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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONL DATE FILED: t PLAN REVIEW FEE: IOa . Q b RECEIPT NO.. PERMIT NUMBER. �I t4 J d 1u 1 CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce; FL 34982-5652 772462-1553 �Cq St `ocgYNFO APPLICATION for BUILDING PERMIT, '0 Coun CERTIFICATE' of CAPACITY/ZONING COMPLIANCL PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: ;2100 .50 ,J1 4 � � � $ �C.{�c' �C "�� V �r�tt��2 �! "3 y�2 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: ' 47 G -4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO., 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ_FT.): LOT DIMENSIONS: 10. COMPLETE DESC TION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: C` : 0603—o/43 0602,-a3-7 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [ ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION INTERIOR RENOVATION f-A RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL L I OTHER (SPECIFY) 13. DESCRIPTION OF PROPQSED, USE: � e-S 14. SQ. FT OF CONSTRUCTION:j�— _ 15. SF. FT lst FLOOR: 16. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 .UPDATED 6/25/09, OWNER .INrFORM ION / NAME: W 'l i L 57�', ADDRESS- 7 ate! CITY: !may v� c1 Er4 STATE: ZIP: 3, 3 PHONE (DAYTIME): l / /� 3 J`� `�f 7 3 f Email: z�%;'11Gf�' - " �� �i r IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME 'AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): CONTRACTOR INFORMATION . ST. of FL REG.CERT,#: .J % '/ O ST. LUCIE COUNTY CERT #: BUSINESS NAME: E M tl' 0 0ef v %7 C G' tr(®Aj QUALIFIERS NAME: -� c1 a /l• t� �,e ADDRESS: 1 2 0 s CITY: 5 L " STATE: ZIP: 95 3 J p� PHONE (DAYTIME): ( -q 6 2; FAXNO. 7 Z 0 `��- �Jvl mail: ✓ � ��P6 ✓fir1; '"Sol use_ G I1/27' ARCHIT/ENGINEER: 'G /Z ADDRESS.-E'b ` CITY: S STATE: _ ZIP: �' .V / ley PHONE (DAYTIME): (� ` BONDING COMPANY: ADDRESS: CITY: STATE: - ZIP: MORTGAGE LENDER: • ADDRESS: / CITY: _ _ STATE: ZIP: IMPORTANT NOTICE: When a permit is issued`and it is not picked up within 60.days after notification it will be voided and returned to you by mail: ` 0 CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work.. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits May be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the. permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT INIYOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUSTSE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OR OF FLORIDA 'YOF S-V- LuC\Q o SIGNATURE The foregoing instrument was acknowledged before me this 1 6 day of 20 by 0 %O �6 -fQl who is personally known or has produced as identification. Signature of Commission DEANNA GIVENS Notary �1p>(�- State of Florida My Comm. Expires Dec 16, 2016 Commission # EE 858761 Bonded Through National Notary Assn. STAVE OF FLORIDA CO TYOF '!� �. i-%) %R The foregoing instrument was acknowledged before me this 3d ay of 20 �3 by who is personally known or has produced Ca 6 a - a3 Sa- 3 Otis O as identification. Signature of Notary Notary Public - State of Florid q My . Expires Dec 16,201 ; Commission No. p COMM(Se*ission # EE 858761 Bonded Through National Notary Assf P NOTE: TWO (2) SiGlQA'F>:TMS ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR.TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE' FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. t For specific inotructions see appropriate permit checklist. rOFFICE USE ONLY �E�TION 1 TOWNSHIP 5 RANGE MAPNO. ay 1 S ZONING 5 LAND USE (,� �\ LOT CVG % TAZ NO. FLOOD ZONE. FIRM MAP # I ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 111990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE �� HABPTABLE AREA RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC BLD IMPACT FEE CORRECTION PUBIC BID RMACT FEE GENERAL PARKS IMPACT FEE SCHOOL IMPACT FEE ROAD IMPACT FEE CREDIT Y N LAW ENF IMPACT FEE FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: ! / REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED 13 " DATE COMPLETED r INITIALS Ilk I- a cC-ITC--X Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: I Customer Code: Customer Name: Customer Job Number: Order Code / Date: 3149106 EMPORIUM HOMES CORP 629 W IF 0 f I'Cl. Project Code: ProjectName: Project P.O. Number. Order P.O. Number. VERBAL Ticket Date: Delivery Address: Map Page: Map/Row/Column: c71/t12,f14 Delivery Instructions: 2100 S • 14-fH ST Dispatcher: FORT PIERCE SHKLUCINEC DTicket Number: 32"34.15515 Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: ,_ 1 fat: 64r-52 109205 TONY ANTON iCC I RDWAY t S I DEWALI IQUAN LOAD I CUMULATIVE I QUANTITY I ORDERED MATERIAL CODE PRODUCTION DESCRIPTION I UOM I UNIT PRICE AMOUNT 4. 00 4. i)lx 11;�=r253 2500 . RE:G YD3 JAN 2 HIS !9:07 1. 00 12-47818 FUEL SURCHARGE E I t;}6 12'02749' ENVIRONMENTAL CHARGE 1a oo 1554805 MINIMUM CHARGE, LESS THAN G C: Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER A RED: 4 / GAL YARDS IN DRUM: ��'' RECEIVED JAB! 02 2014 WHEN ADDED. j' SIGNATURE CURB LINE CROSS T OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water a ded is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNG: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which,are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 681UNIVERSAL RREV TRK: INVOICE LOAD NUM: 1 This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati f any, and Sellers's Order Confirmation (i ding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agre ut"). Seller will provide'khe Standard Teri id Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof; all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicac.i6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de as.f ser.requeridos. Con este documento, el comprador acepta los mismos ya antes mencionad.os y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contacto; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto i.ncluye.n cemento Portland y productos de agregados como piedra caliza, dolommita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, piel y/o en la zona respirato.ria. Polvo del manejo en el tritu.ramiento, pulido, torte y/o perl'oraci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritaci6n o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El rieso en la salud depende en la duraci6n y el nivel de la exposici6n. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para proteeci6n. Ldvese ]as manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecc16n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expbngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos,lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 cornbinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #:131n-o4►g JOB ADDRESS: ji0o �)k Qle(Ce BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR: Ifyc PEST CONTROL LICENSE #: -,-& We, the undersigned, hereby certify that we havepretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: �0 Percentage of solution: f �%a Date of Treatment: 11:3a-i"3 Footing 1't Treatment Re -Treat Driveway Is'Treatment :e_T 1 Other 1i 04T rc� 1 Teat ent Re -Treat Chemicals used: GIN Total gallons used: Ly Time of Treatment: j %&S�� Slab 1st Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection - Sig r�ture66l�rm inator Note: There must be a completed form for each required treatment or re -treatment and this form must be on'the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a -re-inspection fee charged. FBC 104.2.E Certificate of Protective Treatment for prevention of termites. A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit Ales The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. RECEIVED JAN 02 2014 / lorida Building Code Online 1 Page 1 of 2 FL # FL2533-R9 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer a ed poration-Roofing Address/Phone/Email 100 400 Union Meeting Rd Blue Bell, PA 19422' (215)274-2350 Steven.T.Lawrey@saint-gobain.com Authorized Signature Steven Lawrey Steven.T.Lawrey@saint-gobain.com Technical Representative Mark Harner Address/Phone/Email 1400 Union Meeting Road P.O. Box 1100 Blue Bell, PA 19422 (215)274-2443 Mark. D.Harner@saint-gobain.com. Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof S,yst2m Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida. Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Robert Nieminen PE-59166 UL LLC 02/13/2016 John W. Knezevich, PE d Validation Checklist -Hardcopy Received FL2533 R9 COI Trinity ERD CI - Nieminen - 2013.odf Standard Year ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2002 ASTM D6223 2002 ASTM D6509 2000 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRv... 12/5/2013 FM 4470 FM 4474 r �r 1992 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/27/2013 Date Validated 08/28/2013 Date Pending FBC Approval 09/08/2013 Date Approved 10/18/2013 --.... _........... - .................. ___ -................... -. - -- -- -- Summary of Products FL # Model, Number or Name Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Approved for use in HVHZ: No Installation Instructions FL2533 R9 II Al er082713FINAL CERTAINTEED MODBIT FL2533- R9.pdf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-630 Other: 1.) Refer to ER Section 5 for Limits of Use. 2.) The design pressure noted in this Evaluation Reports 'FL2533 R9 AE er082713FINAL CERTAINTEED MODBIT FL2533- R9.odf Created by Independent Third Party: Yes application relates to one specific system. Refer to the ER Appendix for all systems and max design pressures. Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® <..-:. xrcuritv,%mTazc.+ • 1 . http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvwelwRFXRv... 12/5/2013 (�O \I TRINITY I ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck, Application Type Description Page 1A V Wood New or Rerloof (�TearjGffi) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6 113 Wood eft 7,rFZefo f (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 9-10 1E-1 Wood New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 11-13 IE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 14-15 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 15 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 16-18 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 19-21 ` 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech.'Attached Base Sheet, Bonded Roof Cover 22-23 - 3A Concrete New or Reroof (Tear -Off) A-•1 Bonded Insulation, Bonded Roof Cover 24-28 3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 29 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 29 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 30-31 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 32 4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 33-36 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 37 5B CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 37 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 38 5D CWF New, Reroof (Tear -Off) E Non-Insulated,_Mech. Attached Base Sheet, Bonded Roof Cover 38 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 39-40 6B _ Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 41 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 41 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 42 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 43-46 7B Various Recover F Non -Insulated, Bonded Roof Cover 46 The following notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of•sufficient length for the following engagements: ➢ Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast_ HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. ➢ Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Concrete Deck: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike.with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 3520.03.04-R9 for FL2533-R9 Certificate of Authorization #9503 Revision 9: 08/27/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 46 ."\JTR1N1TYj ERD 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board, Dens Deck, Dens Deck Prime, Dens Deck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.8, when installed with the roof cover. 4. Minimum-200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 5. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt (HA): Full coverage at 25-30 Ibs/square ➢ Ashland Pliodeck (A-PD): Continuous 0.75 inch wide ribbons, 12-inch o.c. Ribbons of subsequent layers shall be perpendicular to Dow Insta-Stik (D-IS): Dow Spray-N-Grip (D-SG): those in the layer below. Continuous 0.75 to 1 inch wide ribbons, 12-inch o.c. Full coverage ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot) ➢ 3M CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c. (Note: TITESET may be used where CR-20 is referenced). ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon .to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya nu rate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to `increase' the MDP listings in the tables; rather if MDP listing below meets -or exceeds that listed for a particular system in the tables, then the thinner. board listed below may be used as a drop -in for the equivalent thicker material listed in the table: ➢ Ashland Pliodeck (A-PD) @ 12-inch o.c. MDP -105.0 psf \(Min. 1.0-inch thick) ➢ Ashland Pliodeck (A-PD) @ 6-inch o.c. MDP -277.5 psf (Min. 1.0-inch thick) ➢ Dow Insta-Stik (D-IS): - MDP -120.0 psf (Min. 1.0-inch thick) ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0-inch thick) ➢ Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 1.0-inch thick) J ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA3) ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) ➢ OMG OlyBond 500 (08500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 7. Bonded polyisocya n u rate insulation boards shall be maximum 4 x 4 ft. 8. For,mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified -design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 3520.03.04-R9 for FL2533-R9 Certificate of Authorization #9503 Revision 9: 08/27/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 46 C)o \4 TRINITY I ERD 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 11. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with'ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet app ications sr C`I,R;TAINITIEED FLINTLAST-IC� MODIFIE BITUMEN COMPONENTS &APPLICATION METHODS - Reference Layer Material Application BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 (Base and Ply sheets, Asphalt -Applied) Hot asphalt at 20-40 Ibs/square ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI BP-AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in (Base, Spot -Asphalt -Applied) 30-inch grid pattern BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in Base, S of -As halt -A lied ( p p pp' ) grid pattern noted herein. BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons (Base, Strip -Asphalt -Applied) spaced as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane Adhesive, beads spaced 6-inch o.c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-AA Ply Flintlastic Base 20; Flintlastic Poly SMS.Base; Flintlastic Ultra Poly SMS Base Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; (SBS, Asphalt -Applied) Hot asphalt at 20-40 Ibs/square Cap Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CAI Brush or Karnak No. Cold Note: Base ply cures overnight prior to application of the cap ply. (SBS Cold -Applied) pp ) Process Modified Bitumen Adhesive Process s Brush Grade at 1 gal/square Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar - Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA2 Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Henry #903 Adhesive at 1.5 Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; (SBS, Cold -Applied) gal/square. Cap Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 3 of 46 QOTRINITYIERD CERTAINTEED FLINTLASTIC@ MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS (CONTINUED) Reference Layer Material Application Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Millennium Hurricane Force Membrane Flintlastic Cap 30; Flintlastic. Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; (SBS, Cold -Applied) Adhesive, beads spaced 6-inch o.c. Cap Flintlastic FR-P; Flintlastic FR-P CoolStar; Flintlastic Premium FR-P; Flintlastic Premium FR-P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20 T; Flintlastic FR Base 20 T Ply Flintlastic Base 20 T; Flintlastic FR Base 20 T SBS-TA Torch -Applied Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; (SBS, Torch -Applied) Flintlastic GTS-FR; Flintlastic GTS-FR CoolStar; FlintClad Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP-TA (APP, Torch -Applied) Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR CoolStar SBS-SA-H (SBS, Self -Adhering, Hybrid Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA _ Self -Adhering Systems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS-SA Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply (SBS, Self -Adhering) Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 14. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 4 of 46 C)o -JI RINITY (ERD TABLE 1A: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet I Base Insulation) Top Insulation Roof Cover MDP No. _(See Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (psf) SELF -ADHERING SYSTEMS: Min. 19/32-inch Glasbase, All plywood at Weather 32 ga., 1-5/8- 9-inch o.c. in 4- Min. 1.5-inch max. 24-inch Empire, inch dia, tin inch lap and 12- ACFoam II, Min. 0.25-inch __ W-1 spans attached Plexiglas Base, caps with 11 inch o.c. in two, FlintBoard ISO, HA Dens Deck HA SBS-SA (Optional) SBS-SA -45.0 * 6-inch o.C. with Flintlastic Base ga. annular equally spaced, ENRGY-3, H- primed with SBS-SA - 8d common or 20; Poly SMS ring shank nails staggered center Shield or Multi- FlintPrime SA ring shank nails Ultra Poly SMS; rows Max FA3 Yosemite Min. 19/32-inch Glasbase, Al 8-inch o.c. in 3- Min. 1.5-inch HA full HA full plywood at Weather 32 ga., 1-5/8- inch lap and 8- ACFoam II, coverage or Min. 0.25-inch coverage or Wg max. 24-inch spans attached Empire, inch dia. tin caps with 11 inch o.c. in three, equally FlintBoard ISO, OB500, M- OSFA, A-PD, Dens Deck OB500, M- SBS-SA (Optional) SBS-SA -52.5 �.- 6-inch Plexiglas Base, ENRGY-3, H- primed with OSFA, A-PD, D- SBS-SA o.c. with Poly SMS or ga. annular spaced, Shield or Multi- D-IS or CR- FlintPrime SA IS or CR-20, 6- 8d common or Ultra Poly SMS ring shank nails staggered center Max FA3 20, 4-inch inch o.c. ring shank nails rows O.C. Min. 19/32-inch 8-inch o.c. in 3- Min. 1.5-inch plywood at 32 ga., 1-5/8- inch lap and 8- ACFoam II, Min. 0.25-inch max. 24-inch Yosemite inch dia. tin inch o.c. in FlintBoard ISO Dens Deck (Optional) W-3 spans attached Venting Base caps with 11 three, equally , ENRGY-3, H- HA primed with HA SBS-SA SBS-SA SBS-SA -52.5 6-inch o.c. with Sheet ga. annular spaced, Shield or Multi- FlintPrime SA 8d common or ring shank nails staggered center Max FA3 ring shank nails rows . Min. 19/32-inch Glasbase, All 8-inch o.c. in 3- (Optional) Min. HA full Min. 0.25: inch HA full plywood at Weather 32 ga., 1-5/8- inch lap and 8- 1,5-inch coverage or SECUROCK coverage or, max. 24-inch Empire, inch dia. tin inch o.c, in ACFoam II, OB500, M- Gypsum -Fiber OB500M- (Optional) W-4 spans attached Flexiglas Base, caps with it three, equally FlintBoard ISO, OSFA, A-PD, Roof Board OSFA, A-PD, D- SBS-SA SBS-SA SBS-SA -60.0 6-inch o.c. with Poly SMS or ga. annular spaced, ENRGY-3, H- D-IS or CR- primed with IS or CR 20, 6 8d ring shank Ultra Poly SMS ring shank nails staggered center Shield or Multi- 20, 4-inch FlintPrime SA inch o.c. nails rows Max FA3 O.C. Min. 19/32-inch 8-inch o.c. in 3- (Optional) -Min. Min. 0.25 inch plywood at 32 ga., 1-5/8- inch lap and 8- 1.5-inch SECUROCK max. 24-inch Yosemite inch dia. tin inch o.c. in ACFoam II, Gypsum -Fiber yp (Optional) W-5 spans attached Venting Base caps with 11 three, equally � FlintBoard ISO, HA Roof Board HA SBS-SA SBS-SA SBS-SA -60.0 6-inch o.c. with Sheet ga. annular spaced, ENRGY-3, H- primed with 8d ring shank ring shank nails staggered center Shield or Multi- FlintPrime SA nails rows Max FA3 HYBRID SYSTEMS: ' Min. 19/32-inch Glasbase, All plywood at Weather 32 ga., 1-5/8- 9-inch o.c. in 4- Min. 1.5-inch (Optional) max. 24-inch Empire, inch dia. tin inch lap and 12- ACFoam II, BP -AA, SBS-AA, W-6 spans attached Flexiglas Base caps with 11 inch o.c. in two, FlintBoard ISO, HA None N/A SBS-SA-H SBS-AA, SBS-TA 45.0* 6-inch o.c. with Flintlastic Base ga. annular equally spaced, ENRGY-3, H- SBS-TA or or AFP- 8d common or 20; Poly SMS; ring shank nails staggered center Shield or Multi- APP-TA TA ring shank nails Ultra Poly SMS rows Max FA3 Yosemite Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 5 of 46 C_)o ,,I I RINITY I ERD TABLE IA: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)' SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP No. (See Note 1) Type Fasteners Attach Type Attach Type Attach Base Ply Cap (psf) Min. 19/32-inch 8-inch o.c. in 3- Min. 1.5-inch plywood at Glasbase; 32 ga., 1-5/8- inch lap and 8- ACFoam II, (Optional) SBS-AA, max. 24-inch Flintglas Inch dia. tin inch o.c. in FlintBoard ISO, BP -AA, SBS-TA W-7 spans attached Premium Ply caps with 11 three, equally ENRGY-3, H- HA None N/A SBS-SA-H SBS-AA, or APP- -60.0 6-inch o.c. with Sheet Type VI; ga. annular spaced, Shield Multi- SBS-TA or TA 8d ring shank Yosemite ring shank nails staggered center Max FA33 APP-TA nails rows CONVENTIONAL SYSTEMS: Min. 19/32-inch Glasbase, All plywood at Weather 32 ga., 1-5/8- 9-inch o.c. in 4- Min. 1.5-inch Min. D.25-inch (Optional) max. 24-inch Empire inch dia. tin inch lap and 12- ACFoam II, Dens Deck BP -AA, BP -AA, SBS-AA, W-8 spans attached Plexiglas Base, caps with 11 inch o.c. in two, FlintBoard ISO, HA primed with HA SBS-AA,or SBS-AA, SBS-TA -45.0 6-inch o. - with Flintlastic Base ga. annular equally spaced, ENRGY-3, H- ASTM D41 SBS-TA SBS-TA or or APP 8d common or 20; Poly SMS; ring shank nails staggered center Shield or Multi- primer APP-TA APP-TA TA ring shank nails Ultra Poly SMS; rows Max FA3 Yosemite Min. 19/32-inch Glasbase, All 8-inch o.c. in 3- Min. 1.5-inch HA full HA full plywood at Weather 32 ga., 1-5/8- inch lap and 8- ACFoam II, coverage or Min. 0.25-inch coverage or BP -AA, (Optional) SBS-AA, max. 24-inch Empire, inch dia. tin inch o.c. in FlintBoard ISO, OB500, M- Dens Deck OB500, M- SBS-AA, BP -AA, SBS-TA W-9 spans attached Plexiglas Base, caps with 11 three, equally. ENRGY-3, H- OSFA, A-PD, primed with OSFA, A-PD, D- SBS-TA or SBS-AA, or APP- -52.5 6-inch o.c. with Poly SMS or ga. annular spaced, Shield or Multi- D-IS or CR- ASTM D41 IS or CR-20, 6- APP-TA SBS-TA or TA - 8d common or Ultra Poly SMS ring shank nails staggered center Max FA3 20, 4-inch primer inch o.c. APP-TA ring shank nails rows O.C. Min. 19/32-inch 8-inch o.c. in 3- Min. 1.5-inch plywood at 32 ga., 1-5/8- inch lap and 8- ACFoam II, Min. 0.25-inch BP -AA, (Optional) SBS-AA, max. 24-inch Yosemite inch dia. tin inch o.c. in FlintBoard ISO, Dens Deck SBS-AA, BP -AA, SBS-TA W-10 spans attached Venting Base caps with 11 three, equally ENRGY-3, H- HA primed with HA SBS-TA or SBS-AA, or'APP- -52.5 6-inch o.c. with Sheet ga. annular spaced, Shield Multi- ASTM D41 APP-TA SBS-TA or TA 8d common or ring shank nails staggered center Max FA33 primer APP-TA ring shank nails rows Min. 19/32-inch Glasbase, All 8-inch o.c. in 3- (Optional) Min. HA full full plywood at Weather 32 ga., 1-5/8-� inch lap and 8- 1.5-inch coverage or Min. 0.25-inch coverage or co BP -AA, (Optional) SBS-AA, max. 24-inch Empire, inch dia. tin inch o.c. in , ACFoam II, OB500, M- SECUROCK OB500, M- SBS-AA, BP -AA, SBS-TA W-11 spans attached Plexiglas Base, caps with li three, equally FlintBoard ISO, OSFA, A-PD, Gypsum -Fiber OSFA, A-PD, D SBS TA or SBS-AA, or APP- -60.0 6-inch o.c. with Poly SMS or ga. annular spaced, ENRGY 3, H- D-IS or CR- Roof Board IS or CR 20, 6- APP-TA SBS-TA or TA 8d ring shank ra oy Ultra PlSMS ring shank nails staggered center Shield or Multi- 20, 4-inch inch o.c. APP-TA nails rows Max FA3 O.C. Min. 19/32-inch 8-inch o.c. in 3- (Optional) Min. - plywood at 32 ga., 1-5/8- inch lap and 8- 1.5-inch Min. 0.25-inch BP -AA, (Optional) SBS AA, max. 24-inch Yosemite inch dia. tin inch o.c. in ACFoam II, SECUROCK SBS-AA, BP -AA SBS-TA W-12 spans attached Venting Base caps with 11 three, equally FlintBoard ISO, HA Gypsum -Fiber HA SBS-TA or SBS-AA, or APP- -60.0 6-inch o.c. with Sheet ga. annular spaced, ENRGY-3, H- Roof Board APP-TA SBS-TA or TA 8d ring shank ring shank nails staggered center Shield or Multi- APP-TA nails rows Max FA3 Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 6 of 46 J 0 ,I I PJNITi (ERD TABLE 1B: WOOD DECKS _ NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER — .SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof.Cover MDP Na• (See Note 1) Type Fasteners Attach Type Attach Base Ply Cap (psf) HYBRID SYSTEMS: Min. 15/32-inch thick exterior grade Min. 1.5-inch ACFoam II, FlintBoard ISO, H- Flintl'ast #12 or #14 with 1 per Min. 1.5-inch ACFoam II, HA, D-IS, M- W-13 plywood attached Shield or FlintBoard Flintl'ast 3" Z 1.33 ft FlintBoard ISO, H-Shield OSFA, M-PG1 SBS-SA-H (Optional) APP-TA APP-TA -67.5 per Code. ISOe. Insulation Plates or FlintBoard ISOH• or OB500 CONVENTIONAL SYSTEMS: Min. 23/32-inch Min. 1.5-inch ACFoam Min. 0.5-inch FM (Optional) BP -AA, SBS-AA, W-14 thick exterior grade II FlintBoard ISO, See Note 2 1 per 2 Approved Wood HA BP -AA or SBS-AA, SBS-TA SBS-TA or -45.0 * plywood attached ENRGY 3, H-Shield ftz Fiberboard, min. SBS-AA or APP-TA APP-TA per Code. inch FM Approved erlite perli Min. 23/32-inch Min. 1.5-inch ACFoam Min. 0.25-inch SECUROCK BP -AA, (Optional) BP -AA, SBS-AA, W-15 thick exterior grade If, FlintBoard ISO, See Note 2 1 per 2 Gypsum -Fiber Roof Board, HA SBS-AA, SBS-AA, SBS-TA SBS-TA or -45.0* plywood attached ENRGY 3H-Shield ft Dens Deck or Dens Deck SBS-TA or or APP-TA APP-TA per Code. , Prime APP-TA Min. 15/32-inch Min. 1.5-inch ACFoam FlintFast #12 or Optional additional layer(s) of base insulation HA, D-IS, M- W-16 thick exterior grade plywood attached II, FlintBoard ISO, H- Shield or FlintBoard #14 with FlintFast 3" 1 per Z 1.33 ft followed by Min. 0.25-inch OSFA, M-PG1 APP-TA (Optional) APP-TA APP-TA -67.5 per -Code. --- ----- -ISO e•- Insulation Plates SECUROCK Gypsum -Fiber yP - or OB500 Roof board Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 7 of 46 i �J �I TRINITY ERD TABLE 1C: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Base Insulation Top Insulation Layer Roof Cover No. (See Note 1) LaYer MDP (psf) T Type Fasteners Attach Base Ply Cap SELF -ADHERING SYSTEMS: _.. .. .. _ .. Min. 19/32-inch thick (Optional) One or more Min. 0.25-inch Dens Deck W-17 exterior grade plywood layers, any primed with FlintPrime SA See Note 2 1 per 1.33 ft z SBS-SA (Optional) SBS-SA SBS-SA -45.0 attached per Code. combination, loose laid Min. 19/32-inch plywood (Optional) One or more Min. 1.5-inch ACFoam II, - W-18 at max. 24-inch spans layers, any ENRGY 3, H-Shield, Multi- See Note 2 1 per 1.45 ft2 SBS-SA (Optional) SBS-SA SBS-SA -60.0 attached 6-inch o.c. with combination, loose laid Max FA3 or FlintBoard ISO 8d ring shank nails primed with FlintPrime SA HYBRID SYSTEMS: Min. 19/32-inch plywood at max. 24-inch spans (Optional) One or more Min. 1.5-inch ACFoam II, (Optional) BP -AA, SBS-AA, SBS- W-19 attached 6-inch o.c. with layers, any FlintBoard ISO, H-Shield, See Note 2 1 per 1.45 ft z SBS-SA-H SBS-AA, SBS-TA TA or APP-TA -60.0 8d ring shank nails combination, loose laid FlintBoard ISOH or APP-TA CONVENTIONAL SYSTEMS: Min. inch thick (Optional) One or more Min. 0.5-inch FM Approved (Optional) BP -AA, W-20 grade exteriorfor grade plywood layers, any Wood Fiberboardmin , . See Note 2 i per 2 ftZ BP -AA or SBS- SBS-AA, SBS-TA SBS-AA, SBS- -45.0* attached per Code. combination, loose laid 0.75-inch FM Approved AA or APP-TA TA or APP-TA perlite Min: 23/32-inch thick (Optional) One or more Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board, BP -AA, SBS- (Optional) BP -AA, SBS-AA, SBS- W-21 exterior grade plywood layers, any Dens Deck or Dens Deck See Note 2 1 per 2 f 2 AA, SBS-TA or SBS-AA, SBS-TA TA or APP-TA -45.0* attached per Code. combination, loose laid Prime APP-TA or APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by:, Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 8 of 46 �1 \I TRINITY I ERri TABLE 1D: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layer() Base or Anchor Sheet Roof Cover MDP No. (See Note 1) Type Attach Base Fasteners Attach Ply Cap (psf) SELF -ADHERING SYSTEMS: • _- Min. 19/32-inch 8-inch o.c. at min. 3-inch lap and 8- plywood at max 24- Min. 1.5-inch, One Prelim. inch o.c, in two, equally spaced, (Optional) W-22 inch spans attach 6- or more layers, Attach Flintlastic SA NailBase See Note 2 staggered center rows; Stress SBS-SA SBS-SA -82.5 inch o.c. using #8 any combination plates shall be primed with ASTM wood screws D41 primer or FlintPrime SA Min. 15/32-inch Flintfast 3 in. Insulation Plates 6-inch o.c. at min. 2-inch lap and 6- plywood at max 24- Min. 1.5-inch, One Prelim. with FlintFast #12 or #14; inch o.c. in three, equally spaced, (Optional) W-23 inch spans attach 6- or more layers, Attach Flintlastic SA NailBase Trufast MP3 with DP or HD; staggered center rows; Stress SBS-SA SBS SA 97.5 inch o.c. using #8 any combination OMG 3 in. Round Metal Plates plates shall be primed with ASTM wood screws with OMG #14 HD D41 primer or FlintPrime SA. Min. 15/32-inch Flintfast 3 in. Insulati6n Plates 6-inch o.c. at min. 2-inch lap and 6- plywood at max 24- Min. 1.5-inch, One Prelim. with FlintFast #12 or #14; inch o.c. in four, equally spaced, (Optional) W-24 inch spans attach 4- or more layers, Attach Flintlastic SA NailBase Trufast MP3 with DP or HD; staggered center rows; Stress SBS-SA SBS-SA -127.5 inch o.c. using #10 any combination OMG 3 in. Round Metal Plates plates shall be primed with ASTM wood screws with OMG #14 HD D41 primer or FlintPrime SA. HYBRID SYSTEMS: _ .. Min. 15/32-inch Glasbase; Flexiglas; Flintfast 3 in. Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch plywood at max'24- Min. 1.5-inch, One Prelim. , Flintlastic Base 20; with FlintFast #12 or #14; o.c. in three,'equally spaced, SBS-AA, SBS- W-25 inch spans attach 6- or more layers, Attach Poly SMS Base; Ultra Trufast MP3 with DP or HD; staggered center rows; Stress SBS-SA-H TA or APP-TA -97.5 inch o.c. using #8 any combination Poly SMS Base OMG 3 in. Round Metal Plates plates shall be primed with ASTM wood screws with OMG #14 HD D41 primer or FlintPrime SA. Min. 19/32-inch plywood at max 24- Min. 1.5-inch, One Prelim. Glasbase; Flexiglas; Flintlastic Base 20; 7-inch o.c. at 3-inch lap and 7-inch SBS AA, SBS- W-26 inch, spans attach 6- or more layers, Attach Poly SMS Base; Ultra See Note 2 o.c. in three, equally spaced, SBS-SA-H TA or APP-TA 105.0 inch o.c. using #8 any combination Poly SMS Base staggered center rows wood screws Min. 15/32-inch Glasbase; Flexiglas; Flintfast 3 in. Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch plywood at max 24- Min. 1.5-inch, One Prelim. Flintlastic Base 20; with FlintFast #12 or #14; o.c. in four, equally spaced, SBS-AA, SBS- W-27 inch spans attach 4- or more layers, Attach Poly SMS Base; Ultra Trufast MP3 with DP or HD; staggered center rows; Stress SBS-SA-H TA or APP-TA -127.5 inch o.c. using #10 any combination oy Base PlSMS B OMG 3 in. Round Metal Plates plates shall be primed with ASTM wood screws With OMG #14 HD D41 primer or FlintPrime SA. CONVENTIONAL SYSTEMS: Min. 23/32-inch thick exterior grade Min. 1.5-inch, One Prelim. Glasbase; All Weather/Empire Base; 12-inch o.c. at 4-inch lap and 36- BP -AA, SBS- SBS-AA, SBS- W-28 plywood attached or more layers, Attach Flexiglas Base; See Note 2 inch o.c. in two, equally spaced, AA, SBS-TA or TA or APP lA -30.0* per Code. any combination _Flintlastic Base 20; staggered center rows APP-TA Yosemite Min. 23/32-inch thick exterior grade Min. 1.5-inch, One Prelim. Glasbase; All Weather/Empire Base; 12-inch o.c. at 4-inch lap and 24- BP -AA, SBS- SBS-AA, SBS- W-29 plywood attached or more layers, Attach Flexiglas Base; See Note 2 inch o.c. in two, equally spaced, AA, SBS-TA or TA or APP TA -45.0* per Code. any combination Flintlastic Base 20; staggered center rows APP-TA Yosemite Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 9 of 46 ��TRINITY 1 ERD TABLE ID: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover MDP No. (See Note 1) Type Attach Base Fasteners Attach Ply Cap (psf) Min. 23/32-inch thick exterior grade Min. 1.5-inch, One Prelim. Poly SMS, Base; Ultra 12-inch o.c. at 4-inch lap and 36- BP -AA, SBS- SBS-AA, SBS- * W-30 plywood attached or more layers, Attach Poly SMS Base See Note 2 inch o.c. in two, equally spaced, AA, SBS TA or TA or APP-TA -45.0 per Code. any combination staggered center rows APP-TA Min. 15/32-inch Glasbase; Flexiglas; Flintfast 3 in. Insulation Plates (Optional) BP - plywood at max 24- Min. 1.5-inch, One Prelim. Flintlastic Base 20;' with FlintFast #12 or #14; 6-inch o.c. at 4-inch lap and 6-inch AA, SBS-AA, SBS-AA, SBS- W-31 inch spans attach 6- or more layers, Attach Poly SMS Base; Ultra Trufast MP3 with DP or HD; o.c. in three, equally spaced, SBS-TA or TA or APP-TA -97.5 inch o.c. using #8 any combination Poly SMS Base; OMG 3 in. Round Metal Plates staggered center rows. APP-TA wood screws Yosemite with OMG #14 HD Min. 15/32-inch plywood at max 24- Min. 1.5-inch, One Prelim. OMG 3 in. Round Metal Plates 6-inch o.c. at 4-inch lap, and 6-inch W-32 inch spans attach 6- or more layers, Attach Flintlastic APP Base T with OMG #14 HD o.c, in three, equally spaced, APP-TA APP-TA -97.5 inch o.c. using #8 any combination staggered center rows. wood screws Min. 19/32-inch Glasbase; Flexiglas; plywood at max 24- Min. 1.5-inch, One Prelim. Flintlastic Base 20; 7-inch o.c. at 3-inch lap and 7-inch BP -AA, SBS- SBS- AA,TA W-33 inch spans attach 6- or more layers, Attach Poly SMS Base; Ultra See Note 2 o.c. in three, equally spaced, AA, SBS-TA or TA or APP TA o -105.0 inch o.c. using #8 any combination Poly SMS Base; staggered center rows APP-TA wood screws Yosemite Min. 19/32-inch plywood at max.24- Min. 1.5-inch, One Prelim. OMG 3 in. Round Metal Plates 7-inch o.c. at 3-inch lap and 7-inch W-34 inch spans attach 6- or more layers, Attach Flintlastic APP Base T with OMG #14 HD or Dekfast o.c. in three, equally spaced, APP-TA APP-TA -105.0 inch o.c. using #8 any combination Hex Plate with Dekfast #14 staggered center rows wood screws Min. 15/32-inch Glasbase; Flexiglas; Flintfast 3 in. Insulation Plates 6-inch o.c. at 4-inch lap and 6-inch (Optional) BP - plywood at max 24- Min. 1.5-inch, One Prelim. Flintlastic Base 20; with FlintFast #12 or #14; o.c. in four, equally spaced, AA, SBS-AA, SBS-AA, SBS- W-35 inch spans attach 4- or more layers, Attach Poly SMS Base; Ultra Trufast MP3 with DP or HD; staggered center rows. Stress SBS-TA or TA or APP TA 127.5 inch o.c. using #10 any combination Poly SMS Base; OMG 3 in. Round Metal Plates plates shall be primed with ASTM APP-TA wood screws Yosemite with OMG #14 HD D41 primer or FlintPrime SA. Min. 15/32-inch plywood at max 24- Min. 1.5-inch, One Prelim. OMG 3 in. Round Metal Plates 6-inch o.c. at 4-inch lap and 6-inch W-36 inch spans attach 4- or more layers, Attach Flintlastic APP Base T with OMG #14 HD o.c. in four, equally spaced, APP-TA APP-TA -127.5 inch o.c. using #10 any combination staggered center rows. wood screws Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 10 of 46 �I TRINITY I ERD TABLE,SE-1: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Sym Z(See Deck 3 Base Sheet Roof Cover MDP (psf) Base Fasteners Attach Ply Cap Note 1) SELF -ADHERING SYSTEMS: Min. 15/32-inch plywood at 6-inch o.c. at min. 2-inch lap and 6-inch W-37 max 24-inch spans attach 6- Flintlastic SA NailBase Min. 1-inch long, 12 ga. o.c. in four, equally spaced, staggered- (Optional) SBS-SA -52.5 inch o.c. using 8d ring shank Simplex Metal Cap Nails center rows SBS-SA nails - Min. 19/32-inch-plywo6d at max. 24-inch spans attached 32 ga., 1-5/8-inch dia. 8-inch o.c. at min. 2-inch lap and 8-inch (Optional) W-38 6-inch o.c, with 8d common Flintlastic SA NailBase tin caps with 11 ga. o.c. in three, equally spaced, staggered SBS-SA SBS-SA -52.5 nails annular ring shank nails center rows Min. 19/32-inch plywood at max. 24-inch spans attached 6- 32 ga., 1-5/8-inch dia. 8-inch o.c. at min. 2-inch lap and 8-inch (Optional) W-39 inch o.c. with 8d ring shank Flintlastic SA NailBase tin caps with 11 ga. o.c. in three, equally spaced, staggered SBS-SA SBS-SA -60.0 nails or 4-inch o.c. with 8d annular ring shank nails center rows common nails Min. 19%32-inch plywood at 32 ga., 1-5/8-inch dia. 6-inch o.c. at min. 2-inch lap and 6-inch (Optional) W-40 max 24-inch spans attach 6- Flintlastic SA NailBase tin caps with 11 ga. o.c. in four, equally spaced, staggered SBS-SA SBS-SA -75.0 inch o.c. using #8 wood screws annular ring shank nails center rows Min. 19/32-inch plywood at 32 ga., 1-5/8-inch dia. 4-inch o.c. at min. 2-inch lap and 4-inch (Optional) W-41 max 24-inch spans attach 6- Flintlastic SA NailBase tin caps with 11 ga. o.c. in four, equally spaced, staggered SBS-SA SBS-SA -105.0 inch o.c. using #8 wood screws annular ring shank nails center rows HYBRID SYSTEMS' Min. 19/32-inch thick exterior Glasbase; Flexiglas; Flintlastic Base 20; All Weather/ 32 ga., 1-5/8-inch dia. 9-inch o.c. at 4-inch lap and 12-inch o.c. SBS-AA, SBS- W-42 grade plywood attached per Empire Base; Poly SMS Base; tin caps with it ga. in two, equally spaced, staggered center SBS-SA-H TA or APP-TA -45.0* Code. Ultra Poly SMS Base annular ring shank nails rows - Min. 15/32-inch plywood at Glasbase; Flexiglas; Flintlastic 6-inch o.c. at 3-inch lap and 6-inch o.c. W-43 max 24-inch spans attach 6- Base 20; All Weather / Mina 1-inch long, 12 ga. in four, equally spaced, staggered center SBS-SA-H SBS-AA, SBS- -52.5 inch o.c. using 8d ring shank Empire Base; Poly SMS Base; Simplex Metal Cap Nails TA or APP-TA nails Ultra Poly SMS Base rows Min. 19/32-inch plywood at max 24-incspans attach 6- Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. 8-inch o.c. at 4-inch lap and 8-inch o.c. AA, SBS- W-44 inch o.c. using 8d common Base 20; Poly SMS Base; tin caps with 11 ga. in three, equally spaced, staggered SBS-SA-H TA A oTA To r APP- -52.5 nails Ultra Poly SMS Base annular ring shank nails center rows Min. 19/32-inch plywood at max 24-inch spans attach 6- Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. 8-inch o.c. at 4-inch lap and 8-inch o.c. SBS-AASBS- W-45 inch o.c. using 8d ring shank Base 20• Poly SMS Base; tin caps with 11 ga. in three, equally spaced, staggered SBS-SA-H , TA or APP-TA -60.0 nails Ultra Poly SMS Base annular ring shank nails center rows Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. 6-inch o.c. at 4-inch lap and 6-inch o.c. SBS-AA, SBS- W-46 max 24-inch spans attach 6- Base 20; Poly SMS Base; tin caps with 11 ga. in four, equally spaced, staggered center . SBS-SA-H TA or APP-TA -82.5 inch o.c. using #8 wood screws Ultra Poly SMS Base annular ring shank nails rows Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 11 of 46 �I TRINITY I ERD TABLE 1E-1: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover No. (See Note i) MDP (psf) Base Fasteners Attach Ply Cap Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. 4-inch o.c. at 3-inch lap and 4-inch o.c. SBS-AA, SBS- W-47 max 24-inch spans attach 6- Base 20; Poly SMS Base; tin caps with 11 ga. in four, equally spaced, staggered center SBS-SA-H TA or APP-TA -105.0 inch o.c. using #8 wood screws Ultra Poly SMS Base annular ring shank nails rows CONVENTIONAL SYSTEMS: Glasbase; Flexiglas; Flintlastic Min. 19/32-inch thick exterior Base 20; All Weather / - 32 ga., 1-5/8-inch dia. 9-inch o.c. at 4-inch lap and 12-inch o.c. BP -AA, SBS- SBS-AA, SBS- W-48 grade plywood attached per Empire Base; Poly SMS Base,, tin caps with 11 ga. in two, equally spaced, staggered center AA, SBS-TA or TA or APP-TA -45.0* Code. Ultra Poly SMS Base; annular ring shank nails rows APP-TA Yosemite Min. 15/32-inch thick exterior Glasbase; Flexiglas; Flintlastic 9-inch o.c. at 2-inch lap and,18-inch o.c. (Optional) BP - W-49 grade plywood attached per Base 20; All Weather / Empire Base; Poly SMS Base; Simplex MAXX Cap in two, equally spaced, staggered center -A AA, SBSA, SBS-TA -A SBS-AA SBS- TA or APP-TA -45.0* Code. Yosemite rows APP-TA Min. 15/32-inch thick exterior 9-inch o.c. at 2-inch lap and 18-inch o.c. (Optional) W-50 grade plywood attached per Flintlastic APP Base T Simplex MAXX Cap in two, equally spaced, staggered center APP-TA APP-TA -45.0 * Code. rows Min. 15/32-inch plywood at - Glasbase; Flexiglas; Flintlastic BP - (Optional) BP - max 24-inch spans attach 6- Base 20; All Weather / Min. 1-inch long, 12 ga. 6-inch o.c. at 3-inch lap and 6-inch o-c. AA, SBS-AA, SBS-AA, SBS- W-51 inch o.c. using 8d ring shank Empire Base; Poly SMS Base; Simplex Metal Cap Nails in four, equally spaced, staggered center SBS-TA or TA or APP-TA -52.5 nails Ultra Poly SMS Base; rows APP-TA Yosemite Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. 8-inch o.c. at 4-inch lap and 8-inch o.c. BP -AA, SBS- W-52 max 24-inch spans attach 6- inch o.c. using 8d common Base 20; Poly SMS Base; Ultra Poly SMS Base; tin caps with 11 ga. in three, equally spaced, staggered AA; SBS-TA or SBS-AA SBS- TA or APP-TA -52.5 nails Yosemite annular ring shank nails center rows APP-TA Min. 15/32-inch thick exterior Glasbase; Flexiglas; Flintlastic 9-inch o.c. at 2-inch lap and 12-inch o.c. (Optional) BP - W-53 grade plywood attached per Base 20; All Weather / Simplex MAXX Cap in two, equally spaced, staggered center , SBS-AA, SBS- -52.5 Code. Empire Base; Poly SMS Base; - or SBS-TA TA or SBS-TA TA or APP-TA Yosemite rows APP-TA Min. 15/32-inch thick exterior 9-inch o.c. at 2-inch lap and 12-inch o.c. (Optional) W-54 grade plywood attached per Flintlastic APP Base T Simplex MAXX Cap in two, equally spaced, staggered center APP-TA APP-TA -52.5 Code. rows Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic 32 ga., 1-5/8-inch dia. 8-inch o.c. at 4-inch lap and 8-inch o.c. BP AA, SBS- W-55 max spans attach 6- u Base Poly SMS Base; tin caps with 11 ga. in three, equally spaced, staggered AA, SBS-TA or SBS-AA, SBS- -60.0 inch o.c. using 8d ring shank .c. i Ultra Poly SMS Base; Poly annular ring shank nails center rows APP-TA TA or APP-TA nails Yosemite Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; 32 ga., 1-5/8-inch dia. 6-inch o.c. at 4-inch lap and 6-inch o.c. BP -AA, SBS- SBS-AA, SBS- - W-56 max 24-inch spans attach 6- Ultra Poly SMS Base; tin caps with 11 ga. in four, equally spaced, staggered center AA, SBS-TA or TA or APP-TA -82.5 inch o.c. using #8 wood screws Yosemite annular ring shank nails rows APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 12 of 46 Q"TRINITY I ERD TABLE lE-1: WOOD DECKS — NEW CONSTRUCTION oR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover No. (See Note 1) MDP (psf) Base Fasteners Attach Ply Cap Min. 15/32-inch thick exterior Glasbase; Flexiglas; Flintlastic Base 20; All Weather / - 6-inch o.c. at 2-inch lap and 6-inch o.c. (Optional) BP - AA, SBS-AA, SBS- W-57 grade plywood attached per Empire Base; Poly SMS Base; Simplex MAXX Cap in two, equally spaced, staggered center , - or TA or SBSTA TA or APP-TA -90.0 Code. Yosemite rows APP-TA Min. 15/32-inch thick exterior 6-inch o.c. at 2-inch lap and 6-inch o.c (Optional) W-58 grade plywood attached per Flintlastic APP Base T, Simplex MAXX Cap in two, equally spaced, staggered center APP-TA APP-TA -90.0 Code. rows Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic gase`20; Poly SMS Base; 32 ga., 1-5/8-inch dia. 4-inch o.c. at 3-inch lap and 4-inch o.c. BP -AA, SBS- SBS-AA, SBS- W-59 max 24-inch spans attach 6- Ultra Poly SMS Base; tin caps with 11 ga. in four, equally spaced, staggered center AA, SBS-TA or TA or APP-TA -105.0 inch o.c. using #8 wood screws _ Yosemite annular ring shank nails rows APP-TA Min. 15/32-inch thick exterior Glasbase; Flexiglas; Flintlastic 6-inch o.c. at 2-inch lap and 6-inch O.C.Base (Optional) BP - W-60 grade plywood attached per 20; All Weather/ Simplex MAXX Cap in three, equally spaced, staggered AA, SBS-AA, SBS-AA, SBS- -105.0 Code. Empire Base; Poly SMS Base; center rows SBS-TA or TA or APP-TA Yosemite APP-TA Min. 15/32-inch thick exterior 6-inch o.c. at 2-inch lap and 6-inch o.c. (Optional) W-61 grade plywood attached per Flintlastic APP Base T Simplex MAXX Cap in three, equally spaced, staggered APP-TA APP-TA -105.0 Code. center rows Exterior Research and Design, LLC. d/b/a TrinitylERD _ Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 13 of 46 \Q TRINITY [ERD TABLE 1E-2: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck ;' Base Sheet Roof Cover No. - (See Note 1) MDP (psf) Base Fasteners Attach "Ply Cap SELF -ADHERING SYSTEMS: - Min. 19/32-inch plywood at 8-inch o.c: at min. 3-inch lap -and 8-inch o.c. W-62 max 24-inch spans attach 6- Flintlastic SA NailBase See Note 2 in two, equally spaced, staggered center (Optional) SBS-SA -82.5 inch o.c. using #8 wood screws rows. Stress plates shall be primed with (ASTM D41 primer or FlintPrime SA SBS-SA Flintfast 3 in. Insulation 6-inch o.c. at min. 2-inch lap and 6-inch o.c. Min. 15/32-inch plywood at _ Plates with FlintFast #12 or in three, equally spaced, staggered center (Optional) W-63 max 24-inch spans attach 6- Flintlastic SA NailBase #14;.Trufast MP3 with DP or rows. Stress plates shall be primed with SBS-SA SBS-SA -97.5 inch o.c. using #8 wood screws HD; OMG 3 in. Round Metal ASTM D41 primer or FlintPrime SA. Plates with OMG #14 HD Min. 15/32-inch plywood at Flintfast 3 in. Insulation Plates with FlintFast #12 or 6-inch o.c. at min. 2-inch lap and 6-inch o.c. W-64 max 24-inch spans attach 4- Flintlastic SA NailBase #14; Trufast MP3 with DP or in four, equally spaced, staggered center (Optional) SBS-SA -127.5 inch o.c. using #10 wood HD; OMG 3 in. Round Metal rows. Stress plates shall be primed with SBS-SA screws Plates with OMG #14 HD ASTM D41 primer or FlintPrime SA. HYoRID'SYSTEMS: Min. 15/32-inch plywood at Glasbase; Flexiglas; Flintfast 3 in. Insulation Plates with FlintFast #12 or 6-inch o.c. at 4-inch lap and 6-inch o.c. in SBS-AA, W-65 max 24-inch spans attach 6- Flintlastic Base 20; Poly #14; Trufast MP3 with DP or three, equally spaced, staggered center SBS-SA-H SBS-TA or -97.5 inch o.c. using #8 wood screws SMS Base Ultra Poly SMS HD; OMG 3 in. Round Metal rows. Stress plates shall be primed with APP-TA Base Plates with OMG #14 HD ASTM D41 primer or FlintPrime SA. Min. 19/32-inch plywood at las Flexi g; Glasbase;SBS-AA, W-66 max 24-inch spans attach 6- Flintlastic Base 20; Poly See Note 2 7-inch o.c. at 3-inch lap and 7-inch o.c. in SBS-SA-H SBS-TA or -105.0 inch o.c. using #8 wood screws SMS Base; Ultra Poly SMS three, equally spaced, staggered center rows APP-TA Base J Min. 15/32-inch plywood at Glasbase; Flexiglas; Flintfast 3 in. Insulation Plates with Flint Fast #12 or 6-inch o.c. at 4-inch lap and 6-inch o.c. in SBS-AA, W-67 max 24-inch spans attach 4- Flintlastic Base 20; Poly Trufast MP3 with four, equally spaced, staggered center rows. SBS-SA-H SBS-TA or -127.5 inch o.c. using #10 wood SMS Base; Ultra Poly SMS HD;#14 HD; OMGs et l 3 in. Round Metal Stress plates shall be primed with ASTM D41 APP-TA screws Base with Plates with OMG-#14 HD primer or FlintPrime, SA. CONVENTIONAL SYSTEMS: Min. 23/32-inch thick exterior Glasbase; AllWeather/Empire Base; 12-inch o.c. at 4-inch lap and 36-inch o.c. in BP -AA, SBS- SBS-AA, W-68 grade plywood attached per Flexiglas Base; Flintlastic See Note 2 two, equally spaced, staggered center rows SBS-TA SBS-TA or 30.0 * Code. Base 20; Yosemite or APP-TA APP-TA Min. 23/32-inch thick exterior Glasbase; All Weather/Empire Base; 12-inch o.c. at 4-inch lap and 24-inch o.c. in BP -AA, SBS- SBS-AA, W-69 grade plywood attached per Flexiglas Base; Flintlastic See Note 2 two, equally spaced, staggered center rows AA SBS-TA SBS-TA or -45.0* Code. Base 20; Yosemite or APP-TA APP-TA Exterior Research and Design, LLC. d/b/a TrinityjERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report 3520.03.04-R9 for FL2533-R9 Revision 9: 08/27/2013 Appendix 1, Page 14 of 46 ►I C)o -I TRINITY I ERD TABLE 1E-2: WOOD DECKS - NEW. CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover No. (See Note 1) MDP (psf) Base Fasteners Attach Ply Cap Min. 23/32-inch thick exterior Poly SMS Base; Ultra Poly 12-inch o.c. at 4-inch lap and 36-inch o.c. in BP -AA, SBS- SBS-AA, W-70 grade plywood attached per SMS Base See Note 2 two, equally spaced, staggered center rows AA SBS-TA SBS-TA or -45.0* Code. or APP-TA APP-TA Glasbase; Flexiglas; Flexig Flintfast 3 in. Insulation (Optional) Min. 15/32-inch plywood at Flintlastic Base 20; Poly Plates with FlintFast #12 or 6-inch o.c. at 4-inch lap and 6-inch o.c. in BP -AA, SBS- SBS-AA, W-71 max 24-inch spans attach 6- SMS Base; Ultra Poly SMS #14; Trufast MP3 with DP or staggered center rows three, equally spaced, SBS-TA AASBS-APP-T SBS-TA or -97.5 inch o.c. using #8 wood screws gases. Yosemite HD; OMG 3 in. Round'Metal , or APP-TA Plates with OMG #14 HD Min. 15/32-inch plywood at OMG 3 in. Round Metal 6-inch o.c. at 4-inch lap and 6-inch o.c. in W-72 max 24-inch spans attach 6- Flintlastic APP Base T Plates with OMG #14 HD three, equally spaced, staggered center APP-TA APP-TA -97.5, inch o.c. using #8 wood screws rows. Min. 19/32-inch plywood at Glasbase; Flexiglas; Flintlastic Base 20; Poly 7-inch o.c. at 3-inch lap and 7-inch o.c. in BP -AA, SBS- SBS-AA, W-73 max 24-inch spans attach 6- SMS Base; Ultra Poly SMS See Note 2 three, equally spaced, staggered center rows AA SBS-TA APP-TA SBS-TA or -105.0 inch o.c. using #8 wood screws Base; Yosemite or APP-TA Min. 19/32-inch plywood at OMG 3 in. Round Metal W-74 max 24-inch spans attach 6- Flintlastic APP Base T Plates with OMG #14 HD or 7-inch o.c. at 3-inch lap and 7-inch o.c. in APP-TA APP-TA -105.0 inch o.c. using #8 wood screws Dekfast Hex Plate with three, equally spaced, staggered center rows Dekfast #14 Min. 15/32-inch plywood at Glasbase; Flexiglas; Flintfast 3 in. Insulation Plates with FlintFast #12 or (Optional) SBS-AA, W-75 max 24-inch spans attach 4- Flintlastic Base 20; Poly #1 Tru #14; Trufast MP3 with DP or 6-inch o.c. at 4-inch lap and 6-inch o.c. in BP -AA, SBS- SBS-TA or -127.5 inch o.c. using #10 wood SMS Base; Ultra Poly SMS 3 in. Round Metal four, equally spaced, staggered center rows AA, SBS-TA APP-TA screws Base; Yosemite Plates with OMG #14 HD or APP-TA Min. 15/32-inch plywood at W 76 max 24-inch spans attach 4- Flintlastic APP Base T OMG 3 in. Round Metal 6-inch o.c. at 4-inch lap and 6-inch o.c. in APP-TA APP-TA -127.5 inch o.c. using #10 wood Plates with OMG #14 HD four, equally spaced, staggered center rows. screws TABLE 1F: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System Deck Roof Cover No. (See Note 1) Primer MDP (psf) Base Ply Cap W-77 Min. 19/32-inch plywood at max 24-inch spans FlintPrime SA SBS-SA (Optional) SBS-SA SBS-SA -127.5 attach 6-inch o.c. using #8 wood screws Exterior Research and Design, LLC. d/b/a Trinity]ERD Evaluation Report 3520.03.04-R9 for FL2533-R9 s Certificate of Authorization #9503 Revision 9: 08/27/2013 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 15 of 46 M IAMI-DADE MIAMI-DADE COUNTY, FLORIDA ME PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 261h Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 2474 T (786) 315-2590 !: (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) .WbqLd1nA Jeld-Wen, Inc (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction rnatefials. The documentation submitted has been reviewed and accepted by Miami --Dade County BNC- 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 Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purpos .. If this product or material fails to perform in the accepted manner, the manufacturer will incur the e , e of such testing and the AHJ may immediately revoke, modify, or suspend the use of such prodt� a •ial within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is dete ian '-Dade County Product Control Section that this product or material fails to meet the requirei� , applicable building code. This product is approved as described herein, and has be d sr e t omply with the Florida Building Code, including the High Velocity Hurricane Zone. , � A& DESCRIPTION: Series "Premium Atlantic PVC Single Hung - L.M.I. APPROVAL DOCUMENT: Drawing No. 10-JWNOAa, titled "Premium Atlantic Vinyl 8100 Single Hung Window Large Missile Impact Resistant", sheets 1 through 18 of 18, dated 06/29/10 with revision "03" dates! 05104111, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P. E., bearing the Miami --Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section, .].MISSILE IMPACT RATING: Large Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein: 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, acid/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 of NOA. 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 consists of this page I, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. nMIAM12=�ZEMCINTY NOA No. 10-1025.01 Expiration Date: June 23, 2016 Approval Date: June 23, 2011 Page I Jeld—Wen, Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 10—JWN-0015a, titled "Premium Atlantic Vinyl 8100 Single Hung Window Large. Missile Impact Resistant", sheets 1 through 18 of 18, dated 06/29/10 with revision "03" dated 05/04/11, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210--3624-1, dated 12/09/2009, signed and sealed by Gerard J. Ferrara, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of single hung window, prepared by National Certified Testing Laboratories, Test Report No. NCTL-210-3624--2, dated 12/08/2009, signed and sealed by Gerard J. Ferrara, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, prepared by Engineering Express, dated 09/30/2010, signed, sealed and dated 06/09/2011 by Frank L. Bennardo, P. E. Complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami —Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. r• Jaime D. Gascw, . E. Product Control Section Supervisor NOA No. 10-1025.01 Expiration Date: June 23, 2016 Approval Date; June 23, 2011 E-1 Jeld—Wen, Inc (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No, 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 10-0909.05 revises 99-0113.05 issued to Mikron Industries, Inc, (a division of Quanex) for "White PVC Extrusions for Windows and Doors qualifying for AAMA 303, Voluntary Specification for Poly (Vinyl Chloride) (PVC) Exterior Profiles by AAMA Fenestration Exterior Profile Certification Program" dated 10/1/2010, expiring on 9/30/2011. F. STATEMENTS 1. Statement letter of compliance with the FBC-2007, dated 10/04/2010, signed and sealed by Frank L. Bennardo, P. E. 2. Statement letter of no financial interest and conformance, dated 10/04/2010, signed and sealed by Frank L. Bennardo, P. E. 3, Laboratory compliance letter for Test Reports No.'s NCTL-210-3624-1 and NCTL-21.0-3624-2, issued by National Certified Testing Laboratories, Inc., dated 12/09/2009, both sighed and sealed by Gerard J. Ferrara, P. E. 4. Proposal No. 09-1988 issued by Product Control, dated 09/22/2009, signed by Renzo Narciso, G. OTHERS 1, None. E-2 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 10-1025.01 Expiration Date: June 23, 2016 Approval Date: June 23, 2011 PREMIUM ATLANTIC VINYL SERIES 8100 SINGLE HUNG LARGE MISSILE IMPACT RESISTANT (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) ELEVA ANCHI 48.50" MAX D.L.O. WIDTH ON FIXED SASH SP u A`- Gx7 x LA O 6i � 0 El W xDX Q� 12 �Z z 13 A B hD � �Z O 12 / xz E u O 14 ____ ___________ ____________________ z 12 T pz w 4 REINFORCEMENT V = N o L9 u+� IN FIXED ^ Ci MEETING AND VENT RAIL SASH, SEE SECTIONS �V B Q F = o O TI LC 46.00" MAX D.L.O. WIDTH EA S ON ACTIVEASH / SEE A TION. )R LO SH CP SEMB TCH U " FRO D _T LAY CATEL CH EN (2) 0.75"x0.15" WEEPHOLES IN FRAME SILL, 3" 52.125"x75" FRAME FROM EACH JAMB STANDARD ELEVATION W/O CLIPS 1 N.T.S. EXTERIOR ELEV i FOR (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) CATIONS. 48.50" MAX D.L.O. WIDTH ON FIXED SASH M LOCK _Y, )GATED = M EACH d 0 2 O x xQ 'u v f xU' 13 A B E = t\ = a 12 o w� f z 14 a 12 ___________ __________ = 2' oC vi Z n 15 // REINFORCEMENT IN MEETING FIXED 4l = RAIL X o } AND VENT SASH, E SEE SECTIONS p CH AT D a NO N ,SASH CAM LOCK ASSEMBLY, LATCH LOCATED 6%"FROM EACH END TILT LATCH LOCATED AT EACH END 46.00" MAX D.L.O. WIDTH - (2) 0.75"x WEEPHOLES IN IN ON ACTIVE SASH FRAME SILL, 3" 52.125"x75" FRAME FROM EACH JAMB 2 ORIEL ELEVATION' W O CLIPS 1 N.T.S. EXTERIOR ELEV GLAZING TYPE GLAZING TYPE 7/8°INSULATED LAMINATED 7/8"INSULATED LAMINATED 1/8" ANN 1/8" ANN 13/32" GAP 0.090" DUPONT SGP 11/32" GAP 0.090" DUPONT SGP OR PVB INTERLAYER OR PVB INTERLAYER 1/8" ANN 1/8" ANN 3/36" ANN 1/8" ANN " 1/2" MIN. 0 0 LASS BITE 3 14 3 14 NG 995 DOW CORNING 995 LDOWCORNING SILICONE STRUCTURAL SILICONE EXTERIOR EXTERIOR INTERIOR GLASS SETTING BLOCKS 7H ER GLASS SETTING BLOCKS 7 SUPERSPACER (65 DUROMETER) BY EDGETE� H (85 DUROMETER) ^ SEE GENERAL NOTES #5 AND #6 GLAZING DETAILS (MINIMUM) N.T.S. VERT SECTION U ALLOWABLE ,z, Z® DESIGN PRESSURES w ALL$ Z •may +50 PSF ZW ` z5€�d -60 PSF Lm Wo z WW�93� ul GENERAL NOTES c�� . o 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING ' CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201, TAS 202, TAS 203 & ASTM 3 E1300-04 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=I.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE = $- GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES !{( NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS AND SUBMIT FOR ? W E V O ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN CONJUNCTION WITH THIS DOCUMENT. u� _ n S. FOR INSTALLATIONS UP TO 30' MAX ABOVE GRADE, THE ro O U $ i C SYSTEM DETAILED HEREIN IS LARGE MISSILE IMPACT RESISTANT NOT IMPACT PROTECTION. ` cw7 AND DOES REQUIRE ADDITIONAL 6. FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE, , C Q g THE SYSTEM DETAILED HEREIN SHALL BE PROTECTED WITH AN - g IMPACT RESISTANT COVERING WHEN INSTALLED WITHIN WIND-BORNE DEBRIS REGIONS AS DEFINED IN ASCE 7-05. £ 7. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE a EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. OPTIONAL WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED c '- PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 8. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, ' GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM = TENSILE YIELD STRENGTH OF 60 KSI. - 9. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CODE AND SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS REQUIRED. 10. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE. ALL WOOD SHALL BE PROTECTED FROM EXPOSURE AND FROM CONTACT WITH DISSIMILAR MATERIALS IN EEE ACCORDANCE WITH THE ABOVE REFERENCED BUILDING CODE. ,I the in ., 52.125' MAX FRAME WIDTH (EXCLUDING SNAP -ON FLANGE) 6" MAX 10.425' O.C. I' MAX, TYP. 6" MAX 2° MAX 6" MAX 2' MAXT- 6"MAX j / DENOTES ANCHOR THROUGH FRAME, Ci a TYPICAL ALL SIDES O 0 s B" O.C. MAX, TYP. TILT LATCH B LOCATED AT I EACH END SASH CAM LOCK ASSEMBLY, LATCH LOCATED 639" d a I EACH 46 FROM EACH END = ALLOWABLE ----------------ROM -------------- CLUSTER OF(5)ANCHORS 3• �'-�- It" DESIGN PRESSURES TYP \ 177 AT ENDS OF HORIZONTAL, SPACED 3" O.C. i od +50 PSF REINFORCEMENT vi ii INFIXED X �w -60 PSF MEETING RAIL AND VENT SASH, T SEE SECTIONS U d (gyp/�B o� Z. W2EE . 5"X0. IN FRAME NOTE: MINIMUM ANCHOR SPACINGS SHOWN HEREIN APPLY -TO BOTH STANDARD AND ORIEL WINDOWS. tSILL, 3"LES FROM EACH JAMB / T 6" MAX L6" MAX 6° MAX F 10.425' O.C. MAX MAX, TYP. { 6° 52.125"x75" FRAME W/O CLIPS THRU-FRAME ANCHOR ELEVATION 2 N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST STRUCTURE: • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4- MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): • #14 WOOD SCREWS WITH 1-112" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. • 1/4.'LAG SCREWS WITH 1-1/2' MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. TO 16 GAUGE MINIMUM STEEL STUD: • #14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2" MIN EDGE DISTANCE. y�(EXCLUDING NAIL FIN) 7" D.C. MAX, TYP. 2" MAX 2" MAX / T DENOTES ANCHOR THROUGH NAIL FIN, TYPICAL ALL SIDES 0 TILT LATCH LOCATED AT B EACH END SASH CAM LOCK 61 z 5 ASSEMBLY, LATCH = v LOCATED 6/B' EACH END g ti C _-______FROM ---- ----- ----- j o� 8" O.C. o REINFORCEMENT `, IN FIXED E MAX, TYP, •'�}r' vi n MEETING RAIL , ` I AND VENT SASH, SEE SECTIONS 1 (2) 0.75'xO.15"WEEPHOLFS IN FRSILL, :JAMB 3" FROM EAC 1 I I I 1 I I 7" O.C. 2' MAX 2" MAX -L- 2" MAX 2° MAX MAX, TYP. 52.125"x75" FRAME W/O CLIPS 2 NAIL -FIN ANCHOR ELEVATION 2 N.T.S. EXTERIOR ELEV ANCHOR NOTES: NAIL -FIN ANCHOR SCHEDULE: 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. #14 WOOD SCREWS WITH 1-1/2' MIN. THREAD PENETRATION 3. ENSURE MINIMUM 1" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. AND O MIN EDGE DISTANCE. 4. UNLESS OTHERWISE NOTED HEREIN, WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4' EDGE • 1/4' LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 1/2° MIN EDGE DISTANCE. 5. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRDCrU _. IT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ, A ONE-TIME SITE -SPECIFIC IF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDING CODE NCE OFFICE PRODUCT CONTROL DIVISION. FOR SITE CONDITIONS DIFFERENT FROM THE )NS DETAILED HEREIN OUTSIDE THE HVHZ, THE BUILDING OFFICIAL MAY REQUIRE A ONE-TIME CIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND THE DEVIATION. IR SHAPES QUALIFIED HEREIN, THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE ppmed as complying with the AS CORNERS, WITH ANCHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE I DISTANCE FROM CORNERS NOTED HEREIN. Iorlda Bull Hag / oil HERE EXISTING STRUCTURE 1S WOOD FRAMING EXISTING CONDITIONS MAY VARY. FIELD VERIFY ate OAf! O O 'TENERS ARE INTO ADEQUATE WOOD FRAMING �1EMBERS, NOT INTO PLYWOOD. ntco! >TIONAL PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO R LOADS TO THE EXISTING STRUCTURE. P y Z® e�OiN g Q �m Y W� LLL 0 w ;=r cs ¢gu" � `• WW ~m w� �9 mow w.. S Lu ED _� z���= �."7 mSIY �zt;; 5V1pp `^ O OQ g F 0 52.125" MAX FRAME WIDTH _ (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) 10.425" O.C. MAX, TYP 6" I MAX I MAX DENOTES ANCHOR THROUGH FRAME, jTYPICAL ALL SIDES 6" MA)r` 0 SASFAMLOCK ASSEMBLY, LATCH LOCATED 6%" FROM EACH END I" t 12 -LLUJ I CK UY IJ ANUIUK`.S� AT ENDS OF H RIZONTAL, SPACED 3" O.C. v 15 REINFORCEMENT IN FIXED MEETING RAIL AND VENT SASH, o a�' t,HxID J SEE SECTIONS fi 6" MAX ALLOWABLE DESIGN PRESSURES 11.96"D.C. +50 PSF MAX,TYP. -60 PSF Z TILT LATCH z LOCATED AT Gi d EACH END = q 1 w z cc m �o z NOTES: f___MWIMUM ANCHOR SPACINGS SHOWN HEREIN APPLY TO APPLY TO BOTH STANDARD AND ORIEL WINDOWS. i TYP. z 2. THE FRAME SIZE, ACTIVE SASH D.L.O., AND o L9 FIXED SASH D.L.O. OF SHAPED UNITS SHALL FIT vi z WITHIN THE DIMENSIONS SHOWN FOR ^ S RECTANGULAR UNITS ON SHEETS 1 AND 2. 6" MAX I I IL6° MAX 6" MAX 1 2 00.425" O.C. 6„ MAX 13 MAX, TYP (2) C.75"x0.15' W EEPHOLES IN FRAME SILL, 3" FROM EACH JAMB 52.125"x75" ARCHED W/O CLIPS i1 THRU-FRAME ANCHOR ELEVATION 3 N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST STRUCTURE: • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4- MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): • #14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. TO 16 GAUGE MINIMUM STEEL STUD: • #14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2' MIN EDGE DISTANCE. ANCHOR NOTES: 1. SEE ANCHOR ELEVATION FOR ANCHOR 2. ANCHORS SHALL BE INSTALLED IN AM 2" 6' MAX 52.125" MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) 7' O.C. MAX, TYP.t-----4 2" DENOTES ANCHOR THROUGH NAIL FIN, TYPICAL ALL SIDES 0 ASSEMBLY, SASH CAM LOCK LATCH LOCATED 6�/g° FROM EACH END -------------------- ,-[—,�--F�-------------- / REINFORCEMENT MELTING RAIL X IN FIXED AND VENT SASH, SEE SECTIONS A B 2" MAX z L(9 O TILT LATCH i7 q LOCATED AT ! y EACH END 3335 0 �z z= � oz 8" O.C. o L9 fAX, TP. o u X / ,— --------------- - -------------------- 2° MAX I I I 2° MAX 2 MAX r 1 2 f�T MAX, TYP. 2" MAX 13 (2) 0.75"x0.15' WEEPHOLES IN FRAME SILL, 3" FROM EACH JAMB 52.125"x75" ARCHED W/O CLIPS z NAIL FIN ANCHOR ELEVATION 3 N.T.S. EXTERIOR ELEV NAIL -FIN ANCHOR SCHEDULE: RECOMMENDATIONS. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): TO HOLLOW BLOCK. #14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION )W FACE OF WOOD STUD AND 1/2" MIN EDGE DISTANCE. STUD (i.e. 3/4" EDGE • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND OD HOST STRUCTURE. 1/2" MIN EDGE DISTANCE. 0 Z p r® ri V 0(�� U NzLm ag LI w ,ni'E DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ, A ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ, THE BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, lO-JWN-OO scAl.e: - PAac DeecRlPrlol SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED APCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. B. FOR SHAPES QUALIFIED HEREIN, THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE Approved as complying wilt the _ TREATED AS CORNERS, WITH ANCHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE Fiorldo H din MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. Dote O 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY NOA0 'L5.OI THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. etrol 10. OPTIONAL PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO - TRANSFER LOADS TO THE EXISTING STRUCTURE. By -��tiJJI 6" MAX 6" MAX 1 plTYPf 12 1 T_ U (o V m 6" MAX 6" MAX _ 52.125" MAX FRAME WIDTH 5MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) (EXCLUDINNGG NAIL FIN OR SNAP -ON FLANGE) 10.42S- O. MAX npC %� 7" D.C. MAX, TYP. ALLOWABLE DESIGN PRESSURES O+50 PSF i" 0 TILT LATCH 6 MAX w -60 PSF z" 2" LOCATE END Hz MAX MAX 6- g � TILT LATCH A B MAX V V LEACHED END MAX = Z Z SASH CAM LOCK d a SASH CAM LOCK 4 ASSEMBLY, LATCH LOCATED = < 2" ASSEMBLY, LATCH LOCATED = Q 6%" FROM EACH END t N MAX 61/8 FROM EACH END F v=i --------------------------- _______ I o g o j CLUSTER OF(5)ANCHORS 3" 15 / m AT ENDS OF HORIZONTAL, Typ SPACED 3" O.C. c z o z Ei X o z 8" D.C. o t9 , = MAX, TYP. vi Z REINFORCEMENT ^ C NOTES: REINFORCEMENT ^ Z IN FIXED 1. MINIMUM ANCHOR SPACINGS SHOWN HEREIN IN FIXED MEETING RAIL O APPLY TO BOTH STANDARD AND ORIEL u AND VENT SASH, �iS WINDOWS. STANDARD WINDOWS SHOWN HERE. MEETING RAIL B SEE SECTIONS 2. THE FRAME SIZE, ACTIVE SASH D.LA., AND AND VENT SASH, FIXED SASH D.L.O. OF SHAPED UNITS SHALL FIT A B SEE SECTIONS WITHIN THE DIMENSIONS SHOWN FOR RECTANGULAR UNITS ON SHEETS 1 AND 2. T 16" MAX l 2 F10.425" MAX, TYOP..C.{ 6" MAX 1 (2) 0.75'7c0.15" WEEPHOLES IN FRAME SILL, 3- FROM EACH JAMB 25"x75" HALF -ROUND W/O CLIPS J-FRAME ANCHOR ELEVATION d. / N.T.S. EXTERIOR ELEV THRRU/-FRAME ANCHOR SCHEDULE: ANCHOR NOTES: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST 1. SEE ANCHOR ELEVATION FOR ANCHOR STRUCTURE: 2. ANCHORS SHALL BE INSTALLED IN AC( • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD 3. ENSURE MINIMUM 1" EDGE DISTANCE BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4' 4. UNLESS OTHERWISE NOTED HEREIN. V MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): • #14 WOOD SCREWS WITH 1-112" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-112" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. TO• 16 GAUGE MINIMUM STEEL STUD: #14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2" MIN EDGE DISTANCE. 6. NOT BE BE 2' MAX � 2" MAX 1 7" O.C. 2 MAX, TYP. 2" MAX 13 (2) 0.75"x0.15" WEEPHOLES IN FRAME SILL, 3" FROM EACH JAMB 52.125"x75" HALF -ROUND W/O CLIPS r21 NAIL FIN ANCHOR ELEVATION t} N.T.S. EXTERIOR ELEV NAIL -FIN ANCHOR SCHEDULE: SPACING. RECOMMENDATIONS. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): I CONCRETE & TO HOLLOW BLOCK. ) CONCRETE & . *14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION TEN TO NARROW FACE OF WOOD STUD AND 3/2" MIN EDGE DISTANCE. (MIN) WOOD STUD (i.e. 3/4" EDGE • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 1/2" MIN EDGE DISTANCE. -RAIN OF WOOD HOST STRUCTURE. 55 OR GREATER DENSITY. INIMUM EMBEDMENT AND EDGE SITE -SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. 8. FOR SHAPES QUALIFIED HEREIN, THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE TREATED AS CORNERS, WITH ANCHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 10. OPTIONAL PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. u o :D N •+ a® "l 0M E a Wa) LuLL90 ZcIll L- 6 ym�=o WW �93� WrL j OWV 3 'o Lu S W M� zl � m ~ Z Q 8 " U) v oQ0 tea! mEly _ �o u�< a Qs� a Approved w complying with Ow PAGE DR CREPT Flm Ifl din •de Deto,s0 ( 1 NOAl1 6.01 !L vdR::tlControl By A NK L 36.000" MAX FRAME WIDTH 36.000" MAX FRAME WIDTH HF PE00 65g9 NARDOt P.E.; (EXCLUDING NAIL FIN (EXCLUDING NAIL FIN - ORSNAP-ONFLANGE) OR SNAP -ON FLANGE) GLAZING TYPE 06 7/8"INSULATED LAMINATED 1/8" ANN 13/32" GAP 0.090" DUPONT SGP SASH CAM LOCK SASH CAM LOCK OR PVB INTERLAYER U ASSEMBLY, LATCH ASSEMBLY, LATCH 1/8" ANN 1/8" ANN Z p N a x x LOCATED 67/" LOCATED 67/' 0 1LASS BITE Q ® A N FROM EACH END 87 x FROM EACH END 3 14 W w 1 �. O3 O w ¢ w DOW CORNING 995 W W° w m V e3 L9 rn = STRUCTURAL SILICONE Z ; V X F z d X g EXTERIOR INTERIOR rrnn Q t7 '^ 0 z z SUPERSPACER U 4 N m0 w MLOCATEDw 0 z 0 GLASS SETTING BLOCKS 7 BY EDGETECH Z L!u� � C m 0 (85 DUROMETER) 0 12 m =i xz 1 824 04 Lu iu 14 �VI vVi NK3S 3 �0 12 �0 Ow✓ .y lu LLz 14 z ,�.10� 8 fir` S lx7 oz �z RL GLAZING TYPE 'Z l7 O N n p n? 7/8"INSULATED LAMINATED 3 j REINFORCEMENT = x REINFORCEMENT S o % IN FIXED () U IN FIXED 1/8" ANN MEETING RAIL 0 MEETING RAIL 11132" GAP 0.090" DUPONT SGP ¢ AND VENT SASH, o z AND VENT SASH, OR PVB INTERLAYER Oz SEE SECTIONS v SEE SECTIONS 3/16" ANN 1/8" ANN _ll� I < LDOWCORNING ° 1 2 zo 1 2 3 0 14E 15 vmS 15 ING 995AL SILICONE <0 EXTERIOR R �°+ m 6dGLASS SETTING BLOCKS CER30.00" MAX D.L.O. WIDTH NOTE: SEE ANCHOR 30.00" MAX D.L.O. WIDTH (2) 0.75"x0.15" (85 DUROMETER) 7ECHON ACTIVE SASH ELEVATIONS FOR ON ACTIVE SASH WEEPHOLES IN FRAME 4 I�°I O U 6 i1 2 ANCHOR LOCATIONS. 1 2 SILL, 3° FROM EACH JAMB � xa cw7 0 SEE GENERAL NOTES #5 AND #6 m E 36"x72" FRAME 36"x72" FRAME s GLAZING DETAILS MINIMUM STANDARD ELEVATION W/O CLIPS 2 ORIEL ELEVATION W O CLIPS 5 N.T.S. VERT SECTION 5 N.T.S. EXTERIOR ELEV 5 N.T.S. EXTERIOR ELEV s` C i r, ALLOWABLE DESIGN PRESSURES log I +65 PSF 10-]WN-0015a SCALE, 03 PAGE OCSOUPTIONI -70 PSF APpmvod w comPlyIng W i2i UN D�aouBd; cco3ae/ZO f 1 M( CDutrol Y / 33.50' MAX D.LO. WIDTH ON FIXED SASH . O TILT LATCH AT EACH END j X (2) 0.75"x0.15" WEEPHOLES IN FRAME SILL, 3° FROM EACH JAMB j33.50" MAX D.L.O. WIDTH ON FIXED SASH O TILT LATCH AT EACH END v V V 6" MA. SASH CAM LO ASSEMBLY, LAT LOCATED 6 FROM EACH EI 3' TY REINFORCEMENT IN FIXED MEETING RAIL AND VENT SASH, SEE SECTIONS 6" MA: (EXCLUDING SNAP -ON FLANGE) B" O.C. 6" MAX } MAX, i 6" MAX TYP. 6" MAX jDENOTES ANCHOR THROUGH FRAME, :K TYPICAL ALL SIDES 6. B O D 't- ] a i I� A B TILT LATCH 6 LOCATED AT EACH END = _ C 3" < j TYP u C f 2 U� oC $C � � N n CLUSTER OF (3) ANCHORS //AT ENDS OF HORIZONTAL, SPACED 3' O.C. X � A B (2) 0.75'k0.15- WEEPHOLES IN FRAME SILL, 3° 6" MAX FROM EACH JAMB r 5' MAX :::f::::::T::: B' D.C. } MAX, 6" MAX IW. 36"x72" FRAME W//O CLIPS 1 THRU-FRAM E ANS0R ELEVATION 6 N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST STRUCTURE: • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4- MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): • S14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. TO 16 GAUGE MINIMUM STEEL STUD: • C14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2' MIN EDGE DISTANCE. 4" MA: L C SASH CAM L( ASSEMBLY, LAI LOCATED I FROM EACH I ALLOWABLE DESIGN PRESSURES +65 PSF REINFORCEMENT -70 PSF IN FIXED MEETING RAIL NOTE: MINIMUM ANCHOR SPACINGS SHOWN HEREIN APPL7-TO BOTH STANDARD AND ORIEL WINDOWS. ANCHOR NOTES: 1. SEE ANCHOR ELEVATION FI 2. ANCHORS SHALL BE INSTA 3. ENSURE MINIMUM 1° EDGE AND VENT SASH, SEE SECTIONS 4" MA) �V(EXCLUDING NAIL FIN) 7" O.C. T" MAX MAX, } 4" MAX TYP. 4" MAX /DENOTES ANCHOR THROUGH NAIL FIN, TYPICAL ALL SIDES f O CK TILT LATCH CH V V LOCATED AT z Vie• EACH END ^� 6 VD w c �Y �ou X U ri A B (2) 0.75"x0.15" WEEPHOLES IN FRAME SILL, 3" / q" MAX T:l FROM EACH JAMB 7" D.C. i" MAX4" MAX, MAX Irr. 36"x72" FRAME W/O CLIPS 2 NAIL -FIN ANCHOR ELEVATION (� N.T.S. EXTERIOR ELEV NAIL -FIN ANCHOR SCHEDULE: 10R LOCATIONS AND/OR SPACING. ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): ICE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. A14 WOOD SCREWS WITH 1-1/2° MIN. THREAD PENETRATION N, WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD AND MIN EDGE DISTANCE. I CENTER OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4" EDGE • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND TO WOOD FRAMING). ISTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE. 1/2' MIN EDGE DISTANCE. .CIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, DATED AND SEALED BY LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND THE DEVIATION. )R SHAPES QUALIFIED HEREIN, THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE AS CORNERS, WITH ANCHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE I DISTANCE FROM CORNERS NOTED HEREIN. HERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY iTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. PTIONAL PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO IR LOADS TO THE EXISTING STRUCTURE. lying with the ide /2o f f _0 Z6o f m U z® WN .4 1 Qo) *MroE I W� Zri �u�6�> ZXC N9; WW Ntu W^3 ow w lu .. , � O � I z NW 2 8xp goo Ed mw� J� O UpW 4 y Q�1W 0 Q E 36.000" MAX FRAME WIDTH 36.000" MAX FRAME WIDTH _ (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) (EX0.UDING NAIL FIN OR SNAP -ON FLANGE) f - B" 0. cm 7" O.C. AIAX, TYP y MAX, TYP. MAX MAX ALLOWABLE 2 2 MAX MA; DENOTES ANCHOR DENOTES ANCHOR THROUGH FRAME, 6'MAX DESIGN PRESSURES THROUGH NAIL FIN, TYPICAL ALL SIDES j +65 PSF TYPICAL ALL SIDES / 6"� 6" Max 11" MAX O.C. -70 PSF O 1 2 MAX, TYP. W 14 i V V g 1Z A B TILT LATCH � p 4 SASH CAM LOCK LOCATED AT Is, dCK ASSEMBLY, LATCH LOCATED / EACH END = ¢ ASSEMBLY, LATCH LOCATED / 6�/" FROM EACH END W N 9/" FROM EACH END 3" / / 1 3�� f TYP].� ---------- ________________________ NOTES: I I ITTMP g = 1-MAIIMUM ANCHOR SPACINGS SHOWN HEREIN -"-- "'--------"---"-"-""- ------ CLUSTER OF (3) ANCHORS APPLY TO BOTH STANDARD AND ORIEL 15 AT ENDS OF HORIZONTAL, F WINDOWS. SPACED 3" O.C. 2. THE FRAME SIZE, ACTIVE SASH D.L.O., AND 1 2 z FIXEDWITH SASH D.L.O. OF SHAPED UNITS SHALL FIT REINFORCEMENT 1 _ I S L7 WITHIN THE DIMENSIONS SHOWN FOR IN FIXED X ,4 ,z, RECTANGULAR UNITS ON SHEETS 5 AND 6. REINFORCEMENT �` o MEETING RAIL IN FIXED AND VENT SASH, rMEETING RAIL u SEE SECTIONS AND VENT SASH, Oo A B SEE SECTIONS A B 6" MAXI I - -- _ L6" MAX 6" MAX 1 2 B" O.C. MAX, TYP. 6" MAX 13 (2) 0.75"x0.15" WEEPHOLES IN FRAME SILL, 3' FROM EACH JAMB 36"x72" ARCHED W/O CLIPS 1 THRU-FRAME ANCHOR ELEVATION N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST STRUCTURE: • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4" MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): • #14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4'. MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. TO 16 GAUGE MINIMUM STEEL STUD: • #14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2" MIN EDGE DISTANCE. ANCHOR NOTES: 2" 2" MAXMAX, TYP. 2" MAX w z Z Z 6 O TILT LATCH = LOCATED AT W z EACH END o .! B"O.C. c� i-LIMAX, TYP. L2" MAX 2" MAX (2) 0.75"x0.15" WEEPHOLES INS FRAME SILL, 3" FROM EACH JAMB 36"x72" ARCHED W/O CLIPS NAIL FIN ANCHOR ELEVATION 7 N.T.S. EXTERIOR ELEV 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. ENSURE MINIMUM 1" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. 4. UNLESS OTHERWISE NOTED HEREIN, WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (i.e. 314" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 5. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE. 6. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. 7. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, EXCLUO S STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ, A ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. FOR SITE CONDITIONS DIFFERENT FROM THE Sl 1 t-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFI/THE DEVIATION. B. FOR SHAPES QUALIFIED HEREIN, THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE TREATED AS CORNERS, WITH ANCHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 10. OPTIONAL PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO NAIL -FIN ANCHOR SCHEDULE: TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): • #14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 1/2" MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 1/2" MIN EDGE DISTANCE. m 1 6- 6- MAX 36.000" MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) 36.000' MAX FRAME NFLANGE) (EXCLUDING NAIL FIN OR SNAP -ON 8" O MAI% TYp, 7" O.C. MAX, TYP. ALLOWABLE DESIGN PRESSURES 1z O TILT LATCH +65 PSF 1z 0 14 LOCATEEACH AX MAX70 PSF 2" END A B z MAX Z MAX TILT LATCH A B LOCATED AT 3" SASH CAM LOCK ASSEMBLY, LATCH LOCATED .. O w d x ¢ 3' z 2, EACH END SASH CAM LOCK ASSEMBLY, LATCH LOCATED / rypI 6/B' FROM EACH END rn,P x m lFT1 4i NOTES: MAX 6%' FROM EACH END -JI--{ ` _____ ________ ___________________ ----- O LL z / 1�INIMUM ANCHOR SPACINGS SHOWN HEREIN ------------------- -------------------- CLUSTER OF (3) ANCHORS ------APPLY AT ENDS OF HORIZONTAL, S TO BOTH STANDARD AND ORIEL WINDOWS. STANDARD WINDOWS SHOWN HERE. 1 2 / SPACED 3" O.C. 2. THE FRAME SIZE, ACTIVE SASH D.L.O., AND 1 2 REINFORCEMENT z o 4 ^ ? FIXED SASH D.L.O. OF SHAPED UNITS SHALL FIT WITHIN THE DIMENSIONS SHOWN FOR RECTANGULAR THE D UNITS ON SHEETS 5 AND 6. REINFORCEMENT 15 IN FIXED MEETING RAIL d IN FIXED MEETING RAIL o: o AND VENT SASH, A B SEE SECTIONS /\ AND VENT SASH, C�B SEE SEC IONS 6" MAX' I I I L6" MAX 6" MAX 1 B" O.C. 12 rMAX, TYP.-4 6' MAX 13 (2) 0.75"x0.15" WEEPHOLES IN FRAME SILL, 3" FROM EACH JAMB 36"x72" HALF -ROUND W/O CLIPS THRU-FRAME ANCHOR ELEVATION 8 N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST STRUCTURE: • 1/4" TTW CARBON STEEL TAPCONS THRU 1X OR ZX WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4' MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (0=0.55 MIN WOOD): • #14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE, • 1/4" LAG SCREWS WITH 1-112" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. TO 16 GAUGE MINIMUM STEEL STUD: • #14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2" MIN EDGE DISTANCE. 2• 2" MAX 7' O.C. AX, TYR MAx 5 2" MAX o �z wN F 90 Z Fw o¢ 2 8" O.C. o t9 rMAX, TYP. n w —Ij o L 2" MAX 2" MAX (2) 0.7S'x0.IS' WEEPHOLES INJ FRAME SILL, 3" FROM EACH JAMB 36"x72" HALF -ROUND W/O CLIPS 2 NAIL FIN ANCHOR ELEVATION 8 N.T.S. EXTERIOR ELEV ANCHOR NOTES: I NAIL -FIN ANCHOR SCHEDULE: 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. HOST STRUCTURE TO WOOD BUCK OR RE (G=O.55 MIN WOOD): 3: ENSURE MINIMUM 1" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. #14 WOOD SCREWS WITH MIN. THREAD PENETRATION 4. UNLESS OTHERWISE NOTED HEREIN, WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD AND 1/2" MIN EDGE DISTANCE. FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (I.e. 3/4" EDGE 1/4" LAG SCREWS WITH 1-112" MIN. THREAD PENETRATION AND DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 1/2' MIN EDGE DISTANCE. 5. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE, 6, WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. 7. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT AND EDGE 'TANCE BE OBTAINED OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, A LICENSED ENGINEEk OR REGISTERED ARCHITECT, WHICH DETAIL AND pprovcd a complying with ft IEREIN, THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE IOnide DuO�dnn ode ate /ZO 11 CHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE NO 2 $.0 IERS NOTED HEREIN, i i d ducta ntroI URE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY ZUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. gy 4TED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO U tON� ® O� # �, s W51 mw„, Mu u ZSp_a ZQ QU(7 um w� WLu 3Lu o to O Lu -• i .iCeE O O z B v g<c ooOy� f2ro+ t�tyy p 0 uxR o i RON I BI L �l■ 52 125" MAX FRAME WIDTH NOTE: SEE ANCHOR (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) ELEVA ANCH 48.50" MAX D.L.O. WIDTH ON FIXED SASH SF t�yJ AI = x LA O 6i -i v E� "ILT LATCH O x lu )CATED AT z EACH END 13 © Z 0 g FEz U Q 1 2 M zl Z ________ _________________________ O _ z 12 L� 16 � o t7 -FROM HORRONiAL w x z TO SASH CLIP, TYPICAL BOTH SIDES , u Oz REI o O IN ME 46.00" MAX D.L.O. WIDTH rpi AN ON ACTIVE SASH / SEE TION OR LO SH C SEMI fCH I " FR( D 7 LC NFOR FIXED .TING D VENT SECT (2) 0.75 xO.15'• 3" FROM SILL TO SASH CLIP, WEEPHOLES IN S FOR (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) CATIONS. 48.50" MAX D.L.O. WIDTH ` ON FIXED SASH �M LOCK LY, DCATED M EACH 0 ow C p w t x� c LT LATCH 1 2 f z 0 ACH AT 13 O (7 C 'ACH END � O = 12 �� 14 � �G --------------------- ---------- [FROM. < --------- N� x HORIZOM'AL `, _ C TO SASH CLIP, Z p u PICAL BOTH SIDES CEMENT RAIL O E p SASH, '^ j IONS n 46.00" MAX D.L.O. WIDTH (2) 0.7 ON ACRVE SASH WEEPH -SASH CAM LOCK ALLOWABLE ASSEMBLY, DESIGN PRESSURES LATCH LOCATED 6'%" FROM EACH END +65 PSF -75 PSF GLAZING TYPE � _ 7/8"INSULATED LAMINATED 1/8" ANN 11/32" GAP 0.090" DUPONT SGP OR PVB INTERLAYER 3/16" ANN 1/8" ANN 1/2" MIN. REINFORCEMENT 0 LASS BITE IN FIXED 3 14 MEETING RAIL qDOW CORNING 995 AND VENT SASH, TRUCTURAL SILICONE SEE SECTIONS EXTERIOR INTERIOR GLASS SETTING BLOCKS SUPERSPACER (85 DUROMETER) 7 BY EDGETECH S"xO.15" 1 8 4 30 41 OLES IN SEE GENERAL NOTES #5 AND #6 TYPICAL BOTH SIDES FRAME SILL, 3- FRAME SILL, 3" �3� GLAZING DETAILS (MINIMUM) FROM EACH JAMB 3" FROM SILL TO SASH CLIP, FROM EACH JAMB TYPICAL BOTH SIDES 52.125"x75tt FRAME 52.125ttx75tt FRAME 9 N.T.S. VERT SECTION 1 STANDARD ELEVATION W/ CLIPS 2 ORIEL ELEVATION W/ CLIPS 9 N.T.S. EXTERIOR ELEV 9 N.T.S. EXTERIOR ELEV )O, P.E.. Z 'D N F cc #'"' x W►I� W�_O ZVJ nu: gU d w Z A �a <9' 0s ZLL .WW �s 3 w .'J cc o w t00 w",1 l 0 c2 S w 8 , a. .40 a W�tnSuz ur e� 6 TION OR LO SH C SEMI fCH I " FR( D 7 LC NFOR FIXED .TING D VENT SECT (2) 0.75 xO.15'• 3" FROM SILL TO SASH CLIP, WEEPHOLES IN S FOR (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) CATIONS. 48.50" MAX D.L.O. WIDTH ` ON FIXED SASH �M LOCK LY, DCATED M EACH 0 ow C p w t x� c LT LATCH 1 2 f z 0 ACH AT 13 O (7 C 'ACH END � O = 12 �� 14 � �G --------------------- ---------- [FROM. < --------- N� x HORIZOM'AL `, _ C TO SASH CLIP, Z p u PICAL BOTH SIDES CEMENT RAIL O E p SASH, '^ j IONS n 46.00" MAX D.L.O. WIDTH (2) 0.7 ON ACRVE SASH WEEPH -SASH CAM LOCK ALLOWABLE ASSEMBLY, DESIGN PRESSURES LATCH LOCATED 6'%" FROM EACH END +65 PSF -75 PSF GLAZING TYPE � _ 7/8"INSULATED LAMINATED 1/8" ANN 11/32" GAP 0.090" DUPONT SGP OR PVB INTERLAYER 3/16" ANN 1/8" ANN 1/2" MIN. REINFORCEMENT 0 LASS BITE IN FIXED 3 14 MEETING RAIL qDOW CORNING 995 AND VENT SASH, TRUCTURAL SILICONE SEE SECTIONS EXTERIOR INTERIOR GLASS SETTING BLOCKS SUPERSPACER (85 DUROMETER) 7 BY EDGETECH S"xO.15" 1 8 4 30 41 OLES IN SEE GENERAL NOTES #5 AND #6 TYPICAL BOTH SIDES FRAME SILL, 3- FRAME SILL, 3" �3� GLAZING DETAILS (MINIMUM) FROM EACH JAMB 3" FROM SILL TO SASH CLIP, FROM EACH JAMB TYPICAL BOTH SIDES 52.125"x75tt FRAME 52.125ttx75tt FRAME 9 N.T.S. VERT SECTION 1 STANDARD ELEVATION W/ CLIPS 2 ORIEL ELEVATION W/ CLIPS 9 N.T.S. EXTERIOR ELEV 9 N.T.S. EXTERIOR ELEV )O, P.E.. Z 'D N F cc #'"' x W►I� W�_O ZVJ nu: gU d w Z A �a <9' 0s ZLL .WW �s 3 w .'J cc o w t00 w",1 l 0 c2 S w 8 , a. .40 a W�tnSuz ur e� 6 -SASH CAM LOCK ALLOWABLE ASSEMBLY, DESIGN PRESSURES LATCH LOCATED 6'%" FROM EACH END +65 PSF -75 PSF GLAZING TYPE � _ 7/8"INSULATED LAMINATED 1/8" ANN 11/32" GAP 0.090" DUPONT SGP OR PVB INTERLAYER 3/16" ANN 1/8" ANN 1/2" MIN. REINFORCEMENT 0 LASS BITE IN FIXED 3 14 MEETING RAIL qDOW CORNING 995 AND VENT SASH, TRUCTURAL SILICONE SEE SECTIONS EXTERIOR INTERIOR GLASS SETTING BLOCKS SUPERSPACER (85 DUROMETER) 7 BY EDGETECH S"xO.15" 1 8 4 30 41 OLES IN SEE GENERAL NOTES #5 AND #6 TYPICAL BOTH SIDES FRAME SILL, 3- FRAME SILL, 3" �3� GLAZING DETAILS (MINIMUM) FROM EACH JAMB 3" FROM SILL TO SASH CLIP, FROM EACH JAMB TYPICAL BOTH SIDES 52.125"x75tt FRAME 52.125ttx75tt FRAME 9 N.T.S. VERT SECTION 1 STANDARD ELEVATION W/ CLIPS 2 ORIEL ELEVATION W/ CLIPS 9 N.T.S. EXTERIOR ELEV 9 N.T.S. EXTERIOR ELEV )O, P.E.. Z 'D N F cc #'"' x W►I� W�_O ZVJ nu: gU d w Z A �a <9' 0s ZLL .WW �s 3 w .'J cc o w t00 w",1 l 0 c2 S w 8 , a. .40 a W�tnSuz ur e� 6 TYPICAL BOTH SIDES FRAME SILL, 3- FRAME SILL, 3" �3� GLAZING DETAILS (MINIMUM) FROM EACH JAMB 3" FROM SILL TO SASH CLIP, FROM EACH JAMB TYPICAL BOTH SIDES 52.125"x75tt FRAME 52.125ttx75tt FRAME 9 N.T.S. VERT SECTION 1 STANDARD ELEVATION W/ CLIPS 2 ORIEL ELEVATION W/ CLIPS 9 N.T.S. EXTERIOR ELEV 9 N.T.S. EXTERIOR ELEV )O, P.E.. Z 'D N F cc #'"' x W►I� W�_O ZVJ nu: gU d w Z A �a <9' 0s ZLL .WW �s 3 w .'J cc o w t00 w",1 l 0 c2 S w 8 , a. .40 a W�tnSuz ur e� 6 )O, P.E.. Z 'D N F cc #'"' x W►I� W�_O ZVJ nu: gU d w Z A �a <9' 0s ZLL .WW �s 3 w .'J cc o w t00 w",1 l 0 c2 S w 8 , a. .40 a W�tnSuz ur e� 6 10-JWN-00 6GLL't a5 —plying with the PAGO DISCRIPT100 iildit oda I2D!/ 2, _ 0 52.125" MAX FRAME WIDTH (EXCLUDING SNAP -ON FLANGE) 6" MAX 8.345' O.C. MAX, TYP. -f 6" MAX 6' MAX / 6° MAX DENOTES ANCHOR THROUGH FRAME, L) d TYPICAL ALL SIDES p Z 0 mf TILT LATCH B LOCATED AT z I EACH END SASH CAM LOCK S ASSEMBLY, LATCH LOCATED 67/," / l u. ZO FROM EACH END d .ALLOWABLE CLUSTER OF (6) ANCHORS / AT ENDS OF HORIZONTAL, I I S z DESIGN PRESSURES SPACED 3" O.C. +65 PSF REINFORCEMENT `, INFIXED I u ^ts —75 PSF MEETING RAIL AND VENT SASH, �--- SEE SECTIONS d B 6 � m t (2) 0.75"x0.15" WEEPHOLES IN FRAME SILL, 3' FROM EACH JAMB / T NOTE: MINIMUM ANCHOR SPACINGS SHOWN HEREIN 7�PZY-TO BOTH STANDARD AND ORIEL WINDOWS. 6' MAX L 6" MAX 6" MAX 8 345" O.C. MAX, TYP. 6" MAX 52.125"x75" FRAME W/ CLIPS 1 THRU—FRAME ANCHOR ELEVATION iQ N.T.S. EXTERIOR ELEV THRU—FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST STRUCTURE: • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4" MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (G-0.55 MIN WOOD): • N14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4'. MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-1/2' MIN. THREAD PENETRATION AND 3/4' MIN EDGE DISTANCE. TO 16 GAUGE MINIMUM STEEL STUD: • 914 SAE GRADES SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2" MIN EDGE DISTANCE. ANCHOR NOTES: 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AN[ 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 3. ENSURE MINIMUM 1" EDGE DISTANCE FOR ALL ANCHOF 4. UNLESS OTHERWISE NOTED HEREIN. WHFRF ANCHORS WALL 2" 2" MR e" O.0 MAX, TY 2" MA; 2- (EXCLUDING NAIL FIN) 4AX L�L 7" O.C. I I MAX, TYP. 2" MAX I I 2" MAX K T / DENOTES ANCHOR THROUGH NAIL FIN, TYPICAL ALL SIDES 0 TILT LATCH LOCATED AT EACH END SASH CAM LOCK W _2 T7 G ASSEMBLY, LATH LOCATED 6/8' FROM EACH END oC B" O.C, o REINFORCEMENT X IN FIXED MAX' TYP' yi MEETING RAIL ,j` AND VENT SASH, SEE SECTIONS B (2) 0.75"x0.15" WEEPHOLES IN FRAME j SILL, 3" FROM EACH JAMB - - --- -- ---- - NAX I I }- 1 1 ..7' O.C. 2" MAX 2" MAX 52.125"x75" FRAME W/ CLIPS �z1 NAIL —FIN ANCHOR ELEVATION 10 N.T.S. EXTERIOR ELEV WOOD STUD (i.e. 3/4" EDGE OF WOOD HOST STRUCTURE. GREATER DENSITY. N EMBEDMENT AND EDGE LUMFL1ANCt Urr1Lt YKUUULF LUNTRUL D1V15ION. FUR 51TE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ, THE BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. 8. FOR SHAPES QUALIFIED HEREIN, THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE TREATED AS CORNERS, WITH ANCHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 10. OPTIONAL PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. NAIL —FIN ANCHOR SCHEDULE: TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): • *14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 1/2" MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 1/2- MIN EDGE DISTANCE. wRh the ce 52.125" MAX FRAME WIDTH TH '� .. (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) 8.345" O.C. 7° O.C. MAX, TYP MAX, TYP. 6" 6' rn MP MAX ALLOWABLE MAX MAX LZJ r^ oVm 7ZTH�ROUGH TES ANCHOR 6"MAX DESIGN PRESSURES TLl HROUGH NAIL FION, MAX ¢uJ %7A FRAME, r^ ALL SIDES TYPICAL ALL SIDES W ED ^V +65 PSF 6'MAX / Z� Dy 6'MAX 9.57° B.C. is r��/lMAx,TYP. Z -75 PSF O z 1911 ZX N,Sm Z. © 1z Op wW �9 TILT LATCH p 14 O F" z 3 Up; SASH CAM LOCK LOCATED AT d SASH CAM LOCK ¢i n c w •- ASSEMBLY, LATCH LOCATED EACH END = ¢ OWN , Tip/" FROM EACH END / 11 O NOTES: ASSEM6%" ROM EACLATCH HAEND / OTED LCATED AT w y '" C __________ EACH END E 1_ RIWIMUM ANCHOR SPACINGS SHOWN HEREIN -------------------------------- - O _ CLUSTER OF 6 ANCHORS -----APPLY TO BOTH STANDARD AND ORIEL 1 2 LL z 3- SPACED ()WINDOWS. 1 r AT ENDS OF HORIZONTAL, 3" E -' 2. THE FRAME SIZE, ACTIVE SASH D.L.O., AND 4"FROM I p SPACED 3" O.C. o ¢ FIXED SASH D.L.O. OF SHAPED UNITS SHALL FIT HORIZONTAL ¢ C 3 2 c WITHIN THE DIMENSIONS SHOWN FOR TO SASH CLIP, REINFORCEMENT 8" O.C. o z 16 4"FRS ^ Z RECTANGULAR UNITS ON SHEETS 9 AND 30, TYPICAL v MEFETING RAIL Z ^ MAX, TYP. h REINFORCEMENT o BOTry 5p7g n Q L7 HORIZOMAL IN FIXED ' AND VENT SASH, > TO SASH CLIP,TYPICAL MEETING RAIL v SEE SECTIONS Ij = AND VENT SASH, O O SEE SECRONS © m+ •+ 4 m i $fin V) ti " FROM SILL 1+1 p o a O I 3' FROM SILL 3 TO SASH CLIP, g TO SASH CLIP, TYPICAL TYPICAL �, O BOTH SIDES % 1 BOTH SIDES ----- -I-- -- - - - Fr1 S z w •n O LI W =r o 6' MAX 11 6" MAX 2-MAX 2" MAX o l7 6° M�q AX 1 2 rBMAX, TYP 6" MAX 2" MAX 1 2 �--� M2° MAX 13 S (2) 0.75°x0.15' WEELHOTI FRAME SILL, 3" FROM EACH JAMB AM SILL, FROM EACHJAPHOI ES77N FRAME SILL, 3" FROM EACH JAMB 52.12511x75" ARCHED W CLIPS 52.125"x75" ARCHED W/ CLIPS _ a i-**NTHRU-FRAME ANCHOR ELEVATION 2 NAIL FIN ANCHOR ELEVATION 11 N.T.S. EXTERIOR ELEV it N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST STRUCTURE: • 1/4' ITW CARBON STEEL TAPCONS THRU IX OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4' MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): • N14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. • 1/4' LAG SCREWS WITH 1-1/2' MIN. THREAD PENETRATION AND 3/4• MIN EDGE DISTANCE. TO• 16 GAUGE MINIMUM STEEL STUD: 414 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2' MIN EDGE DISTANCE. ANCHOR NOTES: 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACI 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFAC 3. ENSURE MINIMUM 1" EDGE DISTANCE FOR ALL ANCHORS TO CON, 4. UNLESS OTHERWISE NOTED HEREIN, WHERE ANCHORS FASTEN TI FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 5. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE ND GRAIN 6. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" G=0.55 OR 7. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMU DISTANCE, EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHE DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM TH COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. FOR SITE CONDITIOI CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ. THE BUILDING OFF] TREATED AS 10. nnu TAINED, UR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, NGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND ISION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE CES FROM THE FUSION WELDS NOT EXCEEDING THE EREIN. FRAMING( �EXISTING CONDITIONS MAY VARY. FIELD VERIFY FRAMING MEMBERS, NOT INTO PLYWOOD. LICKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO NAIL -FIN ANCHOR SCHEDULE: TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): • #14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 1/2" MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 1/2" MIN EDGE DISTANCE. m emnnlybut with the m 6" MAX 6' MAX 6" 52.125" MAX FRAME WIDTH 52.125" MAX FRAME WIDTH (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) _ (EXCLUDING NAIL FIN OR SNAP -ON FLANGE) MAk, 7YF� 7. O.C. MAX, TYP. ALLOWABLE 4KI, DESIGN PRESSURES is O+65 PSF i2 TILT LATCH 6' -75 PSF LOCATED MAX Z 2. EATEDATCH END O 6" MAX TILT LATCH © LOCATED AT z EACH END SASH ASSEMBLY, LATCH LOCATTEED LOCK _\ = 2. SASH CAM LOCK ASSEMBLY, LATCH LOCATED 6%" FROM EACH END z f N MAX 6�/e" FROM EACH END U I 0 NOTES: _____ _________________________ _____ CLUSTER OF 6 ANCHORS I Z 1�INIMUM ANCHOR SPACINGS SHOWN HEREIN APPLY TO BOTH STANDARD AND ORIEL 1 2 _____ _____________ _____________ _____ 3„ I AT ENDS OF HORIZONTAL,-- (� RIZONTAL, U 3" S WINDOWS. STANDARD WINDOWS SHOWN HERE. 16 SPACED 3" O.C. o z 2. THE FRAME SIZE, ACTIVE SASH D.L.O., AND. FIXED SASH D.L.O. OF SHAPED UNITS SHALL FIT R ZONT HORIZONTAL 1 2 $ WITHIN THE DIMENSIONS SHOWN FOR TO SASH CUP, 1 4"FROM REINFORCEMENT X viz ^ 0 RECTANGULAR UNITS ON SHEETS 9 AND 10. TYPICAL BOTH SIDES X HORIZONTAL REINFORCEMENT IN FIXED TO SASH CLIP, MEETING RAIL IN FIXED MEETING RAIL T O AND VENT SASH, BOTHB SEE SECTIONS O AND VENT SASH, B 00 a SEE SECTIONS 3" FROM SILL SASH 3" FROM SILL TO CLIP, TO SASH CUP, TYPICAL BOTH SIDES % BOTHP DES X 6" MAX 2" MAX 6 MAX 1 2 0 MAX, TOP. _4 6" MAX 2" MAX MAX, TYP. \' (2) 0.75"xO.15" WEEPHOLES IN FRAME SILL, 3" FROM EACH JAMB 52.125"x75" HALF -ROUND W/ CLIPS i THRU-FRAME ANCHOR ELEVATION 12 N.T.S. EXTERIOR ELEV THRU-FRAME ANCHOR SCHEDULE: TO HOLLOW BLOCK OR 3192 PSI MIN CONCRETE HOST STRUCTURE: • 1/4" ITW CARBON STEEL TAPCONS THRU 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY/ CONCRETE WITH 1-1/4" MIN EMBED AND 1" MIN EDGE DISTANCE. TO WOOD BUCK OR HOST STRUCTURE (G=0.55 MIN WOOD): • #14 WOOD SCREWS WITH 1-1/2" MIN, THREAD PENETRATION AND 3/4'. MIN EDGE DISTANCE. • 1/4" LAG SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 3/4" MIN EDGE DISTANCE. TO 16 GAUGE MINIMUM STEEL STUD: • #14 SAE GRADE 5 SHEET METAL SCREW WITH FULL THREAD ENGAGEMENT THROUGH STUD AND 1/2" MIN EDGE DISTANCE. 2' MAx 2" MAX rs z �O = z FEn K O z oz 8" O.C. $ t9 MAX, TYP. d -2" MAX MAX r (2) 0.75"x0.15" W EEPHOLES IN -' FRAME SILL, 3" FROM EACH JAMB 52.125"x75" HALF -ROUND W/ CLIPS %21 NAIL FIN ANCHOR ELEVATION 12 N.T.S. EXTERIOR ELEV ANCHOR NOTES: 1. SEE ANCHOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 3. ENSURE MINIMUM 1" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE &TO HOLLOW BLOCK. 4. UNLESS OTHERWISE NOTED HEREIN, WHERE ANCHORS FASTEN TO NARROW FACE OF WOOD STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). 5. WOOD ANCHORS SHALL NOT BE INSTALLED INTO THE END GRAIN OF WOOD HOST STRUCTURE. 6. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. 7. ANCHOR REQUIREMENTS AS SHOWN HEREIN, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ, A ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ, THE BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE -SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED, OR THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. B. FOR SHAPES QUALIFIED HEREIN, THE FUSION WELDED ENDS OF RADIUS OR ROUND TOPS SHALL BE TREATED AS CORNERS, WITH ANCHOR DISTANCES FROM THE FUSION WELDS NOT EXCEEDING THE MAXIMUM DISTANCE FROM CORNERS NOTED HEREIN. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 10. OPTIONAL PRESSURE TREATED WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO NAIL -FIN ANCHOR SCHEDULE: TO WOOD BUCK OR HOST STRUCTURE (G-0.55 MIN WOOD): • #14 WOOD SCREWS WITH 1-1/2" MIN. THREAD PENETRATION AND 1/2" MIN EDGE DISTANCE. • 1/4'LAG SCREWS WITH 1-1/2' MIN. THREAD PENETRATION AND 1/2" MIN EDGE DISTANCE. with" JWN-0 RE2 EXTERIOR FINISH BY OTHERS WOOD ANCHORS PER NAIL -FIN ANCHOR SCHEDULE �T PERIMETER CAULK BY EXISTING G=0.55 MIN WOOD HOST 1/4" MAX SHIM INTERIOR (2) 0.75"xO.15" WEEPHOLES IN FRAME SILL, 1 D FROM EACH )AMB PERIMETER MAX MA% CAULK BY a ,+;. SHIM OTHERS EMBED-1 s^+•%+•Xy`y,�. EDGE WOOD ANCHDIST. ORS:^i°;�; M . (W7 N PER NAIL-FIN.'-„',$?l; w O ANCHOR SCHEDULE I.; EXTERIOR EXISTING G=0.55 FINISH BY MIN WOOD HOST OTHERS STRUCTURE t'l'*\ TYPICAL NAIL FIN SECTION 13 N.T.S. VERT SECTION EXTERIOR FINISH BY ANCHORS PER THRU-FRAME OTHERS ANCHOR SCHEDULE 1rInf �U o 1pp I1`� 1p M , `• ` EDGE DIST. PERIMETERCAULK EXISTING HOST � W �N� LL U7 a/ BYOTHERS STRUCTURE 1 { z-mod a� � 6 MAX MAX rrznam^ U hl w m $ y$� z X W SHIM WW .NiW3�� m D N J 2 0 O W 3 7 4 3 10 4 1 g 3 7 Q 1 S 4 EXTERIOR INTERIOR ; J+J 9 8 F, z~~a g 0 0 -m�' U m a U 0 1 3 7 14 ^ o M Qa . x NOTE: SEE ANCHOR ELEVATIONS FOR ANCHOR 3 LOCATIONS AND SPACINGS. SEE ANCHOR SCHEDULE 4 ui a U O FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. �] W N W U OPTIONAL 7 ^ m W S U m p SCREEN m rya i � u Q E WEEPHOLES IN FRAME SILL, 3" 1 g 2 FROM EACH )AMB D 1/4" MAX n SHIM PERIMETER 9 CAULK BY PRESSURE OTHERS .:% TREATED WOOD BUCK BY OTHERS a 'S EXTERIOR EXISTING HOST STRUCTURE �I FINISH BYE`.` on ANCHORS PER THRU-FRAME OTHERS ".,_ iEDGE DIST./ w /ANCHOR SCHEDULE $ /�-21 TYPICAL THRU-FRAME SECTION k,L3,1 N.T.S. VERT SECTION 10-JWN-001 srwLe� PAGE DESMPRONi lyi746 With Nc I EXISTING G-0.55 MIN WOOD HOST STRUCTURE EDGE 1/4" INTERIOR�JT J� 6.875' FROM SASH END 6. MAX �TO SA H CAM LOCK CENTER 3 3� n I ;BASH CAM LOCK CENTER 75' FROM SASH END SHIM j F MINN. JOODANCHORS PER NAIL -FIN''.` IHOR SCHEDULE EXTERIOR FINISH BY OTHERS ` EXISTING HOST 1/4" 3 STRUCTURE MAX PER/ SHIM ANCHORS 6 THRU-FRAME ANCHOR SCHEDULE i IN NO EXTERIOR NOTE: SIZE AND QUANTITY OF 1 BALANCE RODS MAY VARY DEPENDING ON UNIT SIZE AND CONFIGURATION PERIMETER CAULK BY OTHERS TYPICAL NAIL FIN ri-IN SECTION AT FIXED LITE 14 N.T.S. HORIZ SECTION NOTE: SEE ANCHOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACINGS. SEE ANCHOR SCHEDULE FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. 6.875" FROM SASH ENO .�.y INTERIOR 6.875" FROM SASH END _ -TO SASH CAM LOCK CENTER �TO SASH CAM LOCK CENTER W ~ j uL wo EXTERIOR FINISH PERIMETER CAULK BY OTHERS BY OTHERS FRANK L. 0Ef1NNiIXIt P.E 599 EDGE 1/4" DIST. MAX SHIM EDGE DIST. EXISTING 4 G=0.55 MIN s WOOD HOST Z to NNa STRUCIURE ® V m WWW _xu W L X QL IN. Z^ c m W WW "9�� WOOD ANCHORS N m 3 O `fig PER NAIL -FIN Lu ,'A.... . SCHEDULE ' W L EXTERIOR FINISH BY OTHERS 3 PERIMETER CAULK � BY OTHERS OPTIONAL �pp m Z a PRESSURE O m o ti p TREATED a! N a WOOD K BY OTHERSEXISTING HOST STRVCTURE 00 wy. qN w 1/4" W = u Y o SHIM r IANCHORS PER 2: a M /�A CHEDULE EXTERIOR U�U 0NOTE: SIZE AND QUANTITY OF 1 BALANCE RODS MAY VARY DEPENDING ON UNIT SIZE AND CONFIGURATION TYPICAL THRU-FRAME PERIM TERCAULK BYO HERS z SECTION AT FIXED LITE 14 N.T.S. HORIZ SECTION EXTERIOR FINISH BY OTHERS 10-]WN-0015a SCwLe, 03 as complying with the PAae oR(;oRlrrsox• ua' c ae im EXISTING G=0.55 MIN WOOD HOST STRUCTURE DIST. VOOD ANCHORS PER NAIL -FIN': :HOR SCHEDULE EXTERIOR FINISH BY OTHERS 1/4" MAX SHIM INTERIOR ----- lJ I OPTIONAL I I - i SCREEN 1 EXTERIOR PERIMETER BY OTHERS BY TYPICAL NAIL FIN, /'ISECTION AT ACTIVE SASH W/O CLIPS irJ N.T.S. HORIZ SECTION NOTE: SEE ANCHOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACINGS. SEE ANCHOR SCHEDULE FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. INTERIOR 1/4" MAX SHIM u+ 3/0u MIN. �'UVOOC)rANCH01 r`'PER IN HE SCHE EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS EXISTING HOST 1/4" STRUCTURE y� MAX 1/4" MAX ANCHORS PER//i I SHIM ® I �� SHIM FRA THRU-ME ANCHOR SCHEDULE is (20i � ,-, -_rl EXISTING G=0.55 MIN WOOD HOST OPTIONAL PRESSURE TREATED WOOD BUCK BY OTHERS EXISTING HOST STRUCTURE ANCHORS PER _ANCHOR SCHEDULE uu / wj O SCREAL EN �_________________________________________________ w EXTERIOR EXTERIOR FINISHH - ..v.PERIMETERCAULK f•';�;;�� - �':,: BY OTHERS BY OTHERS CAULK TYPICAL TH RU- FRAME PERIMETER OTHERS EXTERIOR FINISH 2 SECTION AT ACTIVE SASH W/O CLIPS BY OTHERS IrJ N.T.S. HORIZ SECTION NL Nil By Z N 9 '+ WE w� o a EzCr >'u96 Q6 0 Wz 3W� m 1S NOR!' NS DIST. EXISTING G-0.55 MIN WOOD HOST STRUCTURE FMIN.t VOOD ANCHORS, PER NAIL-FIN',:.7 'HOR SCHEDULE:? 1/4" MAX SHIM INT 7i1 EXTERIOR FINISH J EXTERD BY OTHERS 1 PERIMETER CAULK TYPICAL NAIL FIN BY OTHERS 1 SECTION AT ACTIVE SASH W/ CLIPS 16 N.T.S. HORIZ SECTION NOTE: SEE ANCHOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACINGS. SEE ANCHOR SCHEDULE FOR MINIMUM EDGE DISTANCES AND EMBEDMENTS. INTERIOR EXISTING HOST 1/4" ANCU EXi�....... BY OTHERS BY OTHERS TERIOR 1 TYPICAL THRU-FRAME PERIM BYRCAULK OTHERS r21 SECTION AT ACTIVE SASH W/ CLIPS 16.j N.T.S. HORIZ SECTION .XISTING 3=0.55 MIN NOOD HOST iTRUCTURE BY OTHERS OPTIONAL PRESSURE TREATED WOOD BUCK BY OTHERS EXISTING HOST FSTRUCTURE 3 PER AME SCHEDULE EXTERIOR FINISH BY OTHERS Approved as complying with the Plotide Oeildi de uate o6_ o� N0A8 g. Miy=t Control Z® %V �E afM_ gWED Ju $yy WW 2gu: ZCt >L)t 5 19 <9- W WW "9 � o� 10W z g C N Z 7 rn GQG $C g6O a�t m u1C Y7 �FZ WM� �N O a cra FRANK L. BENNARDO, RE_ 7 181F1PE9QitkS49 640 5 1 15 4 7 Z LONm 1 0, 3 �'^ R 19 7LLV WW z ,�a� 14 /Zrn Q�i6 3 uQtm �Q Q2,i W INTERIOR 6 W W 7 y � � 4 19 20 0 O 13 5 31, 38, 39 or 40 11 3 36 3 11 8 41 8 rj 31, 38, 39 or 40 3 (� z0 11 ` 'Z _ 11 11 rn .°ri t7 11 p12 a 1.. "n b LL a z 7 22 pppU��S �- 1.F xy s a� z W 5p g m o tCrE¢ 3 €' 13 8 22 r7 fY Fq ¢ 36 42 II 6 37 a Z 22 11 11 11 a 21 27 s' zz _ 33 22 28 22 i 7 7 28 3 11 *NOTE: RIGID WHITE PVC BY MICRON IS UNDER SEPARATE CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE SL 52 , (NOA). WHITE P/C EXTRUSIONS SHALL BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE 36 3 & °MIAMI-DADE �{ COUNTY APPROVED". AT THE TIME OF SUBMITTAL OF THIS APPROVAL DOCUMENT, THE CURRENT MTAMI-DADE NOTICE OF ACCEPTANCE FOR THE RIGID WHITE PVC BY MIKRON IS 10-0909.05. SHOULD MCA = t5 ' 37 V 10-0909.05 BE REVISED, RENEWED, OR OTHERWISE SUPERCEDED, RIGID WHITE WC BY MI KRON SHALL BE PER gat 42 11 IRE SUPERCEDING NOTICE OF ACCEPTANCE. y 1 EXTERIOR 1 27 24 10-JWN-0015a 28 SCALE. 03 28 Approved au comPlYMg Wilk Ilce PAGE DEsc "ZONI Flofldo Bulldi CDdo Data is �� TYPICAL ASSEMBLY DETAIL Mi e- IcBnlrtli�� QQ 17 N.T.S. ISOMETRIC B BILL OF MATERIALS ITEM PART NUMBER STOCK NUMBER DESCRIPTION VENDOR 1* 02465 Die: 9625 a Fin main Frame (75 ore D Mlkron 2 01975 Hole R Needed on Flange or Box Frames Only Roma] 3* 01B46 Die: 6177 Ins Glazing Bead 5-80 Shore D Mlkron 4 Various Balance Rod Assembly Size qty & determineby d window, sire. Uni ue or Caldwell 5 00242 #8 x 1.375° PFH SMS BX1.375 Pf}i SMS Merchants Fasteners 6* 01850 7057 -Sash Stop / Filler Vertical Processing 75-80 Shoe D Mlkron 7 01934 6573 - Glaxin Block: Setting Block 85 Durometer Frank Lowe 8* 01859 7126 - IMBdodc Interlock Processin 5-80 Shore D Mlkron 9 00647 7126.1 - Reinforcement FI Ra Reinforcement 63•T6 uminum) Indalex 10 01919 677183 Keeper -Deco-Tan Deco 11 01930 94195A325 6x1 PPH Self Ta In Merchants Fasteners 12 •- -- Screen Frame (6063-T6 Aluminum Intlalex 13 03320 #6A x 2.00" #6 x 2.00' Truss Head PPH SS Merchants Fasteners 14 00095 Dow 995 -White Part of IG Stack Dow Comi 16 10407 .375" M lar Tape part of IG Stack Ed eTech 19 04878 Bu I Sealer - HL5160M25 Part of IG Stack HB Fuller 20 04943 S er5 cer Part of IG Stack Ed eTecL 21* 01843 8439 - SIII Riser Sill Riser 75-80 Shore D Mlk �y7 0.750'" 3.000" 2� I r0.438° 0.187"x0.250" 0.ol" `ems 0.065' WEATHERSTRIP HOLE PLUG �-0.880"� TrP. a 22 a" = r-o° 2 B. = r-o" SCREEN FRAME SETTING BLOCK 12 8" = 1,_06063-T6 ALUM 7 g„ = 1'_0" 9 n o.oeo^ 10.040 0.065" m -r- 0.063" 0.488" 0.065' iv v V 0.275" rv. TYP. N TYP. 1.615° 0.030' o d I 6 --1.070" 0.110"-} }- GLAZING FIXED V MAIN FRAME 3 BEAD 6 SASH STOP 8 FIXED INTERLOCK 9 REINFORCEMENT 8" = 1'-0° PVC 8' = 1'-0" PVC 8 = 1'-0' PVC B" = 1'-0" PVC B. = 1'-0.. 6063-T6 ALUM. 0.200" 0.060" TYP. 2.576°! 21 SILL RISER 8° 1'-0" PVC �-T1.410°--t T } 0.870"�T[0.568, a 0.065" N P-li o$ 1 0.0�7�0"� 7YP. .4 0.TYR 065" uc Nth_ c o.oeo'TYP' �0.859 -} }-1.160"� "L---L VENT OPTIONAL ' LIFT RAIL REINFORCEMENT n SNAP -IN FLANGE g VENT INTERLOCK VENT STILE KEEPER 24 8" = 1'-0" PVC 2 e' = 1'-0" 6063-T6 ALUM. 2 7 6° - 1'-0" PVC J O 8" = 1'-0" PVC 41 B" = T-0" PVC 10 8" = 1'-0" ALL CORNERS MITER CUT AND FUSION WELDED ALL CORNERS MITER CUT AND FUSION WELDED i FRAME CORNER DETAIL (1) SASH CORNER DETAIL is N.T.S. EXTERIOR ELEV 18 N.T.S. - EXTERIOR ELEV m 2.746"-j � ASH LOCK ASS'Y J1� JD 8r=1,_0� }-2.625"� O JWZWFD1 O 39 40 SASH LOCK ASS'Y 0.530" 0.060" 0.307" 0.190° D.O60" 0.060" 0.060"--{{�0.060" 0.375"{� 0.290. r-4 0.375" PIVOT BA 36 42 R FRAME CLIP SASH CLIP 27 s" = 1'-0" STEEL 8" = 1'-0" SS s° - 1'-0" SS 32 TILT LATCH 8" = V-0" PVC the 0 Z W� WW /Zrn� U j4X; A� IDNm 0 V rl V >x¢LL�€€ QW (73 _ m W $ � ulw W0 8; V46 HVAC Load Calculations for Rafael Perez 4190 Collie Dr Lake Worth, Florida .40 �%' Prepared By: K Oliver KO Energy Design 561 327-7272 Tuesday, November 05, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac liesider�tial 8Light Commercial HYAC Loads , E6te Software Development, Inc <. KO Energy Design LLC � � - ; ;•'iNest;Palm Baacti~ EL..334a �l. . z.. _ _; ..._.� n: ,... ,. , ,. � . . _ . � ... .. ., . `� � „ -_ :.. Pa e=2' Project Report ;General -Pro' nforon, Project Title: Designed By: Karen Oliver Project Date: Wednesday, October 30, 2013 Client Name: Rafael Perez Client Address: 4190 Collie Dr Client City. Lake Worth, Florida Company Name: KO Energy Design Company Representative: K Oliver Company Phone: 561 327-7272 Company E-Mail Address: www.koenergydesign.com Reference City: West Palm Beach, Florida Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 26 Degrees Elevation: 15 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 45 42.23 n/a n/a 70 n/a Summer: 91 78 56% 50% 75 59 Total Building'Supply CFM: 899 CFM Per Square ft.: 0.676 " Square ft. of Room Area: 1,331 Square ft. Per Ton: 681 Volume (ft3) of Cond. Space: 10,648 Total Heating Required Including Ventilation Air: 24,015 Btuh 24.015 MBH Total Sensible Gain: 19,778 Btuh 84 % Total Latent Gain: 3,691 Btuh 16 % Total Cooling Required Including Ventilation Air: 23,469 Btuh 1.96 Tons (Based On Sensible + Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Dan\Dropbox\dan\In Progress\SILVIA\Price.rh9 Tuesday, November 05, 2013, 9:28 AM Duct Size Preview Room or Source Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Duct Name Velocityl Velocity Factor L/1 Loss Velocity Length Flow Flow Flaw Size System 1 _ Supply Ru nouts Zone 1 1 Living Room Built-in 0, 0: 0 0003 01. 6624 79 231� 231 1--8 2-Dining & Kitchen Built-in 0' 0 0.0003 0.1.668.4; 68LRE i 233 1-8 3-Utility Room . Built -In 0? 0. 0.0003 0.1' 617: 40 2t 121 1--6 4-Bedroom 3 Built -In 0. 0: 0.0003 01. 535.8 27 1.- 5 5-Bathroom Built-in 0 0 0.0003 0.1: 2847 11 ......73 . 25 1-4 6-Bedroom 2 Built-in 0 0 0.0003 0 1: 494 24 r „ 67 67 1- 5 7-Master Bedroom Built -In 0 0' 0.0003 0.1 564.2 29 tF, 77i= Tl 1- 5 8-Master Bath Built-in „ 0: 0 0.0003 0.1 524.2 34 71 I -- 71 1- b Other Ducts in System 1 Supply Main Trunk Built -In s 0 0. 0.0003 0.12 1145.3 312 p_7. { 899 12 Summary System 1 _..._ ......... .. _.... _.__ .... _ .... ...... . Heating Flow. 312 Cooling Flow. 899 C:\Users\Dan\Dropbox\dan\In Progress\SILVIA\Price.rh9 Tuesday, November 05, 2013, 9:28 AM Rhvac Res�derrtial &Light Commercial HVAC Loads Elite Software Development, Inc KO Energy Design LLC ,INest`Palm Beactr: F,L 33411 Total Building- Summary Loads Lcb escri ton Quart £ NLoss ..:Gam Gain;. Gain'. IA-cm-o: Glazing -Single pane, operable window, clear, 156 4,956 0 7,338 7,338 metal frame no break, u-value 1.27, SHGC 0.75 IA-cm-o: Glazing -Single pane, operable window, clear, 9.4 300 0 856 856 metal frame no break, u-value 1.27, SHGC 0.75 1213-0sw: Wall -Frame, R-11 insulation in 2 x4 stud cavity, 1097.9 2,662 0 2,673 2,673 no board insulation, siding finish, wood studs 1613-19-ad: Roof/Ceiling-Under Attic with Insulation on 1331 1,631 0 3,326 3,326 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-19 insulation, dark asphalt 22A-ph-t: Floor -Slab on grade, No -edge insulation, no 159 5,397 0 0 0 insulation below floor, tile covering, passive, heavy moist soil _ Subtotals for structure: 14,946 0 14,193 14,193 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,654 1,112 4,461 5,573 Infiltration: Winter CFM: 124, Summer CFM: 64 3,415 2,579 1,124 3,703 Ventilation: Winter CFM: 0, Summer CFM: 0 _ 0 0 _ 0 0 Total Building Load Totals: 24,015 3,691 19,778 23,469 Total Building -Supply CFM: 899 CFM Per Square ft.: 0.676 Square ft. of Room Area: 1,331 Square ft. Per Ton: 681 Volume (W) of Cond. Space: 10,648 Bmldin Loads, Total Heating Required Including Ventilation Air: 24,015 Btuh 24.015 MBH Total Sensible Gain: 19,778 Btuh 84 % Total Latent Gain: 3,691 Btuh 16 % Total Cooling Required Including Ventilation Air: 23,469 Btuh 1.96 Tons (Based On Sensible + Latent) h< Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Dan\Dropbox\dan\In Progress\SILVIA\Price.rh9 Tuesday, November 05, 2013, 9:28 AM -Rhvac R`es�tlential & Light Commercial HYAC Loads n Elite Software Development, Inca 1C0 Energy Desigri:lLC , �_ � � '�► '; .Vl►estPalrri BeacFiAFL 3347i_ _. ,. , ... .. '_._„�_ � t_ ,, . ,� . ., . ...... .: <. N , Pa a 5, System 1 System #1 Summary Loads Gornponent a Atea Sen , ;Y Lat Sen Totah Qtian%X�L'oss : ;Gain ,, ;' , , ain Ga►n;_, 1A-cm-o: Glazing -Single pane, operable window, clear, 156 4,956 0 7,338 7,338 metal frame no break, u-value 1.27, SHGC 0.75 IA-cm-o: Glazing -Single pane, operable window, clear, 9.4 300 0 856 856 metal frame no break, u-value 1.27, SHGC 0.75 12B-Osw: Wall -Frame, R-11,insulation in 2 x 4 stud cavity, 1097.9 2,662 0 2,673 2,673 no board insulation, siding finish, wood studs 1613-19-ad: Roof/Ceiling-Under Attic with Insulation on 1331 1,631 0 3,326 3,326 Attic Floor (also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-19 insulation, dark asphalt 22A-ph-t: Floor -Slab on grade, No edge insulation, no 159 5,397 0 0 0 insulation below floor, tile covering, passive, heavy moist soil Subtotals for structure: 14,946 0 14,193 14,193 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 5,654 1,112 4,461 5,573 Infiltration: Winter CFM: 124, Summer CFM: 64 3,415 2,579 1,124 3,703 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 System #1 Load Totals: 24,015 3,691 19,778 23,469 Supply CFM: 899 CFM Per Square ft.: 0.676 Square ft. of Room Area: 1,331 Square ft. Per Ton: 681 Volume (W) of Cond. Space: 10,648 vS tem `Loads t w s'tX Total Heating Required Including Ventilation Air: 24,015 Btuh 24.015 MBH Total Sensible Gain: 19,778 Btuh 84 % Total Latent Gain: 3,691 Btuh 16 % Total Cooling Required Including Ventilation Air: 23,469 Btuh 1.96 Tons (Based On Sensible + Latent) t R= { Rhvac is an ACCA approved Manual Jeand Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Dan\Dropbox\dan\In Progress\SILVIA\Price.rh9 Tuesday, November 05, 2013, 9:28 AM Rhvac Residential &Light Commercial H1CAC Laads Elite SoHware Develapment, In c KO Energy Design, LLC r A �Vest�P.,altn Beach Pa "e�6 System 1 Room Load Summary � � Mm�; Run'v� Runes C1g s �Clg Min, Act% Hf eNof shame � _,.< � '-�,. '... , SF,. ��. ,,,Bttlf.......,GFM � .� ��Size_=" .e . �Uet,." �� .Btuh , ,, i3tuk►..,x... ;CFM .. CFiVF: ---Zone 1--- 1 Living Room 378 6,070 79 1-8 663 5,088 683 231 231 2 Dining & Kitchen 232 5,253 68 1-8 668 5,130 517 233 233 3 Utility Room 127 3,104 40 1-6 617 2,664 365 121 121 4 Bedroom 3 154 2,047 27 1-5 536 1,606 203 73 73 5 Bathroom 49 817 11 1-4 285 546 91 25 25 6 Bedroom 2 132 1,882 24 1-5 494 1,481 177 67 67 7 Master Bedroom 168 2,222 29 1-5 564 1,692 222 77 77 8 Master Bath 91 2,620 34 1-5 524 1,571 321 71 71 Duct Latent 1,112 System 1 total 1,331 24,015 312 19,778 3,691 899 899 System 1 Main Trunk Size: 12 in. Velocity: 1,145 ft./min Loss per 100 ft.: 0.159 in.wg € Cooling Sensible/latent Sensible Latent Total 1itv " Btuh Btuh . N Btuli Net Required: 1.96 84% / 16% 19,778 3,691 23,469 Actual: 2.08 75% / 25% 18,750 6,250 25,000 E ui" rnent.Data . F Heating System Cooling System Type: Electric Resistance Standard Air Conditioner Model: "AM4AOA24S21 +TDR 4TTB3024G 1 Indoor Model: *AM4AOA24S21+TDR Brand: X1313 Description: 5KW heat strip 2 ton standard split Efficiency: 0% 13 SEER Sound: 0 0 Capacity: 17,000 Btuh 25,000 Btuh Sensible Capacity: n/a 18,750 Btuh Latent Capacity: n/a 6,250 Btuh AHRI Reference No.: n/a 5668443 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 91F, SOWB: 78F, WODB: 45F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 19,778 Btuh, Lat. gain: 3,691 Btuh, Sen. loss: 24,015 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 899 CFM, Req. htg. airflow: 312 CFM C:\Users\Dan\Dropbox\dan\In Progress\SILVIA\Price.rh9 Tuesday, November 05, 2013, 9:28 AM Project Information Project title: Designed by: Project date: Client name: Client address: Client city: Company name: Company phone: Field Verification Requirement Karen Oliver Wednesday, October 30, 2013 Rafael Perez 4190 Collie Dr Lake Worth, Florida KO Energy Design 561 327-7272 Field Verification Requirement All inputs/defaults/building characteristics used for the ACCA Manual J Version 8 calculations must be verified by the HVAC contractor in the field and/or must be verified by the builder/owner verifying that what is being built is consistent with the builder's/owners project components in this report. Test and balance reports if performed are to reflect Manual J system actual CFM for each individual unit. K.O. Energy Design must be notified in writing of any said changes. Equipment Selection Equipment selected below was carefully chosen to meet or exceed the FL Energy Efficiency Code. Alternate equivalent equipment selection shall also meet the attached Energy Code Requirements. Any change in SEER or size of equipment will require approval and plan revision. K.O. Energy Design must be notified in writing of any said changes. Manual D Duct Sizing Duct sizing has been carefully engineered at the stated s.p. Any deviance in duct sizing could impact the performance and efficiency of selected equipment. Any change or alteration in duct sizing will require approval and possible plan revision. K.O. Energy Design must be noted in writing of any said changes. Duct sealing Air Distribution System Test to be performed and made available for Rough Duct Inspection, if required. Item System 1 Air Handier Name System #1 Cooling Description 2 ton standard split Cooling Model Type Standard Air Conditioner Cooling Model'Number 4TTB3024G1 +*AM4AOA24S21 +TDR Cooling Capacity 25000 Cooling Efficiency 13 SEER AHRI Reference No. 5668443 Heating Description 5KW heat strip Heating Model Type Electric Resistance Heating Model Number I *AM4AOA24S21+TDR Heating Capacity 17000 Heating Efficiency 0% l Florida Code Summary: eport MR & MRS PRICE Titl MR & MRS PRICE RESIDENCE TMY-City: FL_ST_LUCIE_CO_I 2100 S 34TH ST FLAsBuilt -Elec Util: Florida Average FORT PIERCE, FL, 34983- Gas' Util: Florida Average Registration #: Run Date: Energy Uses `�R�efAre ce Home Proposed Home a -Ratio Heating 1.82 MBtu 2.00 MBtu 1.15 Cooling 11.30 MBtu 8.40 MBtu 0.74 Hot Water 8.48 MBtu 6.50 MBtu 0.77 Total 21.60 MBtu 16.99 MBtu 0.79 Building Loads Reference Home Proposed Home a -Ratio Heating 3.32 MBtu 3.82 MBtu* 1.15 Cooling 28.42 MBtu 21.13 MBtu* 0.74 Hot Water 7.83 MBtu 6.00 MBtu* 0.77 Total 39.57 IVIBtu 30.95 MBtu 0.78 * normalized modified loads Glass/Floor Area: 0.073 Total'Proposed Modified Loads: 30.95 PASS Total Reference Loads: 39.57 11/10/2013 1:18 PM EnergyGaugeO USA - RaRes2010 / Page 1 of 1 FORM 405-10 FLOkIDA'ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and 'Professional Regulation -Residential Performance :Method Project Name: MR & MRS PRICE RESIDENCE Builder Name: EMPORIUM CONSTRUCTIONS CORP Street: 2100 S 34TH ST Permit Office: City, State, Zip: FORT PIERCE, FL, 34983- Permit Number: Owner: MR & MRS PRICE Jurisdiction: 601100 Design Location: FL, Fort Pierce 1. New construction or existing Existing (Projecte 9. Wall Types (1186.7 sgft.) Insulation Area 2. Single family or multiple.family Single-family a. Frame -Wood, Exterior R=11.0 1088.00 ft2 b. Frame - Wood, Adjacent R=11.0 98.67 ftz 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1204.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under.Attic (Vented) R=30.0 1204.00 ftz 6. Conditioned floor area above grade (ft2) 1204 b. N/A R= ftz c. N/A R= ftz Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(88.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 240.8 a. U-Factor: Dbl, U=0.65 88.00 ft2 SHGC: SHGC=0.50 ft2 12. Cooling systems kBtu/hr Efficiency b. U-Factor. N/A a. Central Unit 25.0 SEER:13.00 SHGC: c. U-Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 17.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1204.0 sgft.) Insulation Area EF: 1.000 a. Raised Floor R=0.0 1204.00 ft2 b. Conservation features b. N/A R= 12 None c. N/A R= ft2 15. Credits CF, CV, Pstat Area: 0.073 Total Proposed'Modified Loads: 30.95 PASS Glass/Floor Total Standard Reference Loads: 39.57 1 hereby certify that the plans and specifications covered by Review of the plans and O�11JE SxA?fi this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance -i-- with.the Florida Energy Code. n+,,; PREPARED BY: t,(L -�cq,�CE2 Before construction is completed P DATE: tl - to - l3 this building will be inspected for compliance with Section 553.908 0 I I hereby certify that this building, as designed, is in compliance Florida Statutes., COb with the Florida Energy Code. WS Ft`.GQ OWNER/AGENT: BUILDING OFFICIAL: DATE: - t Q - 1, 3 DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Heat sys #1 may be undersized. Size of 17.0 was increased to 23.2 for simulation. Please review the Manual J8 report. 11/10/2013 12:56 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT . Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: MR & MRS PRICE RESIDEN Bedrooms: 3 User Conditioned Area: 1204 MR & MRS PRICE Total Stories: 1 1 ( Worst Case: No EMPORIUM CONSTRUCTIO Rotate Angle: 0 Cross Ventilation: Yes 601100 Whole House Fan: No Single-family Existing (Projected) Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 2100 S 34TH ST St. Lucie FORT PIERCE, FL, 34983- CLIMATE / v Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 1204 9632 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heatec 1 Main 1204 9632 Yes 3 3 1 Yes Yes Yes FLOORS # Floor Type Space R Value Area Tile Wood Carpet 1 Raised Floor Main _--_ 1204 ftz 0 0 0 1 ROOF / V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or shed Composition shingles 1241 ftz 150 ftz Medium 0.96 No 0.9 No 0 14 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1204 ftz Y N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 1204 ftz 0.11 Wood 11/10/2013 12:56 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS # Ornt Adjacent To Wall TypeSpace Cavity Width Height Sheathing Framing Solar Below 1 S Exterior Frame - Wood Main 11 50 2 8 401.3333 0.23 0.75 0 2 W Exterior Frame - Wood Main 11 24 0 8 192 ft2 0.23 0.75 0 3 N Exterior Frame - Wood Main 11 50 2 8 401.3333 0.23 0.75 0 4 W Garage Frame - Wood Main 11 12 4 8 98.66666 0.23 0.75 0 5 W Exterior Frame - Wood 'Main 11 11 8 8 93.33333 0.23 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main Wood 0.460000 3 0 6 8 20 ft2 2 W Insulated Main Wood 0.25 3 0 6 8 17.77777 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Double (Tinted) Yes 0.65 0.5 20 ft2 2 ft 0 in 6 ft 6 in Drapes/blinds None 2 S 1 Metal Double (Tinted) Yes 0.65 0.5 6.666666 2 ft 0 in 4 ft 6 in Drapes/blinds None 3 S 1 Metal Double (Tinted) Yes 0.65 0.5 16 ft2 2 ft 0 in 5 ft 6 in Drapes/blinds None 4 N 3 Metal Double (Tinted) Yes 0.65 0.5 13.33333 2 ft 0 in 6 ft 6 in Drapes/blinds None 5 N 3 Metal Double (Tinted) Yes 0.65 0.5 13.33333 2 ft 0 in 6 ft 6 in Drapes/blinds None 6 N 3 Metal Double (Tinted) Yes 0.65 0.5 5.333333 2 ft 0 in 3 ft 6 in Drapes/blinds None 7 N 3 Metal Double (Tinted) Yes 0.65 0.5 13.33333 2 ft 0 in 6 ft 6 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 128.232 ft2 128.232 ft2 64 ft 8 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 1579.0 86.688 163.02 0.3650 • 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 7.7 17 kBtu/hr 1 sys#1 11/10/201312:56 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 25 kBtu/hr 750 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubTpe Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 1 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — — Return — Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 240.8 ft Attic 20 ft2 Default Leakage Attic (Default) (Default) % 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[[ ]] Heatin[X] Jan [[ jj Feb Jan [X] Feb [[ ]] Mar [X] Mar [ ] Apr [ [ ] Apr [ ] Ma [X] Jun [X] Jul ] May [ ] Jun [ ] Jul Au Augrl Se W [ ] Sep Oct Oct Nov HNov Dec HDec Ventin [[ ]] Jan [[ ]] Feb [[XXjj Mar [X] A r [ ] Ma [ l Jun [ j Jul Au [ ] Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/10/2013 12:56 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant. Software Page 4 of 5 FORM 405-10 • Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 2100 S 34TH ST PERMIT #: FORT PIERCE, FL, 34983- MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, / programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and / sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in / Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum N A thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or / variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 11 /10/201312:56 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. 2100 S 34TH ST, FORT PIERCE, FL, 34983- 1. New construction or existing Existing (Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood,.Exterior R=11.0 1088.00 ftZ b. Frame - Wood, Adjacent R=11.0 98.67 ft 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1204.00 ft2 6. Conditioned floor area (ft2) 1204 b. N/A R= ft2 c. N/A R= ft2 7. Windows- Description Area 11. Ducts R ft2 a. U-Factor. Dbl, U=0.65 88.00 ft2 a. Sup: Attic,'Ret: Attic, AH: Attic 6 240.8 SHGC: SHGC=0.50 b. U-Factor N/A ft2 SHGC: '12. Cooling systems kBtu/hr Efficiency c. 'U-Factor: N/A ft2 a. Central Unit 25.0 SEER:13.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 17.0 HSPF:7.70 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Raised Floor R=0.0 1204.00 ft2 a. Electric EF: 1 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, CV, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspec ion. Otherwise, a new EPL Display Card will be completed based on installed Code co I' nt features. Builder Signature: Date: le 2 �3 Address of New Home: C> p&J City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at.energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software PLANNJAG & DEVELOPMENT SERVICES .j. wilding & Code Compliance ion BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: .2 z �PJ� State of Florida Certification Number (If applicable): (Company Name) Gf- (,D 2- l q _7'a have agreed to be the sub -contractor for e6��If D. (z (Type of Trade) (Primary Contractor) for the project located at /oo S 3 e (Project Street Address or Property Tax ID #) 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: b) P 3 1 '33 q D Phone: email: 5 ��� 4� A i A i v� . C,0-� f � 61rd,5q( SIGNATURE PRINT NAME DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS DAY OF �� , 20� BY l� i S WHO IS PERSONALLY KNOW OR HAS PRODUCED AS&IFTrNo YbO: V 4l �%L Lri :'�:;�Y'^�B`,, 'WA _* MY COMMISSION # EE 027790 IGNATURE OF NOTARY PUBLIC o EXPIRES: January �4, 2015 �] I PRINT NAME OF NOTARY PUB aFo;. gcnded Thru Notary Public Underwriters OFFICE USE ONLY: PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division S P� BUILDING PERMIT 3 CHANGE OF SUB -CONTRACTOR AGREEMENT am requesting a change of Main Qualifierame �f sub -contractor from /v � �ie/�� 1' n /W yu�' ' `^ the new contractor listed below. Existing Sub -Contractor n,aisal New Sub Contractor Information: St. Lucie County Contractor Certification Number: State of FI� a ificatir,", ber (If applicable): G�L� �.� r'�?3 Y_ %J r, Z,-& • have agreed to be the (Company Name/Indivi al Name) �GS"a(,6/! t�LSub-contractor for Lh 4(4 (Type of Trade) r/imary Contractor) for the project ro'ect located at C> 5 3 ��` 5���F er*-(e-e F( 3 (Project Street Address or Property Tax ID #) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAI, SIGNATURES ARE REQUIRED .--J u `y SIGN/tM PRINT NAME Business Name: �Y� W t S Address: .2- Ll 5 S `� s City/State/Zip: F 5 &_ Phone: ') 9- 7 OFFICE USE ONLY: z DATE L• PERMIT # ISSUE DATE Q, of I cs,- - . Q-.-- Ernie , y j Electrical: UPGRADE ELECTRICAL Work includes: Complete service of 150 AMP with brakes box. Wiring and cables, are fault, new meter, smoke detector, switches and receptacles 20A Spec, wall plates, disconnects, control and starters for mechanical equipment. Lighting fixtures and lamps, wring devices and others components as per blueprints. Mechanical To install new Air Conditioner 13 SEE11'tin-nd ventilating systems as per Energy Calculation, including duct wor i c ion with a complete system, piping, insulation of pipes, grills, and to install a c ndensate drain from an air conditioning unit to an existing safe waste., and others components as per blueprints. Windows Replacement of all Windows with Impact Premium Atlantic Vinyl 8100 series, PVC, Single Hung L.M.I -(NOA # 10-1025.01 Attached)-, as per blueprints. Roofing: Replace existing flat roof with new, (5/8 CDX Plywood w/ bituminous flat roofing hot mopped or torched , galy drip, (2) 2" 2x10" beam, 4" X cont vents, Simpson strong tie,) replace existing post with wood, Install a new concrete pad at covered porch area (4" concrete-2500psi- slab on ground, and F30 concrete pad) as per blueprints enclosed. Sincerely, JU Contractor 2 - I Q DO NOT SCALE MR. & MRS. PRICE PROJECT 2100 SOUTH 34TH STREET, FORT PIERCE, FLORIDA 34983 FOR EMPORIUM CONSTRUCTION CORP. MR. & MRS. PRICE PROJECT 2100 SOUTH 34TH STREET, FORT PIERCE, FLORIDA 34983 FOR EMPORIUM CONSTRUCTION CORP. 1L am up----nm BEDROOM i �II .••• 'T.••• - _— ■ INK, ••• -u•KITC- _ .AM �� UTILI Y kOOM L� i nji I i COVE ED PORCH �� L i/J I z a' �• err,> f,! m F pii6AL 15Ytv1#3OLi 5 (p WIM I= TA= Al' 11' AM �` b C-'SfVr[F MM n ,plr lush rlam f� 11En wv ttkLT JF M%t`"ll n�Kl�l.t -0{ tj rp- f7t.ftEwsr, rauP UP Wl �VtraEP pom MIL ItL�v3fi[+:trlr ueHr MKr1F= W44- Lf11D. �P GfjE4Wtr3'IAaE WArEFFBPSP 4 fli`IY}L1! da[K r wilkv 0 HI Hal' c o hi irw -5a1TCIi 9Wic Pa=- `r I TII—Mt:1F Gff= ," IV Arr. , ftwI A- 6ttitk H :7G�-i31:r RruPr'ticte �1 1`�lT�E:T It]] fr rG'R J Tt13z1 iX rA11: O Entko r m u► A E tErE[•TOR ELECTRICAL SERVICE RISER Av 6$, �. mE7ot , 1�. ;#2 F.P.L. "- o71. STANDARD um (129 amps) ,72. 70 F.P.L. -0, 104 CU, Tn : ROUND. FOOIIER STEEL & COLD WATER PIPE 44. 3p5 IN 2- NIRD CONDUIT 45. .125 PNP. MAIN CISCONNEC7 ;5. -3-41 IN 1/2- RI"cID CONDUIT d. #5 GACUND #7. 125 &UP 120o0-4EC V N% CCPr-ER 'AIMNC MAN LUG CI WIT SREAKER PANEL MR. & MRS. PRICE PROJECT 2100 SOUTH 34TH STREET, FORT PIERCE, FLORIDA 34983 FOR EMPORIUM CONSTRUCTION CORP. ELECTRIC PLAN SCAM 1/4* — f-G' ELECTRICAL PANEL CIRCUIT BREAKER DESCRIPTION LOAD / kW WIRE SIZE P APAP NU 1 IT. ARP (b0 Kte} alit i IA SAW AJG bow. Al (42 KO (11 # 6 97 5rA X pas- ArN 190 Kw Mo + bA W/Al Gc"Tcp IW Kw ({0 b 9 Whip pistwo-` u, IC 10N Will Io WAY pkK4i Iz Krl 04 it II WAX GKI'O_A- lO Ku (14 N Iz ;OAJj° IILFO �6 KtV (xiA Iz I'H4 20AYP W001 (en / qWl. Onyticr; 90 KBJ (14 is I649 VA/W W)m r0 w Ni4 19 17 20jr WASM Ir KW Ik 19A 2"/W WATIZA ! GAM OW &A.3 45 "1 (1)§ W 0 :O/P lit.. R. It KW Ix 26-* W/p LEES & W2W, it KEY 1.11N 14 "AO +W"? WAW- T6TA. L1ttErMP L6W IST lJ W. Ar W% Fti+ tk AT 422 I" VVA'1'S PWWATT13 A WAMS AHWt MIR lixt %W 'AAtrS TOM Dawn Lw, 2U.10 WATTS " 2W V — ItO AAFS MR. & MRS. PRICE PROJECT 2100 SOUTH 34TH STREET, FORT PIERCE, FLORIDA 34983 FOR EMPORIUM CONSTRUCTION CORP. t LI MR. & MRS. PRICE PROJECT 2100 SOUTH 34TH STREET, FORT PIERCE, FLORIDA 34983 FOR EMPORIUM CONSTRUCTION CORP. MR. & MRS. PRICE PROJECT 2100 SOUTH 34TH STREET, FORT PIERCE, FLORIDA 34983 FOR EMPORIUM CONSTRUCTION CORP. 24' Victor Hernandez PE 472387 Project # Osvaldo Benitez Residence SE HERNANDEZ STRUCTURAL DESION Project: 2100 S. 34"' ST. Ft Pierce Fl. 34983 Upon owner request are our finding: It is our,profE in accordance with rnanufacf 1 Victor Hernandez, PE `,,"" 754-422-8796 A inspected the above; merttion project, these opinion that --the windows has been installed acifications to me t,20�10 FBC. ors 8020 Hampton Blvd, Apt 314 North Lauderdale fl 33068 Phone: (754)-4 PERMITMAdBER; NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Commencement. 1. DESCRIPTI,NOOF PROPERTY (Legal description and street address, if available) TAX FOLIO NUMBER: SUBDIVISION tAJa t,lupd /72rlo,/ BLOCK G TRACT LOT�_BLDG uraT 32 �3 _ .reO 2 y/7- 7a2_ o/2o_60o z/ �. Ioo S 3 2. G LDS ON OF IlIlFROVE y & - % r /�! ! 3. owNER INFORMATION: a. Name L �-� QPr i ee b. Address 2 /o-o s 3 y� s�,% C t` L ,, L rd e— C. Interest in property d. Name and address of fee simple titleholder (if other than Owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: eM G t oR/v r o.J sTK ej c'frv,� cle FIQ�'L 3 y 9s3 P: 115"6/- 9 2 4 6 OF P? 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (1) (a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specked): 20 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER A R THE E}(p ATION OF TiiE NOTICE OF COA 4MENCE NT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTERY13, PART T sE TION 713 L3 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENrIN WORK E ORDIN y0i m NOTI OF OMMENCEMENT Signature of Owner or Owner's Authorized Officer/Director/Partner/Manager c4 f�. oeP� �S'�. Prtnt Name and Pro videSignatory's Title/Office State of Florida County of S -t . Lucie I The foregoing instrument was acknowledged before me this --� L day of tkGel�,6er 20/ -0- By cV a 4-•e y,- H , c as For (name of person) (type of authority,... e.g. officer, trustee, attorney in fact) (name of party on behalf of whom instrument was executed) Personally known or produced the following type of identification: �•;g``YPG�" U� M. Pagan A-,-1-D(P;RES q Ct;. MJOWEE069050 ': MAR. 22, 2015 r ature of Notary Pu ) WWZf ONNOTARyccm Under Penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (Section 92.525, Florida Statutes). Signature(s) ioftner(s) or Owner(s)' Authorized Officer/ Director / Partner/Manager who signed above: By _ By ;u0-nrnC— m;oF> 0W*Zm Z 7 o8 �Cn °' � �4N M C, 0 C;r y�0=t N o O cWr, 'w m � ar R n' O °� m z c 0 O c Rev .08-09-07 (S.Recording) �y 1 1 PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: f 6734 State of Florida Certification Number (if applicable): GCG " I f!) Z 5 t I Z CM LO t3 A L (e v t Gc.S LLC have agreed to be the (Company Name/Individual Name) �i: 5t> ►T ► a 12100 FM cL sub -contractor for FM f VeI VH e(2•u Si I1?u cTl o 1.L 4jlte (Type of Trade) (Primary Contractor) for the project located at dal' Slum 109 T p,E r-ce (Project Street Address or Property Tax ID #) 24 l7 .. 10Z— D I OD Doo) Z 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 of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: G Lgv�AI- 'PRA 1f 4Tc> C.&5 LL C Address: al�iw" (jr,.A Dr. City/State/Zip: irw Jl, 3 3 5"71 Phone: 19C 3117_Mq email: t�►'1tGGf��'1 lorldc,.�.�.� SI AT �IPR1INT NAME DATE STATE OF FLORIDA, COUNTY OF T Ll 1LSLo YaU cl THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 10ADAY OF DMe_Vy1-,Y , 20 13 BY licr G • ?Cri f Z WHO IS PERSONALLY KNOWN X OR HAS PRODUCED AS TIFICATI 0 SRINATURE 766TARY PUBLIC OFFICE USE ONLY: LO ano aolc\, PRINT NAME OF NOTARY PERMIT # ISSUE DATE ROSARIO DANILA Notary Public - State of Florida My Comm. Expires Oct 2, 2017 Commission • FF OM93 YLAI'NAIAU & LEVk;LUYMEINT SERVICES Building & Code Compliance' vision BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): -P1Um (Company Name/Individual Name) have agreed to be the sub -contractor for z�XIP6 elLi/"j C o/,j (Type of Trade)J (Primary Contractor) for the project located at 0- s 3 S✓��� 1 CF�'� 3 (Project Street Address or Property Tax ID #) Zy/�_ 02 _ c7/ C� is -,/,Z 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: �) Z % 2 L, I ` q q � 10 email: T "RA. )�Cgfc4� I SIGNATLJR5 PRINT NANM DATE STATE OF FLORIDA, COUNTY OF THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS ,L DAY OF 1/t, �'J,b2,y/ ' 20 / J BY &&CfJ62 b r S WHO IS PERSONALLY KNOWN 1'�OR HAS PRODUCED AS NTIFICATI (STAMP) L11z. •''��'�"°� Luz Pagan IG A OF NOT PUBLIC PRINT NAME OF NO ARY PUBLIC ''R '�' M Q COMMISSION# '•,',d� EXPIRES; M�REE069050 nv.A�ONNTA�yW; OFFICE USE ONLY: PERMIT# L�� � ISSUE DATE r. i PLAANING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification /Number (If applicable): `5 -f 2r� /,P 6�&_ r XA / y e ", agreed to be the (Company Name/Individual Name) 2 S i JeA �1( 2 f sub -contractor for (Type of Trade) /(Primary Contractor) / for the project located at a / u d �p��� .J �,g S`�✓ t- `� (Project Street Address or Property Tax ID #) 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 of the Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIRED Business Name: ��ZN r-� G� �r` �u prl Address: City/State/Zip: Phone: 7 72— 70 -- 2,2:64- email: AME STATE OF FLORIDA, COUNTY OF S t Gr DAT THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS 10 DAY OF BY 3 WHO IS RSONALLY KNOW OR HAS PRODUCED AS% IDENTIFICATION. SIGNATURE OF NOTARY PUBLIC OFF] 20 ( % (STAMP) PRINT NAME OF NOTARY PUBLIC Victor Hernandez PE #72387 HERNANMEZ STRUCTURAL DESION Project: 2100 South 34st Street in Fort Pierce Fl Re: Roof Sheathing, Strappingmand Upon owner are our finding It411s has been installed sheathing re naffed The existing been replaced by a damage, exs�ng 2x The connection beta LUS26Z hai'aer4toE Vic,oi• Hernandez, PE 754=422-879 . -31j`I I iestywe�haVerns�ect�d the3abouem:eyntion project, these r professronalopnion,that they reroofing in Flat roof area accordanee`withmanufacturer s specifications and roof reet 2010 FBC. � s4"�Iedger locatedf,at East side OF THE CARPORT, has w & bl PT to�rouide bearing for existing 2x8 rafter, all afters Id Deck were replaced or fix. n n�ew`2x8 ledger and existing 2x8 rafter were at Simpson RECEIVED I'0" 20 ?n+a 8020 Hampton,Plvd, Apt 314 North Lauderdale ,fl 33068 Phone: (754)-422-8796 Jan.22.2015 09:18 AM Eij `,_rium Construction Cor 772871(-"`-19 PAGE. 1/ 1 Planning & Development Services Building & code Regulation Division 2300 lfdrgin➢a+ Ave Fort Pilerce, Fl. 34982 772-462-2172 Fax 772-462-64 43 CER77FICATE OF TERMITE TREATMENT -L� -CONSTRUCTION SOIL TREATMENT PERMIT #:, 7 r JOB ADDRESS: OO C N ri C Q.OS.k Q CO PEST CONT 0 CONTRACTOR: 4 .. PEST CONTROL. LICENSE#: Wet the undersigned, hereby certify that we have pretreated the above described construction for subterranean Wrmites in accordance with the standards of the National Pest Control Association. Square feet if area treated. Chemicals used: A2 .- � Percentage of solution: Date of Treatment: -Forting -V Treatment -Re Treat 17rlveway Treatment Re -Treat ____,_Other 112 Treatment fie -Treat Total gallons used: Time of Treatment: Slab . J1 Treatment -Re-Treat Pools 161 Treatment Re -Treat ?S perimeter for Final Inspection signature of merflnator Notes, There must be a completed form for each regu/red treatment or me treatment and tJtls farm must Ire on the job .Site to oe picked up by me inspector at mme of each Inspeeffon ar the achedu/ed lnspecdon will fat/ and a re4nspeWbit fee charged. Foe 1W.16 Gertlfeate of Arotect/ve Treatment for prevention of termlles A We,�ther re5lstantjobsite posting board shall be provided 0 rewlve duplicate TreatmentCadi9catas as each required proh5cbve treatment Is comPkged, providing a copy fnr me person the permit is Issued to and another copy fnr the bulldin.4 permNt fries: Me Treatment Certificate shall provide the product used, ldentliy of the appllcator, time and date of the treatment site location, area treated, chsmlcal used, percent concentration and number of gallons used, to establish a vedl7able MOW of protective lrreatmed If Me soli clternIol b2rrier method for termite prevention /s used, final exterlor treatment shall be completed prior to final bul/dlrtg approval. St Lude County requiva for the final inspeCdon for CO, a permanent Sticker to be placed On the Qlv tacel panel btu cover, listing all the tre;Aments and dates of applicIlti®ns- RECEIVED JAN-2 2 2015 Planning & Development, vices Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30 — Day Temporary Power Release Date: W/-� ��/ Per Property Address: FZE pit N tuber: 03 0 �' _ C>qr THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENTS IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above state purpose only, and there will be no occupancy -of any type, other than that permitted by construction during this time period. 2. As withers=by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. All requests for an extension beyond 30 days must be made in writing to the Building Official stating . the reason for the request. Power may be removed from the site'and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100 will be required to lift the Stop Work Order. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE TO THE DISCONNECTION ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. ---- ----------GENE Z_//o /e" TE IGNATURE------ _--- -- - DATE------__ ELECRICAL ONT CTOR SIGNATURE DATE M 4 0 C6 ry LU 2 U Q V z O H LL LU V Z O H z INSULATION CERTIFICATION CARD r Permit #: Insulation Contractor Name: Jobsite Contractor: 6-11`1� 6 f/mil r'/ G`ds�� 03:4 -rp-. /j b Jobsite Address: ��� 3 �/s� S�re�� `�r �'��'� 3 q� S3 Section: lock: - Lot: Ceiling Insulation Manufactures Name: L( Q,7 5 G`� r,,v 4r c(-c, �o C.lz -- Insulation Type: , 27o R-Value of Insulation: ,PZ, 3 c , Thickness of Insulation Installed: 9- Location of Insulation Installed: Date of Installation: /� W llnsulation Manufactures Name:. )k 4 2 u- Insulation Type: t` -Czl� R-Value of Insulation: Thickness of Insulation Installed: 3_ Location of Insulation Installed: Date of Installation: 6>6 / /Z / 1,1 -,� /l s ( kia'-'d Please Check One: ® Attic insulation installed With ventilation per R806.1, R806.2 and R806.3 Florida Residential Code 2004 Conditioned attic assembly insulation has been installed per R-806.4, Florida Residential Code 2004 THIS CARD MUST BE POSTED IN A PROMINENT LOCATION AND RETURNED TO 9 HE BUILDING DEPAR 9 MEN T BEFOE YOUR FINAL INSPECTION!. Insulation ignaWCEIVEd Ott' Y 0 MT PSL License # :. :. HERNANDEZ STRUCTURAL -DESIGN = ' Victor Hernandez:' :.: PE #72387 FEB Project # Mr. &'Mrs Public WcW Ks.. Price: Residence Lucie u St.co �,ty;: FL ..Project' 21:00 S. 34":.ST. Ft.Pierce F1..34983 :. . A. ..... ... ..... p{tt s���� 1 ,Wtti���4i t .. :. .. ' ..... .. .. ..... ... yStV��tit�}Ibrl�t3�iSst54r{ ��js��i .' .. 1 �1 tti ! t I�I Il 0.�t1��� �,i4 tt��1't��N1�t,��ws , t, 1h �- ! �,�t i� tliq, ,S jltlEk��ikltF't�����i�� ��t1�����i ii��,�i ��t it,ofMr. &Mrs. Price; Pursuant to the,ti eq��s�txistirig covered .....' ' ..... � ���it i��4�yG�tli�itl���tt�,�% t � 4i. � 4tij}V11 jtsnr,y 1, , x 11St F��4S}ti y����i�1M��� 6i`s�t ... ... . porch 'at property memo a ode 1 the��H ""tip g ,�rraof will ,r� ain .and contractor'is.. q,r�Uhi��t�a � r responsible: to replaced damaged}i,plywQ{d4j�o�st�� "ith�sirr filar or. better piece also ..: add: one Sirnpso�nt str�on� tie H:1'4"to`�''eaeti����extstm�g R�)oist. Will be� added to existing porch: new"4x4�~twood` ,columns (SOUTHE,RN!R� ,L ., E No. 2 OR BETTER) to i!'`�`'yP��� -'replaced ` amage.col<<(rnninew footing �3j0,30�y�s��2) at base,of each new column 1���}4 .. { 4 LF t� �5 �i�i�� 1 ,f�E�� } khl � .. . . and new }4��� concrete slab�l� �p ease refer �� o�%Hdet S-2 for location reinforcement ;gltlt�itj�(���iit �11 `t1�1' Phi ii{1 �i�, o . ... j,,i�'` , and co,�ihection U't ff t "!2 ttt;;6 :. 1 i&`i �� �{�,jiE�i iiiti�{t 1h 4iit{�ii 21, V' ctor Hernandez, PE 7 4-422-8796. 802Q Hampton Blvd,'Apt 314 North Lauderdale fl 33:068 Phone: (754)-422-8796 : Victor Hernandez PE #72387 Project # Mr. & Mrs. Price Residence HERNANIIEZ STRUCTURAL MESI63N I®®E Project: 2100 S. 34th ST. Ft Pierce Fl. 34983 Pursuant to th porch at property me responsible to replacE add one Simpson ttrc porch: new 4x4wo replaced damage co and new 4oncrete and cQ�nnectlon. Victo Hernandez, PE 754-422-8796 2-%1 12-01 Mr. & Mrs. tie HT4 tc each ,olumns (SOUT , new footing rat . please ref ref FEB - 4 2013 Public Work, St. Lucie County, FL 3 ® Ca- d "�' ( 4. l to 'c ,,,P'eAsting covered �f will remain and contractor is e ,.1 y- vith, slnit Ca' r or better piece also 30Jst. Will be added to existing 'IN3E No. 2 OR BETTER) to at base of each new column S-2 for location, reinforcement 8020 Hampton Blvd, Apt 314 North Lauderdale fl 33068 Phone: (754)-422-8796