLWIDTH PANELWIDTH SEE DETALA 35 We MAX SHEETS PANEL`MOTH SHEETS 3631V WITH OTE6 OTE ASTRAGAL OTE 6 — OTE 6 21 V8' 2110 d 21 1(e' ri MAX. MAY 21 21 V8' 118 0 MOTH )alorH o = u o1.0. 110 xDTH WID O F '¢ xWIDT� 3 S O e Sq w �l O O Z O17 O 7 W Asp N E4 f NO E4 n 15 p �4 ® m 5 OTE4 \ NOTE4 m NOTE2 n NOTE Z m ii NOTE 5 �- m / OTE 5 NOTE 5 n / of LJ v I OTES FIXED ACTIVE INACTIVE ACTIVE ACTIVE OMOT vnrc� NOTE4 -- J V SEE DETAIL S SURFACE BOLT SHEET SEE NOTE 3 DUAL UNIT (XX) SCALE: 1/2" =1'_O" SURFACE BOLT SEEDETAILB SURFACEBOLT SEENOTE3 SHEETS SEE NOTE SEE DETAIL B DUAL UNR (OX) OR (XO) SHEET aNCIF UNIT -I SCALE: 1/2' =I'-0' SCALE: 1/2 =1 -0 NOTES: 1- ALL VIEWS FROM EXTERIOR. 2-MULL POSTS& DOUBLE BACK JAMBS ARE INTERCHANGEABLE. pIDII (SEE OPTIONAL CROSS SECTIONS) `�l 3- SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING J��tAES s DP45 OR LESS. 4- MASONRY AND CONCRETE INSTALLATION DETAILS. 5- POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL - IN MASONRY/CONCRETE. S RO •, CROSS SECTION IN IX BUCK OPTION '� AOF SEE SHEET 8 FOR DETAILS. 11, •..,,, 6-FOR VERTICALANCHOR IN IX BUCK OPTION IN ��SSJON ���ryign MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. 0 N n Ci O1 J 01 H N N J Z O C m 2e U w m w Y 2 m 33aa J m f± _ HERMESF.NORENO ..on ADD FLORIDA P.E. NO.73778 ;a S FRE, to z 398 E. DANIA BEACH BLVD. W. iPf\24i` ' SUITE 33B wunxww.. G DANIA BEACH, FL 33004 JMI122DDS FBPE CERT. OF AUTH. NO.2957E 14 ar�r3 a C.&tdlCatK10 NO.:�oolsica I -Z.L 48(0l -a [ If. dZBy9 2 5 TT MAX. D.L.0 F�1 oJp 7 NOT 4 SEE SHE SEE SHi 1OF MAX. OVERALL WID in 15 V%'MAX. SEE DETAILA FRAME WIDTH 36 IV SHEETS _ WIASTRAGAL �I 14'MAX. PANEL WIDTH )OTE6 NOTE 6�'III II�� / 211/$' GLO. N'1118 MAC` D.L.O. / O NOTE 0O w �w w zQ An 6 NOTE4 E O / d INACTIVE AGTNE FI%ED Fl 0 NOiE 4 1 [vp] SEE NOTE3 QUAD UNIT(OX%O) OTE 4 ASTRAGAL SEE DETAILS SCALE 1/2T-0� SHEET 0o uc 37 1 MAX FRAME WIDTH NO E6 35 MAX. 353 MAX. 51'4' _ PANELWIDTH FRAME RAMS WIDTH 4AIL D.LO — OTE 6 �---{ I 14'MA%. I PANEL WIDTH DETAIL A ET6 1 I f �1 i/8' I_ MAX \D.L.O. E D � z Q NOTE LL 6 NOTE ` n NOTE4 O NOT c NOTE 5 / D FI ACTIVE FI%ED :DETAILS :,A — NOTE4 NOTESURFACE BOLT SEENOTE3 151/ MAX. FRAME WIDTI 14'VAX. PANELWIDTI 5 314' MAX. D.L.0 151)2'I FRAME% 14' MAX. PANEL V 5 3/4' MAX SEE DETAIL A p NU NOTE SEE DETAIL B—IC SHEET 6 p Ilq� UNIT (0%1 OR (XOl SCALE: 1/2 =1•-0' V I2 MAIL OVERALL MOT% — 74 MAX. FRAME WIDTH 36=9 H 351 ASTRAGAL PANE 6 SEE DETAIL A-T SHEET6 1 21 MAX X118" INACTIVE OVERALL WIDTH - 3T10 MAX. FRAME WIDTH 353/4' MA)(. SHEET 6 r p w _ s g m q — OES� m LACTNE `SURFACE BOLT SEE NOTE 3 SEE DETAIL B SEE DETAIL B SHEET SHEET6 11;1Ol:ItfY�� 27 iz MAX RAME WIDTI O O J Q: TIIII m 0 -may Z 0 C? Z W LL m W y SrO, a i -W, cTZLL SURFACE BOLT SEE NOTE3 SINGLE VENT UNIT (Xl SCALE: 1/2' =1•-0" 2 NOTES: i-ALL VIEWS FROM EXTERIOR .,- �211'B' 2- MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. z w MAh�. D.L.O. \ (SEE OPTIONAL CROSS SECTIONS) REQUIRING n o " u w 3- SURFACE BOLT NOT REQUIRED FOR APPLICATIONS DP-0S OR LESS. w .10m LL U w� GTE 4 z w 4. MASONRY AND CONCRETE INSTALLATION DETAILS. �q 5- POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, O LL LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME w a. REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL a O E CROSS SECTION IN 1%BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET B F ETAILS 6-FOR VER A �(149 Ni%BUCK OPTION IN /WS / MASO Y R145ET 6 FOR DETAILS. m < z O E 5 (• i' W �(:PO .. w1e 11112105 uwvc. AS NOTED _r • 7 wrG nr. WBD "': * BERM ES F. NORERO FLORIDA PIE NO. 73M S. FREY - ¢1 •. w 398 E. DAWA BEACH BLVD. wwucxn: M122008 NDTE 4 : O� ., C P:' _� SUITE NO �' t� "•^• " G� DANIA BEACH. FL 338D4 SURFACE T �XcsS(ONAE�%x51, FSPE CERT. OF AUTH. NO.295M ,I 14 fEb NOTE3 vAFrd c. Ces6tiationNo.: at,r- :z s�f.ol� .oz Reviewed By: Oate Review 1' MIN i• P MIN MIN. 28 ]YSHOETEET111 OTE 1 -e ET6 A n z I� SHEET 12 1.00- O.A. INSULATED SEE DETALI SHEET 7 ;i r ro E MIN 1-MIN VERTICAL CROSS SECTIOD ACTIVE DOOR TYP. WOOD FRAME INSi'ALLATI1 SCALE:3'=I'-D' SEE DETAIL SHEET 12 1.00' O.A. INSULATED o i TEMPERED GLA D � o rc s w Z SEE DETAIL A - m d SHEET 7 a 2t (9 Z i Cim ---I i w MIN 1' MIN VERTICAL CROSS SECTION, /y1 SIDE UTE TIP. 5J WOODFRAMEINSTALLATION SCALE 3' 1' "MIN MIN. F� F'HOTE 1 EETfi E t < SEE DETA A SHEET 121 m t d5 NES SI q8 #8 X 3l 47 11,4'1 6 NOTE 1 5 �fw—I 28 HEETI MIN I- MIN VERTICAL CROSS SECTION, SURFACE BOLTS TYP. eO WOOD FRAME INSTALLATION SCALE:3'=V-D' FD m > J Er W� F- ,n N 0 Er J Z Q Z W LL m W Y 2 m 6 .Wj�YO= c� STEEL ry O-A•.+4 P;'\2W`` p'`•'•••...../• O �4 S`ONI j11?p��` HERMES F. NORERO FLORIDA P.E. NO. 737HI 398 E DAMIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33804 FSPE CERT. OF AUTN. NO.29578 WBD cnc ac S. FREY cwnawero_ AV122008 5 0• iq CufflaWnNo.: to ioc4'9 - i2 z LQ2lcP1(il. 41/.?L Reviewed By. _ Date Revia : olLal,L — I'MIN SEE DETAIL SHEET 12 1.00- O.A. INSULATED TEMPERED GLJ SEE DETAIL A SHEET? 1. WIN MIN 11 MIN, SEE DETAIL A SHEET 12 1.00, OA INSULATED TEMPERED GU SEE DETAIL A SHEET O 0 3 z MIN i. MIN MIN. �CTION, ACTIVE DOOR TYR 8 ERTICAI, CROSS SECTION� , SIDE LITE P, & MASONRY CONCRETE INSTALLATION CRETE INSTALLATION SCALE: 3'=I'-T DISTANCE V 1491 E�E MTANCE r mim E � DWANCE DWAu c cc 0 k6 m U) C3 42 -7 29 2 W SM WAIL A SEf D XL A SHM 10 10 1'MIN. EDGE I'MMEME DISTANCE DISTANCE ON (2MRTICAL CE95S SECTION FIXED UNIT IX BUCK OPTION IN UNIT 1X BUCK OPTION IN 0 _VOPERATING MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL SCALE: 3- =1'-O' SCALE: 3'=I'.0* mm EDGE OF Z 20 51B, lie, PANEL i4-- Ll� L-m xW 2, EDGED t; ou - PANEL/ aO 03 O sla, DETAIL A SURFACE DETAIL B SURFACE DOLT TOP LOCATION LT LOCATION SCALE: 2•W W SCALE: 1 NOTES: u00 mz 1. FOR ANCHOR SPACING (ITEMS 95 OR 49), SEE SHEETS 9, 10, & 11. u lit 2. 111 14AY BE UTILIZED AS AN OPTION. FOR VERTICAL SECITONS, SEE DETAILS S& SHEET6, HORIZONTAL SECTIONS: DETAILS SHEETS. 3. TAPODN mAsoNRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW .. . CONFIGURATION. Z, 4. OPTIONALLY, ANCHORS FaID IN NARROW SECTION OF HEAD OP. IAMB . < C_i , ��Ba AS LONG % A91IEVED, CethcamNo.: 0 Reviewed By. D& ZZ HERMES F. NORERO ,FSWI%DAAIJJP�E,E`1�1 BLVD. S. FREY SU= IAMI BE 34 JW122008 FSPE CERT. OF AUTH. NO. 29578 �-- 1' MIN. z, z E^ rL 114 MAX. EXTERIOR NOTE d IB 4 36 4 /-A'\ HORIZONTAL_CftOSS,-T MASONRY & CONCRETE INSTALL SCALE: 2"=1'-O" SEEDETAILA SHEET 12 ' i 3 Q •- dJ "4 /4i Q - 4 4J4 SEE NOTE ACTIVE INACTIVE EXTERIOR iC1 HORIZONTAL CROSS SECTIDI:L J SCALE: 2"-V-O" k' 1N'MAX, d EE NOTE4 SHIM 1 N4` R SHEET 12 - SEE DETAILA MW. EM9. SHEETI2- SMEET72 —i S 1 3 1 10 vi� - v SEENOTE2@(UQO -NOTE1 EXTERIOR �0 h"I /`✓ EXTERIOR F I OI NSINN �]ONTSS�F�ON 7 MASONRY 6c CONCRETE INSTALL 7 WOOD INSTALLATION SCALE: 2"=t'-O" SCALE: 2"=1'-0 -III--114'MAX tld'MAX _ MIN. EMB. *4SIENOTE2 IMSEE DETAILA SEE DETAILA SHIMHEET I2 SHE[XTERIOR EXTERISEE NOTE 2 d EE NOTE dlCROSS SECTION J HORIZONTAL CROSS SECTION 7 WOOD INSTALLATION 7 MASONRY & CONCRETE INSTALL SCALE: 2"=1'-O" SCALE: 2"=1'-0" 1114' ` B 4 EE NOTE4 N. F.61B. V4' MAX _ SHIM SEE DETAIL I j- SHEET 12 111Y (S�H2IIA- I3IN. EMIi�I Y/ SSHEET 12 Z 3 %V ` -- EXTERIOR EXTERIOR :PON N HORIZONTAL CROSS SECTION INSTALL SCALE: WOOD INSTALLATION SCALE: EXTERIOR G 7 WOOD INSTALLATION SCALE: 2'=1'-0" �L i iIIIR._.'nnl ilfil 4Ii V SCALE: 2"=1'-0" iNIA 2 6 e EXTERIOR EE NOTE / D1 HORIZONTAL CROSS-SECTIOL4 SCALE: 2'=l'-0" SEEDETAILA „114-MAX. NOTE 1 NOTE EXTERIOR v� H NT 7 WOOD INSTALL SCALE: 2"=1'- exl tHl�H L CALENT 7 S: 2'=1'-0" NOTES 1. FOR ANCHOR SPACING (ITEMS #60R 1N). SEE SHEETS 9.10, A Ii- 2. SPACING FOR M3 FROM TOP OF 91DELITE DOWN (SEE SHEET 10). 3. ASTRAGAL SCREW PATTERN SPACING FOR 013: FROM BOTTOM: 1d ,Y, 312, 20', 24 &4'. FROM TOR 1@ . Y, 310, 2W, 241'4, 39'. 4.1XX M�y�MBE UTILIIID AS AN OPTION. FOR VE nT SECTIONS. SEE DETAllS e-Y4 SNEET 6. HC1t1ZONTAL SECTIONS: DETAILS@@ SHEET B 5. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. DOW 1199 SILICONE 12•MINGLASSBITE B, I1W TEMERED GLASS e AIRSPACE 1 314' t f`LA]ING DETAII A VW TEMPERED GLASS SCALE: 6"=1'-0" v 774Tjj�T pf f 90 ••74 Pf\=4` i)'IONA�fi�A� ceffica mi b.: N t I-- 2Z- D (p Lol/. 52. Reviewed By. — Date Went !�Jzaf i._ IS ACHIEVED. HERMES F. NORERO FLORIDA P.E. NO. 773778 398 E. DANIA BEACH BLVD. SORE 338 DANIA BEACH, FL 3300d PE CERT. OF AURL HO.2 S 0 r m J Q m0 I- ED Z o m Z W LL m W y m m 35a� ran< Wj Ln'1 Y a JW122008 8 SCALE: 2"= I'-O" SEE DETAIL 11W 9 r 12 MIN. EMS. Y i *SHEET x s y i � N ry w ^£ EXTERIOR _11— -SHIM Y EI HORIZONTAL CROSS SECTION V WOOD INSTALLATION SCALE: 2"=l'-O" 1 12• "' SEE DETAIL A MIN. FMe.-i (alr SHEET 12 I�� �111111IS'�s U Ugu 30 EXTERIOR 2B � H I4TAL 98Q$ECTION $ WOOD INSTALLATION SCALE 2"=1'-O" SEENOTE2� �lmlll' LSEENOTE2 S T10N CROSS �8 SCALE. 2" *-O SCALE: 2"=1 SEE DETAIL A 1 114• 12 MIN.EMB. �{{SHEET Lr tl P E ' W ^E :, i� �^ V4' IAAX. SHIM Fr8OSS SECTION MASONRY & $ CONCRETE INSTALL SCALE: 2"=1'-0" z ll4•MA%. SEEDETAILA Z MINN..EMB.1 I �f—SHIM �SHEET12 MB1.EM SEEDETAILA LSHEET 12 i Y 3 y 1I8' rI.-�1 2p m g CTEMPEI "E�Elll SPACE a•MA%.SHIM _EDHAL � 3 <y 7' iC�E, II��IEIIIII P� 3 I 3 SEE N • �' •• rJ'. r`r 1. •ilr v '• J SCALE: 2"=1'-0" SEEDETAILA 1/° "^^'I' 1114' SHEET 121 EXTERIOR v f 1-0 1.2 1 D � MASONRY & CROSS SECTION 8 MASONRY k CONCRETE INSTALL SCALE: 2"=1'-0" w 3 4 w� w� 42 7! 1 W MINm � O FMPFOMFMT I 1 - ry'A EXTERIl U 29 9 T 114•MAX L SS SECTION $ MASONRY UNIT 1X BUCK OPTIONIN MASONRY &CONCRETE INSTALL (LEFT-HAND ANCHOR SHOWN, RIGHT-HAND ANCHOR 118' iPERED ti w A 0 n m >� m 0 F J zo-' Z W LL Q y Wig= I M Y a 3D z l'J I �� U J�( / rS Q7 AIRSPACE SEE DUAL A EXTERIOR 114•MAX EXTERIOR _ ,; SHEET 12 swm ot�+'..j`!/J':', ti"I'ial•} MODEL 799 VENTED HALF UTE `P4�� �q 1 J CROSS SECTION Q HORIZONTAL no $ WOOD INSTALLATION - T - INSTALL SCALE: 2•=V'w 1- 29 9 EXTERIOR w a I ve MAx. NOTES: 1.FORANCHORSPACING(BENS #50R 99). SEE SHEETS 9. 10.&11. HOR17ONTAI CRO55 5EQ110H IN c� 2. SPACING FOR923 FROM TOP OF SIDEUTE DOWN (SEE SHEET IO). $ OPERATING UNIT 1X BUCK OPTION rl k CONCRETE INSTALL 3. ASTR AGAL SCREWPATTERN SPACING FOR#13: (LEFT-HN�i�N'§NQ Tip N,RiCHi-HAND ANCHOR SIMILAR)P.,ASNOTE FROM BOTTOM: la'. T. 31n. 20•, 24914% �(p1fM�d+R FROMTOP:1I2•.2•.3ll2',2W.24314•,39'. E71.. 4. IX MAY BE UTILIZED AS AN OPTION• FOR VERTICAL SECTIONS, SEE DETAILS .� 't ;' O C5HEL16. HORI20NTAL 5'LTION9: DETAILS�SHEET B. C * HEflMESF.HOflERO NO. nl 11S. [ FLORIDA P.E TAPCON MASONRY ANCHOR SPACING SAME AS WOOD gTPT i 1L 998 E.OANIA BEACH BLVD.' b'•./ANCHOR 1-1% SCREW CONFIGURATION. [ ,'=`�SUITE 338 �' 6.OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW F •'......•.� DANIA BEACH. FL MNSECTION rp`Y ETT�` OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ONAL DPE CERT. OF AUTH. NO.29520 CeT±ification No.: o - � 8(P7. a 1 � o L_ Reviewed By. _ DateRevewer 4y a- ' SEE DETAIL E SHT.9 ` SEE DETAIL A y 1--5'TYP _ /-SHT. 10 / SEE DETAIL B \ SHT. 10 (WOOD INSTALL) DETAIL F y (MASONRY INSTALL) 9 P ANCHORING LOCATIONS OUTSWING SINGLE UNIT (X) SCALE: 3/8" -1'-0" NOTE 8 \ 7 NOTE o I > T / DETAIL A UPPER SURFACE BOLT STRIKE PLATE & UPPER ASTRAGAL BOLT STRIKE SCALE: 1/2" =1'-O' DETAIL B HINGE DETAIL SCALE: 1/2" -1'-0" SEE DETAIL A SHT. 9 �Y 9' TYP SEE DETAIL D 6" TYP (-SHT. 10 --6 TYP -- 3'NP 1 I I 1111111 I II '`II I _ I I 2' Z 2 w I I SEE - I 32 PBLJAMBS I -5T I • rPll ONAL I -62' - (i00D INSTALL S 'O INS; ALL I 722�• _(MASiNRV rv� _ i7 Ill_ i' SEE DETAIL SHT._ ---- a 9" NP SEE DETAIL A ( SHT. 10 i 5'NP 6"TYP Y 3'TYP /- SEE DC- / SHT. 10 (, I i IIII111 - i w � I E(WOOD INSTALL) - (MASONRY INSTALL) 9@ - I NP i I I111111 I I11 I I \ SEE DETAIL C--/ SEE DETAIL SHT. 10 SHT 9 nUCTSWINGGUNR WDONS SIIDELREE (X%O) SCALP: 3/e" =1'-0' DETAIL C DETAIL D LOWER SURFACE BOLT STRIKE PLATE LATCH & DEADBOLT & LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES SCALE: 1/2" =1'-O" SCALE: 1/2' =1'-O' 46 NOTE 45 /o / ao 46 45 NOTE 7 DFI I F AT HEAD DETAIL F AT SILL SURFACE BOLT PLATE SURFACE BOLT PLATE SCALE: 1/2" =1'-O' SCALE: 1/2" =1'-O' `SEEDETAILB SHT. t0 SEE DETAIL C SHT.9 ANCHORING L0C9T70N5 OOURLE rn TOWING. I INir X) SCALE: 3/8" =1 -0" NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND E7(TE NCR SURFACES AT SPACING SHOWN, +/-I-. FOR TOTAL OF NINE FASTENERS PER SIDE 2 CORRUCATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS 4. SEE SHEET 10 FOR SDELTIE FASTENER LOCATIONS. 5. SEE SHEET 10 FOR SIDELRE BRAD NNL LOCATIONS FOR QUARTER ROUND MOULDING ATTACHMENT, 6. ASRIGN_ THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN THE naD. 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABROATION SURFACE BOLT He ARE ALSO DRUM AT FABRICATION WHEN E LOCATI(W9t Nm. STRKE PLATES ARE ATTACHED IN THE FlI'�b„1$ o ri. 0 m o¢ m0 ~ J � ZO¢m Z W W m DE p n�m J C .A.: '1"'♦_ HERNES F. NORERO E111�2S!008 FLORIDAP.E.NO.T311 T Tf /(( ? W 3S8 E. DANIA BEACH BLVD..0RS0P+�A�SUITE 3G� DANIA BEACN, FL 33004SNFSPE CERT. OF AUTH. NO, 29578 CertiaFronND.: m I o a1-2.2 $eI-OI/.O'L Reviewed By: — Date Review : _Q z' — SEE DETAIL A SHT.9 SEA EDETAILO SEE DETAIL D BHT 10 SHT 10 �--{H,,,-.ULLPO.T, 9'TYP 6'TY3'TYPLI-22} -w SEE NOTE2 -32' f I DBLJAMBS IOPTOF�Ill - (WOOD INSTALL) 5 I -fit' I - MASONRY IN 9 I I 72 SEE DETAIL A SHT. 10 i I III III I III III III II \ SEE DETAIL B SHT. 10 SEE DETAIL C ANCHORING LOCATIONS DOUBLE SHT.9 OUTSWING UNITW12 Si DEL TE(000 SCALE Ir=i'-V OCA STPPLE LOCATIONS BRAD LTIONS TYPICAL FOR ALL SIDED S TYPICAL FOR ALL SIOELITES SCALE. 3 8" 1 -0• SCALE$CALE: 3/S' = 1'-0= 1 -0 DETAIL C TYP FOR HEAD TO MULL POST SCALE: 1-10=1'-0' Its SHT.9 SEE DETAIL C SHT. 10 5'TYP g•TYp SEE 6-TYp SO DETAIL DETAIL 3'TYP // SOSHT. 10 / r5HT. 10 I 1 II II 1 it 11 1 1 _ - I I _ I 22} - SEENOTE2 MULL �2- JJP,,OST _ y JAI, 2' - II i DBL J BS OPTIONAL �2' (MASONRY I TALL) 9 \1 TYP -72' I -I 1 111 III i 11 �7 - TI � 1 1 SEE DETAILF —/� \ SEE SHT. 9 t-DETAIL B SHT. 10 ANCHORING LOCATIONS SINGLE nt TSWING UNIT W/ 2 SIDEMTE (0x01 SCALE:3/6'=1*- �— O m �• > Q m O F n a H U) v SEE DETAILD Z d N i w SHEET9 W 2 Y 2 m � W 35a> �a� SEE r- 1 OETAIL9E I Ed y D=. SHET9 S LATCH AND HINGE MULLIONS TYP FOR ALL FRAMES SCALE: 2 3 11 3 d 1 3 4 DETAIL DETAILS TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS SCALE: 1-12'=t•-0' SCALE: NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +1-1-. FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 9, SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. d. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5, SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR DUARTEI ROUND M OINetj ACHMENT. B. ALLVIRk7 ! Reviewed By: Date Reviewed: L -_- .1 * x HEIIMEB F.NORERO FLORIDA P.E. N0.7 W t =12 DANIA BEACH BLVD. IPr 2W SURE 3u DANIA BEACH, FL 03000 FSPE CERT.OP AUTH. N0. n57B M122008 e SEE DETAIL SHEET 9 SEE DETAIL SHT. 10 YPSEE DETAIL DP SHT. 10P I IlAILC I I SEE IN 2 ,3F-42 IPOST IDEL 2'D INSTALL) �SY INSTALL)`-' SEE DETAIL E SHT. 9 n--I F S TYP SEE DETAIL D SHT 10 Z I F -P. ' �SHT.1 M�,-jFT _fi'TYP• ✓/'/ SEE DETAIL ) 3'TYP. SNT. 10 LSEE DETAIL C O i SHT. 10 SEE HIRE w DBLJAMBS— I_ OPTIONAL MUL�POST I OD INSTI LUGS m IMAi RY INSTALLjjjj9'' SEE DETPIL�� SHT.9 DETAIL B la SEE DETAIL SHT. B a 9'TYP' SEEDETAILA SHT. 10 SEE DETAIL A SHEETS SEE Il Fl f;TVP P 9 3T" / SHT.D10 i2 SEE DETAIL C i¢¢ SHT. 10 I¢ MULIfPOST I I `O (WOOD INSTAL-) m (MASONRY INSTALL B)I DETAILB `SEE DETAILS SHT. 10 10 SEE DETAIL J SHT.9 ANCHORING LOCATI�NS SINGLE OUTS ULO 5T 1 SIOFLITE (0%) SCALE: 3/8. =1'-0' ,SEE DETAIL B SHT. 10 SEE DETAIL CJ SHT.9 AN�"RIINGULO TTIOHS Dp U9LE (D%%) SCALE: 3/8" -1 —0' NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, H-1', FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS, 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS, 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOUNDING ATTACHMENT. B. ALL NEWS FROM EXTERIOR. .do, F.1At, "ll . CertBira6onNo�(a)a I�o(f, oz Reviewed By. Date Review��i v It L O J 03 ~ J z0 Z W W m 35a;T �1�'1Ya C HERMESF.HORERO pyp. er, WBI w FLORIDA P.E. NO.73T18 398 E. DANIA BEACH BLVD. 5. FF SUITE 30B duvnvcm� DANIA BEACH, K 33004 1 JW122008 ! FOPS CERT. OF AUTH. NO.29578 _, . L1-44 J--I1 .4v ✓Glld 1/71 WOOD JAM 1 FINGERJOINTED PINE 2 SCALE: 3-=1'4' 3 4 4' -�.-t18'IMIN) BUTT HINGE 6 4x4x12 GA, STEEL SCALE: 3' =1'-O' L 1 3le- eI L Iy COMPRESSION 6/8' /.,WEATHERSTRIP_ LOXS ASTRAGAL GLOSAL t36063T6ALUMINUM SCALE: E: 6'=T-0' SCALE:3'=V-0' y i LEE 20 LOCKBL CK FINGERJOINTED PINE OOLLP-LR FRAME SCALE: 3'=1'-0' 21 POLYPROPYLENE (NOAc SCALE: 3-=1'-0' SURFACE BOLT 40 SS TEEL SCALE: 3'=P-P I -�T Ion '-+�f I 5 318' OPTIONAL OUTSWING THRESHOLD OUTSWING THRESHOLD AFCO A-0960lS BUMPER SILL WITH PINESUBSTRATE AFCO A297 &OD-233-0OUTSWINGADAPTOR EASE tt 6063-TS ALUMINUM/COMPOSITE PLASTIC SCALE: 6'=t'-0' SCALE: 6'-1'-0- SECTION" SECTIONDwil I�I�r.�aD�� SDEA T i66063 T6 ALUMINUM SCALE: 3'=1'-0' yyII 1 3/4.II- 'LI 7H " -74 32 DOOR BOTTOM SVlEEP VINYL SCALE: 3' =1'-0' 10-1209.01j® NOTE: IL— LENGTH LENGTH Im -113/4' I- ORNER PADS SCALE:LE:3'=1'-0' f-2718'� 19/32' I 45 VES SURFACEBOLT TRIKE PLATE 114' MIN. STEEL 11/321 SCALE: 6'=V-0' I-47 1/2' 1jnr--r1 318 11 i/t6� 11 t) 1116t 16 STILES AND RAILS TOPRAIL BOLT M RAIL 17 LATC SDE STILE INGE SnIE 18 LAMINATEDVENEER 26 GA. STEEL SCALE: 3--V' 19 LAMINATED VENEER LUMBER(LVL) LUMBER (LVL) SCALE 3' =1'-0' SCALE: 3--1'-0' NESSURFACE BOLT SPACER � PLASTIC SCALE; W-1'-0' 1 30 ASTR GAL ROLT MATERIAL: COLD ROLLED STEEL ZINC &YELLOW CHROMATE SCALE: 3' =1'-O° L 4S'8'1 33 - 3115 GSINK NOTE 1U ' - t-USE810 WOOD INSTALLATION SCREW W/ 1,6P MIN. EMBEDMENT �(-10�: WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD &JAMBS, 7`�"' .A.= HERMEB F. NORERO 2-USE NB x 2112- PEN WOOD SCREW WHEN I NSTALUNG INTO MULLIONS. * g FLORIDA P.E. NO.73T18 3USE 3/16- RW TAPCON ANCHOR W/ 1 Ve MIN. EMBED. T w 398 E. DANIA BEACH BLVD. WHEN INSTALLING INTO CONCRETEMASONRY SUBSTRATE AT SIDELITE SILLS, POT`OP:+ _� j SUITE 338 •^-"'a6DANIA BEACH, FL 330W SCALE: i 4° =1 -O° �x BiONA11t 1�� SPECEHT.OFAUTH.N0.29678 AdAcvinm to Aldtiil Co dicationNo.: Reviewed, By. Date Reviews . n J 2 m0 0)cc y zo-A Z W LL 3<a� Wmya M122008 1 /2"AIRGAP 1/8"TEMPERE o 1/8-TEMPERED m 0 SEE DETAIL A J Q. 2371811 16 to m O H In 6� 242/� /' 1 Z O g M 7 iCm 1 82 3 Q a \N 0 r<u 5 SEE DETAIL B 18 3 m y :If q A 8 I 4 4 OETAI A m n` 1 PANEL TH1( GLAZING DETAIL AJL 1D n PANEL THK. AT HEAD RAIL 21 VERTISEUE CROSS m w VENTUE 1/2'AIROAP�o = 1 /8-TEMP*EREDo 4 0 5 RED ow w go, , J D o2 y W n m e�C0O OUTSIDE FRAME VIEW SECTION B=J3 �I� oVENTED HALF INSIDE FRAME VIEW a'LITE 4 an VENTED HAA vENTED HALF 1/LITE 12 1316 EMPEREO2D 14 DETA!" 1s / T NG DETAIL L 19 MEETING RAIL wo. nOw 23 18 INSIDE VIEW D' 17 22 24 mow c;; < 8 NOTES: m O F ES O*ECT 14 FOR ITEM DESCRIPTIONS. ++++DES m¢Z � ove. 811?/08 O 9 •r .•'• /' O '+ swe qS NOTED 7�_ •T HERMESF.NORERO FLORIDA P.E. NO.7]T]B �.t =+J4T 340 E. DANIA BEACH BLVD. ELK ar: S. FREY OT '.• G - P;. �a�4 �� SURE 338 muv.•.xcr.a.: ' (� "•••••" G� DANIA BEACH. FL 33004 JW122008 PE CERT. OF AM. NO. M78 snEEr13 cs 14 Addendum to WAMI Certification No.: wona Reviewed By: Au-- _ Da{e Reeiewe : g/ate%,1-- — 0 w M1 ci J m0 V Q J N Z OQM Z W W w 3<¢� a W M1QS m Y 0. w ¢ oho 0 0 w9W NWF zoW ww �Oz od Or jlg300 0 r ¢ j W nZ S w O w 0 o m 0 o n ¢ ¢n r? W 3m wwi JO jW�YN u.OwT W?JU©N OK06UW Lyw L¢Kumm6 W az ¢O¢ K N P oOW z \\\\ll\11111((((( �g5 F 8112D8 sur., AS NOTED _- 7 _ NERMES F. NORERO PQ `y %T ' ° �;!\_�` FLE. DANI .E. N0.9T/IB 39B E. DANIA BEACH BLVD. w• a*� S. FREY ox.mw w: SURE 3ie ���� FS •'•'•••"• �G `� 4q(O/ON„E\\p� DANIA BEACH, R 38004 N0.29M M'122008 FBPECERT.OFAU v"v14 v iA MATERIAL LIST (VENTED HALF LITE ONLY) ITEM PART N0. DESCRIPTION Qtt MATERIAL 1 16797-000 INNER FRAME i SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100R SOLIDS BUTYL ELASTOMER 5 16825-000 GLASS, 3/4" x 20 19/32' x i6 11/16' 2 3/4' INSULATED GLASS ASSEMBLY 6 16828-000 �8 z 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 7 12207-000 �6 x 3/4' PAN HEAD SCREW 7 ZINC PLATED STEEL e 16809-000 SAFTEY LOCK 2 NYLON 6/6 9 16829-000 84 x 1/4` FLAT HEAD SCREW 6 ZINC PLATED STEEL 10 17041 -000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL 11 16799-000 LOWER INNER SASH i SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 12 16806-000 RIGHT LATCH 1 NYLON 6 13 16807-000 LEFT LATCH i NYLON 6 14 16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 16 16801 -000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 17 16831 -D00 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLIX WEATHERSTRIPPING 18 DOW 1199 AN SILICONE SEALANT 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.J' FROM SCHLEGEL CORP.: POLYFLE% WEATHERSTRIPPING 20 16838-000 0.12 O.D. SPRING 2 STAINLESS 302 AND 304 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 10-1209.01 22 16841 -ODD 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFlN FOAM, ACRYLIC ADHESIVE 23 16968-000 SCREEN CLOTH 21' x 24' 1 FIBERGLASS 24 10046-000 SPLINE 6.1' PVC Caffiica Wi NO.: oa w—iL o I.ol � .02 Reviewed By. _ Date Revi cam( � 1— __