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HomeMy WebLinkAbout100 Hays (2)DI r NOV 07 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I (V " I 19 L, Documented Construction Value: $ /, S O n• Q O ob Address: Al3--771 Historic District: Yes No R1 Parcel ID: -) - 3 0 S^o — Or©o, 00610 Residential ® Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: `fb %— 9 Z.1-- 9c2 y0 Fax: yt'7 - yG 3 - YS 9: Title: Email: r_Se Property Owner Information Name 4k'+7a s 3?P 4 P C Phone: Va 7 - 3-7-3 - %3 0 -3 Street: o o /i Resident of property? : c City, State Zip: 4, C,4-a,r- Ser,n s T' Contractor Information Name t_Phone: `7 a:7 , a `4? O-d Street: 7 4 iv Fax: City, State Zip: 1,%) .rite3.Z7,5- State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application IVULIU in Lnu FUUUL, lvkeviuz. Ul U110 uvuutY2 iulu utuir. luily ou duuILLULIzu PCI1111Lzi 1r-4uu--u I'vill VL'Irl P50vullul1r,"Lul Fz1fuut;b zi"11 us wdLul- 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. 0 — Signai4re ofOmmer/Agent Date bA.0A.qe:1_S Print Owner/Agent's Narne LIANA V 01111110 FF my co". to" Oct LM Y T No" CommonJ_ 1- J My 04M Expi! 01 Permits Required: Construction Type; 11 1 10114. Signa= ,%40Fontractor/Agen-t to 1 0) --)q //, EDft J RASINSKI J Notary Pub orid a mi s # ] s ion FF 223522 Expiresres Ap 22 , 2 0 19 Notary Assn. p atio, r N I ot or Ay Public ida Commission # FF 223522 My . Expires Apr 22, 2019Comm.1 Rad through a Notary Assn. National % Y Known to Me or Produced ED L Typeof 11) P&i4edk 24— J2019 BELOW IS FOR OFFICE USE ONLY Buildin : 94M Electrical R Mechanica]F] PlumbingFj Gas[] Roof R Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: #of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesF] No n # of Heads Fire Alarm Permit: YesE] No APPROVALS: ZONINGc-1-1 att 110 UTILITIES: WASTE WATER: i IENGINEERING: / i A /I/. - FIRE: BUILDING: Sr (- &-1- 1-7 1 /,- COMMENTS: Revised: June 30,2015 Pennit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2976 Date: 11/16/16 Project Description: "As built" overhang Contact Name: Maria Rodriguez Job,Address: 100 Hays Dr Contact Email: casamiaservices(&gmail.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 1 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. Please provide two (2) copies of Florida Product Approval and manufacturer installation instructions for the following items that will be installed: siding, shingles, soffit FBC 107 2. Since all of the work has been completed, a letter (signed and sealed) from the design professional of record is required to be submitted. The letter must state: I have personally inspected the work at 100 Hays Drive and certify by personal inspection that the work meets the requirements of the plans and the 2014 Florida Building Code. The letter must be provided for review, prior to the permit being issued. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adhted 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 Residential Plans Examiner 1- REQUIRED INSPECTION SEQUENCE BP# 7 BUILDING PE IT Min Max Inspection Descr! Lion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall p Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence 9sv*) I Final Building (Other) Address: //Vh ELECTRICAL PERMIT Min Marx Inspection IDescIl°Il tnon Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Ming Max Inspection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL P.EIR IT Min Marx Inspection Description Mechanical Rough Mechanical Final Min I Max Gas Unde Gas Roug Gas Final REVISED: June 2014 Revision City of Sanford Response to Comments `> r-_ _.__.. Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 NOV 2 9 2016 Email: building@sanfordfl.gov Permit —Submi_ttallDate Project Address: (,c —S Contact: / % 1 , Ph: Yo7— /'%— ` > Fax: Email: CctiSc,rv,'c Sc r Vl'S M-P i Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: M , A""w J I J - ROUTING INFORMATION Approvals 1-7 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 106 11 19 I hereby name and appoint: I YFrr an agent of: J, rVl L- Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 100 - ( Street ddress))) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: C 3c 1 a. n Signature of License Holder: STATE OF FLORIDA COUNTY OF The foregoing i strument was acknowledged 20by to me or ho has produced Rp1, i identification and who did (did not) take an 0 Notary Seal) Print or type name me this -L day of QC- , who is personally known Notary Public - State of _ Commission No. My Commission Expires: Rev. 08.12) as EDWIN J RASINSKI Notary Public - State of Florida Commission # FF 223522 My Comm. Expires Apr 22, 2019 Bonded through National Notary Assn. As Built" Permit Agreement This agreement is made and entered on October 11, 2016, by and between Damaris Reyes; "owner" of a single family home located at 100 Hays Dr. Sanford, FL 32771, and Casa Mia Services, Inc., jointly and severally, of Florida Contractor license number CBC1255916. Casa Mia Services, Inc. will place itself as the contract-ofYecor r the additional space built out by others, from here on known as "As Built" for a sum f $1,500.00. For purposes of this agreement it is understood that an "As Built" set of plans, created by others, will be submitted for approval to the Seminole County Building Department. These plans have been created and certified by a licensed engineer, who has done a site visit and is also certifying that the work performed is in compliance with the State of Florida Building Code. These plans will be the supporting documentation required, to satisfy the county requirements for alterations made to 100 Hays Dr. Sanford, FL 32771, by others. The term "by others" is defined as an entity or an individual, other than Casa Mia Services, Inc. Casa Mia Services, Inc. will function as the contractor of record. Casa Mia Services, Inc. is removed from any and all liability and warranties as it pertains to the work performed at the above mentioned property as to the "As Built" drawings and any alterations/remodeling functions performed on 100 Hays Dr. Sanford, FL 32771. Casa Mia Services, Inc. is not responsible for any, fees, costs, insurance, labor, materials or equipment necessary for the completion of the project. It is agreed that "owner", Damaris Reyes, will provide all necessary licenses, insurances, labor, materials, equipment and all necessary items needed to satisfy the requirements set by the building department inspector(s), as the scope of work. Damaris Reyes, owner" has agreed that it will provide all insurances and licenses required to comply with the requirements set by the jurisdiction that the work is being performed in and will require the same from any and all personnel and subcontractors on the job. Casa Mia Services, Inc. Name ( Print): Sergio Torrente Signature: r Owner" Name (Print): Damaris Reyes Signature: City of Seminole, Building Division PRODUCT APPROVAL SPECIFICATION SHEET Address of Job / 00 4pq !DR 0 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and the product approval number(s) on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit on or after April 1, 2004. We recommend you contact you local product supplier should you not know the product approval number for any of the applicable listed products. More information about statewide product approval can be obtained at www.floridabuilding.org Category/Subcategory Manufacturer Product Description Approval Number (s) EXTERIOR DOORS Swinging Sliding Sectional Roll Up Automatic Other WINDOWS Single Hung Horizontal Slider Casement Double Hung Fixed Awning Pass -through Projected Mullion Wind Breaker Dual Action Other PANEL WALL Siding I Norm 4 O Soffits floqed0 rl 131 72 EIFS Storefronts Curtain Walls Wall louver Glass Block Membrane Greenhouse Other ROOFING PRODUCTS 2:12 Asphalt Shingles Get S p i 0 o c Roofing Tiles Wood Shingles/shakes Roofing Slate co i N Or) Category/Subcateeory Manufacturer Product Description Approval Number (s) 2:12 (System No./Paee No. Built -Up Roofing Modified Bitumen Single Ply Roofing Sys Waterproofing Liquid Applied Roof Other SHUTTERS Accordion Bahama Storm Panels Colonial Roll -up Equipment Others SKYLIGHTS Skylight Other STRUCTURAL COMPONENTS Wood Connector/anchor Truss plates Engineered Lumber Railing Coolers -freezers Concrete Admixtures Material Insulation Forms Plastics Deck -Roof Wall Sheds Other NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Copy of the applicable manufacturer's installation requirements shall be on the jobsite at time of inspection. I understand these pro cts may have to be removed if approvalh cannot be demonstrated during inspection.. Signature Print Name Date REV. 8 APRIL, 2015 14080003 z,. V, HR Engineertig, InC. MM H LAN. 201.2. 00022-3 4PRDJECTNO-.111 CLIENT.- PLYGEM I VARIFORM ft A. REEVES VINYL SIDING INSTALLATIONPROJECTNAME: SHEATHING-ORPLYWOOD-) ACRkTG sruDS MW- I VINYL SIDING PLYGEM/XARMORM VR*T SIDING INSTALLATION GENERAL NOTES - 1. NAILS ARE GALVANIZED STEEL ROOFING NAILS, i-br LONG, xA N R WITH 1/8" DumETER SHANKS, AND 318- DLAmEnm HEADS- 2. ALL STUDS MUST HAVE NAILS IN THEM AND ALL NAIIS No4 19S54 MUST BE IN STUDS. 3. SHEATHING MUST BE NAMABLE WITH A M24MUM 141 THICKNESS OF AND PLYWOOD MUST BE A AGNMUM 70%. S-,K,- E OF 4/ OF 1/2"THICK R I r''s`JatVA1_E i'` 4, FOR ALLOWABLE DESIGN WIND LOADS ON VINYL SIDING USING THIS INSTALLATION PROCEDURE, SEE EVALUATION REPORT FOR PLYGEMfVARIFORM SIDING. ap is5., THE INSTALLATION DETAILS SHOWN ON TMS DRAWING ARE IN CONFORMANCE WITH FLORIDA BUILDING CODE 2014, PAIPIAGMAVMZ 1404 0 AND 1405 14• - PLUS VrAVTn A -DVCTn'Ck11'TAT CODE 2014, PARAGRAPH 703.11. -ARen N. Reeves, PX., SECB Striatur4Engiim Florida License N6, 103 54 REV- 8 APM 2015 1409MHREngineering, Inc. DAje' 17 JAM 2012 PFOAMU0.-11_100022-3 SMX-T_(jF -- 4 CUEW. PLYGEM/ VARIFORM REE'M - A. VINYL SMIW INSTALLATION IC' STM SPACM- Pit SHPIATHENGORPLYWOOD VERTICAL VINYL SIDING, BOARD AND EATrEN, D5 VERTICAL co f- XAII9 PLYGEM VARMORM VMTIcAy. vyNvr. SIDING INST. GENERAL NOTES 1. NAILS AM GALVANIZED STEEL ROORM MARS, I-L'r Low -Al WrM Ur DJANMM SHANKS, AM W DIAWM HEAM 2. STUDS Am NOT RIBQUMM TO HAVE NAILS IN THMC NAnS MUST PIRMlItATE THE SMATHI]NG OR PLYWOOD ONLY. 3. SHEATMNry MUST BE NAUABLE WrM A hUND" THICKNESS OF:5/r, AND PLYWOOD MUST BE AURMIUM OF W THICK. 4. FOR ALLOWABLE DESIGN WIND LOADS ON VINYL SIDING USING THIS INSTALLATION PROCEDURE, SEE EVALUATION REPORT FOR PLYGEWVARUR)RM SIDM. S. THE INSTALLATION DETAILS SHOWN ON THIS DRAWING ARE IN CONFORMANCE WrTH FLORIDA BUILDING CODE 2014, PARAGRAPHS .14049 AM 1405.14; PLUS FLORIDA RESIDENTIAL CODE 2014, PARAGRAPH 703.11. N. S. 0-1-9354 F, 0 STATE OF [U 0 R ID ONALO f A^C)r- 2. 0 Ar Alkn N. Rwvgr-, PZ., SWB AictwA&&= - Florida. Umw No. 19354 REV. 8 APRIL 2015 14080003 HR Enghwedrn*g, Im upM 17 JrAN- 2012 PRDJECTNO. 1110D022-3 3 4-- aiENT.- PLYGEM/VARIFORM W A.REEM INSTALLATIONPROJECTUW- VDM SIDM 110!;4 ORPLYWOW NAILS AT FOAM BACKED VINYL SIDING, Chn;sForce STUDS AT le SPACING PtYGEM VAWORM FOAM BACKED AMNYL SWING INST, GENERAL NOM 1. 'NAILSWAM CALVAMSM STM-ROOFMGOMARS, IIM-a4, DSL.ONQ, DLMaMMHM", AMMAMER 2. ALL STUDS MUST HAVE NAILS IN T13MM ANDAUNAIES . MUST BEINSTUDS, Wr THE SINGLEEXCEMO-NOFD6WITUr NAELSPACING; WHICH HAS 341OFNAELSINSTUD& 3. NAILABIE SHEATHING AND PLYWOOD MUST BE A AHNU" OF 518" THIM EXCEPT F'0RD6 WITH 16"NAILSPACING, WHIM MUST BETA MINMIUM Of THICK 4. ALLOWABLE DESIGN WIND LOADS ARE; -4-1-61.7 PSF ON D6 WITH 16"NAIL SPACING AND +/-95-7 PSF WITH r NAEL SPACING, 1-74.OPSF OND5WIll- il6*NAIL-SPACM,+1-92-4PSF OND4 - WITH 16" 14AM SPACING; AM +1- 105.8 PSF ON S7 WITH M"NAM SPACUNG. 5. THE INSTALLATION DETAILS SHOWN ON THIS DRA'NING ARE IN coNFoRmANcF- WITH FLORIDA Bunum cmE- 2om, PARAGRAPHS 1404.9 AND 1405.14; PLUS FLORIDA MIDENTIAL CODE 2()14, PARAGRAPH 703.114 1:101,<1 ' N, R N No. 19354 STATE, OF 0. N A'ptrju. z 0/- c Allen N. Rwvcs6 P.E., SE CB. Florida License No. 19354 REV_ 9 APRIL 2013 HR i Mli 17.J:2012. AM 1110POP 3 _ { 4 - 4 MOM PLYCiEM / VARIFORiyI Sr .4. PLASTIC SIDING INSTALiAYTONi SAT C?RPLYWOOD STLXS AT IC SPACD PLASTIC SIDINIG BEMAGE HAND SPLIT Ste, PERFEGTION, AND A ROUND CUT SIDING PLYGEM 1 KARIFORM PLASTIC SIDING INSTALLATION GENERAL NOTES 1. NAILS ARE GALVANIZED STEEL ROOFING NAILS; 2/r LONG, 1. WrrH yr D[AMBI3~Fc.sHANKS, AND 3jr njA HEADs_ 2..ALL STUDS MUST HAVENAus IN THEM AND Yz OF ALL NAHS tR,i},, i MiTSTBEIN-STUDS.. f 3. NAILABLE SHEATHING AND PLYWOOD MUST BE A MINIII IUM EN 1' OF 51$" TEICK No,19354 4. ALLOWABLE DESICrN Woo LOADS ARE- f1-65.4 PSF FOR. DOUBLE 9" HAND SPLIT 5'HQ3GIB,-t1-83.5 PSF FOR DOUBLE T" STATE OF - PERFECnON, AND -H=74.9-PSF leORDOUBIE 6-114" ROUND!' n . ,c• 19. 5.. THE INSTALLATION DETAILS SHOWN ON iH1;S DRAWMG"ARE IN CONFORMANCE WITH HDRIDA BUILDM CODE 2014, q,, ,p _ PARAGRAPH.1404.9 AND SECTION2605. Florida Iicense:Wo 19354 - ROYAL BUILDING PRODUCTS VINYL SOFFIT PRODUCTS DESIGN PRESSURE TABLE: Soffit Name Panel Configuration Coverage In.) Typical Thickness Allowable Pressure psf) Nails 121, O.C. Builders Triple 4 Solid & Perforated 12.00 0.038 21.13 Builders Double 5 Solid & Perforated 10.00 0.038 21,13 Designer Beaded Panel T3 Solid & Perforated 9.00 0.042 48.9 Double 5 Solid & Perforated 10,00 0.042 47.810 Select Laminates D4V Solid & Vented 8.00 0.044 50100 T3 Hidden Vent Solid & Vented 9.00 0.044 50.00 Triple 4 Solid, Perforated & Vented 12.00 1 0.042 1 35.90 DESIGN PRESSURE TABLE NOTES: 1, ALLOWABLE NEGATIVE WIND PRE55URES BASED ON CALCULATIONS IN ACCORDANCE WITH CHAPTER 16 OF THE FBC, 2, FACTOR OF SAFETY • 1.6. 3. PRESSURE EQUALIZATION FACTOR WAS NOT USED IN THE DETERMINATION OF THE DESIGN PRESSUTES SHOWN HEREIN. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 DESIGN PRESSURE TABLES, GENERAL NOTES, 6 INSTALLATION NOTES 2 INSTALLATION DETAILS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.07.02 17:56:38-04'00' NOV 2 9 20I.3 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO A ROYALCOMPLYWITHTHESTHEDITION (2014) FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLBuilding Prod us LOWING: ASTM D3679-09 ASTM D 4477 ROYAL BUILDING PRODUCTS ASTM D 5206 91 ROYAL GROUP CRESCENT SECTION 1710.9.4 WOOD9RMSE. ONTARIO L4H 1X9 PH: 614354.3488 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF Ly $ # S WITHSTANDINGANDTRANSFERRINGAPPLIEDPRODUCTLOADSTOTHEaaSpFOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO 0N y PROPERLYTRANSFERALLLOADSTOTHESTRUCTURE. BUCK DESIGN V) AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR O ro 2 mS ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. Fi LU t ^ 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE ui CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE a REQUIREMENTSDETAILEDHEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. W 5. VINYL SOFFITSHALL MEETTHE REQUIREMENTS OF STH EDITION (2014) p FBCSECTION. APPLICATIONS OF VINYL SOFFITS SHALL MEET SECTION CHAPTER 16 & 17 OF THE FBC. m 6. VINYL SOFFIT SPECIFICATIONS: /^ SIDING MATERIAL: PVC (PER ASTM D 4477) Z NOMINALWALLTHICKNESS: VARIES SEE DESIGN PRESSURE TABLE O 7. INSTALLATION OF SOFFIT ACCESSORIES SUCH AS CORNER POSTS, H STARTER STRIPS, TRIMS AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND THE MANUFACTURER' S INSTRUCTIONS. `? INSTALLATION NOTES: LY 1. ONE (1) INSTALLATION FASTENER IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. INSTALLATION FASTENERS ARE GALVANIZED STEEL ROOFING NAILS 1 1/ 2" LONG WITH 1/8" DIAMETER SHANKS AND 3/8" DIAMETER HEAD. 1 3 INSTALLATION BON EYONDDWALL STENER MBSHAE LMENTTO BASE MATER BE AS LISTED AND ALED AS HALL BE SHOWN a J jL, •} 4. INSTALLATION FASTENERS AT SOFFIT ENDS SHALL BE SPACED 12" 04, ' • 6"' rtsi ALONG SOFFIT EDGE INTO BATTENS. SEE DETAIL A/2. u. !! W 5. INSTALLATION FASTENERS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 6. INSTALLATION FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH ''/A y'•• S P\ ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND FASTENERS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS m m j N LESSTHANTHEMINIMUMSTRENGTHSPECIFIEDBYTHEANCHORriMANUFACTURER. Q _ V Z U 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE DWG #: BASEDONSUBSTRATEMATERIALSWITHTHEFOLLOWINGn` AR WOOD - MINIMUM SPECIFIC GRAVITY OF 0.42 (SPF). R B P 00 V SHEET: ' I OF 2 VINYL SOFFIT NAILED INTO 2X BLOCKING OR FASCIA, TYPICAL FASCIA CAP BY OTHERS ALTERNATE FASCIA CONDITION ROOF SHEATHING BY OTHERS J-CHANNELS NAILED ALONG 2X WOOD BLOCKING, 12" O.C. 2X WOOD BLOCKING BY OTHERS, TYPICAL FASCIA BY OTHERS, VINYL SOFFIT NAILED 12" MAX. O,C. INTO 2X BLOCKING TYPICAL WOOD FRAMED WALL WITH MINIMUM 1/2" SHEATHING 11 GA. X 11/2" LONG NAILS MIN.1/8" DIAM. SHANK) WITH 3/8" DIAM. HEAD THROUGH F CHANNEL INTO SHEATHING, MAX. 12" O.C. ALTERNATE WOOD WALL INSTALLATION BY OTHERS 12" MAX. O.C. 48" MAXIMUM OVERHANG EXTERIOR VERTICAL SECTION SOFFIT INSTALLATION DETAIL 2X WOOD FRAMING, TYP. MASONRY WALL CONCRETE MIN. F'C = 3000 PSI, CMU HOLLOW BLOCK PER ASTM C90) 3/16" HWH ITW TAPCON THROUGH F CHANNEL MIN. 1 3/4" EMBEDMENT MIN. 2" EDGE DISTANCE MAX. 12" O.C, ALTERNATE MASONRY WALL INSTALLATION MASONRY OR WOOD FRAMED WALL INTERIOR WWROYAL Building Products ROYAL BUILDING PRODUCTS 91 ROYAL GROUP CRESCENT WOODBRIDGE. ONTARIO L4H 1X9 PH, 614.754.3488 r wa0U) CO J V1 uz OF BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Product Evaluation Report Of Royal Building Products Vinyl Soffit Products for Florida Product Approval FL# FL13139 Report No. 3597 51h Edition (2014) Florida Building Code Per Rule 61G20-3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 1— D (Engineering Evaluation) Panel Walls Soffit Vinyl soffit Vinyl Varies, please see installation instructions, RBP003 Prepared For: Royal Building Products 91 Royal Group Crescent Woodbridge, Ontario L4H 1X9 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 04/22/2015 Contents: Evaluation Report Pages 1— 3 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date:2015.07.02 17:54:01-04'00' 7 0, = C OP: 46 S/ONAL Hermesifl ldH rto, P.E. Florida No. 73778 2BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Applicant: Royal Building Products Product Category: Panel Walls Product Sub -Category: Soffit Compliance Method: State Product Approval Rule 61G20-3 (1)(d) Product Name: Vinyl Soffit Products FL#:FL13139 Date: 04/22/2015 Report No: 3597 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Royal Building Products based on Rule Chapter No. 61G20-3, Method 1d of the Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. 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 applicable Installation instructions, RBP003, signed and sealed by Hermes F. Norero; P.E. (FL # 73778) 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. Site conditions that deviate from the details of drawing RBP003 require further engineering analysis by a licensed engineer or registered architect. 4. See Installation Instructions RBP003 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#:FL13139 Date: 04/22/2015 Report No: 3597 Quality Assurance: The manufacturer has demonstrated compliance of products in Accordance with the Florida Building Code and Rule 61G20-3 for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural Testing, Inc. (FBC Organization #: QUA 1844) Performance Standards: The product described herein has been tested per: ASTM D 3679-09 ASTM D 5206 ASTM D 4477-04a (PVC Soffit) Referenced Data: 1. Product Testing performed by Architectural Testing, Inc. FBC Organization # TST1558) Test Reports 81642.01-109-40, 81643.01-109-40, 81647.01-109-40, 81648.01-109-40 and 81651.01-109-40 dated 05/06/2008,signed by Michael Stremmel, P.E. of Architectural Testing, Inc. located in York, PA., tested in accordance with: ASTM D 5206 Test Report E8622.01-109-40 dated 06/29/15, signed by Michael Stremmel, P.E. of Architectural Testing, Inc. located in York, PA, tested in accordance with: ASTM D 5206 Test Report A0665.01-106-31 dated 05/07/2010, signed and sealed by Joseph Reed, P.E. (FL P.E. 58920) of Architectural Testing, Inc. located in York, PA., tested in accordance with: ASTM D4477-04a Z 2. Quality Assurance C' Architectural Testing, Inc. N FBC Organization # QUA1844) co Installation: 1. Approved anchor types and substrates are as follows: A. Use 1-1/2" long galvanized roofing nails with a 3/8" diameter nail head anchored 16" Max. O.C. into minimum 2X wood studs (Min. S.G. = 0.55). Length may be increased to maintain minimum 1" embedment into 2X wall studs. Refer to Installation Instructions (RBP003) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#:FL13139 Date: 04/22/2015 Report No: 3597 Design Pressure: Design wind pressures were calculated per current Florida Building Code. Pressure equalization factor was not used in determination of allowable design pressures. DP=Pt / (1.5) Refer to design pressure tables of RBP003 Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. The manufacturer has tested their products to the following test standard edition(s): 1) ASTM D4477-04a (PVC Soffit) Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM D3579-09 After review of the above mentioned referenced standards and editions, it has been found that the results and tests carried out meet the requirements for compliance with the referenced standard. All referenced standards have been found to be equivalent. Z O F Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 Q) TRINITY I ERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, N1 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #19503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-1121 FL10124-1118 Date of Issuance: 01/03/2008 Revision 21: 08/26/2016 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPuANcE: 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 IERD 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) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPEc'now 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 6. Prepared by u.,aut^,, Z CD cg r:. Thef Robertl.M. Nieminen, P.E. csimiesealappeariM asauttwmedbyRobertMieminen, k. c<trrc`tt``. P.E on OB%16/2016. This does rrot save as an electronicallysigned Florida Registration No. 59166, Florida DCA ANE1983 do ent signed, sealed har&opies have been tmmmittea to the ProduttApproval Adm7nmtmto and to the named client CarnftcanoN OF INDEPENDENCE: 1. Trinity IERD 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 I 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 arty other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity ERD 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. TRINITY r ERD ROOFING SYSTEMS EVAwATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles CompCance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. P_ TT — Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 I507.2.7.1, R905.2.6_1 Wind Resistance ASTM D3161 2009 15072 -7_1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 01NK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 OINK9226 05/21/2001 UL (TST 1740) ASTM D3161 OINK37122 IV18/2001 UL (TST 1740) ASTM D3462 01NK37122 12/19/2001 UL (TST 1740) ASTM D3161; TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 03CAS367 03/11/2003 UL (TST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NK13850 06/07/2004 UL (TST 1740) ASTM D3161 04NK13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22009 05/06/2005 UL (TST 1740) ASTM D3161 04NK22009 05/09/2005 UL (TST 1740) ASTM D3462 05NK27924 02/10/2006 UL (TST 1740) ASTM D3161 05NK27924 02/11/2006 UL (TST 1740) ASTM D3161, D3462 06CA19077 06/05/2006 UL(TST 1740) ASTM D3161, D3462 06CA18C74 06/16/2006 UL (TSL 1740) ASTM D3161, D3462 06CA.35251 10/18/2006 UL (TST 1740) ASTM D3462 06CA31603 12/01/2006 UL (TST 1740) ASTM D3161, D3462 06CA41095 12/27/2006 UL (TST 1740) ASTM D3161 07NK05228 03/13/2007 UL M 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM D3161 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 UL(TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008 Exterior Research and Design, LLC. Evaluation Report 01506.OL08-R21 Ceriifrcate of Autharkation #9503 FL10124-R19 Revision 21: 08/26/2016 Page 2 of 6 TRI( ITY ERD Entity Examination Reference Date UL (TST 1740) ASTM D3161, D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/O1/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 10CA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13696 05/15/2010 UL (TST 1740) ASTM D3462 IOCA07264 05/27/2010 UL(TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM D3161, D71S8, D3462 1ONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK12070 11/04/2010 UL (TSf 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL 07ST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, LLC (TST 9628) AST&! D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 UL, LLC (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC (Tsf' 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, LLC (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 03/02/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 02/18/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016 UL, LLC. (QUA9625) Quality Control Inspection Report, R21, Minneapolis, MN O2109/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt Vernon, IN 02/09/2016 UL, LLC (QUA 9525) Quality Control Inspection Report, R21, Baltimore, MD 03/01/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. PRODUCT DEscmp low 4.1 Asphalt Shingles- 4.1.1 Marquis® WeatherMaxs, Royal Sovereigns and Sentinel® are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelots, Camelots 11, FortitudeTM, Glenwood-, Grand Canyons, Grand Sequoias, Grand Sequoias IR, Grand Sequoias ArmorShield', Monacos, Siennas, Timberlines American Harvests, Timberlines ArmorShield- 11, Timberlines Natural Shadows, Timberline HDs, Timberlines Cool Seriess, Timberline Ultra HDs and Woodlands are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slatelines is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A Ridges Ridge Cap Shingles, Seal -A -Ridges IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridges ArmorShield' Ridge Cap Shingles and Timbertexs Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 C TV*aW ofAudwradon #9503 FL10124-R19 Revision 21: 09/26/2016 Page 3 of 6 J TRI rti ! i I ERD 4.3 Accessork Starter Strips: 4.3.1 Pro-StartO Eave/Rake Starter Strip Shingles and WeatherBlocker' Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatch' Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and Grand Sequoia® series asphalt shingles. StarterMatch' are installed as the second starter for Grand Canyon® and Grand Sequoia® series installations. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to V = 150 mph (V k =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 42 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to V,,,d =150 mph (V„n =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.44.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLAT1ow 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using o minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following c exceptions: Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia iR, Grand Sequoia ArmorShield, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-1121 Certificate ofAudriration #9503 FL10124-R19 Revision 21: 08/26/2016 Page 4 of 6 jERD i 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal - A -Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". Its* Sealant 1• (292mm) 1' Seltante 25 mm) (25 mm) Endu t d'etanCh&6 S 12' Nail ( 305 mm) Clam 6 W - 7 518, Clouer 168 -194 mm) 12' 305 rran) 6.4.2 Installation of limbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant t>a• aasat rr rtiniy 1. S "to 4.25 inrrr} (25 rnrit7-1 r-nduit d1tanch to xP z tiKi:,v x • -"`sue f , Nab cb nutr (30-5 zr n) k-Z 229 rnn) i 12" 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.25. Staples are not permitted. Exterior Research and Design, LLC- Evaluation Report 01506.01.08-1121 Cert9cate of Audw&afion #9S03 FL10124-R19 Revision 21: 08/26/2016 Page 5 of 6 ti i TRINITY ERD 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to property evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21 Cerdficate of Audwrkation #9503 FL10124-1119 Revision 21: 09126/2016 Page 6 of 6