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HomeMy WebLinkAbout1013 Cypress Ave 18-1083t ttiftti t1 1111111111111 tllll Iflil fill ifii THIS INSTRUM&IT PREPAFj,EQ BY: Name: 1}{ r Address:<o Lr Ft 32 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BK 9033 P9 6 (iPgs) CLERK'S 4 2018022574 RECORDED 02/28/21318 11:44-14 AM RI,C:FII,:'.'i:NG FEES $10. 0 RECORDED BY hdevor Parcel ID Number: 2 " 9 — 30 — .SAG -120 0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) GENERAL DESCRIPTTION OF IMPROVEMENT: , I ) I , OWNER INFORMATION: Address: 3,0 40 Sak, 61 r 4 0o Ire- , 0 V1f9cl0., LLi 3 Z ?6 Fee Simple Title Holder (if other than owner) Name: Cds7 7Te3%]: Address: 3 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my kno I and belief. N f3 oT LLC Owners Signature Owner's Printed Name Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' State of % 1 61 County of — Se,l Af WQ P 6 The foregoing Instrument was acknowledged before me thisL-j:ZtJ' r- Hay of r 20 byY 0 e LCIIAet Lip CU Who Is personally known to me Name of person making statement OR who has produced identification type of Identification produced: 'T L_ CERTIFIED COPY GRANT NIALOY CLERK OF THE rglCt'' ! CCOURT AP;D 'PTI"iLr'rlr! J n EMIRrlJ 1111A BY ANNETTE 61 BLAND c Notary Public - State of Flonca Commissior = GG 17C9CC 1-- N1v Comm. Expires Jar 16.2022 5creee rr.gr Na7cra Noah Assn Notary me REQUMED INSPECTIONSEQUENCE Bpff- le . / m 2, Address: 1(913 CVOS5 Wm max Insjeeeflon D Ion. escripti Footer / Setback S.temwa-11 Foundation'/ Form Board.. Survey Slab f lvf-ono Slab. Pre our Lintel / Tie Beam / Fill Down- Cell Sheathing— Walls- Sheathing— Roof z Roof Dry In 30 Frame Insulation Rough In Firewall Screw Pattern 50 Drywall / Sheetrock Lath Inspecti-on Final Solar Final Roof Final Stucco./ Siding Insulation Final Final Utility Building - Final Door Final Window - Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Final Single F-amily-Resfdencet Zam. Final. Building, (Other) LECr PIC E Nun max Ims2ection Descri2tion Electric. Underground Footer /* Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 0tE.? 0g Mma Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub' Set Plumbing Final Mechanical Rough rlilkec' cal. Final Gas Underground WIM M REVISED: Rme 2014 DEPARTMENT- SkNFORD FIRE CITY OF FEB 7 7 2018 Building & Fire Prevention Division PERMIT APPLICATION Application No: 18-1 o8, Documented Construction Value: $ 13 r,>S V 2n 1i 2) Job Address: /li , P dl L/3 Historic District: Yes NoEf Parcel ID: Type of Work: New Additio Residential Commercial Alteration[] Repair[] Demo Change of Use[] Move[] Description of Work: dt 7 ( Plan Review Contact Person: Phone: 4W --63 0O37 - Fax: C7fUty V b T erl7 Title: a nu -e r . Email: uj e Yo re ec, fe- .JY11 `•• ll Property Owner Information IL Name 4-,bo LL - Phone: ` 7 — TS3D O 3 Street: 3Ao !to Nye Resident!of•property? City, State Zip: Q Y i e UO, FL-1 -- 2 2 G5 4 Contractor Information Name n 4 J A f 1 e J. Phone: Street: Fax: City, State Zip: State License No.: I Arch itect/Engineer Information A Name: w G h 1 'I C C 1 S. Phone: Street: 12, %) S. P I;i W a S5ee Rd- Fax: _ City, St, Zip: Qv 611109 rL! 32 8 35-. E-mail: Bonding Company: Address: 4b Zg9 5020 Mortgage Lender: Address: LA O 1- WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, _ CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of.a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners; etc. - — — — - FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code Revised January 1, 2018 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. PA 44607"6 Signature o wner/Agent Date 012 TE a Print Owner/Agent's Name J 2- 2-1- / Signature of Notary- AKhETTE M B Notary Pcblic - State of Flonda I • ` Corrmissior # GG 170900 61v Comm Expues Jan 16.2022oaqAssn Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida ' Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building z Electrical Mechanical [g Plumbing[g Gas[]Roof Construction Type: Occupancy Use: Flood Zone: x— sc-. il-AU0, Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Headseads APPROVALS: ZONING:3' "` UTILITIES: ENGINEERING: M i C- 3 4548 FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: %: W-A.19 COMMENTS: - Ok to construct addition on existing Single Family Residence. Meets area and dimension regulations for the SR-1 zoning district. r Revised January 1, 2018 Permit Application 187 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Jorge Botero Firm: Botero Real Estate Address: City: State: FL Zip Code: Phone: 407.453.0037 Fax: Email: boterorealestate@gmail.com Property Address: 1013 Cypress Avenue Property Owner: Nabot LLC Parcel identification Number: 25-19-30-5AG-12OB-0080 Phone Number: 407.453.0037 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY - Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map,Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-1083 Reviewed by: Michael Cash, CFM Date: March 15, 2018 CITY OF SANFORD FIRE DEPARTMENT PLAN REVIEW COMMENTS Building & Fire Prevention Division Application Number: 18-1083 Date: 04/11/2018 Project Description: Addition Contact Name: Jorge Botero Job Address: 1013 Cypress Ave Contact Email: boterorealestate(a),Smail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Two (2) copies of a Sanford Product Approval Specification Sheet (attached with email) FBC 107 2. Two (2) copies of Florida Product Approval and corresponding installation instructions (approved under the 2017 code version) for the following products: Exterior Door, Single Hung Windows, Fixed Window, Roof Vents; & Shingles FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official Detail by Entity Name Page 1 of 2 Flonda Department of State DIVISION OF CORPORATIONS 1 •DIVL o,i uj w/ uclal Zitujt, ujFlvrlla n'eL1&r Department of Slate / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company NABOT LLC Filinq Information Document Number L13000174153 FEI/EIN Number 46-4310340 Date Filed 12/18/2013 Effective Date 12/16/2013 State FL Status ACTIVE Principal Address 3334 Hamlet Loop Winter Park, FL 32792 Changed: 04/14/2017 Mailing Address PO BOX 621824 Oviedo, FL 32765 Changed: 04/14/2017 Registered Agent Name & Address TORO, CAROLINA 3040 Salisbury Cove Oviedo, FL 32765 Address Changed: 04/14/2017 Authorized Person(s) Detail Name & Address Title MGR TORO, CAROLINA 3040 Salisbury cove Oviedo, FL 32765 s Title Manager Botero, Jorge A ' http://search. sunbiz. org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 2/27/2018 JWB ARCHITECTS 1 '].'i\:l/_\Y/sF`-`l:l l'LUY 1•L•!<•]N+_1 I I•l y yi:R WEB: www.jwb-arch.com TEL: 407.298,5020 Letter of Transmittal TO: Jorge Botero 407-453-0037 borterorealestate@gmail.com LICENSE NO: AA W1266 FAX: 407.298.5030 PROJECT REFERENCE: Botero Residence, 1013 Cypress Avenue, Sanford FL 32711 17-071 FROM: JWB Architects WE ARE SENDING TO YOU: x Attached VIA: Overnight Delivery Mail Courier Fax FOR: Approval/Action Information Comment Distribution THE FOLLOWING: x Drawings x Specifications Submittals Other Under separate cover Email Other Use as requested Other Digital Files NO. OF COPIES DATE FORMAT DESCRIPTION 2 Sets 2/23/2018 Hard Copy A000, A101, A102, A200, A201, A202, A301, A302, A401, A402, A403, C201, E201, P201, TR201 — Signed/Sealed 2 Sets 2/23/2018 Hard Copy Energy Calcs (12 sheets each) — Signed/Sealed 2 Sets 2/23/2018 Hard Copy Load Calcs (12 sheets each) — Signed/Sealed 2 2/23/2018 Hard Copy M-1 2 Sets 2/23/2018 Hard Copy Truss Package (Alpine — 7 sheets each) REMARKS: BY: CC: Lrr., Drac ,U., L+t A ..d rbr S..rb 1/7 .1 .11" .dj.. r.r .. rbr I.rtb, S171 11, 7'." I. FLORIDA LARD AND COLONIXA7/ON CONPANY LIMITED E. I. 7NA rFORDS NAr OF 711E TOWN OF SANFORD. rt.rdr.p t. fbr Flog rbor.f, a rrr.rdrd a rl.t I..t 1, rsr(t) lb tbr..Sb L+, -1--, fib, rsltr irr..d../ S--k C.—y. FL_ C.--flp .—It— 11179+ r..r,r 0070 S.//frs F F_/_t_M, D.rrr f.7t/7II7 FI.+d 2'..c X D.tr ./r11 11/91/2617 Crrlf'rrd rr- X.b.t LLC, . 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Y+Prn opton U drvpud .or Ntovonj, toed & n APPROYIAUTE •If and Me Gud . — o•+r xoP'ovYwrttwf Bete n•1 Ior. ltereolr .NY Ib 1... •rlwr mr4 Pn10 Ile• •M1• b Pe feu tlwL UlN Inv a K•nnnrtI..rty Il W r.loo.lx.l aIr.11i y_ s any v.Ar. wrvo.cnrr... t1• tocmea dAry I.L'.,ow col.r.tV to c.nnrm bcd1.L IM.r••t.rrl l•]rE a trflPeny tovn ulrtll Mtn 1 f. TM c"_ b W t ,n.F not be roar tw to 7. Dlnrolluv aKnxrl art Mal ..ttl m ,ed vrew.N nnl.d WAYry.pry' 4uol..rd dTaJt! hWM1 t• riYwlV>.P YY•aAana-anL' r. Th. r It • .OINgARy SURVEY IrYea. 11O Y,];,ot klt t rr•iau •ub.tYly M.o. ov—n.. not" ISR— lob ^ tlr. P" In. tPq •. Thk prv.r or we w, a.t •rrrN .n - ww u ,pratM Mtiinq r.aM lnr.y.r.e. r lti orr5rolra+ro.nVW 1U.TN tr9.r ettrnl.r e., aligrl•n n•Ina. a ..xl x •n,l rm Th.. d11Ra.ed Ivrepn o VIW omjnvt td No blMtOnHnM•.nl uaedTlnep¢aIpIN W 21. Rw.nq nr..TnYraara acy rF.rttilt M t•1eVrl.enl aWw.e• I.rrvk tutrH 22.11Y. vermrtlK St,.rb LM SIrWAYFIXY.e I,Alt hll•] are nol rarlyl u.119f a•terr.e Med I.pld • :T Fortr 4n. r RI —III Vd 12. TM. arrv.v 1] not to W treat la p.rinllvq er lrrtvs'LF' i. Y h Rbr.t A•xr..ratj Coy, to cunlruct... olmry Ynd tfyrin i' 2Qit,R7tMa (% t nrr.,Y uYr wr„n. f4ar•... a mw rtl ngirr'..y,. YF' wrF / t+.'Yr•'•wf••/ v tl!•cul+ Scum RalPn sw• ., o. rc >,t. h— Jw Mnoe r.Y r Ilwuw+Lr.lf ae atA L.R 7112 RECORD COPY CITY OF S ORD FIRE DEPARTMENT Building and Fire Prevention Division PRODUCT APPROVAL SPECIFICATION FORM Permit # I ,-- 03 # $ - 1-0 8 3 c 5ANFORD AART Li Project Location Address (© J elf C-525 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging N A60N ITS 1prW4 It Pwp- -,S4",c4e* A018 - R,8 Sliding Sectional Roll U Automatic - Other 2. Windows Single Hun Cart W(pWO L 14M- R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 17 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles TAIWO 1,N0946 Od4' fL IR 355 - Underla ments IrOC-12 UVAf 4C, L 16 216 -123 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofinq slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents G 2 Other June 2014 fV Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's NameQ Please Print) June 2014 4/13/2018 " Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search dbpr a rj Product Approval0; USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL8228-R8 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. U Masonite International 1955 Powis Road West Chicago, IL 60185 800)663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 202 1994 Method 1 Option A Date Submitted 12/21/2017 Date Validated 12/21/2017 https://www.floridabuilding.org/pr/pr_app_db.aspx?param=wGEVXQwtDquftCwaMPtp3Tgl BvStmXEMLXHU%2bGCOs%3d 1/4 r i. L. Roberto ,Lomas P. E. 1432 Woodford Rd Manufacturer: Masonite Lewisville, NC 27023 Report* 51401 OA 434-688-0609 Date: 10/10/2017 rllomaS(a_lrlomaspe com Test Report: N/A Product: Single door Tx 6'8" (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply Huth requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ 6 w/out gap: a. With threads present in shear plane Fastener type. #10 wood screw NOS 2012, NOS 2015, TR12) Nominal diameter. D. 0190 in Gap: g. 00000 in Root diameter. Or 0152 in Moment arm: 0 0000 in Minimum required penetration. p 1140 in Screw bending yield strength: Fb = 80,000 psi Side member. Douglas Fir -Larch (G=0 50) Main member: Spruce -Pine -Fir (6=0 42) Side member thickness. t,= 1000 in Main member thickness. t.= 1 500 in Side member dowel bearing strength. Fe, = 4,650 psi Main member dowel bearing strength. F,. = 3,350 psi Side member dowel bearing length. I, = 1000 in Main member dowel bearing length: 1. = 1.140 in Mode I. Mode I, Mode II Mode M. Mode III, Mode IV qm = 636 5 Ibs/in qs = 884 Ibs/in A: 00007 A. 000096 A: 000107 A: 000135 P = 72561 Ibs P = 884 Ibs B. 107 B. 057 B. 05 B. 0 000 Ka = 2 400 KD = 2.400 C: -427 674 C. -253 623 C:-267.699 C: -93 6 Z.= 302 Ibs Z,= 368 Ibs P = 331 Ibs Ms = 468 in-Ibs Mm = 468 in-Ibs Ka = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ka = 2.400 Ko = 2.400 Ka = 2 400 Duration Factor. CD = 16 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z'= 175 Ibs/anchor Fastener type: 1/4 ITW Topcon Tabulated values NO A 16-1222 06 Substrate. Hollow block Minimum embedment. 125 in Actual edge distance. 2 50 in edge distance spacing (in) 2.00 4.00 2.00 130 161 4.00 163 202 Actual C To C spacing. Allowable Design Value: 300 in Z" = 155 Ibs/anchor (per interpolation when needed) Fastener type. 10 Tek screw Substrate 18 GA, Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value (ZFs): Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity. Anchor calculations. minimum required anchors 36.38 _ _ Design pressure: 85.0-psf I I Al 79.25 A2 A2 Al 1 of 3 Max. Anchor Area Load Ind. Cap. Q LoadZone zff) Ibs) i^) O.C. Result in) Ibs) Ibs) Al 2.3 195 N/A N/A 155 2 98 OK AZ 7.7 656 600 18.00 155 5 131 OK v •\G N S* 51 •*- TAT 0 F •, i OR Oft •GN•\• Luis R. Lomas P.E. FL No.: 62514 10/10/2017 C% L. Roberto, Lomas P. E. 1432 Woodford Rd Lewisville, NC 27023 434-688-0609 rllOmas(LDIrlomaspe.com Anchor Locations: 36.38 18.19 6.00 TYP. - — 6.00 TYP. -- 6.00 I 18" MAX O.C. I J 79.25 6.00 1 2 of 3 Manufacturer: Masonite Report #: 514010A Date: 10/10/2017 11P, I C0 ,/// 5 v TAT 0 F O cC ORM't G\\\. ONAtt Luis R. Lomas P.E. FL No.: 62514 10/10/2017 t• L. Roberto ,Lomas P. E. 1432 Woodford Rd Lewisville, NC 27023 Manufacturer. Masonite Report # 514010A 434-688-0609 Date. 10/10/2017 rllomas(a)lrlomaspe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD' MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (048") FY=33KSI/FU=52KS1 OR ALUMINUM 6063-T5 FU=30KSI 052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN 7 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11 WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 3 of 3 NJtil G E N `s9(P ZZ 0 51 • yt= TAT 0 F ; c 0.c s A. s/ONAL1` Luis R. Lomas P.E. FL No.: 62514 10/10/ 2017 I SIDE -HINGED FIBERGLASS DOOR UNIT 6'-6' DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2 WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) 6 REQUIRED 3 WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (WHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REOUIRED ON PANELS WITH NON -IMPACT GLASS. 4 POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64 5. PLASTICS TESTING Of FlBERGLASS FACING SELF IGNITION TEMP ASTMD1929 752 'F > 650 'F RATE OF BURNING ASM D535 1 0 56 IN MIN SMOKE DENSITY 1 ASTM D2643 1 53 4% TENSILE STRENGTH- I ASTM D536 1 3 2% DIFF 6. PLASTICS TESTING OF LITE FRAME MATERIAL: SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN YIN SMOKE DENSITY ASM D2643 ENSTILE STRENGTH• ASTM D636 7 SOx DIFF 4500 HOURS XENON ARC METHOD to nuinemm. TABLE OF CONTENTS SHEET / DESCRIPTION 1 ITYPICAL ELEVATIONS k GENERAL NOTES 2 ANCHORING TI NS A N 3 ANCHORNG LOCATIONS 8 DETAILS 149' WX OVERALL FRAME WIDTH 21' MAX 36 375' MAX. D L. 0 PANEL WIDTH 37.5' MAX. W/ASTRAGAL FRAME WIDTH 3 Addrdeb NA14 DOLBLF DOOR UNIT W/SIDELTTES Do 12 DESIGN PRESSURE RATING WHERE R INFILTRATION REQUIRED TO BE 15% OF DESIGN PRESSURE C IG MAX WI TH IN WIN OUiSWING INSWING OUTSWING IJTSWING- 6 650 - 5 19 -1 0.0 -70.0 00 - 0 4 50 - 505 550 -505 190 -190 400 -400 0 - 05 or XO 55 0 505 OXO 11 5 OXX 14 ESE` 0 Lgh m hrnhold algn Ke wi oAc SWS Gilt F KURT B4LTHAZOR a" No- FLORIDA P E DWG-MA-fl016o 156533 sHm 1 a 3 6' SEE DETAIL 3• 3' J_ 3- —{ F- _ — i- 3" 3. I SEE DETAIL A 3- -- r I 1 1 I 6• 6" 6. 6• 3" I I I B A A g Il 6' lr 6• 6 3 I II 8 x 2-7/2" 8 x 2-1/2' DETAIL "D" W Y SEE DETAIL z B c o 3 6. 3' 3• }, 3• 6 SEE DETAL r I ZE DETAIL —,,f C• H 6- wWIEnuNAY8 x 2-1/2" BY ASTRAGAL RETAINER BOLT HOLE 00 - L MUST BE DRILLED THROUGH THE THRESHOLD k INTO THE nFTAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH FORA 1 375" THROW ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL AS SHOWN. 0124- I E&ED DECOeAnA 13 T OOW SKLEx (I 15-1201.11) ( mnm&) D 124- ANNEALED f—.01N- TEUP 1 DPY ell ::• 001. el2 1 0962 1 75' 1.375. ErM=R 1tIIID106 T T T TYPICAL GI ZING DETAIL INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/5 THRESHOLD IMPACT RATED GLASS 10 x 2" 10 x 5/8" y10 x 3/4" 10 x 5/8" # 10 x 3/4" 10 x 2• FRAME / DOOR DETAIL I TYPICAL oor 02 r- 0124- TE1I e x 1-1/=' R6 DDM e32 F7,QI06 •:. H 6106 TYPICAL GLAZING DETAIL NON -IMPACT GLASS lit R 1 I SEE DETAIL C' SHT 2 n A ATTACHMENT DETAIL 1 ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". WOOD SCREW EDGE DISTANCE MIN 3/4" 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" OC. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6' FROM EACH END AND MAXIMUM 12" O.C. 3 THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEt•AENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4- 4 WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE 5 MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 6" 6' n I o Y a SEE DETAIL D' SHT. 2 0 g '^ 3 G Y II II II II B umdmm- I' R" XLOofdO Ummmm2Y 1Mi. N — MA%" SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 6' 6' HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1 25" MIN — 25' MAXSHIM CL -1 I_ TYPICAL MASONRY ANCHOR INSTALLATION n ourwc xo DwC-YA' R01 0-07 4/13/2018 Florida Building Code Online b a prl+saa y` 4VA BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I ' FBC Staff BCIS Site Map Links I Search IWi 0 Product Approval s USER: Public User Product Approval Menu > Product or Application Search > ApDbca[ion List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL14039-R3 Affirmation 2017 Approved O Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com. Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2005 i;6 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity O Yes O No C- N/A FL14039 R3 COC SA14039.pdf Product Approval Method Method 1 Option A https://www.floridabuilding.org/prlpr_app_db.aspx?param=wGEVXQwtDgtGLRD/o2byCByl JtpN288FOssICSlxkVSw%2fyi5B3MsQ7fQHg%3d°/p3d N BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 E Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Ply Gem Windows 4712 / 4812" Single -Hung Window for Florida Product Approval FL# FL 14039 Report No. 3050 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Windows Single -Hung Single -Hung Window. Aluminum 6063-T5 See Sheet 4 for Size Table - Prepared For: Ply Gem Windows 433 N. Main St. P.O. Box 559 Rocky Mount, VA 26415 Prepared by: Hermes Norero, P.E. Florida Professional Engineer # 73778 Date: 04/ 15/2015 Contents: Evaluation Report Pages 1 - 4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.19 18:53:28-04'00' DES F. 7 - 0. OFZ1VP•°• ONA1- ?``` 1111111 Hermes Norero, P.E. Florida No. 73778 OA\\ BUILDING DROPS 6 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Ply Gem Windows Windows Single -Hung FL#:FL14039 Date: 04/15/2015 Report No: 3050 Compliance Method: State Product Approval Method (1)(a) Product Name: 4712 / 4812 Single -Hung Window Non -Impact) Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for Ply Gem Windows based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions PGW029 provided by manufacturer for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. - Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of PGW029 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions PGW029 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL14039 Date: 04/15/2015 J/26A\\ A Perfect Solution in Every Drop Report No: 3050 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation and Management Institute (FBC Organization #: QUA1789). Performance Standards: The product described herein has been tested per: AAMA/WDMA/CSA 101/I.S.2/A440-05 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories FBC Organization # TST4744) Report #: NCTL-110-13262-2 Report Date: 08/14/10 Report #: NCTL-110-13259-1 Report Date: 08/14/10 Report #: NCTL-110-13259-2 Report Date: 08/14/10 Report #: NCTL-110-13262-1 Report Date: 08/14/10 Report #: NCTL-110-13264-1 Report Date: 08/20/10 Report #: NCTL-110-13431-1 Report Date: 10/27/10 2. Quality Assurance National Accreditation and Management Institute FBC Organization #: QUA1789) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS 0 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Flange Installation: Fin Installation: FL#:FL14039 Date: 04/15/2015 Report No: 3050 A. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16•' diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. B. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For steel stud substrate, use #10 self -tapping type steel anchors of sufficient length to achieve 3 threads minimum engagement. A. For steel stud substrate, use #8 self -tapping type steel anchors of sufficient length to achieve 3 threads minimum engagement. Refer to manufacturer Installation Instructions PGW029 for anchor spacing and more details of the installation requirements. Design Pressure: PRODUCT OVERALL SIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50 / -70 NOT RATED 4712FL 53" 72" 50 / -60 NOT RATED 4712F 53" 72" 50 / -60 NOT RATED 4712F 48" 83.93" 50 / -60 NOT. RATED 4812F 48" 84" 50 / -60 NOT RATED 4812F 48" 1 96" 30 / -30 NOT RATED Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 INSTALLATION NOTES, 1 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL ILE, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCHITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1)#10 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE(1)48 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER) C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A410-OS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. R DESIGNATIONS "X"AND "O"STAND FOR THE FOLLOWING' X. OPERABLE PANEL O FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL A INSTALLATION NOTES 2 ELEVATIONS 6 ANCHOR LAYOUTS 3 4712FL VERTICAL 6 HORIZONTAL SECTIONS 4 4712F VERTICAL A HORIZONTAL SECTIONS 5 4612F VERTICAL A HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50 / -70 NOT RATED 4712FL 53" 72" 50/-60 NOT RATED 4712F 53" 72" 50/-60 NOTRATED 4712F 48" 83.93" 50/-60 NOTRATED 4812F 48" 84" 50/-60 NOTRATED 4812F 48" 96" 30/-30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:48:44-04'00' n PLY GEM 433 N MAIN ST , PO SOX 559, ROCKY MOUNT, VA 24151 H 540-48i342 FX 540-49"623 h mrnn YYy Y$ N Z3 S m aNZL m O Jl=L 5 p w W < WV1 m N'C m r w p<Z p LJ d SS m W A d T T-Nx 7 U) L) z co O '' FI ;1113 LiimNmJ u) Z u PGWW SHEET: 1 OF 5 UNIT MAX. WIDTH 53 00' D L.O MAX WIDTH 49.44' 3 4 UNIT MAX. HEIGHT 72.00" H 4 ..X. A E 3 4 SASH MAX. WIDTH 51 25" ELEVATION D L.O MAX. WIDTH 44.31" D L.O. MAX F iHEIGHT 33 25" UNIT MAX. HEIGHT 96 00" SASH MAX HEIGHT 36.31' 1 SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE I UNIT MAX. WIDTH 48 DO" s 34 0.1. O MAX HEIGHT 45.56" SASH MAX. HEIGHT 35.88" 44H .,X" 3 4 5 SASH MAX. WIDTH 46.25" ELEVATION EDGE HEAD SILL JAMB O.C. CORNER INSTALLATION QTY PER EMBEDMENT ANCHOR TYPE SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) IN.) 8 SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 125 2.5 20 20 4 10 SELF -TAPPING FLANGE 1 STEEL STUD 3THREADS N/A 20 20 4 PLy GEMWINDOWS 433 N MAIN ST. PO BOX 555, ROCKY MOUNT, VA 24151 FH 55"64-6341 FX 540-4/4-6693 F m A 0 J p a m P OnH wUJ00w • m i O 0'0 aZ N F i oC 110< m r~ w m m a W c ca 41I On113 tiimV3aRJ a =) 3_ : aovZDWG #: PGW029 SHEET: 2 OF 5 ti• 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A 1X WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX SHIM SPACE 3 THREADS MIN. ENGAGEMENT 0 PLC , GEMr% PLY t NINUOWS 2 MIN. INTERIOR EDGEGE DISTANCE #10 SELF -TAPPING SCREW 433 N MAIN ST. PO BOX 559, INSTALLATION ANCHOR ROCKY MOUNT, VA 24151 H 540-484-6FX 54"44-6N3 m METALSTUDFRAMINGSEEGLAZING1 1/4" MIN. BY OTHERS EMBEDMENT 1 DETAIL 1 Z i 8 t N o Q I PERIMETER CAULK- ( 1 SHIM SPACE O.A. BY OTHERS WINDOW HEIGHT SEE GLAZING EXTERIOR DETAILI INTERIOR g VERTICAL SECTION 3 HEAD -1X WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR INTERIOR SEE GLAZING DETAIL I I O.A. WINDOW HEIGHT STRUCTURAL GRADE SILICONE BY OTHERS 1/4' MAX. 1 r SHIM SPACE EXTERIOR FINISH BY OTHERS 1X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 IX WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS A VERTICAL SECTION 3 SILL -1XWOOD/CONCRETE/MASONRY 4712 FLANGE SHEATHING BY OTHERS i Z 00 w EXTERIORwviL° F4 N < v' no C w mi c+ Z w EXTERIOR FINISH F rw d CO w o p5daBYOTHERS0A. u PERIMETERCAULKWINDOWBY OTHERS WIDTH O HORIZONTAL SECTION 3 JAMB - STEEL STUD FRAME T 004712 FLANGE Lo Z 11/4' MIN. EMBEDMENT 0 SHIM SPACE CONCRETE/ MASONRY BY OTHERS H ZO H CAULKBETWEENCONCRETE/ MASONRY A 1X WOOD BUCK BY OTHERS W v LuINTERIOR 1X WOOD BULK w oBY OTHERS r 3/16' ITW TAPCON INSTALLATION ANCHOR 0 z 2 112" MIN. EDGE DISTANCE p oo µ2+ z1 w UJ •.• i Z U), SEE GLAZING d •, ' DETAIL I EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK CO h J m 11 w In O. A BY OTHERS o Z ' Y Z < f WINDOW p m N Z WIDTH lAo WG#: n HORIZONTAL SECTION D 3 IAMB • 1X WOOD/CONCRETE/MASONRY PGW029 4712 FLANGE SHEET: 3 OF 5 O.A. WINDOW HEIGHT BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 SEE GLAZING) DETAIL I i EXTERIOR O.A WINDOW HEIGHT 3 THREADS MIN. ENGAGEMENT 1/4" MAX. SHIM SPACE INTERIOR F VERTICAL SECTION 4 HEAD -1X WOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING DETAIL 1 PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING 1IBYOTHERS 3 THREADS MIN. ENGAGEMENT VERTICAL SECTION 4 SILL - PRECAST CONCRETE 4712 FIN 1/4" MAX. SHIM SPACE SELF -TAPPING SCREW8 INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS #8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 1 1 INTERIOR 1/4" MAX SHIM SPACE METAL STUD FRAMING BY OTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR 3 THREADS MIN. 1 ENGAGEMENT SHEATHING—' BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH G HORIZONTAL SECTION 4 JAMS - STEEL STUD FRAME 4712 FIN EXTERIOR VERTICAL SECTION 4 MEETING RAIL Am` PLy GEMWINDOWS 433 N MAIN ST, PO IOX 559, ROCKY MOUNT, VA 24151 PH. 540-484-6349FX 540-4646683 INTERIOR mmt 1Fyy m n Z# SEE GLAZINGCL8 o vi m a DETAIL 1 m ^ ^7 Z 0 uO N a Dm-C m Z m Y vWiZ ZN OO++ W J Z l1 aw Ewa x mm r at aQm EXTERIOR O Tm V) O H Z ix v Uu INTERIOR y1_ok"FiV)lmill1womcci = V Z DWG #: PGW029 SHEET: 4 OF 5 BY OTHERS \ EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS f O.A. f WINDOW HEIGHT ING) J SEE GLAZ DETAIL I EXTERIOR 3 THREADS MIN. ENGAGEMENT VERTICAL SE S HEAD -1X WOOD/CONCR 1/4" MAX SHIM SPACE 1/4" MAX. SHIM SPACE SELF -TAPPING SCREW8 INSTALLATION ANCHOR 8 SELF -TAPPING SCREW METAL STUD FRAMING INSTALLATION ANCHOR BY OTHERS METAL STUD FRAMING BY OTHERS 1 3/4" O.A. INSULATED GLASS INTERIOR DOW 1199 / SILICONE \ CTION ETE/MASONRY \ I 4312 FIN 1/2" MIN GLASS SEE GLAZING SITE DETAIL] 11 1 EXTERIOR O.A WINDOW HEIIGHT 1 PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 3 THREADS MIN. ENGAGEMENT I VERTICAL SECTION S SILL - PRECAST CONCRETE 4812 FIN GLAZING DETAIL 1 INTERIOR NOTE: 1/4" MAX. GLASS THICKNESS AND TYPE SHIM SPACE SHALL COMPLY WITH E 1300 GLASS CHART REQUIREMENTS 3 THREADS MIN / 1 ENGAGEMENT SHEATHING' BY OTHERS EXTERIOR FINISH J BY OTHERS PERIMETER CAULK 0 A, BY OTHERS WINDOW WIDTH HORIZONTAL SECTION 5 JAMB - STEEL STUD FRAME 4812 FIN 1/4" MAX SHIM SPACE 8 SEL INTERIOR SEE GLAZING PLyNGEM 433 N MAIN ST., p IOX 559, ROCKY MOUNT, VA 24151 rN 540-N4-6349 FX 540-454-6683 JtF t_U mmM DETAIL] h O lb N MmN2Z m ^ LO CYZ ato 1 N a ui 01 mGmZ Y VIZ U Z NJO w u W J<Z j o< EXTERIOR H C N u w a m F d 0 V) Z O H O H F-TAPPING SCREW w u INSTALLATION ANCHOR u393 METAL STUD FRAMING BY OTHERS INTERIOR I I 3 THREADS MIN. ENGAGEMENT METAL STUD FRAMING SHEATHING BY OTHERS BY OTHERS S SELF -TAPPING SCREW INSTALLATION ANCHOR EXTERIOR FINISH SEE GLAZING BY OTHERS DETAIL I PERIMETER CAULK BY OTHERS EXTERIOR O.A f WINDOW WIDTH HORIZONTAL SECTION 5 JAMB - STEEL STUD FRAME 4812 FIN LL O 3; ;•n IIti M m V I m= Jei) H obi u VZ DWG #: PGW029 SHEET: 5 OF 5 ApprovalE-c ubdorUSRPulic n Prod,,, t Acoloval Menu > prodtr_t or ADDlicabrn Searcn > Apph -bon List > Application Detail B r FL15216-R3 Arrik.Pn Type Revision cad. v.r.:.. 2017 Aarlk•twn St-, Approved cii—ii- Mc d M.n.U.— InterWrap, Inc Addrnyrh.ne/Em.d 32923 Mission Way Mission, NON -US 00000 591)574- 93 mtupas@intemmp.com Aulh•r¢N SymNn Eduardo Lozano elozano@intemrap com T«h.-I Itin 1.1— Eduardo Lozano Addr••Nrh.. Em.d 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@mterwrap com Qu.hry N.unnw R.rrn.nt•y.. Ndress/M.ne/Fm•d c.ua.ry Roofing s•.uapry Underlayments Gmrlunc• Mah.d Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z) Evaluation Report - Hardcopy Received R•M. Enpnm. Arch..n M•me wb Robert Nieminen dwa•rN th. Ev.lu• Reran Rand• W.nn PE-59166 Q..'" A..po EMny Intertek Testing Services NA, Inc - QA Entity 9..ety A.•ur•nr. cn d E.Pr.1— Da. 09/30/2019 vawM.d er John W. Knezevlch, PE Validation Checklist - Hardcopy Received Gnd..te al lnaepndnc. FL15212017-U-=_Nleminen pdj 10- stand.M.nd Yu r(.1 d.M) Standard i^-r ASTM D1970 (tear) 2a15 ASTM D226 (phy-als) 2005 ERUN• ince If rrMuci Stnd.M. Certd: N ey S_ n Mm lh. CM. rr• d.n Ape'.- Me— Method 1 Option D Dn• suamm.d 10/10/2017 D. t•vaiN•ld 10/11/2017 Dn• Nnd:na Flc Mnwa 10/15/2017 DO. Nrrwed 12/12/2017 Summary of Products its M.d.l, Description Mu• RY rr 15216 1 Rh..Rwf Synthetic roof underlayments und. d.ym•nt. tim: uIf 14. Installation Inatructions v. a Arrr«u.. in Mvkz: N. P_RHINOROOF FLl;:li§-fl1_Si 3-LL_I01Z__E1NAL_EB_fNTFRWRA F 15216- R3Todf Arrr.u. Ile, .. Mild. MVMz: Yn Verified By: Robert Nienru en PE-59166 R W3: N/ A Created by Independent Third Parry Yes DIIivn rr...:... N/ A Evaluation Reports qi.r. see ERS — FL15216 g] QE 29.1Z 1Q F1[9AL"EH INTFIIg_RHINOROOF f 15 16- 5 fit Limn• . f us• R3., Created by Independent Third Party: Yes each Next Contact Us 7601 Blair cton nail Tallahassee Fl 37399 Phone_ A50-NA7-182N The State of Florida Is an AA/EEO employer f novright 2007-7013 State of Florida. Pnvacv 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 mad to this entity Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850,487,1395 ` Pursuant to Section 455 275(1), Flonda 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 belt Product Approval Accepts: 9Aeo Credit Card Safe f12/20-15 Florida Building Code Online ILA, BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links I Search Florida pr wi Product Approval I t USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerri—eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri—eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Equiv UL letter for standards for FBC 2017.pdf https://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzD1 M2Xu9wuWmY6PQIJlukQ%3d%3d 1/: irl 0. 1g Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL18355 R4 AE TBP15001.4 2017 FBC Eval Repo Shingles final.p Created by Independent Third Party: Yes Eack Nett Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. QMyriight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: Black Credit Card r t Safe https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzD1 M2Xu9wuWmY6PQIJIukQ%3d%3d 2/, Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6' EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS 220 West 4"' Street Joplin, MO 64801 417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Issued September25, 2017 Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP-317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 1OCA50498 ASTM D 3462 2010A UL LLC (TST9628) 1OCA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTSLiAsphaltShingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Vintage® 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-14' x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage® Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001 4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal® Basic Wind Speed (V,,,t): Frederick, Joplin & Basic Wind Speed (Vasd) Tuscaloosa) Deck (HVHZ): Glass -Seal Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) Nailing Area Nailing Area TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements, - Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nail Pattern" or "6 Nail Pattern" detailed below. NAILS Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAIL Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern 7ff 5-1 /8" 7/8t1 i-1 /8" TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium Dallas, Frederick Phillipsburg & Tuscaloosa) Heritage® Woodgate Dallas & Frederick) Basic Wind Speed (Vuit): Basic Wind Speed (Vasd) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ) TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAIL ZON E COMMON BOND 6-1/8" EXPOSURE 5-5/8" 1 " 121/211 12-3/8" 12-1 /2'" h--1 " Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) N. NAIL ZONE COMMON BOND IE 5-5/8" 1'--I 7-112" 7-1l2" 7/8" 7-1/2"7-1/2"-I 1 " Figure 4. Heritage® & Heritage® Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles NAIL ZONE/ STENERS COMMONMON BOND' T' EXPOSURE 5 518" 1/2'!0 418 7-1/2+7-1/2 -1" Figure 5. Heritage® Woodgate 6 Nail Pattern ED Common Bond FASTENERS a f m 90yC U.) T i 1 4 39-318" Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate Alternate 6 Nail Pattern PAINT LINE. 7=718" -=------------------- ---- ------ ----------------;----------------------------------------- ------ TNAI L' ZON E 6-1I8" EDGE OF COMMON' BOND' EXPOSURE ACCEPTABLE'. FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTE NE R LOCATION Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP 15001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (V,,,t): Frederick) Basic Wind Speed (Vasd) Deck (HVHZ): 51 Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ) Installation (Non-HVHZ) TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE/ COMMON BOND EXPOSURE 5" 12" Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND 51/2" EEXPOSURE 5" El Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Woodgate Basic Wind Speed (V,,,t): Frederick) Basic Wind Speed (Vasd): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (Non-HVHZ) FASTENERS 5-1" TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. V T EXPOSURE Y NAIL ZONE/ COMMON BOND 1'LA — 11" 12-3/8"—+— 11" — [-1" Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON V COMMON BOND S fi T 5-1/2" IXPOSURE 5" 1" 9-1/2" 3'I--9 18"—3 F 9-1/2" 1" Figure 11. Heritage® Woodgate (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 7of11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (Vint): Phillipsburg) Basic Wind Speed `vasd): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. 40" Y ' Nam., T7 raorne 2 s. Fangs 5" Exposure I+-1 a3/a• lo- 1W Figure 12. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage® Vintage® 6 Nail Pattern rxposure Notch TBP15001.4 FL18355-R4 Page 8 of 11 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (V,,,t): Frederick & Joplin) Basic Wind Speed (Vaed): Deck (HVHZ): Deck (Non-HVHZ) Underlayment Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction prevailing wind Start 1/8" exposure Figure 1 1 1 It Fastener 5-5/8" Figure 2 0-116-- exposure Fastener 1/4" Figure 3 Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (V it): Phillipsburg) Basic Wind Speed Mmd): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction prevailing wind rnl 5" exposure Figure 1 a"" exposure Fastener Fastt 1/2" Figure 2 - lilt Figure 3 Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R „p. i,,,' P`,';, E"SF• s-- _. 2017.09.25 No 74021 11:31:41 0400' 33 '. STATE OF W i0T•'•i° O Q;•'N%: Zachary R. Priest, P.E. SS O gL.`` Florida Registration No. 1 Organization No. A E11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product END OF REPORT TBP15001. 4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. rlunua J3unulilg wut; vnnue rA a r . r rage 1 01 Z- BCIS Home Log In I User Registration Hot Topics { submit Surcharge , Stats & Facts Publications j FBC Staff BCIS Site Map Links Search Product Approval USER- Public Userdbpr Product Approval Menu > Prpdu[t or Application Search > Aoolication List > Application Detail FL # FL6267-R14 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 800)766-3411 TechnicalQuestionsGAF@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/23/2019 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL6267 R14 COI 2017 01 COI Niemmen.odf Standard Year ASTM E330 2002 ASTM G155 2005 TAS 100(A) 1995 TAS 110 2000 TAS 114, Appendix E 1995 Il itT•//{IT{i>\{r flnrirlakiiilA;"" nrn/r{r/r{r nr{r{ r141 1 /77/7fll Q rlunua nunu1ng wue unnne rage /_ 01 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/30/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 6267.1 GAF Roof Ventilation Products Low profile roof ridge vents Limits of Use Installation Instructions Approved for use in HVHZ: No FL6267 R14 II 2017 09 FINAL GAF Ventilation FL6267- R14.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-215 Created by Independent Third Party: Yes Other: 1.) The noted design pressures applies to one Evaluation Reports particular vent installation. Refer to Section 5.4 for height FL6267 R14 AE 2017 09 FINAL GAF Ventilation FL6267- R14.odflimitationsand/or Section 5.5 for vent installations and allowable design pressures. 2.) Refer to ER Section 5 for Created by Independent Third Party: Yes Limits of Use. Back Next Contact Us :. 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda is an ANEW employer Coovnaht 2007-2013 State of Florida.:. Privacy Statement :: Accessibility Statement • • Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850 487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: 0O a Credit Card Safe httr.•//znsnsr iinrill hiiii.linn nrn/"r/"r n"" Ati 1 /)7/7f11 9 QOTRINITYIERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 800) 766-3411 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 01506.02.06-1114 FL6267-R14 Date of Issuance: 02/28/2006 Revision 14: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections referenced herein. DESCRIPTION: GAF Roof Ventilation Products LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 ram T;•. The facsimile seal appearing was authorized by Robert Niemmen, S p'• = ^ tC• . ;• P E. on 09/25/2017 This does not serve as an electronically signed document Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Accessories that are an Integral Part of the Roofing System Compliance Statement: GAF Roof Ventilation Products, as produced by GAF, have demonstrated compliance with the following sections of the 6`h Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3 Wind ASTM E330 2002 1506.5 / 1517.5.1 Corrosion Resistance (of nails) TAS 114, Appendix E 1995 1523.6.5.2.13 Wind Driven Rain TAS 100(A) 1995 1523.6.5.2.13.1 Physical Properties TAS 110 2000 2615.2 Weatherometer ASTM G155 2005 3. REFERENCES: Entity Examination Reference Date ATI (TST 1558) Physical Properties 01-49035.01 03/02/2004 ATI (TST 1558) Wind Driven Rain 01-44964.01 01/15/2004 ATI (TST 1558) Wind Driven Rain 60172.01-122-18 10/07/2005 ATI (TST 1558) Physical Properties 59665.02-106-31 09/16/2005 ATI (TST 1558) Wind Driven Rain 84608.01-106-18 11/12/2008 ATI (TST 1558) Wind Driven Rain A5250.01-109-18 02/18/2011 ATI (TST 1558) Wind Uplift 87074.01-109-44 12/03/2008 ATI (TST 1558) Wind Uplift C2396.01-109-44 11/05/2012 ATI (TST 1558) Wind Uplift D1957.01-109-44 03/04/2014 ATI (TST 1558) Wind Uplift E0818.01-109-44 09/23/2014 ATI (TST 1558) Physical Properties D2702.01-106-18 06/30/2014 ATI (TST 1558) Wind Uplift E6744.01-109-44 04/30/2015 ATI (TST 1558) Wind Driven Rain G2331.01-109-44 01/10/2017 ATI (TST 1558) Wind Driven Rain G4123.01-109-18 01/10/2017 ATI (TST 1558) Wind Uplift G4123.02-109-44 01/10/2017 PRI (TST 5878) Weatherometer HBP-007-02-01 06/24/2004 PRI (TST 5878) Physical Properties HBP-002-02-01 06/06/2001 PRI (TST 5878) Wind Driven Rain HBP-01-02-01 11/02/2000 PRI (TST 5878) Wind Driven Rain BRY-021-02-01 12/31/2003 PRI (TST 5878) Physical Properties BRY-025-02-01 09/17/2004 PRI (TST 5878) Physical Properties GAF-138-02-06 02/09/2007 PRI (TST 5878) Wind Driven Rain GAF-138-02-04 02/09/2007 PRI (TST 5878) Wind Driven Rain GAF-310-02-01 07/07/2011 ETC Labs (TST 2411) Physical Properties ETC-01-718-10379.0 01/16/2000 ETC Labs (TST 2411) Physical Properties - ETC-03-718-14602.0 — 01/20/2004 ETC Labs (TST 2411) Physical Properties ETC-07-718-19959.0 09/27/2007 Miami -Dade (CER 1592) Various Various NOAs Current Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 17-0606.01 06/26/2017 Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 17-0821.08 09/25/2017 Miami -Dade (CER 1592) Corrosion Resistance (of nails) Certification L 15-0421.09 05/07/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R15072, GA1 03/23/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R15072, GA2 04/15/2016 UL, LLC. (QUA 9625) Quality Control Service Confirmation, R15072, NC 06/08/2017 Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-1114 Certificate ofAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-1114 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 Cobra' Exhaust Vent is a low -profile attic ridge vent of mesh -construction for use in shingle roof systems. The product measures 10Y22-inch wide supplied in 20 and 50 ft long rolls, and is supplied with corrosion resistant 1Y..-inch coil nails (nail gun version) or 2Y22-inch Smart Nails'" (hand nail version). Cobra* Exhaust Vent has a published net free ventilation area (NFVA) of 14.1 in / lineal foot for nail gun version and 16.9 in / lineal foot for hand nail version. 4.2 Cobra® Rigid Vent 3T" is a plastic, low -profile attic ridge vent for use in shingle roof systems with 12-inch width ridge caps. The product measures 13-13/16-inch wide supplied in 48-inch long sections, and is supplied with 3-inch corrosion resistant ring shank nails. Cobra® Rigid Vent 3T" has a published net free ventilation area (NFVA) of 18 in / lineal foot. 4.3 Cobra® Rigid Vent 31" - 9" is a plastic, low -profile attic ridge vent for use in shingle roof systems with 10- inch width ridge caps. The product measures 11%2-inch wide supplied in 48-inch long sections, and is supplied with 3-inch corrosion resistant ring shank nails. Cobra' Rigid Vent 3'" - 9" has a published net free ventilation area (NFVA) of 18 in / lineal foot. 4.4 CobraO Snow Country" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems. The product measures 13-13/16-inch wide supplied in 48-inch long sections. Cobra' Snow Country'" has a published net free ventilation area (NFVA) of 18 in / lineal foot. 4.5 CobraO Snow Country Advanced•" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems with 12-inch width ridge caps. The product measures 13-13/16-inch wide supplied in 48-inch long sections, and is supplied with 3-inch corrosion resistant ring shank nails. CobraO Snow Country Advanced'" has a published net free ventilation area (NFVA) of 18 in / lineal foot. 4.6 CobraO Snow Country Advanced'" - 9" is a plastic, low -profile attic ridge vent with filter for use in shingle roof systems with 10-inch width ridge caps. The product measures 11Y22-inch wide supplied in 48-inch long sections, and is supplied with 3-inch corrosion resistant ring shank nails. CobraO Snow Country AdvancedTM - 9" has a published net free ventilation area (NFVA) of 18 in / lineal foot. 4.7 CobraO RidgeRunnerO is a polypropylene plastic, low -profile attic ridge vent for use in shingle roof systems. The product measures 11%2-inch wide supplied in 20 ft long rolls, and is supplied with corrosion resistant 1%-inch coil nails. Cobra' RidgeRunnerO has a published net free ventilation area (NFVA) of 12.5 in / lineal foot. 4.8 TruSlateO Ridge Vent is a plastic, low -profile attic ridge vent for use in TruSlate' roof systems. The product measures 11.4-inch wide supplied in 48-inch long sections. TruSlateO Ridge Vent has a published net free ventilation area (NFVA) of 20 in' / lineal foot. 4.9 Cobra' Hip Vent is a plastic, low -profile attic hip vent with filter for use in shingle roof systems. The product, only for use on hips, measures nominal 11.4-inch wide supplied in 48-inch long sections, and is supplied with corrosion resistant 1Y..-inch coil nails. CobraO Hip Vent has a published net free ventilation area (NFVA) of 9 in' / lineal foot. 4.10 CobraO IntakePro'" Rooftop Intake Vent is constructed from a woven plastic material being pressed to form the molded shape. A woven fabric material is utilized on the top, bottom and front, below the vent channel of.the mold. The vent is configured into a roll -out form. CobraO IntakeProT Rooftop Intake Vent has a published net free ventilation area (NFVA) of 9 in / lineal foot. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-1114 Certificate of Authorization#9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-1114 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 3 of 12 QOTRINITYIERD 5.3 Minimum Roof Slopes: Product Minimum Slope Cobra® Exhaust Vent 2:12 Cobra' Rigid Vent 3T" 3:12 Cobra* Rigid Vent 3'" - 9" 3:12 Cobra' Snow CountryTM 3:12 Cobra' Snow Country Advanced TM 3:12 Cobra' Snow Country Advanced'"' - 9" 3:12 Cobra' RidgeRunner' 3:12 TruSlate* Ridge Vent 5:12 Cobra' Hip Vent Min. 3:12 to max. 12:12 Cobra' IntakeProT" Rooftop Intake Vent 4:12 5.4 Unless otherwise determined through use of performance levels in Section 5.5, the maximum mean roof height for Cobra* Exhaust Vent, Cobra' Rigid Vent 3, Cobra* Rigid Vent 3 - 9", Cobra* Snow CountryTM, Cobra* Snow Country AdvancedT"", Cobra* Snow Country Advanced'" - 9", Cobra* RidgeRunner*, TruSlate* Ridge Vent, Cobra* Hip Vent and Cobra* IntakeProT"" Rooftop Intake Vent shall be 33 ft. 5.5 Maximum Allowable Design Pressures: The following performance levels may be utilized for projects where the maximum mean roof height exceeds 33 ft. The Allowable Design Pressure shall meet or exceed critical design pressure determined by a qualified design professional in accordance with FBC Chapter 16. No rational analvsis is Dermitted. Substrate: Product Allowable Design - Pressure (psf) Min. 7/16-inch plywood Cobra' Exhaust Vent (nail gun version) 150 Min. 7/16-inch plywood Cobra' Exhaust Vent (hand nail version) 180 Min. 7/16-inch plywood Cobra* Rigid Vent 3'", Rigid Vent 3'" - 9", Snow Country'", Snow Country Advanced'" and Snow Country Advanced'"" - 91" 215 Min. 7/16-inch CSB or plywood Cobra* RidgeRunner* 180 Min. 7/16-inch plywood TruSlate' Ridge Vent 190 Min. 7/16-inch plywood Cobra* Hip Vent 205 Min. 7/16-inch plywood Cobra' IntakeProT" Rooftop Intake Vent 175 5.5.1 Allowable Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.6 - Installation shall result in minimum net free ventilation area requirements set forth in FBC Sections 1203.2. When more than one level of roof ridge existing over a single attic space, use ridge vents only at the high ridge. Exterior Research and Design, LLC. Evaluation Report 01506.02.06-1134 Certificate ofAuthori:ation #9503 61" EDITION (2017) FBC NON-HVHZ EVALUATION F1.6267-1114 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 4 of 12 TTRINITYIERD 6. INSTALLATION: 6.1 GAF Roof Ventilation Products shall be installed in accordance with GAF published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 16.2 COBRA6_ EXHAUST VENT: 6.2.1 Chalk a cut -line 1-inch off each side of the ridge and cut a slot along the apex of the roof measuring 2-inch for truss construction) or 3%2-inch (for ridge pole construction). The slot should terminate 6-inches from each end and 12-inches from hip intersections or chimneys. Cut only the sheathing; do not cut trusses. Figure A. 6.2.2 Unroll the vent along the entire length of the ridge, covering uncut 6-inch sheathing area on both ends. Shorter lengths can be joined by caulking and butting the ends. Figure B. 6.2.3 Apply a bead of polyurethane roof sealant to the underside of the entire perimeter of the vent and nail with min. 2%:-inch galvanized roofing nails at each corner and 10-inch o.c. Do not use excessive roof cement, as it may result in shingle blistering. 6.2.4 Apply a bead of polyurethane roof sealant in the shape of a "C" to the underside of the entire perimeter of the cap shingles, and install cap shingles directly over the vent using Smart Nails'" or 1%-inch corrosion resistant coil nails (supplied with the vent). Figure C. Do not use excessive roof cement, as it may result in shingle blistering. 6.2.5 Cobra® Exhaust Vent (hand nail version) and Cobra® Exhaust Vent (nail gun version) have a Y..-inch or 5/8-inch nominal thickness, respectively, to facilitate ventilation. Care shall be taken not to crush or compact the product during installation. Figure D. Hand -Nail Version Nail Gun Version Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-R34 Certificate ofAuthoriiation #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-R14 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 5 of 12 QOTRINITYIERD 6.3 COBRA° RIGID VENT 3T",_RIGID VENT 3T" - 9", SNOW COUNTRY"", SNOW COUNTRY ADVANCEDT" AND SNOW COUNTRY ADVANCED'" - 9": 6.3.1 Mark -off and cut the slot opening as follows, ensuring that the ends of the opening stop at least 6-inch from any end walls and at least 12-inch from hip and ridge intersections or chimneys. No Ridge Board: Cut a 7/8-inch opening on each side of the ridge (Figure A). With Ridge Board: Cut a 1-5/8-inch opening on each side of the ridge (Figure B). 7k' 78' 13/4" No Ridge Board 31/4" With Ridge Board 6.3.2 Sealant: Apply a bead of silicone caulking or roof cement to the underside of the outer baffle along both edges and at exposed ends, ensuring the outside edges where the vent meets the shingles are sealed with the caulk or flashing cement. 6.3.3 Vent Placement: Starting at one end of the slot, place, center and conform the Cobra® rigid vent over the slot with the vent firmly against the roof surface, ensuring the vent extends past the slot opening by at least 6-inch. 6.3.4 Fasteners: For Cobra® Rigid Vent 3'", Cobra* Rigid Vent 31" - 9", Cobra° Snow Country Advanced'" and Cobra* Snow Country Advanced" - 9" only, use the 3-inch corrosion resistant ring shank nails (included). For Cobra* Snow CountryTM, use corrosion resistant nails at least 3-inch or longer. Nails must always penetrate through plywood decks or at least %-inch into wood planks. NOTE: GAF recommends 3-inch corrosion resistant ring shank nails for increased uplift resistance. 6.3.5 Spacing: Attach the vent section through the pre -molded nailing holes located at 3, 12, 24, 36 and 45-inch from the start of each 48-inch vent piece. 6.3.6 Joints: Apply the subsequent Cobra* rigid vent sections over the length of the ridge using the overlap/underlap tabs. 6.3.7 Ridge Shingles: Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using corrosion resistant nails detailed in 6.3.4. A nail line is inscribed on top of the Cobra* rigid vent to serve as a guide. Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-1114 Certificate ofAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-R14 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 6 of 12 QOTRINITYIERD 6.4 COBRA® RIDGERUNNER® 6.4.1 Cut slot per 6.3.1. 6.4.2 Tear a 1-foot section to be used as a template for laying the vent out (Figure E-G) and center the template/ locator over the ridge cap shingles at the beginning of the vent slot. Note the location of the baffle (Figure H). Make sure to do this at both ends of the installation. Fig. E i ti-E Fig. G Fig. H IIU/tlllr a i 6.4.3 Measure the distance from the edge of the roof slot to the exterior baffle (D). Establish a chalk line along one side of the ridge (Figure 1). Unroll the vent and use the included 1-3/4-inch pneumatic corrosion resistant roofing nails to attach the first side of the ridge vent with the exterior of the baffle aligned with the chalk line (Figure J). Proceed with using the 1' interval EasyTear'"" system to custom size the vent to the appropriate length. If the EasyTear'" system can not be utilized, use a utility knife to size the vent. Nail gun targets are embossed on the part as a guide for property attaching vent to the roof. The vent should be fastened on 6-inch centers (Figure K). Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-1114 Certificate ofAuthoriration #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-1114 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 7 of 12 TTRINITYIERD 6.4.4 NOTE: When fastening the vent and cap shingles, be sure that the included 1 3/4-inch corrosion resistant coil nails completely penetrate plywood or provide at least 3/4-inch penetration into wood planks. In the case they do not, you must use alternate corrosion resistant nails that provide the required penetration. Proceed with attaching the other side of the vent. When beginning to nail down the second side, do NOT begin at the end; begin between the first and second one -foot sections and then return to fasten the first one -foot section. This will allow for proper fit. 6.4.5 Install ridge shingles in accordance with shingle manufacturer's published installation instructions, using the nail -lines on top of the ridge vent for proper lapping. 6.5 TRUSLATE* RIDGE VENT: 6.5.1 DO NOT use on hips. 6.5.2 Intall TruSlate* Ridge Vent before installing the field slates. 6.5.3 After determining the total length of TruSlatem Ridge Vent required (for proper ventilation), determine the necessary slot opening. Mark -off and cut the slot opening, ensuring the ends of the opening stop at least 6-inch from any end walls and at least 12-inch from hip and ridge intersections or chimneys. Roofs without a ridge board: Cut a 7/8-inch opening along the ridge on each side (Figure A). Roofs with a ridge board: Cut a 1-5/8-inch opening along the ridge on each side (Figure B). Fig. A 22 mm)7/e 7/8- (22 mm) 13/4" (44 mm) No Ridge Board Fig. B 41 mm119i li5 (41 mnV 3Y4" (82 mm) With Ridge Board 6.5.4 Install an 18-inch wide section of ASTM D1970 self -adhering leak barrier (holding Florida Statewide Product Approval or Approved on a Local Basis) from the edge of the ridge slot extending down towards the roof deck on both side of the slot. 6.5.5 Place the TruSlatem Ridge Vent over the ridge slot, "peaked" and centered over the ridge slot, and attach using minimum 3-inch long corrosion resistant ring -shank nails through the pre -molded nail holes on the vent, located 3-inch from the ends and 9-inch o.c. Fasteners shall penetrate through plywood decks or embed minimum %-inch into wood plank decks. 6.5.6 Continue over the length of the ridge, utilizing the male/female connectors to connect units. Ensure the finished ends include the pre -molded end caps. Cover all exposed nail heads on the vent with silicone caulk. Intall a bead of exterior grade silicone sealant at the downslope leading edges of the ridge vent, at the junction of the leading edge and the leak -barrier below. 6.5.7 Install the top course of TruSlate* field slates, Unde rBlock` UV & Moisture Barrier and TruSlate® trim slates in accordance with GAF published installation instructions. Intall TruSlate* trim slates with 10-inch exposure using minimum 1-5/8-inch long deck screws through pre -drilled holes, through the ridge vent to engage the wood deck. Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-R14 Certificate ofAuthoriration R9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.6267-1114 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 8 of 12 Dedc,4mar"' Root Deck Protectbn 18' 1 NS7Tm) Weather Watch a StormGuardt Leak Barrier 10' 257 mm QOTRINITYIERD 6.6' COBRAO HIP VENT ' r 6.6.1 The roof deck shall consist of minimum of 7/16 inch thick plywood or OSB wood structural panels. Use only on roofs with slopes between 3:12 and 12:12. Install only on hips. Do not install Cobra® Hip Vent on ridges. 6.6.2 Sequencing: If ridge ventilation will be installed, always install the ridge vent to the end of the ridge before installing Cobra® Hip Vent. 6.6.3 Hip Air Slot: Determine the number of Cobra Hip Vent sections needed for proper ventilation and the location for cuts in the roof hip. Cobra Hip Vent is installed over a 2'/: inch wide slot opening centered on the hip beginning at 12 inches below the top of the hip and extending 36 inches down the hip for every 4 foot section of Cobra' Hip Vent needed. Leave 12 inches of the hip uncut after each 36 inch opening, and the lowest opening must stop at the mid -point of the hip and more than 24 inches in from the exterior warm wall. Wider openings and slots below the midpoint of the hip will not improve ventilation and must be avoided. Cut away the shingles first with a roofing knife, and then cut the deck with a circular saw. The saw should be adjusted so that the rafters or trusses are not cut. Note: The roof decking must be re -nailed to the rafter at the edge closest to the hip to compensate for the nails removed when the hip slot was cut. Ridge Air Slots Hip Midpoint I - I I I I Slot length nearest J\ QGG. — i- midpoint may vary e"a I Deck II Eave I I I Must be at least 24. 1610 mm) From the warm wall Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-R14 Certificate ofAuthoriration #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-R14 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 9 of 12 QOTRINITYIERD 6.6.4 Sealant: Seal all cut -edges of the asphalt shingles to the roof sheathing along all sides of the hip air slot openings, using a bead of ASTM C920 polyurethane sealant, to prevent water infiltration. 6.6.5 Orientation: Always install Cobra® Hip Vent with the "Towards Peak" arrows on the top surface of the vent pointing up towards the peak of the roof. 6.6.6 Attachment: Cobra Hip Vent is fastened to the deck starting at the bottom of the hip and then up along the entire length of the hip (this includes un-cut portions of the hip). Fasten Cobra Hip Vent to the deck with the included 1Y4-inch inch long collated galvanized steel roofing nails, or longer corrosion resistant roofing fasteners, to achieve penetration through plywood or OSB decks or minimum 3/4-inch embedment into wood planks. Attach the Cobra® Hip Vent section through the pre -marked 6-inch increment nail targets. 6.6.7 Joints & Terminations: Apply the subsequent Cobra* Hip Vent sections over the length of the hip using the overlap/underlap tabs. For roofs with ridge vents, lengths of the hip vent must be butted tightly to sections of ridge vents and install a 3 inch by 12-inch strip of self -adhering leak barrier over all junctions. For roofs without ridge vents, sections of hip vent from adjacent hip runs must be mitered together tightly where they intersect and install a 3 inch by 12-inch strip of self -adhering leak barrier over all junctions. Refer to GAF published installation instruction for details. 6.6.8 Ridge Shingles: Cobra Hip Vent is then covered with ridge cap shingles and this entire assembly is nailed to the sheathing with the included 13/,-inch inch long collated galvanized steel roofing nails. Depending on the field and ridge cap shingles used, longer length corrosion resistant fasteners may be necessary. The ridge cap shingles are installed per the shingle manufacturer's instructions and Florida Product Approval, with a minimum of two nails per shingle and a shingle to shingle nail spacing of 8 inches on center or less. Refer to the shingle manufacturer's Florida Product Approval for ridge cap shingle fastening and sealing requirements. Do not overdrive the nails or crush/compact the product during installation. 6.7 COBRA* INTAKEPROM ROOFTOP INTAKE VENT 6.7.1 The roof deck shall consist of minimum of 7/16 inch thick plywood or 0S13 wood structural panels. Use only on roofs with minimum slope of 4:12. Install only on eave edges of the roof. 6.7.2 Determine the length of Cobra* IntakeProT" Rooftop Intake Vent sections needed for proper ventilation and the location for cuts near the roof eave edge. Install a metal drip edge at the eave of the roof. Measure up 6 and 7 inches up from the edge of the metal drip edge and strike chalk lines parallel to the eave of the roof. Cut a 1 inch wide air slot opening along the chalk lines, stopping a minimum of 12" (305 mm) from rake/gable edges, side/end walls, and hip intersections, and stopping a minimum of 24" (610 mm) from the center of valley intersections. The saw should be adjusted so that the rafters or trusses are not cut. Exterior Research and Design, LLC. Evaluation Report 01506.02.06-1114 Certificate ofAuthori:ation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.6267-1114 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 10 of 12 QoTpuNITYIERD Note: After cutting the air slot, clear all debris blocking access into the attic space. Be sure to flatten attic insulation near the air slot to allow for proper intake airflow near the air slot. Attic baffles may be used to help prevent insulation from blocking intake airflow into the attic space. 6.7.3 Install a minimum 18 inch (457mm) wide FBC Approved peel -and -stick leak barrier down to the roof deck. Align peel -and -stick leak barrier flush to the edge of the roof on top of the drip edge metal. Use a sharp utility knife to cut the leak barrier, re -opening the 1 inch (25 mm) air slot that was previously cut in the deck. 6.7.4 Each roll of Cobra® IntakePro'" Rooftop Intake Vent comes with two pieces of end cap fabric. To begin the vent run, place one piece of end cap fabric overhanging halfway over the rake/gable edge and parallel to the eave drip edge. Fasten the fabric to the roof deck using two roofing nails, one high and one low. If necessary, a piece of FBC Approved peel -and -stick leak barrier can be used in lieu of end cap fabric. 6.7.5 With the pre -marked dotted nail line and GAF logo facing up toward the sky, position the vent on top of the fabric end cap and flush to the rake/gable edge and eave drip edge. The front venting face of the vent should be flush with the drip edge metal below. Using the included 1-3/4 inch (44 mm) pneumatic coil nails, fasten the vent every 6 inches (152 mm) along the pre -marked nail line and fasten every 12 inches 305 mm), approximately 1-1/2 inches (38 mm) down from the up -slope edge of the vent. Do NOT nail within 1 inch (25 mm) from the side, top, or bottom edges of the vent. 6.7.6 Continue installing vent toward the opposite gable/rake edge or termination point. When installing multiple rolls, adjoin the rolls by butting them tightly together. There should be no gap between adjoining sections. The vent must always extend a minimum of 12 inches (305 mm) past any air slots. Miter cut the vent at any valley and hip intersections, ensuring the vent sections are butted tightly together. For terminations at gable and rake edges, cover the end of the vent run using the included fabric end cap in the same manner as the start of the vent run. 6.7.7 Install FBC Approved peel -and -stick leak barrier completely covering the top of the vent and extending from the eave edge to a minimum of 24 inches (610 mm) in from the building's warm wall. The leak barrier should not overhang the vent. Install rake drip edge if necessary. Fa Ywlaf GAi Wk6u0w coon n Wr a- iedwo e aY.wa Ir Nsl Tml W..trrool GAF LL.ak i.nkr i m. a,la MUST voP•m.Yn..ndir Irie am mml ft—wpaq..Agu, -W-A wW d Hp.rw nm. rr MSIiI•W +mNnm H' If10 mM fmmva.eY tuevcaorw P I153 mml W .pftM1olntl0. a<AOO.dpAO. meLL A M1anl k al CntrY.V bo00p..a1e V.N N GAF L&A aYYOY A. M w11h Hw AOp.Ap. m.bL 6. 7.8 Begin installing the shingle starter course. The starter course and first course of field shingles should overhang the front edge of the Cobra® IntakePro'" Rooftop Intake Vent by 1/4 — 3/4 inches (6 —19 mm) to provide a drip edge. Using the included 1-3/4 inch (44 mm) pneumatic coil nails, fasten the starter strip and field shingles as per manufacturer's installation instructions. Ensure the field shingles are not fastened into the open air intake slot below. Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-1114 Certificate ofAuthoiiration #9503 61" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-1114 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 11 of 12 QOTRINITYIERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Acworth, GA Cumming, GA Enka, NC 9. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01506.02.06-R14 Certificate ojAuthori:ation #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL6267-1114 GAF Roof Ventilation Products; (800) 766-3411 Revision 14: 09/25/2017 Page 12 of 12 FORM R405-2014 RECORD COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist C n A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). OF,,-) 1108 Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) 3 If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 12/11/2017 8:28:49 AM Page 1 of 1 r FORM R405-2014 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1013 Cypress Street, Sanford, FL, 32711 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Numberof Bedrooms 3(1) d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1244.00 ft2 6. Conditioned floor area (ft2) 1244 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=0.75 146.00 ft2 11 .Ducts a. Sup: Attic, Ret: Attic, AH: Attic R ft2 6 497 SHGC: SHGC=0.50 b. U-Factor: Sgl, U=0.45 65.25 ft2 SHGC: SHGC=0.30 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 28.6 SEER:16.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 28.6 HSPF:9.00 Area Weighted Average Overhang Depth: 5.971 ft. Area Weighted Average SHGC. 0.438 8. Floor Types Insulation Area 14. Hotwatersystems - Cap 30 gallons a. Crawlspace R=11.0 1244.00 ft2 a. Electric EF: 0.95 b. N/A R= ft2 c. N/A R= ft2 b. Conservationfeatures None 15. Credits 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 inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: TNE SrAr oe WE 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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12/11/2017 8:30 AM EnergyGauge®USA - v5.1- Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Botero Residence Builder Name- BUICO, I.G Street. 1013 Cypress Street Permit Offic p _ 0 8 3City, State, Zip: Sanford, FL , 32711 Permit Num v a Owner: Jurisdiction: Seminole County Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) ti tENC 1. New construction or existing Addition 9. Wall Types (1264.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=11.0 1264.00ft' b. N/A R= ft' 3. Numberof units, if multiple family 1 c. N/A R= ft2 4. Numberof Bedrooms(Bedrms In Addition) 3(1) d. N/A R= ft2 10. Ceiling Types (1244.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1244.00 ft 6. Conditioned floor area abovegrade (ft 1244 b. N/A R= ft' Conditionedfloor area below grade (ft 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(211.3 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 497 a. U-Factor: Sgl, U=0.75 146.00 ft' SHGC: SHGC=0.50 b. U-Factor: Sgl, U=0.45 65.25 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.30 a. Central Unit 28.6 SEER:16.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.6 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 5.971 ft. Area Weighted Average SHGC: 0.438 14. Hot watersystems - a. Electric Cap: 30 gallons 8. FloorTypes (1244.0 sqft.) Insulation Area EF: 0.950 a. Crawlspace R=11.0 1244.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.170 Total Proposed Modified Loads: 41.50 PASS Total Baseline Loads: 42.39 1 hereby certify that the plans and specifications covered by Review of the plans and 4 ZKE STg2. this calculation'are in compliance with the Florida Energy specifications covered by this 0, Code. ,* Digitally signed by Thomas Platania calculation indicates compliance Date:2017.12.11 13:38:41 with the Florida Energy Code. r,..''••. -; _' •.• „ PREPARED BY: CACIS15254 ProCai«, uc-Osloo1 DATE: Before construction is completed this building will be inspected for[,(! 1 - compliance with Section 553.908 a ° hereby certify that this building, as designed, is In compliance Florida Statutes. L A. with the Florida Energy Code. COO W'E OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 5.0 ACH50 (R402.4.1.2). Compliance requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 12/11/2017 8:29 AM EnergyGauge®USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title. Bolero Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1244 Lot # Owner: Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case- No PlatBook: Builder Name: Rotate Angle: 0 Street: 1013 Cypress Street Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: Seminole County Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32711 New/Existing: Addition Comment. CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Entire House 1244 9952 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Living Room 150 1200 No 3 1 Yes Yes Yes 2 Dining Room 174 1392 No 0 1 Yes Yes Yes 3 Kitchen 191 1528 Yes 1 1 Yes Yes Yes 4 Master Bedroom 204 1632 No 0 1 1 Yes Yes Yes 5 Master Bathroom 109 872 No 0 1 Yes Yes Yes 6 Master Closet 56 448 No 0 1 Yes Yes Yes 7 Bedroom2 144 1152 No 0 1 1 Yes Yes Yes 8 Bathroom2 72 576 No 0 1 Yes Yes Yes 9 Bedroom 3 144 1152 No 0 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter PerimeterR-Value Area Joist R-Value Tile Wood Carpet 1 Crawlspace Living Room 24.5 ft 0 150 ft2 11 1 0 0 2 Crawlspace Dining Room 11.5 ft 0 174 ft2 11 1 0 0 3 Crawlspace Kitchen 15 ft 0 191 ft2 11 1 0 0 4 Crawlspace Master Bedroom 29 ft 0 204 ft2 11 1 0 0 5 Crawlspace Master Bathroom 22 ft 0 109 ft2 11 1 0 0 6Crawlspace Master Closet 7.5 ft 0 56 ft2 11 1 0 0 7 Crawlspace Bedroom 2 16 ft 0 144 ft2 11 1 0 0 12/11/2017 8:29 AM EnergyGauge®USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 8 Crawlspace Bathroom 2 8.5 ft 0 72 ft' 11 1 0 0 9 Crawlspace Bedroom 3 24 ft 0 144 ft2 11 1 0 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1347 ft2 258 ft2 Dark 0.4 Yes 0.9 Yes 0 22.6 ATTIC v Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1244 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Living Room 30 Batt 150 ft' 0.11 Wood 2 Under Attic (Vented) Dining Room 30 Batt 174 ft' 0.11 Wood 3 Under Attic (Vented) Kitchen 30 Batt 191 ft2 0.11 Wood 4 Under Attic (Vented) Master Bedroom 30 Batt 204 ft' 0.11 Wood 5 Under Attic (Vented) Master Bathroom 30 Batt 109 ft= 0.11 Wood 6 Under Attic (Vented) Master Closet 30 Batt 56 ft' 0.11 Wood 7 Under Attic (Vented) Bedroom2 30 Batt 144 ft' 0.11 Wood 8 Under Attic (Vented) Bathroom2 30 Batt 72 ft' 0.11 Wood 9 Under Attic (Vented) Bedroom 30 Batt 144 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wall -Type Spate R-Value Ft -In Ft In area R--Value- Fraction- Absor.-Grade% 1 N Exterior Frame - Wood Living Room 11 12 0 8 0 96.0 ft' 0 0.23 0.35 0 2 W Exterior Frame - Wood Living Room 11 12 6 8 0 100.0 ft' 0 0.23 0.35 0 3 N Exterior Frame- Wood Dining Room 11 11 6 8 0 92.0 ft2 0 0.23 0.35 0 4 N Exterior Frame - Wood Kitchen 11 15 0 8 0 120.0 ft' 0 0.23 0.35 0 5 N Exterior Frame - Wood Master Bedroo 11 16 0 8 0 128.0 ft' 0 0.23 0.35 0 6 E Exterior Frame - Wood Master Bedroo 11 13 0 8 0 104.0 ft2 0 0.23 0.35 0 7 E Exterior Frame - Wood Master Bathro 11 7 6 8 0 60.0 ft' 0 0.23 0.35 0 8 S Exterior Frame- Wood Master Bathro 11 14 6 8 0 116.0 ft2 0 0.23 0.35 0 9 S Exterior Frame - Wood Master Closet 11 7 6 8 0 60.0 ft2 0 0.23 0.35 0 10 E Exterior Frame -Wood Bedroom2 11 4 0 8 0 32.0W 0 0.23 0.35 0 11 S Exterior Frame -Wood Bedroom2 11 12 0 8 0 96.0 ft2 0 0.23 0.35 0 12 S Exterior Frame -Wood Bathroom2 11 8 6 8 0 68.0ft' 0 0.23 0.35 0 13 S Exterior Frame- Wood Bedroom3 11 12 0 8 0 96.0 ft' 0 0.23 0.35 0 14 W Exterior Frame - Wood Bedroom 3 11 12 0 8 0 96.0 ft' 0 0.23 0.35 0 12/11/2017 8.29 AM EnergyGaugeSUSA - v5.1- Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Living Room None 46 3 6 8 20 ft2 2 N Wood Kitchen None 46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Single (Clear) Yes 0.75 0.5 15.5 ft2 1 ft 2 in 2 ft 0 in None None 2 N 1 Vinyl Single (Clear) Yes 0.75 0.5 15.5 ft2 15 ft 2 in 2 ft 0 in None None 3 W 2 Vinyl Single (Clear) Yes 0.75 0.5 22.5 ft2 8 ft 2 in 2 ft 0 in None None 4 N 3 Vinyl Single (Clear) Yes 0.75 0.5 31.0 ft2 15 ft 2 in 2 ft 0 in None None 5 N 4 Vinyl Single (Clear) Yes 0.75 0.5 6.5 ft2 3 ft 8 in 2 ft 0 in None None 6 N 5 Vinyl Single (Clear) Yes 0.45 0.3 25.0 ft2 1 ft 6 in 2 ft 0 in None None 7 E 6 Vinyl Single (Clear) Yes 0.45 0.3 25.0 ft2 1 ft 6 in 2 ft 0 in None None 8 E 7 Vinyl Single (Clear) Yes 0.45 0.3 11.3 ft2 1 ft 6 in 2 ft 0 in None None 9 S 8 Vinyl Single (Clear) Yes 0.45 0.3 4.0 ft2 1 ft 6 in 2 ft 0 in None None 10 S 11 Vinyl Single (Clear) Yes 0.75 0.5 12.5 ft2 1 ft 6 in 2 ft 0 in None None 11 S 12 Vinyl Single (Clear) Yes 0.75 0.5 7.5 ft2 1 ft 6 in 2 ft 0 in None None 12 S 13 Vinyl Single (Clear) Yes 0.75 0.5 12.5 ft2 1 ft 6 in 2 ft 0 in None None 13 W 14 Vinyl Single (Clear) Yes 0.75 0.5 22.5 ft2 8 ft 2 in 2 ft 0 in None None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse ProposedACH(50) .000254 829.3 45.53 85.62 1855 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 28.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 28.6 kBtu/hr 953 cfm 0.8 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Bathroom2 0.95 30 gal 62.3 gal 120 deg None 12/11/2017 8:29 AM EnergyGaugeOUSA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS Supply— Return— Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area LeakageType Handler TOT OUT ON RLF Heat Cool 1 Attic 6 497 ft2 Attic 497 ftz Default Leakage Attic Default) c(Default) c 1 1 TEMPERATURES ProgramableThermostat: Y Ceiling Fans: CoolingJan HeatinJan Feb Feb Mar X Mar f A r Apr I Ma May Jun Jul rlJun rj Jul AuSep rjAu rj Se Oct Oct Nov XNov Dec Dec Ventin Jan Feb X Mar X] A r May Jun Jul Aug Se j Oct X] 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 12/11 / 2017 8:29 AM EnergyGauge®USA - v5.1- Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1013 Cypress Street Permit Number: Sanford , FL , 32711 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). Th&uilding official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in AppendixC. R402.4 Air leakage (Mandatory). Thebuildmg thermal envelopeshall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. Thebuilding thermal envelopeshall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. Thecomponentsof the building thermal envelopeas listed in Table R402.4.1.1 shall be installed in accordancewith the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones land 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individulas licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approvedthird party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exteriorwindows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstrippingor other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. Newwood-burningfireplaces shall have tight -fitting flue dampers and outdoor combustion air. Q R402.4.3 Fenestration air lea kage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101 /I.S.2/A440 by an accredited, independent laboratoryand listed and labeled by the manufacturer. Exception: Site-builtwindows, skylights and doors. O R402.4.4 Recessed lighting. Recessedluminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interiorwall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). Aleast one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat (Mandatory). Heapumps having supplementaryelectric-resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. O R403.2.2 Sealing (Mandatory)'.kllducts, air handlers, and filter boxes and building cavities that form the primary air containment passagewaysfor air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed asset forth in Section 489.105(3)(0, (g), or (i), Florida Statutes, to be "substantially leak free' by either of the following: Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakagetest is not required for ducts and air handlers located entirelywithin the building envelope. 2. Duct testing is not mandatoryfor buildings complying by Section R405 of this code. 12/11/2017 8:30 AM EnergyGauge®USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanicadystem piping capable of carrying fluids above 105°F (41 °C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulatindiot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circu lati ng pump when the system is not in use. R403.4.3 Heat traps (Mandatory). StorageNater heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially availableheat trap or a downward and upward bend of at least 3 Y2 inches (89 mm) in the hot water distribution line and cold waterline located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Servicewater heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60*C). R403.4.4.1.2 Shutdown. Aseparate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Waterheating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirementsfor the appropriatewater heating category. Solarwater heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solasystems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and ComponentTest Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientationwithm 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). Thebuilding shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. . R403.6 Heating and cooling equipment (Mandatory). Thdollowing sections are mandatoryfor cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heatingand cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the budding. The man ufactu rer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. CoolingDnly equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest availablesize provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 12/11/2017 8:30 AM EnergyGauge®USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) Thepublishedvalue for AHRltotal capacity isanominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling-onlyeguipment.This selection shall be used to select cooling-onlyequipment. This selection shall be based on the outdoordesign dry bulb temperaturefor the load calculation (or entering water temperatureforwater- sourceeguipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperatureand the design valuefor entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoordry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6. 1.2 Heating equipment capacity R403.6.1. 2.1 Heat pumps. Heatpumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1. 2.2 Electric resistance furnaces. Electricresistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1. 2.3 Fossil fuel heating equipment. Thecapacity of fossil fuel heating equipmentwith natural draft atmosphericbumers shall not be less than the design load calculated in accordancewith Section R403.6.1. O R403.6. 1.3 Extra capacity required for special occasions. Residencesequiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainmentevents, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainmentareas. 2. A variablecapacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systemserving multiple dwelling units shall complywith Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snovand ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavementtemperatureis above 55°F, and no precipitation is falling and an automaticor manual control that will allow shutoff when the outdoor temperature is above40'F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). Thenergy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirementsfor portable spas shall be in accordancewith ANSI/APSP-14. O R403.9. 1 Pool and spa heaters. Allpool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heaterwithout adjusting the thermostat setting. R403.9.1. 1 Gas and oil -fired pool and spa heaters. Albas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16.2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1. 2 Heat pump pool heaters. Heapump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions-LowAir Temperature.A test report from an independent laboratoryis required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9. 2 Time switches. Timeswitches or other control method that can automaticallytum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste-heat-recoverypool heating systems. 3. Where pumps are powered exclusivelyfrom on -site renewable generation. R403.9.3 Covers. Heatedswimming pools and inground permanently installed spas shall be equipped with a vapor-retardantcover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoorpools deriving over70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). Aminimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanenttyinstalled lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltagelighting shall not be required to utilize high -efficacy lamps. R404.1.1 Lighting equipment (Mandatory). Fuebas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. Allducts not entirelyinside the building thermal envelopeshall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilingsshall haveminimum insulationof R-19. Where single assemby of the exposeddeck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 12/11/2017 8: 30 AM EnergyGauge DUSA - v5.1 - -Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Botero Residence Builder Name: Street: 1013 Cypress Street Permit Office - City, State, Zip: Sanford, FL , 32711 Permit Number: Owner: Jurisdiction: Seminole County Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. - Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 12/11/2017 8.30 AM EnergyGaugeOUSA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Bolero Residence Builder Name: Street: 1013 Cypress Street Permit Office: City, State, Zip: Sanford , FL , 32711 Permit Number: Design Location: FL, Sanford Jurisdiction: Seminole County Cond. Floor Area:: 1244 sq.ft. Cond. Volume. 9952 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): C: n: R: E LA: Single or Multi Point Test Data HOUSE PRESSURE FLOW: EgLA' ACH: SLA: ACH(50)' : For prescriptive projects, tested leakage must be 7 ACH(50). For performance projects, tested leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing. Thebuilding or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones land 2. Testing shall be conducted with a blowerdoor at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed asset forth in Section 489.105(3)(f), (g), or (i) or an approvedthird party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrationsof the building thermal envelope. During testing: 1. Exteriorwindows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstnppingor other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interiordoors, if installed at the time of the test, shall be open; 4. Exteriordoors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code BUILDING OFFICIAL: DATE: 0, gkiE Sp.4 i 0 12/11/2017 8:31 AM EnergyGauge DUSA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 1 H :*Cale O ,fi i PO Box 882032 namf Port Saint Lucie, FL 34988 r Go Phone 772-982-5700 ww]v ProCalcs Net tomQu procalcs net y tas dm 79nam CO y } I1 am < 4 Q lo. to as dm L' O II „ 8 p M a ' ( pClr r r.l II r,o].a p, sn r c> o o U 2.. I I JI r u `rm a U LJ 7a am I — T y ~ I No R..van INue n.l< I luue I'JII'I2 f 1 F., IWB Artlulccl., Inc 229] 8 1I.—_ R4, aunty 104 hlWn, H. 12gli First Floor HVAC Plan _< M Digitally signed by 1l,•-1•-0• Thomas V Platania Date: 2017.12.11 NMI' GC1815254 ProGlrs, LLC- 1 3:39:49-05 00 ch..L.d u` Tv H M-1 Ib11'I7 A. MMen D lDUI M[NT SCHEDULE NUMlERNUOMINALTONNAGE T.n D MODEL TMAIbIOMI 2 lEER/EER LAlALITY TOTAUSEN] Ia OOIt]00 ab02ib0 STAGES Small n RLA.L A Is wva YMCM ORWEgXT 2] MU MUNaER Y1N-1l AXU-MODEL TEMMOa]OH1t STATq RRESSURE Ob REFRNIERANTLOCATION R IDAA,nc p LFM a5] FAN MOTOII MR-FU l]-1a ELELTRq NEATER aNWMIASsl-L.. ]11R.21-I1. a: MLNMOR (AXU•NT J2bVj LAI Z DINENJgN] N•W.D WEgNT 14 REF LINES RIZES L.-1a NOTES TRANE NEAT RUMR RECORD COPY Load Short Form Job: Botero Residence wrightsoftR=4"(>:aks DI by Date: Dec 11, 2017 Entire House 2lRl ThomasVPlatania By. Nate PaslayDate: 2017.12.1 1 ProCalcs, LLC CAC1815254 ProCalcs, LLC r 13:38:55-05'00' V P O Box 882032, Port Saint Lucie, FL 34988 Phone 772-882-5700 Email tom@procalcs.net Web, www ProCalcs Net License: CAC1815254 RTIN #0105474 For: Botero Residence 1013 Cypress Street, Sanford, FL 32711 1g-10( SANFORD Htg Clg Infiltration Outside db (°F) 37 95 Method Blower door Inside db (°F) 70 75 Shielding / stories 3 (partial) / 1 Design TD (°F) 33 20 Pressure / AVF 50 Pa / 1164 cfm Daily range M Inside humidity (%) 50 50 Moisture difference (gr/lb) 29 38 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR603OH1 Cond 4TWR603OH1 AHRI ref 7562380 Coil TEM6AOB3OH21++TDR AHRI ref 7562380 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 22880 Btuh Heating output 27800 Btuh @ 47-F Latent cooling 5720 Btuh Temperature rise 27 F Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Capacitybalance point= 26 °F Backup: TRANE BAYHTR1508BRKC Inns it = R kVV r)i itni it = 979Q7 Rti ih 1 fin AFI IF ROOM NAME Area ft2) Htg load Btuh) CIg load Btuh) Htg AVF cfm) Clg AVF cfm) Living Room 150 3648 6112 183 257 Dining Room 174 2117 1816 106 76 Kitchen 191 1958 3433 98 144 Master Bedroom 208 3148 3230 158 136 Master Bathroom 109 1884 1835 95 77 Master Closet 56 633 486 32 20 Bedroom 2 144 1773 1460 89 61 Bathroom 2 72 A A 951 nn- 784 n- 48 A In 33 A An Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof[- n.. Right -Suite® Universal 2018 18 0 04 RSU25613 ch\Botero\Working Drawings\Botero Residence rup Calc = MJ8 Front Door faces SW 2017-Dec-11 08 27 55 Page 1 Entire House 1247 18963 22676 953 953 Other equip loads 0 0 Equip. @ 1.00 RSM 22676 Latent cooling 3173 I I I I I I V I NLJ I L9 / 16yOJ coo -+a a01.3 UDO Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wrightsoft^ Right -Suite® Universal201818004RSU25613 ACCX ch\Botero\ Working Drawings\Botero Residence rup Calc = MJ8 Front Door faces. SW 2017-Dec-11 08 27 55 Page 2 Building Analysis Job: Botero Residence un wrightsoft" 9 y Date: Dec 11, 2017 Entire House By: Nate Paslay ProCalcs, LLC P. 0 Box 882032, Port Saint Lucie, FL 34988 Phone 772-882-5700 Email. tom@procalcs net Web www.ProCalcs Net License, CAC1815254 RTIN #0105474 Project Information For: Botero Residence 1013 Cypress Street, Sanford, FL 32711 Location: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Heating Dry bulb (°F) 37 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (T) Relative humidity (%) Cooling Moisture difference (gr/lb) 95 Infiltration: 17 ( M ) Method 76 Shielding / stories 7. 5 Pressure / AVF Heating Component Btuh/ft2 Btuh of load Walls 3.2 3271 17.3 Glazing 21.9 4624 24.4 Doors 13.0 519 2.7 Ceilings 1.1 1329 7.0 Floors 1.7 2148 11.3 Infiltration 2.6 3277 17.3 Ducts 3794 20.0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 18963 100.0 Btuh/ ft2 Btuh of load ComponentWalls 3.0 2991 13.2 Glazing 26.7 5649 24.9 Doors 12.8 512 2.3 Ceilings 1.8 2249 9.9 Floors 1.0 1277 5.6 Infiltration 0.9 1132 5.0 Ducts 5844 25.8 Ventilation 0 0 Internal gains 3020 13.3 Blower _ 0 0 Adjustments 0 Total 22676 100.0 Latent Cooling Load = 3173 Btuh Overall U-value =0.102 Btuh/ft22F Data entries checked. Gaang U3lirgs Doors Ceilirgs Heating Cooling 70 75 33 20 50 50 29. 2 38.2 Blower door 3 ( partial) / 1 50 Pa / 1164 cfm Irternal Gains Ducts 4i' ll- wrightsoft- 2017-Dec-11 08 27 55 AM•. IPage - __ Right -Suite® Universal 2018 18.0 04 RSU25613 1 ch\ Botero\Working Drawings\Botero Residence.rup Calc = MJ8 Front Door faces. SW Project SJob: Botero Residence ro Summary - wrightsoft- ry Date: Dec 11, 2017 Entire House By: Nate Paslay ProCalcs, LLC P O Box 882032, Port Saint Lucie, FL 34988 Phone. 772-882-5700 Email, tom@procalcs.net Web www ProCalcs Net License CAC1815254 RTIN #0105474 For: Botero Residence 1013 Cypress Street, Sanford, FL 32711 Notes: JWB Architects 2295 S Hiawassee Road Suite 304 Orlando, FL 32835 Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 37 °F Outside db 95 °F Inside db 70 °F Inside db 75 °F Design TD 33 °F Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 38 gr/lb Heating Summary Structure 15169 Btuh Ducts 3794 Btuh Central vent (0 cfm) 0 Btuh none) Humidification Piping Equipment load Infiltration Method Shielding / stories Pressure / AVF 0 Btuh 0 Btuh 18963 Btuh Blower door 3 ( partial) / 1 50 Pa 11164 cfm Heating Cooling Area ( ft2) 1247 1247 MbIume ( ft') 9978 9978 Air changes/hour 0.54 0.31 Equiv. AVF (cfm) 90 52 Heating Equipment Summary Make Trane Trade TRANE Model 4TW R6030H 1 AHRI ref 7562380 Efficiency 9 HSPF Heating input Heating output 27800 Btuh @ 47°F Temperature rise 27 F Actual air flow 953 cfm Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Space thermostat Capacitybalance point= 26 °F Backup: TRANE BAYHTR1508BRKC Input = 8 kW, Output = 27297 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 16831 Btuh Ducts 5844 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 22676 Btuh Latent Cooling Equipment Load Sizing Structure 2150 Btuh Ducts 1023 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3173 Btuh Equipment Total Load (Sen+Lat) 25848 Btuh Req. total capacity at 0.80 SHR 2.4 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6030H1 Coil TEM6A0B30H21++TDR AHRI ref 7562380 Efficiency 13.0 EER, 16 SEER Sensible cooling 22880 Btuh Latent cooling 5720 Btuh Total cooling 28600 Btuh Actual air flow 953 cfm Air flow factor 0.042 cfm/Btuh Static pressure 0.60 in H2O Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlyhtsof[ 2017-Dec-1108:2755 Right - Suite® Universal 2018 18.004 RSU25613 Page 1 R .. ch\Botero\Working Drawings\Bolero Residence rup Calc = MJ8 Front Door faces SW wrightsoft• Right-J® Worksheet Job: Botero Residence Entire House Date: Dec 11, 2017 ProCalcs, LLC By: Nate Paslay P.O. Box 882032. Port Saint Lucie, FL 34988 Phone 772-882-5700 Email tom@procalcs net Web: www ProCalcs Net License. CAC1815254 RTIN #0105474 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 158.0 ft 80 ft 12473 It' Living Room 245 ft 80 ft heat/cool 125 x 12.0 It 150 0 f t' Ty Construction number U-value Btuh/ft'_'F) Or I HTM Btuh/ft') I Area (ft.) or perimeter (ft) I Load Btuh) I Area 02) or perimeter (ft) I Load Btuh) Heat Cool Gross I N/P/S j Heat Cool Gross N/P/S Heat Cool 6 1 1 12B-0sw 1 glazing, clr glz, 1 glazing, cIr glz, 1 glazing, clr glz, 1 glazing, clr glz, 11130- 12B-0sw 1 glazing, cir glz, 1 alazina.-clr olz - 1 glazing, cir glz, 1 glazing, cir glz, J glazing, clr glz. 1213-0sw 1 glazing, cir glz, 11DO 16B- 30ad 19A- 11cvtp 0. 0970. 450 0. 750 0. 750 0. 750 0. 390 0 097 0. 450 0 450 0. 097 0. 450 0. 750 0. 750 0 097 0. 750 0. 390 0. 032 0 073 n n n n n nJ e a e_ s s s s_ w w w R-_ 323 1498 2497 2497 2497 12 99 323 1498 14 98 3. 23 1498 2497 24. 97 3. 23 2497 12 99 1. 07. 1. 72 2. 951352 2273 22. 73 2273 1281 2. 95 3525 35 25 2. 95 1552 2473 24 73 295 2473 12. 81 1. 80 1 02 436 25 7 16 47 20 196 11 25 436 4 8 25 196 45 20 1247 1247 323 0 0 0 0 20 160 0 0 400 4 8 25 131 45 20 1247 1247 1642 375 162 387 1161 260- 256 516 169 375 1290 60 187 624 423 1124 260 1329 2148 953 338 148 352 1057 472 397 881 1180 62 185 618 387 1112 256 2249 1277 96 0 0 16 16 0- 0— 0 0 0 0 0 0 65 0 0 0 0 210 0 0 387 387 0 0 0 0 192 0 0 352 352 0 0 0 0 0 0 0 0 0 0 Vb1213 0 0 0 0 0 0 0 W 0 100 23 20 150 150 0 58 23 20 150 150 0 186 562 260 160 258 170 556 256 270 154 1--- pG C: F r 61 c) AED excursion 1 1 49171 1 1 1 468 Envelope loss/gain 1 11892 12679 1 1 2410 2771 12 a) Infiltration b) Room ventilation 3277 0 1132 0 508 0 176 0 13 Internal gains: Occupants @ 230 Appliances/ other 4 920 2100 3 690 900 Subtotal ( lines 6 to 13) 15169 16831 2918 4537 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 25 % 35% 0 0 0 15169 3794 0 0 0 16831 5844 25 % 35 % 0 0 0 2918 730 0 0 0 4537 1575 Total room load Air required (cfm) I I 119631 953226761 953I I 36411 183 6112 257 Calculations anroved by ACCA to meet all reauirements of Manual J 8th Ed. tR- taaoftt- 2017-Dec-11 08.27 55 7 -^-^ -- ^ Right -Suite@ Universal 2018 18 0 04 RSU25613 Page 1 ch\ Botero\Working Drawings\Bolero Residence rup Calc = MJ8 Front Door faces, SW Fr wrightsoft• Right-J® Worksheet Job: Botero Residence Entire House Date: Dec 11, 2017 By: Nate Paslay ProCalcs, LLC P O. Box 882032, Port Saint Lucie, FL 34988 Phone 772-882-5700 Email tom@procalcs net Web www ProCaIcs Net License CAC1815254 RTIN #0105474 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Dining Room 11 5 ft 8 0 ft heat/cool 1 0 x 173 5 ft 173 5 f t' Kitchen 150 ft 80 ft heat/cool 1 0 x 1905 ft 190 5 ft" T Y Construction number U-value Btuh/ft'-'F Or HTMI (Btuh/ft') I Area f t' or perimeter (ft) I Load Btuh) I Area (ft') or penmeler (ft) LoadI (Bluh) Heat Cool Gross I N/P/S j Heat Cool Gross N/P/S Heat Cool 6 1 1 3 23 1498 2497 2497 2497 12.99 323 1498 1498 323 14.98 24.97 24.97 323 24.97 12.99 1.07. 172 r 2.95 1352 22 73 22.73 2273 1281 295 3525 l35.25 2.95 15.52 24.73 24.73 295 24.73 1281 1.80 102 92 0 0 0 31 0 61 0 0 0 0 197 0 0 0 774 180 0 0 0 705 120 0 7 0 0 20 0 0 O s94 0 0 0 0 20 0 0 0 302 0 162 0 0 260 0 0 276 0 148 0 0 256 0 0 0 0 0 0 0 0 0 0 344 195 128 Osw 1 glazing, dr glz, 1 glazing, dr glz, 1 glazing, clr glz, 1 glazing, cir glz; 11DO-- — — 12B-Osw 1 glazing, clr glz, 1 olazina.clr,olz._„„ 1 glazing, dr glz, 1 glazing, dr glz, 1-glazing, clr glz,_ 126-Osw 1 glazing, clr glz, 11DO 16B-30ad 19A-11cvtP 0097 0 450 0 750 0 750 0.750 0.390 0 097 0 450 0450 0.097 0.450 0.750 0.750 0.w 0.750750 0.390 0.032 0073 n n n 1 n n n- e a e s s s s_ w w 0 0 0 0 0 0 0 0 O 0 0 0 0 Vb12B-Osw 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 191 191 0 0 0 0 0 0 0 0 203 328 0 0 0 174 174 0 0 0 0 174 174 0 0 0 313 178 0 0 0 191 191 C_ F 185 299 6 c) AED excursion 1 -110 1 1 1 -208 Envelope loss/gain 1 1455 1265 1 1 1255 1010 12 a) Infiltration b) Room ventilation 239 0 82 0 311 0 107 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 1 230 1200 Subtotal (lines 6 to 13) 1694 1348 1566 2548 14 15 Less external load Less transfer Redistribution Subtotal Dud loads 25 % 35 % 0 0 0 1694 424 0 0 0 1348 468 25% 35 % 0 0 0 1566 392 0 0 0 2548 885 Aota oomdl( cfm) ir I I I 2106I 18766I I I 19985111 3144I Calculations aa)roved by ACCA to meet all reauirements of Manual J 8th Ed. nl'F wrlytitsoTi- .- -- - Right-Sude9 Unn ersal 2018 18 0 04 RSU25613 2017-Dec-11 08 27.55 Page 2 ch\Botero\Working Drawings\Bolero Residence rup Calc = W8 Front Door faces SW wrightsoft- Right-,1® Worksheet Job: Botero Residence Entire House Date: Dec 11, 2017 By: Nate Paslay ProCalcs, LLC P O Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web. www.ProCalcs Net License. CAC1815254 RTIN #0105474 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Master Bedroom 290 ft 80 ft heat/cool 130 x 160 It 208 0 ft' Master Bathroom 220 ft 80 ft heat/cool 75 x 145 ft 108 8 ft' T Y Construction number U-value Btuh/ft'-'F Or I HTM Btuh/ft') Area f t' I or perimeter (ft) I Load Btuh) I Area f t' or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S I Heat Cool Gross N/P/S Heat Cool 6 1 1 12B-0sw 1 glazing, dr glz, 1 glazing, dr glz, 1 glazing, dr glz, 1 glazing, cir glz, 11DO 12B-0sw 1 glazing, clr glz, 1 alazma. clr,alz_ 12B-0sw 1 glazing, dr glz, 1 glazing, cir glz, 1 glazing. drglz-` 1213-0sw 1 glazing, clr glz. 11 DO, !_ 16B-30ad-.._.-. 19A-11 cvtD 0.097 0.450 0.750 0.750 0.750 0.390 0.097 0 450 0450 0,097 0.450 0.750 0.750 0 097 0 750 0 390 0032 0 073 n n n n n n_ e a e- s s s: a- w w 323 14.98 24.97, 24.97 24.97 12.99 3 23 1498 14.98 323 1498 24 97 24.97. 323 24.97 12.99 1.07 1.72 2.95 1352 2273 12273 22.73 12.81 2 95 3525 3525 2.95 15.52 24.73 24.73 295 2473 12 81 1.80 102 128 25 0 0 0 0 103 0 0 0 0 0 333 375 0 0 0 0 304 338 0 0 0 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 104 0 25 0 0 0 0 79 0 255 0 375 0 0 0 233 0 881 0 0 0 60 11 0 116 4 0 0 49 0 0 112 4 0 157 169 0 362 60 0 144 397 0 331 62 0 0 0 0 0 196 ill O 0 0 0 0 Y 0 0 0 208 208 0 0 0 208' 208 0 0 0 0 222 358 0 0 0 0 0 0 109 109 0 0 0 0 109 109 0 0 0 0 116 187 L_pG C— F r 0 375 213 6 c) AED excursion 1 -155 36 Envelope loss/gain 1 1917 2189 1 1 1051 1205 12 a) Infiltration b) Room ventilation 601 0 208 0 456 0 158 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (tines 6 to 13) . 2519 2397 1507 1362 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 25% 35`h 0 0 0 2519 630 0 0 0 2397 832 25% 35% 0 0 0 1507 377 0 0 0 1362 473 Total room load Air required (cfm) I I I 31481158 32301136 I I 1884195 1835 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wrlgl tsof!- 2017-Dec-11 08-27 55 Z-- -- -- Right -Suite® Universal201818.0.04 RSU25613 Page Al ZA ..ch\Botero\Working Drawings\Botero Residence rup- Calc = MJ8 Front Door faces SW wrightsoft- Right-J® Worksheet Entire House ProCalcs, LLC Job: Botero Residence Date: Dec 11, 2017 By: Nate Paslay P.O. Box 882032, Port Saint Lucie, FL 34988 Phone 772-882-5700 Email: tom@procalcs net Web: www ProCalcs Net License. CAC1815254 RTIN #0105474 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Master Closet 75 ft 80 ft heat/cool 75 x 75 ft 563 IV Bedroom 2 160 ft 80 ft heat/cool 120 x 120 ft 144 0 f t' T Y Construction number U-value Btuh/ft'-.F Or HTMI (Btuh/ft') Area ft' I or perimeter (ft) LoadI (Btuh) Area ft' I or penmeter (ft) LoadI (Btuh) Heal I Cool Gross N/P/S Heat Coal Gross N/P/S Heat Cool 6 11 12B-Osw 1 glazing, dr glz, 1 glazing, dr giz, 1 glazing, dr glz, 1 glazing, clr glz, 11DO - 12B-Osw 1 glazing, clr glz, 1_alazino. dr,alz._ 12B-Osw 1 glazing, dr glz, 1 glazing, dr glz, 1 glazing, dr,glz,_ 12B-Osw 1 glazing, dr glz, 11 DO 16B-30ad 19A__11cvtp 0.097 0 450 0.750 0.750 0 750 0.390 0 097 0 450 0.450 0.097 0.450 0.750 0.750 0 097 0 750 0 390 0.032 0073 n n n n n n- e a ez s s s s. w w 3.23 14.98 24.97 24.97 2497 12.99 323 1498 14.98 323 14.98 24.97 24 97 323 2497 1299 1.07, 172 295 1352 22.73 22.73 22.73 1281 295 3525 35.25 2.95 15.52 24.73 24.73 295 24.73 12.81 1 80 102 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 60 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 96 0 0 13 0 0 0 144 144 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 56 56 0 0 0 194 0 0 0 0 0 177 0 0 32 0 0 84 0 0 13 0 0 0 144 144 103 0 0 270 0 0 312 0 0 0 95 0 0 247 0 0 309 0 0 0 260 147 0 0 0 0 56 56 0 0 0 0 60 97 0 0 0 0 01 58 C 153 248 W t,-..ramw r,....- 6 c) AED excursion 29 89 Envelope loss/gain 351 307 1087 969 12 a) Infiltration b) Room ventilation 156 0 54 0 332 0 115 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 506 361 1419 1084 14 15 Less external load Less transfer Redistribution Subtotal Dud loads 25 % 35 % 0 0 0 506 127 0 0 0 361 125 25% 35 % 0 0 0 1419 355 0 0 0 1084 376 l Total room load Air required (cfm) I I I 633132 4813120 I I 1713189 1460 61 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. t* wriyt ts5 .of't- 2017-Dec-11 08,27 55 lltRight- SUde® Universal 2018 18 0 04 RSU25613 Page 4 ch\ Botero\Working Drawings\Botero Residence rup Calc = MJ8 Front Door faces: SW wrightsil Right-J® Worksheet Job: Botero Residence Entire House Date: Dec 11, 2017 By: Nate Paslay ProCalcs, LLC P O Box 882032, Port Saint Lucie, FL 34988 Phone 772-882-5700 Email tom@procalcs net Web www ProCalcs Net License: CAC1815254 RTIN #0105474 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bathroom 2 85 ft 8.0 ft heat/cool 85 x 85 ft 72 3 f t' Bedroom 3 240 ft 80 ft heat/cool 120 x 120 ft 144 0 ft' Ty Construction number U-value Btuh/ft'-'F Or I HTM IBtuh/ft') Area (ft') Iorperimeter (ft) Load Btuh) I Area (ft') or perimeter (ft) I Load Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 323 14.98 24.97 24.97 2497 12.99 323 14.98 1498 3.23 1498 24.97 24.97 3.23 2497 12 99 1.07 1.72 295 1352 2273 2273 22.73 12.81 295 3525 3525 295 1552 24.73 24.73 295 2473 1281 1.80 1 02 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2400 0 309 217 556 0 260 147 1213-0sw 1 glazing, dr glz, 1 glazing, cir glz, 1 glazing, dr glz, 1 glazing, cir glz, 1100 -- 12B-0sw 1 glazing, cir glz. 1-olazina.cl olz_ 12B-Osw 1 glazing, cir glz, 1 glazing, cirglz, 1 glazing, dr,glz,_ 1213-0sw 1 glazing, cir glz, 11 DO 16B-30ad — 19A-1lcvtp 0.097 0.450 0.750 0.750 0.750 0.390 n n n n n, n- e a e_ s s s s_ NY w w_ x- 0 0 0 0 0 0 0 0 0 0 0 0 PTO 0 0 0 0 0 0 0 0 0 0 0 s 0 097 0 450 0.450 0. 0.450450 0.750 0.750 0 097 0 750 0.390 0.032 0 073 0 0 0 68 0 8 0 0 0 61 0 8 0 0 0 0 19 00 187 0 0 0 17 00 185 0 0 0 0 0 0 0 0 0 270 0 0 312 237 562 0 153 248 96 0 0 13 96 23 0 Tr.84 0 0 13 74 23 0 144 0 0 0 0 72 72 0 0 0 72 72 0 0 0 0 77 124 0 0 0 0 C F 130 74 144-144 144 ram! 61 c) AED excursion 1 1 -481 1 1 1 705 Envelope loss/gam 1 584 521 1 1 1783 2441 12 a) Infiltration b) Room ventilation 176 0 61 0 498 0 172 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 760 582 2280 2613 14 15 Less external load Less transfer Redistnbubon Subtotal Duct loads 25 % 35 % 0 0 0 760 190 0 0 0 582 202 25 % 35% 0 0 0 2280 570 0 0 0 2613 907 l Total room load Air regwred(cfm) I I I 951148 784133 I I 2851 143 3521I148 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wrlyf it=. ft- 2017-Dec-1 08 27 55 Right -Suite® Universal 2018 18.0 04 RSU25613 Page 5 ch\Botero\Working Drawings\Bolero Residence rup Calc = MJ8 Front Door faces SW Duct System Summary Job: Botero Residence wrightsoft' Date: Dec 11, 2017 Entire House By: Nate Paslay ProCalcs, LLC P D. Box 882032, Port Saint Lucie, FL 34988 Phone 772-882-5700 Email tom@procalcs net Webwww ProCalcs Net License CAC1815254 RTIN #0105474 For: Botero Residence 1013 Cypress Street, Sanford, FL 32711 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 60 in H2O 0. 31 in H2O 0. 29 in H2O 0. 162 / 0.128 in H2O 0. 071 in/100ft 953 cfm 407 ft Cooling 0. 60 in H2O 0. 31 in H2O 0. 29 in H2O 0. 162 / 0.128 in H2O 0. 071 in/100ft 953 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk . Bathroom 2 h 951 48 33 0.095 4.0 Ox 0 VIFx 25.1 145.0 st4 Bedroom 2 h 1773 89 61 0.215 6.0 Ox 0 VIFx 5.3 70.0 stl Bedroom 3 c 3521 143 148 0.081 8.0 Ox 0 VIFx 25.3 175.0 st4 Dining Room h 2117 106 76 0.092 6.0 Ox 0 VIFx 25.3 150.0 st4 Kitchen c 3433 98 144 0.160 7.0 0x 0 VIFx 11.4 90.0 SO Living Room c 3056 92 128 0.071 7.0 Ox 0 VIFx 32.4 195.0 st4 Living Room -A c 3056 92 128 0.080 7.0 Ox 0 VIFx 28.4 175.0 st4 Master Bathroom h 1884 95 77 0.125 6.0 Ox 0 VIFx 30.1 100.0 st2 Master Bedroom -A h 1574 79 68 0.128 6.0 Ox 0 VIFx 26.6 100.0 st2 Master Bedroom-B h 1574 79 68 0.126 6.0 Ox 0 VIFx 29.1 100.0 st2 Master Closet h 633 32 20 0.124 4.0 Ox 0 VIFx 30.9 100.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 481 514 0.071 741 12.1 10 x 10 RectFbg st3 st2 Peak AVF 285 233 0.124 645 9.0 0 x 0 VinlFlx SO SO Peak AVF 953 953 0.071 673 16.0 12 x 17 RectFbg st3 Peak AVF 481 514 0.071 655 12.0 0 x 0 VinlFlx stl Bold/ italic values have been manually overridden wrightsoft- 2017-Dec-1 108 27 56 Right - Suite® Universal 2018 18 0.04 RSU25613 Page 1 ti++'+ ch\Bolero\Working Drawings\Bolero Residence rup Calc = MJ8 Front Door faces. SW Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rb3 Ox 0 143 148 136.5 0.094 424 8.0 Ox 0 VIFx rt2 rb1 Ox 0 436 511 123.3 0.104 478 14.0 Ox 0 VIFx rt2 rb4 Ox 0 89 61 122.3 0.105 454 6.0 Ox 0 VIFx rt2 rb2 Ox 0 285 233 179.6 0.071 522 10.0 N 0 VIFx rt1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk rt1 Peak AVF 953 953 0.071 425 18.0 19 x 17 RectFbg rt2 Peak AVF 669 720 0.094 516 16.0 0 x 0 VinlFlx rt1 Bold/italic values have been manually overridden wrightsoft- 2017-Dec-11 08 27 56 9 ......,...,... Right -Suite® Universal 2018 18 0.04 RSU25613 Page 2 ch\Bolero\Working Drawings\Bolero Residence rup Calc = W8 Front Door faces: SW Static Pressure and Friction Rate Job: Botero Residence wrightsoft" Date: Dec 11, 2017 Entire House By: Nate Paslay ProCalcs, LLC P O Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email tom@procalcs net Web www ProCalcs Net License CAC1815254 RTIN #0105474 For: Botero Residence 1013 Cypress Street, Sanford, FL 32711 Heating Cooling in H2O) in H2O) External static pressure 0.60 0.60 Pressure losses Coil 0.07 0.07 Heat exchanger 0 0 Supply diffusers 0.03 0.02 Return grilles 0.03 0.01 Filter 0.15 0.1 E Humidifier 0 0 Balancing damper 0.03 0.0": Other device 0 0 Available static pressure 0.29 0.29 Total• Supply Return ft) ft) Measured length of run -out 12 7 Measured length of trunk 21 3 Equivalent length of fittings 195 170 Total length 227 180 Total effective length 407 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0.071 OK 0.071 OK Return Ducts 0.071 OK 0.071 OK Fitting Equivalent Length Supply 4W=35, 2B0=20, 11 G=5, 2B1=30, 2B2=35, 9A2=5, 2B0=20, 11 G=5, 11 G=5, 11 G=5, 2B0=20, 1 B=10: TotalEL=195 Return 60=10, 6C6=115, 11G=5, 11G=5, 5E1=10, 6CB=25: TotalEL=170 wrightsoft- 2017-Dec-1 108 27 56 Ate: Right -Suite® Universal 2018 18.0.04 RSU25613 Page 1 X01 ...ch\Botero\Working Drawings\Bolero Residence rup Calc = W8 Front Door faces SW n RECORD COPY ALPINE ar ra c.w: ,raa Cifin lnfn rm *inn• Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone (800)755-6001 alpineitw com Customer: Accu-Span Truss Company Job Number 18768 JobDescnption Bolero Remodel /Bolero Remodel -JWB Architects Address: 1013 Cypress Ave City, State, Zip SANFORD, FL Name, Address and License # of Structural FOR if one exists for the building: Name: License #: Address: City, State, Zip: State Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02 01.1114.21 JRef # 1 W894080016 Wind Standard: ASCE 7-10 Wind Speed (mph): 140 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (pso: None 10.00 This package contains a job notes page, 4 truss drawings and 2 details. Item Seal # Truss 1 3 03818.0651.12073 038.18.0651.14943 A01 B01 Florida Certificate of Product Approval #FL1999 Item Seal # Truss 2 4 038.18.0651.13317 038.18.0651.16820 A02 B02 o\,D I NG S0F OFtO C FPAR 1 8 - 1 0 8 3 This d,3csment his been efectroricalty • sipn tittairv.)a ni it21 Signat,are. Printed copies with3ut an orioinal sionature must to verified usingthe orianai electronic version. w Nt111 pMnit M No. 708f)1 4 TATE OF 18 v ay 10NAI 7t1f1MIt Mi,.$ 02/ 07/20 t 8 f Printed 2r7/2018 9,04 44 AM Job Number: 18768 Ply 1 SEON 126283 / T4 GABL Cusl R408 JRef 1W894080016 Bolero Remodel /Bolero Remodel -JWB Architects Qty 1 FROM RC DrwNo 038 18 0651 12073 Truss Label A01 KM / WHK 02/07/2018 110_)0 103 f 1-35.. rz 1 z P2' 13 7"1,3 T1" 6'3" 12'3" 18'7"6 19'.. 14T3 i 5'2"6 1'2', r 2. , 5.2..6 1.2..1 I 47 2' ---1 I 4' TYP) sIX4H NNL) 3'4" _--I Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 700 Speed 140 mph BCLL 0.00 Enclosure: Closed BCDL 1000 Risk Category II EXP C Des Ld 3700DDes Mean Height 15 00 It 10 00 TCDL 4 2 psf Soffit 200 BCDL: 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3 00 ft Loc. from endwall Any GCpi 0 18 Wind Duration: 1 60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense: Stack Chord SC2 2x4 SP #2 Dense: Plating Notes All plates are 2X4 except as noted Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements Stacked top chord must NOT be notched or cut in area (NNL) Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc Center plate on stacked/dropped chord interface, plate length perpendicular to chord length Splice top chord in notchable area using 3x6 20'6" 2' 12' 2' 10'3•' 3" 20'6- Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 2017 RES TPI Std 2014 Rep Factors Used Yes FT/RT 0(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0.144 V 999 240 VERT(TL) 0 385 V 903 180 HORZ(LL). 0 040 D - - HORZ(TL) 0 073 D Creep Factor 2 0 Max TC CSI 0 590 Max BC CSI 0 722 Max Web CSI: 0 241 VIEW Ver, 17 02 01A 1114 21 NNL) A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W AA 840 / 246 / 463 / - / 137 / 4 0 N 840 /246 /463 /- /- /40 Wind reactions based on MWFRS AA Min Brg Width Req = 1 5 N Min Brg Width Req = 1 5 Bearings AA & N are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B - C 1053 -1507 H - J 841 -1078 C - F 1094 -1469 J - M 1094 -1469 F - H 841 -1078 M - N 1055 - 1507 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - T 1354 - 815 S - R 1352 - 798 T - S 1352 - 811 R - N 1354 - 802 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp F - W 485 - 576 W - S 464 - 561 H - S 634 - 482 02/07/2018 WARNING" - READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporarryY bottom chord shall have a propperly per BCSI sections B3, B7 or 810, finless noted otherwise. Refer to Alpine, a division of ITW BuildincLComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/I PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page , listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSUTPI 1 Sec.2. For more information see this lob's general notes page and these web sites ALPINE www alpineaw corn, TPI w tpinsl org, SBCA www sbcinduslry cam, ICC www iccsafe S - Y 465 - 561 Y - J 486 - 576 ALPINE my corn 2400 Lake Orange Dr Suite 150 Orlando FL, 32831 Job Number: 18768 Botero Remodel /Bolero Remodel -JWB Architects Truss Label: A02 Loading Criteria (psp TCLL 2000 TCDL 700 BCLL 000 BCDL 1000 Des Lid 37 00 NCBCLL 1000 Soffit 200 Load Duration 1 25 Spacing 24.0 " T6" iF ifij Wind Criteria Wind Std ASCE 7-10 Speed 140 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall Any GCpr 018 Wind Duration 1 60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Ply 1 Qty 10 10'3" 13' 2,9„ 2,9,. 4X4 D 10'3" 10'3" Snow Criteria (Pg,Pf in PSF) Fig NA Ct. NA CAT NF Pf. NA Ce NA Lu NA Cs' NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 2014 RES TPI Std 2014 Rep Factors Used Yes FT/RT 0(0)/l0(0) Plate Type(s): WAVE 20'6,. SEQN 126286 / T3 COMN Cush R408 JRef 1 W894080016 FROM RC DrwNo 038 18 0651 13317 KM / WHK 02/07/2018 10'3" 20'6" Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 042 H 999 240 VERT(TL)' 0113 H 999 180 HORZ(LL) 0 017 H - - HORZ(TL) 0 031 H Creep Factor 2 0 Max TC CSI 0 488 Max BC CSI. 0.978 Max Web CSI 0 301 VIEW Ver 17 02 01A 1114 21 02/07/2018 20'6" T6.. 17' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 840 1251 / 461 I - / 138 / 4 0 F 840 /251 /461 /- /- /4 0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 F Min Brg Width Req = 1 5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 865 -1332 D - E 769 -1066 C - D 768 -1066 E - F 865 -1332 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - H 1172 - 668 H - F 1172 - 680 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - H 388 - 370 H - E 387 - 370 D - H 791 - 528 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building lonent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary 1g per BCSI Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly led ri id ceiling pLocations shown for Dermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 910, ngsaba ZPorstandard plate faceaa ofttruss and position as shown above and on the Joini9Details, unless noted otherwise (tefer to ons a division of ITW Build incLComponents Group Inc., shall not be responsible for any deviation from this drawing,anY failure to build theinconformancewithANSIITPI1, or for handlin4, shipping, installation and bracing of,trussesA seal on this drawi yg or cover page , g this drawing indicates acceptance of essionar engineering responsibility solely for the des i n shown. The sui?abilityuseofthisyawingforanystructureisCoaresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. ALPINEn CoM 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: 18768 Ply 1 SEQN 126289 / T2 GABL Cust R408 JRef 1WB94080016 Bolero Remodel /Bolero Remodel -JWB Architects Qly 1 FROM RC DrwNo 038 18 0651 14943 Truss Label. 601 KM / WHK 02/07/2018 1'2"14 7" 3 H7" 3 L 7'0"4 10'2"8 134"12 18'6'6 19'9'i3 3 i 5.1.10 T 3'2'4 4")" 5'1'10 + ,121u Loading Criteria (psf) TCLL. 2000 TCDL 700 BCLL 000 BCDL 1000 Des Ld 3700 NCBCLL' 1000 Soffit 200 Load Duration. 1 25 Spacing 24 0 " . 4.2.8 2' _'"I 1 44' TYP) H 3' NNL) 4' Wind Criteria Wind Sld ASCE 7-10 Speed 140 mph Enclosure Closed Risk Category II EXP C Mean Height: 15 00 It TCDL 4 2 psf BCDL- 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall. Any GCpi 0 18 Wind Duration 1 60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense Stack Chord SC2 2x4 SP #1 Dense Plating Notes All plates are 2X4 except as noted Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements Stacked top chord must NOT be notched or cut in area (NNL) Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc Center plate on stacked/dropped chord interface, plate length perpendicular to chord length Splice top chord in notchable area using 3x6 10'2"8 10'2'8 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT W Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 2017 RES TPI Std 2014 Rep Factors Used Yes FT/RT.0(0)/10(0) Plate Type(s) WAVE 20'5" 10'2"8 20'S DeFl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0107 V 999 240 VERT(TL) 0 294 V 999 180 HORZ(LL). 0 030 D - - HORZ(TL) 0 053 D Creep Factor 2 0 Max TC CSI 0 918 Max BC CSI 0 549 Max Web CSI, 0 211 VIEW Ver: 17 02 01A 1114.21 02/07/2018 3'5" NNL) 4' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W AA 941 / 287 / 565 / - / 184 140 N 975 /301 /588 /- /- 140 Wind reactions based on MWFRS AA Min Brg Width Req = 1 5 N Min Brg Width Req = 1 5 Bearings AA & N are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 960 -1349 H - J 692 - 979 C - F 848 -1332 J - M 943 -1315 F - H 705 - 983 M - N 984 - 1326 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - S 1210 - 528 S - N 1189 559 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp F - S 357 - 475 S - J 337 - 446 H - S 554 - 374 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted dtherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached rigid ceilinq Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or U10, as applicable Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise Defer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the µgyro, truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drowirlg or cover page , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessionarengineeringresponsibilitty solely for the desi n shown. The suiCablllty Suite 150 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIrfPI1Sec.2. For more information see this Job's general notes page and these web sites ALPINE www aipmeitw com, TPI www tpinst org, SBCA, www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: 18768 Ply 1 SEQN. 126292 / T1 COMN Cusl R408 JRef 1W894080016 Bolero Remodel /Bolero Remodel -JWB Architects Qty 3 FROM RC DrwNo 038 18 0651 16820 Truss Label: B02 KM / WHK 02/07/2018 7'5"2 10'28 12' 11 "14 20'S" 7'S"2 2'9"6 2'9"6 T5.2 4X4 D 20'5" 107'15 10'2"8 3 '{' 3'S 107T 20,5 ,. Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL- 2000 Wind Std ASCE 7-10 Pg: NA Ct NA CAT N/ TCDL. 700 Speed: 140 mph Pf. NA Ce. NA BCLL 000 Enclosure- Closed Lu NA Cs NA BCOL 1000 Risk Category II Snow Duration: NA C Des Ld 3700 Mean Height 15.00 ft NCBCLL 10 00 TCDL 4 2 psf Code / Misc Criteria Soffit 200 BCDL 5 0 psf Bldg Code: FBC 2017 RES Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Loc from endwall: Any FT/RT 0(0)/10(0) GCpi 0.18 Plate Type(s) Wind Duration 1 60 WAVE Lumber Top chord 2x4 SP #2 Dense T2 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. DeFl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL) 0 042 H 999 240 VERT(TL) 0.109 H 999 180 HORZ(LL) 0.014 H - - HORZ(TL) 0 026 H Creep Factor 2 0 Max TC CSI 0 927 Max BC CSI 0 729 Max Web CSI 0 252 VIEW Ver: 17 02 01A 1114 21 02/07/201 s Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 942 / 292 / 562 / - / 186 / 4 0 F 975 /306 /585 /- /- /4 0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 F Min Brg Width Req = 1 5 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp B-C 713 -1221 D-E 617 -967 C-D 630 -970 E-F 718 -1213 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - H 1060 - 447 H - F 1049 - 487 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp D - H 661 - 353 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin9 shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporarryy bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 910, asapplicable. Apply plates to each face ofPtruss and position as shown above and on the Join Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW But IdincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .1"Wr truss in conformance with ANSI/TPI 1, or for handling, s ippinq, installation and bracing of•trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessionarengineeringresponsibilitysolelyforthedesignshown. The su,Pability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2.150 For more information see this job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 100 mph Wind Speed, 15' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2 x 4 Brace Gable Vertical Spacing Species I Grade No Braces 1) Ix4 'L' Brace r 1) 2x4 'L' Brace s 2) 2x4 'L' Brace 1) 2x6 'L' Brace is 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' Il' 10' 3' 10, 8' 13' 6' 14' 0' 14' 0' 14' 0' U S fF F 3 4' 1' 6' 7' 7' V 8' 6' 8' 10' 10, 1' 10, 6' 13' 4' 13, 10, 14' 0' 14' 0' Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10, 1' 10' 6' 13' 4' 13, 10, 14' 0' 14' 0' n% J O H Standard 4' 1' 5' 8' 6' 0' 7' 7' 8' 1' 10, 1' 10' 6' 11' 10, 12, 8' 14' 0' 14' 0' S P 1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10, 9' 13' 8' 14' 0' 14' 0' 14' 0' 2 4' 3' 7' 3' 7' 7' 8' 7' e' 1l' 10' 3' 10' 8' 1 13' 6' 14' 0' 1 14' 0' 14' 0' 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' CS U D F L Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 1 9' 6' 10' 2' ill 0' 11' 10, 14' 0' 14' 0' U 1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' S P F 3 4' 8' 8' L' 8' e' 9' 8' 10, 1' ll' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' U H F Stud 4' 8' 8' 1' 8' 6' 9' 8' 10, 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' O Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' QJ S P IDFL 1 5' V 8' 5' 8' 9' 9' 11' 10' 4' 11' 10, 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 11' 8' 4' 8' e' 9' 10' 10' 3' 11' e' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 9' 9' 9' 10, 2' 11' 8' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' 1 / #2 5' 5' 912. 9' 6' 10, 10' IL' 3' 11' e' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 5' V 9' 0' 9' 4' 10, e' 11' 1' 1 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' L U O H F Stud 5' V 9' 0' 9' 4' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' S tandard 5' V 8' 0' 8' 6' 10, 8' IL' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X d S P 1 5' 8' 9' 3' 9' 8' to, 11' 11' 4' 13' 0' 13' 6' l4' 0' 14' 0' 14' 0' 14' 0' 2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' i IDFL Stud 5' 3' T 8' 5' 9' 0' 1 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 1 7' 5' 7' 11' 1 9' 11' 1 10' 7' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group Ai S ruce-Pine-Fir Hem -Fir NI / 02 Standard #2 Stud N3 Stud1 M3 Standard Douglas Fir -Larch Southern Plnesaw N3 N3 Stud Stud Standard Standard Group Bi Hem -Fir 1 L Btr Nl Dou las Fir -Larch Southern Pines— 1 NI 02 N2 Ix4 Braces shall be SRB (Stress -Rated Board). wFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these wades, Gable I russ Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) malls. Aboutboulable Truss 31E For (1) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace optlory * )Wor ( 2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. vertical length any be T doubled when diagonal 18' )K 'L' bracing must be a minimum of 807 of web brace Is used. Connect I member length. diagonal brace for 450N 'L' at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. iR 31E Vertical Length No S lice 2x4 DF-L N2 or Less than 4' 0' Ix4 or 2%3 better diagonal Greater than 4' 0' 3X4 bracer single r iffit 1 fflt Vertical length shorn8• fj/ In table above, or double cut fy2 45' ( as shorn) at L 1 + Refer to cannon truss design for upper end. e• • peak, splice, and heel plates. o I •ie •• Connect din onn rat .a • Refer to the Building Designer for conditions fl midpoint of vertical web. Refer to chart coo a Nor m X able ver c n 'Ah not addressed by this detail. WAFMG— READ AND FOLLOW ALL NOTES [IN THIS DRAWD10 • O. r 15 REF ASCE7-10-GAB14015 DFDRTANTww F1feQSH TOWS DRAWING TO ALL CON'rRACTDRS ]INCLUDING THE INSTALLERS.= j T—. sas require extreme care In fabricating, handtlnp, .nipping, Installing and bracing. Refer.'t a DATE 10/O1/14 followthelatestedM— of ItCSI ("ding Cmpanent Safety Infarnatlon, by TPI and SNCA) f n*ty i Practices prior to perfa—kg the" functions. Installers shall provide Mnporary bracing NCSL a shalts mated a Qr. y a tap calling. . e properly shownattachedfa structural lateralnp and Yot we SAT DRWG A14015ENC101014 shall have a properly attached r althLocations .town For permanent lateral re.treht we i ALFIR20 1 shall have bracln installed per SI sections 33, s7 — 110, as applicable. Apply plates to w I of truss and position as shown above and on the Joint Detalls, u ntess rated otherwise. Il r Refer to tlrawYgs 160A-Z far standard plate positions. •ee I'-J Alpine, a division of ITV Building Corponents Graq Inc. shall not be responsible for any devh •aa ' •• AN RwCOMPANYthisdrawingyfailuretobuildthetrussInconformancewithANSI/TPI L or far hanabg, nstaltatiw Lanyoftrusses. slnlppin •a.., a..•• MAX, TOT, LD, 60 PSF A seal on this drawing ar cover page listing this drawing. Indicates acceptance of prof. S iN 13723\ Riverporh Drive resparnslblitty solely for the design shave The suitability and use of this drawing f I+ ONAIL M' o% Suite 200 far array structure Is the responlWq of the "ding Design per ANSI/TPI I Sect. *jf 1 Maryland\Heights,\ MO\63043 ALPINF more information see this Job's gerrral notes ppaaW and theaw web slt.o MAX, SPACING 24.0• alpwnNtwconi TPI, wwrApinst.erg, SSCA, swwsklMustr .Drat ICO w jccsafe.org T Relnfo Memk Go Tr Gable Detail For Let -In Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs, Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. z, 2* 2X4 2X8 rroviae connecitons ror upttrc speclrlea on the engineerea truss aestgn. Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nalls In the top and bottom chords. Toenalled Nails, IOd Common (0,148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. r This detail to be used with the appropriate Alpine gable detail for ASCE wind load, ASCE 7-05 Gable Detail. Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENC101014, A12015ENCIO1014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PEDI01014, A11530ENCI01014, A12030ENCI01014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 S11515ENC100815, S12015ENC100815, S14015ENC100815 L§990815, S18015ENC100815, S20015ENC100815, S20015END1 00 E 1% S11530ENC100815, S12030ENC100815, S14030E I6030EMC1 I' S18030ENC100815, S2003OENC100815, S200 5• / See appropriate Alpine gable detail for max tJ LfvAte v j 14 T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member, eb Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1,00 Gable Vertical = 24'o.c. SP k3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf, Mbr. Size T' Increase 2x4 30 2x6 20 WARNDKil" READ AND FOLLOW ALL NDTES a THIS DRAWM - REF LET - I N V E R TIPIRTANT FURNISH THIS DRAWD4G TO ALL CCKTRACMRS DRIUIII G THE DiSTALLER Trusses require extreme care In fabricating, handling, shipping, Installlrg and bracing Ref * ar{I = DATE 10 / 01 / 14FollowthelatesteditionofSCSIOuLtsrgComponentSafetyInformation, by TPI antl SKA) f cafet` , practkes prior to performing these functions. Installers shall provide temporary bract SCSI SAT OUnlessnotedotherwise, top chord shalt have properly attached structural sheathing a bo on ; Q i DRWG GBLLETIN1014 we shell have • properly attached 21d celtig. Locations shown for pernenent lateral restroln So( chat( have bracing Installed per SI sectlons 33, 27 or 210, as applicable. Apply plates to en • ((y' C Q of truss and position as shown above and on the Joint Detalls, unless noted otherwise. iD • 0. • V CL Refer to drawings 16CA-Z for standard plate positions. • RINCOMPANY Attl ,.i dlvlslon of ITv &dtding Components Group Inc shall not be responsible for any devletlor 0,4 n,.••• jNe G AN rig, any fallure to build the truss In conformance with ANSI/TPI 1, or for h aping, sh plrg, tS'S ` MAX, TOT. LD. 60 PSFInstallatlonLbracngoftrusses. ' ONAI. t A seal on this drawing or cover page Ilstnlp this cim i g, Indicates acceptance of professional 13723\Rrverport\Drive •nDln••r'ng n•vo ny solely for the design shoe, The suttaeuty and use of this dra.rg ff 1W4141Mt DUR, FAC. ANY for •ny structure Is the responsibility of the "ding Designer per ANSI/TPI 1 SeCZ / 018suite\ zoo OA Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sites- MAX. SPACING 24.0' ALPINE. w-alpineltwsont TPI, wwwApinst.orgr SBCN w-slacindustr ,orgt ICC, wwwiccsaFeang x\\ Revision / Response to Comments i cA City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date Project Address: SS V e 56f V1 D r Contact: r a c. n e y J Ph: ( - - J 3 b O .311 _ Fax: Email: btJer0ic2) 4m1e-eg rt, J-cool. Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water L General description of revision: Po Mu n raterG1 meV PEDIc4 Q)Panyu OW5 d00Y,(m"m) ROUTING INFORMATION Department Approvals Utilities c Waste Water Planning Engineering Fire Prevention tElBuilding 1 S Florian Building Code Online 11/16/18, 8:34 AM w+aww+ T BCIS Home i Log In ' User Registration ' Hot Topics Submit Surcharge Stats & Facts Publications Contact Us ' BCIS Site Map Links Search ; F lIda r Product Approval 1 , USER: Public User Product Approval Menu > Application Detail FL # FL17676-R7 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email %SION Quality Assurance Representative aAddress/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOzilEcV5EEMIGseYnbgKVWJg%3d%3d Page 1 of 5 Florida'Building Code Online 11/16/18, 8:34 AM Product Approval Method Method 1 Option A Date Submitted 08/08/2018 Date Validated 08/08/2018 Date Pending FBC Approval Date Approved 08/09/2018 Summary of Products FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 C CAC APC(11355)C7327.01-109-47 - l.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 tj_7 II Install - 3540 SH 36 x74 Fin.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 C CAC APC 3540 Fin 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R7 II Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 CAC APC A3485.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R7 II Install - 3540 SH Fin 40x66.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676_R7 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R7 II Install - 3540 SH Fin 44x63.12df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 144x72 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with Certification Agency Certificate FL17676 R7 C CAC APC 3540 Fin 44x72.odf Quality Assurance Contract Expiration Date 08/01/2022 Installation Instructions FL17676 R_IInstall - 3540 SH Fin 4402.12df https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOzilEcV5EEMIGseYnbgKVWJg%3d%3d Page 2 of 5 Florida'Building Code Online 11/16/18, 8:34 AM ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 CAC APC(10816)C7324.01-109-47 - 6.pddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30. Units must be glazed in accordance with FL17676 R7 II Install - 3540 SH Fin 44x84.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 AC APC 3540 Fin 52x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R7 II_FL17676 R1 II Install - 3540 SH Fin 52x84.12dfASTME1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 C C_APC 3540 FLS 36x74.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R7 II 08-01252B 7.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R7 AE 511854E 1252.adf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 C CAC APC 3540 FLS 36x84.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R7 II 08-01372 511989.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R7 AE 511989 3540 FLS 36x84.pdf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 C CAC APC 3540 FLS 44x72.1df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R7 II 08-01247B 10.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R7 AE 5118498 1247.Ddf Created by Independent Third Party: Yes https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOzilEcV5EEMIGseYnbgKVWJg%3d%3d Page 3 of 5 Flotida Building Code Online 11/16/18, 8:34 AM 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL 7 7 _R7 CCA APC 3540 FLS 48x96.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R7 II 08-01371B 11.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R7 AE 511988B 1371.pdf Created by Independent Third Party: Yes 17676.12 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 C CAC APC 3540 FLS 52x62.1df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R7_II 08-02269A 12.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R7AF 513015A 2269.pdf Created by Independent Third Party: Yes 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 C CAC APC(10818)C7325.01-109-47 - 13.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R7 II 08-02270A 13.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676—R7 PEE 513016A 2270.1df Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 C CAC APC 3540 FLS 52x84.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R7 11_08-01514 512141.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 97 AE 512141 3540 Fls 52x84.pdf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R7 C CAC APC A2726.01.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/20/2019 Design Pressure: +35/-35 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R7 11_Install Instructs - 3540 SH FIN 48x72 (As TestedL dfASTME1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 1 3540 Triple SH 1108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 BZCCA.C_APC(10817)C7327.01-109-47 - 16.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOzilEcV5EEMIGseYnbgKVWJg%3d%3d Page 4 of 5 Florida Building Code Online 11/16/18, 8:34 AM Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R7 II Install - 3540 SH CHS Fin 108x74 pclfASTME1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.17 3540 Triple Single Hung 108x72 Finless Frame Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No FL17676 gZ CAC APC 1359.06.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration DateImpactResistant: No 08/05/2021 Design Pressure: +35/-45 Installation Instructions Other: R-PG35 FL17676 1_II_08-03218A 171A Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 g7_AE 514171A.Ddf Created by Independent Third Party: Yes 17676.18 3540 Twin Single Hung 73x71 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 BZC—SAC_AP 11 02 01-10 -47-RO 3540 SH.pdfApprovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration DateImpactResistant: No 11/03/2020 Design Pressure: +35/-40 Installation Instructions Other: R-PG35 FL17676 R7 II 08-02997A 1df Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R7 AE 513853A.od Created by Independent Third Party: Yes Contact Us :: M1 Blair Stone Road Tallahassee FL 32392 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 2007-2013 Stgje of Florida :: Prlvacv Statement :: Accessibiliri 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. 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 apersonaladdress, 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: M Credit Card Safe https://www.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGloOf5hOzilEcV5EEMIGseYnbgKVWJg%3d%a3d Page 5 of 5 Florida Building Code Online 11/15/18, 4:22 PM sac a c c oc b;p0ju , RNM BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search A rida I . Pi Product Approval I{' USER: Public User Product Aooroval Menu > Application Detail Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL22513-R1 Affirmation 2017 Approved Masonite International 1955 Powis Road West Chicago, IL 60185 800)663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com aExteriorDoors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. https://floridabuilding.org/pr/pr_app_dti.aspx Page 1 of 4 Florida Building Code Online 11/15/18, 4:22 PM 0. Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Yes No N/A Method 1 Option A 11/21/2017 11/21/2017 11/26/2017 04/16/2018 FL # I Model, Number or Name I Description 22513.1 I HPC Wood -edge Steel Side -Hinged 16'-8" Glazed I/S or O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When impact resistance is required, hurricane protective system is required. Door top rails stamped "HPC". See DWG-MA-FLO212 for details. Certification Agency Certificate FL22513 RI C CAC NI013747.01.odf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 $]_II FL0212.D Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 RI AE 514008.pdf Created by Independent Third Party: Yes 22513.2 Wood -edge Steel Side -Hinged Door Unit 8'-0" Opaque I/S or O/S Single Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.04.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 RI I1 FL0215.1?df Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 8'-0" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 RLAE 514009.odf required. See DWG-MA-FL0215 for details. Created by Independent Third Party: Yes 22513.3 I Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0215 for details. 22513.4 ( Wood -edge Steel Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R1 C CAC NI013747.04.pdf Quality Assurance Contract Expiration Date 06/30/2021 Installation Instructions FL22513 RI II FL0215.1df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 R1 AE 514007.pddf Created by Independent Third Party: Yes 8'-0" Opaque O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22513 R1 C CAC NI013747.04.pdf Quality Assurance Contract Expiration Date 06/30/2021 https://floridabuilding.org/pr/pr_app_dtl.aspx Page 2 of 4 Florida Building Code Online 11/15/18, 4:22 PM a ti Design Pressure: +50/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When impact resistance is required, hurricane protective system not required on opaque panels, but is required on glazed sidelites. See DWG-MA-FL0215 for details. Installation Instructions FL22513 R1 II FL0215. cp1f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22513 RI AE 514007.12df Created by Independent Third Party: Yes 22513.5 Wood -edge Steel Side -Hinged Door Unit 8'-0" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.06.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +40/-40 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0217.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22513 RI_AF--514007.odf required. See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes 22513.6 Wood -edge Steel Side -Hinged Door Unit 6'-8" Opaque I/S or O/S Single Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC_NI013747.rdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +70/-70 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0211.Ddf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6-8" max nominal size. When impact Evaluation Reports resistance is required, hurricane protective system not FL22513 R1 AE 514010.odf required. See DWG-MA-FL0211 for details. I Created by Independent Third Party: Yes 22513.7 Wood -edge Steel Side -Hinged Door Unit 6'-8" Opaque I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 R1 C CAC NI013747.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2021 Design Pressure: +55/-55 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1_LI_FL0211.Dd Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system not FL22513 R1 AE 514008.Ddf required on opaque panels, but is required on glazed sidelites. Created by Independent Third Party: Yes See DWG-MA-FL0211 for details. 22513.8 Wood -edge Steel Side -Hinged Door Unit 6'-8" 3/4-Lite Glazed I/S or O/S Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL22513 N1013747.03.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/30/2021 Design Pressure: +50/-50 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL22513 R1 II FL0214.odf Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. When Evaluation Reports impact resistance is required, hurricane protective system is FL22513 R1 AE 514008.pdf required. See DWG-MA-FL0214 for details. Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx Page 3 of 4 Florida Building Code Online 11/15/18, 4:22 PM w Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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 berg-. Product Approval Accepts: eeckChM Credit Card Safe https:// floridabuilding.org/pr/pr_app_dtl.aspx Page 4 of 4 Lo 1111 MASONITC. 3/4-LITE WOOD -EDGE STEEL DOOR UNIT 149" MAX. OVERALL FRAME WIDTH 21" MAX 36.375" MAX. 21" MAX 37.5" MAX. Do2 O80 O 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES D.L.O.PANEL ASTRAGAL D.L.O. FRAME WIDTH p 0 J O GENERAL NOTES c Q 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO FLORIDA a () THE BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, u) U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. D Z (3) 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. O O p Q W 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, PROTECTIVEHURRICANE SYSTEM (SHUTTERS) IS REQUIRED. 2 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 W J AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a 5. PLASTICS TESTING: TEST DESCRIPTION DESIGNATION LITE FRAME F 'F t SELF IGNITION TEMP ASTM D1929 842 > 650 RATE OF BURNING ASTM D635 1.28 IN MIN g SMOKE DENSITY ASTM D2843 70.2X TENSILE STRENGTH* ASTM D638 1.8% DIFF w COMPARATIVE TENSILE STRENGTH AFTER WEATHERING f2 4500 HOURS XENON ARC METHOD 1 d DOUBLE DOOR UNIT W/SIDELITES blili, o COL a Nm VltJ s J0eH W Ll 0 fN SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT Q WITH SIDELITE WITH SIDELITE WITH VENTLITE m WHERE WATER INFILTRATION PERFORMANCE IS 7 0 w DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING I OUTSWING INSWING BUMPER O S Z-SERIES 0 S HIGH DAM 0 S T4 0 S HP 0 S X 37.5 50.0 -50.0 50.0 50.0 N A 20.0 -20.0 30.p -30.0 50.0 50.0 50.0 -50.0 50.0 -50.0 XX 74 50.0 -50.0 50.0 50.0 N A 20.0 -20.0 30.0 4 -30 N/A N A OX or XO 75 50.0 -50.0 50.0 N 20.0 -20.0 30.0 50.0 50.0 N 17 ZOXO112.5 50.0-0 500-50 20.0 20.0 30.0+50 N 149 50.0 -50.0 50.0 50.0 OXXO30.0 50.0 50.0 N A N A X- VENT 37.5 50.0 -50.0 50.0 50.0 N A N/A N/A N/A N A N A TF 5126117 j er SCALE N.T.S. DWG. BY: SWS TABLE OF CONTENTS AddvtlkntoNINO 7 cw. BY: SHEET DESCRIPTION Ce AOtINO. NTol4?Ms RBV" Dr. KURT BALTHAZOR D w,D 0. 1 TYPICAL ELEVATIONS & GENERAL NOTES Do FLORIDA P.E. DWG- MA-FLO214-17 2ANCHORINGLOCATIONS & DETAILS 56533 3 1ANCHORING LOCATIONS & DETAILS SHEET __L OF_I_ f It 6" 3E" pISEEDETAIL 3" I Ij(_ "-, L 3' J I c 3 c 3" r. 3, SEE DETAIL C" 6' 6" I I I m B B B o B0 I I 6. 6 l r 6' 63' I I 1 a 3" -- i - ti Y s ti 3" 3"- 44tY 3" 6' SEE DETAIL - 7 F' 8 x 2" #10 x 5/8" 8 x 2" #10 x 5/8" 10 x 1" 10 x 2-1/2" 10 x 1" 10 x 5/8,, DETAIL "C" DETAIL "D" 3' 6" N WU Oa, SEE DETAIL in "D' J a w w v G 6- 8 x 2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 0. 9621 1 1.375 "- 3 1.437' `& TEA INSWING THRESHOLD BUMPER OO/S THRESHOLD T4 0/S THRESSHHOLD 1 1 1 1.482" 1. 75" 1.047" 1.437" T T T Z-SERIES O/ S THRESHOLD HIGH DAM O/S THRESHOLD HP O/S THRESHOLD 3 HOT MELT EE DETAIL C' 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1. 375" THROW DETAIL "F" ASTRAGAL 6 x 1- 1/2" PHS HOT MELT , 1/ 2' 61TE ELASTOMER a`y•? y•; EXTEROR tb:. Ns t ter} TYPICAL GLAZING DETAIL NON -IMPACT GLASS wTe 51961, i scam N.T. S. DWO. BY, SWS CHK._en 0214- 17 or 3 I SEE DETAIL C_SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 3" I I c 6" 3" r c I I I + 6 31 6 11.1 N w U a SEE DETAIL 11.1En"D" SHT. 2 r 0 a W 1 i t I I 6" 6" I I I t0 W a a v W W B I II G H II II B II I oo 3" t r 3 " 3 V I I 3'"6 6 —1 I` 6" _ 6" 1MIN" I > R MAX SHIM CL —I I- TYPICAL MASONRY ANCHOR INSTALLATION 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. It 1M. 3.25" MAX TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCHEDU 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1"X1/2" CORRUGATED #10X2" WOOD SCREW 3" ROM EACH END 6" FROM EACH END AND 7" OC AND 12" OC AiLATEXX CAULK ACLATTEXC CAULK CL t COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) 3WObD SCREWS" EACH END INTEGRAL WOOD MULLION (CHS) a D_o L O0 J 0 Q O LoLLJF- cq'- 3 N.T.S. Nacamedm.. NS 1i4 M. BY: SWS10 Deb ftt CHK. Br OF rr 1