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RF-19-2079Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:10/24/2019 Location Address Parcel Number 9801 NE 2ND AVE, Miami Shores, FL 33138 1132060134380 Contacts Permit NO.: RF-09-19-2079 Permit Type: Roof Work Classification: Flat Permit Status: Approved Expiration: 04/21/2020 9801 NE 2 AVENUE Owner GOLD START ROOFING & Contractor 98352 CONSTRUCTION CORP JOSE ESMELIN SR MARTINEZ 12115 SW 188 ST, MIAMI, FL 33177 Business: 7863749269 Description: RE -ROOF (FLAT) Valuation: $ 54,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 6,000.00 Fees Amount Application Fee - Other $50.00 CCF $32.40 DBPR Fee $5.63 DCA Fee $3.75 Education Surcharge $10.80 Roofing Fee $325.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $9.38 Total: $490.96 Building Department Copy Payments Date Paid Amt Paid Total Fees $490.96 Check # 1171 10/24/2019 $440.96 Credit Card 09/06/2019 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con ju 'ion ,, d zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized 1'4natur :Owner / Applicant / Contractor / Agent October 24, 2019 Page 2 of 2 tolaal A Miami Shores Village S P 0 .J19 °ha Building Department „ON 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. , Tel: (305) 795-2204 Fax: (305) 756-8972 ct� INSPECTION LINE PHONE NUMBER: (305) 762-4949FBC 20/j BUILDING Master Permit No- (�q r PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ;KROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: Cil v /� 4awoe CONTRACTOR DRAWINGS A 9 City: Miami Shores County: Miami Dade Zi Folio/Parcel#: 1320 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Nan}e (Fee, Simple Titleholder): Address: City: _ Tenan Email: State: T l/ Zip: CONTRACTOR: Company Name: p d `'-DPhone#: :MG —S�(o— S/5l Address: _)_Z7130 QtR3 S S"r City: [a�-rrytllu D State: � Zip: Qualifier Name: OZ 4► t"-L Phone#: State Certification or Registration #: 3DA` a Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: ��99 Value of Work for this Permit: $ J q r c _ -!,2- Square/Linear Foota of Work: �DrJS�3 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ ,' (D Permit Fee $ 3 5 CCF $ 3 �• �O CO/CC $ _ Scanning Fee $ Radon Fee $ DBPR $ 5 . 1D 3 Notary $ Technology Fee $ 136 Training/Education Fee $ Double Fee $ _ Structural Reviews $ 5 _ _ _ Bond $ 00 I - TOTAL FEE NOW DUE $ Mo. C1 Lp (Revised02/24/2014) • . ! _ • Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip ►9 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 the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CO RACTOR The oregoing instru t was acknowledged before me this day of e'OJ 20 , by is peftorrattVUTU" _.Te_or who has produced as identification and who; d take an oath. NOTARY PU Sign: Print: Seal: �.►*r Notary Public State of Florida Danay Bazain g . My Commission GG 131884 cr ,a Expires 08/0812021 ############# # APPROVED BY I (Revised02/24/2014) The foregoing instrument was acknowledged before me this 3 day of'4r� by t,L who is personally kn wn to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign (710--cZ2 Print: of 0,(,Pq A �� ua Seal: "*yd'�% 1 Plans Examiner Structural Review as REINA C. NORIEGA Notary Public -State of Florid Commission k GG 347245 My Commission Expires Zoning Clerk ACOR 7 a C40 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDmm�) 08/30/2019 THIS CERTJFICA T 2 IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: xt,, 305-303-7080 NC No): 305-267-4206 INSURE SAFE, INC. E-MAIL i f nsuresaenc ADDRESS: insuresafeinc@yahoo.com 2300 SW 57th Ave INSURERS AFFORDING COVERAGE NAIC # INSURER A: United National Insurance Company Miami FL 33155 INSURED INSURER B : INSURER C : Gold Star Roofing & Construction Corp. INSURER D : 7280 SW 8TH Street INSURER E INSURER F : Miami FL 33144 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADD SUER POLICY NUMBER EFF MMIDD/YYYY POLICY MY D//YY Y LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ $1,000,000 CLAIMS -MADE FkI OCCUR DAMAGE TO -6— PREMISES EaENTEoccurrence) $ $100,000 MED EXP (Any one person) $ $5,000 • PERSONAL & ADV INJURY $ $1,000,000 A CST0000145 04/04/2019 04/04/2020 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ $2,000,000 �G/EN'L POLICY JECT LOC I PRODUCTS-COMP/OPAGG $ $2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ HCLAIMS-MADE AGGREGATE $ EXCESS LIAR DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N PEOT- STATUTE I I ERH ANYPROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑ N / A E.L. DISEASE - EA EMPLOYEE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Roofing Contractor License #CCC1330842 Miami Shores Village Hall Building & Zoning 10050 NE 2nd Ave Miami Shores, FL 33138 Phone: (305) 795-2204 L711CP19-1 WL\INICI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 9)1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD MIAMF ADE Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A (General Information) Master Permit No: Process No: Contractor's Name: GOLD STAR ROOFING & CONSTRUCTIO RP 9801 2 AVE NE MIAMI SHORE FL Job Address: _ Roof Category op ❑✓ Low Slope ❑ Mechanically Fastened Tile Q Mortar/AdhU'we:Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles Q,1*VRod Shinjlesl5hakes •, ❑ • • . • . • El• Sprayed Polyurethane Foam Other: • .... ...... Roof Type ••;••� ... ❑ New Roof 0 Re -Roofing ❑ Recovering ❑ Repair ❑ MaintenaMeo •: . • • Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? Q. Natuil' LPG6 00 Roof System Information " ; • • • 0 :"': Low slope roof area (U) 10900 Steep Sloped area (U) N/A Total (U) 10900 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): O Corner Size (a' x a'): p�� C)n k cA 6 -c t-, cw V �t�i D 's OFFICE'OFTHE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-4380 9801 NE 2 AVE Property Address: Miami Shores, FL 33138-2350 Owner 9801 PARK LLC 4141 NE 2 AVE # 204 A Mailing Address MIAMI, FL 33137 USA PA Primary Zone 6400 COMMERCIAL - CENTRAL Primary Land Use 1111 STORE: RETAIL OUTLET Beds / Baths / Half 0/0/0 Floors 1 Living Units 0 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 10,803 Sq.Ft Lot Size 13,000 Sq.Ft Year Built 1953 Assessment Information Year 2019 2018 2017 $338,000 $338,000 $1,162,000 $1,162,000 $0 $0 $1,500,000 $1,500,000 $1,500,000, $1,500,000 Land Value $338,000 Building Value $1,187,000 XF Value $0 Market Value $1,525,000 Assessed Value $1,525,000 Benefits Information Benefit Type 2019 2018 2017 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 5341 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 13 & LOT 14 BLK 32 LOT SIZE 100.000 X 130 OR 15605-3244 0692 4 Generated On : 9/29/2019 Taxable Value Information • : • • •: • • • fi19' • • 20A8 • 2047 County ` • ` ` Exemption Value $0 $0 $0 Taxable Value 1 $1,525,000 $1,500,000 $1,500,000 School Board Exemption Value $0 $0 $0 Taxable Value $1,525,000 $1,500,000 $1,500,000 City Exemption Value $0 $0 $0 Taxable Value 1 $1,525,000 $1,500,000 $1,500,000 Regional Exemption Value $0 $0 $0 Taxable Value $1,525,000 $1,500,0001 $1,500,000 Sales Information + OR Previous i Price Book- Qualification Description Sale Page 08/17/2016 $1,750,000 30224 Qual by deed 4364 exam of 06/01/1992 ! $0 15605- Sales which are disqualified as a result of 3244 examination of the deed 11/01/1977 $11 09873- Sales which are disqualified as a result of 0684 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version MIA Miami -Dade County HVHZ Electronic Roof Permit Form I "Delivering Exc Hence Every Day" "Delivering MIA a E xC I Section A (General Information) SE 12 Master Permit IN o: Process No: r 19 Contractor's Na -ne: IGOLD STAR ROOFING & CONSTRUCTION Job Address: E801 NE 2 AVE MIAMI SHORE FL 33138 Roof Category Low Slope ❑ mechanically Fastened Tile Pjjar/Adh;;i`V`e Set 141W ❑ Asphaltic Shingles ❑ Metal Panel/Shingles Q.*j1.*q*od Shin41;s/*Shak40--:- 0000 * n Sprays Polyurethane Foam 0 Other :**O:o : 0• Roof Type NeA Roof 21 Re -Roofing n Recovering n Repair 0 Mainten;nc4 • • Are the"e Gas Vent Stacks located on the roof.) El Yes El No If yes, what type"I Natural 0 LP(V... Roof System Information 6.:.09 Low slope roof area (ft.2) :]Steep Sloped area (ft.-) N/A Total (ft.2) E­ Section B (Roof Plan) Sketch Roof PI n:Iilustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels , clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a*): Comer Size (a' x a,): ACI f 0 x-� � Insulation (optional): —Any thickness perlite or wood fiber or glass fiber or polyisocyan u rate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" or minimum 1/4-in. thick Untied States Gypsum Co. "SECUROCKS Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in. from plywood deck joints. Base Sheet: — One ply "GAFGLAS@ StrataventO Nailable Venting Base Sheet: or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", loose laid 0t.Type (320' "GAFGLAS@ #75 Base Sheet" or "Tri-Ply #75 Base Sheet" or "GAFN"130 I*G**. UltimaTm Base Sheet", fully adhered with hot roofing asphalt. • Ply Sheet: — One or two plies "RUBEROID@ Mop Smooth" or "RU8f_ROIDqp• Qp Plus Smooth" fully adhered with hot roofing asphalt. •"' ' Membrane: — "GAFGLASS Mineral Surfaced Cap Sheet" or "Tri-P4&BUR•�jsrule Cap Sheet", fully adhered with hot roofing asphalt. • • • • • • Coating: — "United CoatingsTm TOPCOATS EnergyCoteTm Roof �oatifig" of ... % "TOPCOATS MB Plus Coating" or "United CoatingsTm Roof Mate NiB'Ptus *of Coating" applied at a rate of 2-gal./100-ft.2. • • • • 20. Deck: C-15/32 Incline: 1 Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri-PIyS #75 Base Sheet" mechanically fastened. Insulation (Optional): —Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One or more plies "RUBEROID@ 20 Smooth", "Ruberoid@ 20 Plus Smooth" or "RUBEROID@ HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri-PIyS BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCapTM Mineral -Surfaced Cap Sheet". 21. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers minimum 1/4-in. thick Georgia- Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardTm Roofboard" or minimum 1/4-in. thick United States Gypsum Co. "SECUROCKS Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyan u rate or urethane or perl ite/polyisocya n u rate composite or perlite/urethane composite or wood fiber/polyisocyan u rate composite or phenolic, any thickness. Base Sheet: — Two plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or one ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri- Parapet Wall Non Insulated Concrete Deck MIMIAMI- Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. •••• • + Concrete wall ...... .... ....:. . • •; • • Elastomeric sealant tooled .... ; • • • • • - to facilitate water run-off • •; • •; .. • _ • Oational: compressible ;' •; •; . • Elastomeric sealant • • • • • • r Metal counterflashing mech. parapet wall height f • • • • •' . - ..s v :-- --attached 8" olc w/ washer - - _ Seal top of base flashing w/ Roof Mean Height: 9 ft. - = comptable material Base Flashing: e -� Termination bar mech. modified SBS attached 6" o% Surfacing: g: _ - Field plies turned up wall granules Top Ply: - - MINERAL CAP SHEET q Base flashing min. _ = 8" above finished roof Ply Sheet: GAF RUBEROID 20 Mutiple plies of built up Base Sheet: • ti �• �"f• �,�>>.roofing GAF BASE 75# ASTM PRIMER ¢ . - i Concrete 7 Roof Deck MIAMEDIADE Miami -Dade County HVHZ Electronic Roof Permit Form• .. • • •' .. • • • •; • ..... .... ...... "Delivering Excellence Every Day" ...:.. Section A (General Information) .... '....' .... '....' . . ..... Master Permit No: Process No: ...... • • • • .... • • ..... • • • • • • Contractor's Name: GOLD STAR ROOFING Job Address: 19801 NW 2 AVE MIAMI FL •• " ' Roof Category BLOW Slope ElMechanically Fastened Tile ElMortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof I/Re-Roofing ❑ Recovering ❑ Repair ❑- Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2) f CW Steep Sloped area ft') --�� Total (ft.Z) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): �'v RECEIVED i' Co© S 0620,19 BY. e—LI ©e Miami Shores Village lam APPROVED BY DATE I` 1 ZONING DEPT fl ARML M 1) N�11! BLDG DEPT S T TO COMPLI CE WITH AL EDERAL STATE AN) COUNTY ULES AND RFGIJLAT1nNS Commercial Reroofing Statement "Delivering Excellence Ever), Day" • • •••• •••••• •••••• •••• ••••% Miami -Dade County HVHZ ElectronIVRdbf Permft Form:••••: Commercial Reroofing Statement foiyitsting.�Utldings... • 00000 Contractor Name: I f f�oo Process Number: Job Address: .. .. .. . ...... . . . . ...... The following applicable statements, for low slope roof systems only, are required to be completed when applying for commercial reroofing permit applications. Is there insulation in the existing roof system? Yes El No 0 If yes, then I attest that the insulation to be installed in the proposed roofing system shall have the same thickness and R-Value as the existing insulation. Note: Structures built after March 15, 1979 must comply with the Florida Eneerrg Code. ❑ Architect ❑ P.E. RoofingContractor License Number: UsC t3�0 8 2-. Signature: (required) 2 No Change attest that the .proposed roofing system is an exact replacement of the existing roofing system. I also attest that existing overflow drains and/or scuppers are sized so that no more than 5" of water will accumulate on any portion of P�Roofing of, should the primary drainage system be blocked. 1616.3 FBC ❑ Architect ❑ P.E. Contractor License Number: 6'W %3 P Signature: (requirep) ❑ Change to the roofing system Roofing permit applications in other than Group R-3 occupancy, involving a change in the roofing system and recovery applications must include signed and sealed calculations for -the supporting structure, and a statement as follows. '7 have reviewed the structural and drainage adequacy,of=the existing roof structure with regard to �th9.proposed roofing -system acid hereby approve the installation as proposer" ❑ Architect ❑ P.E. License Number: -7 Signature: (required) oo �L Florida Department of MIAMF� ...• FLORTbA Environmental Protection • . Regulatoy" cod nomi.De.eu.oes - - Division of Air Resource Management ' • •' : Air Tality jvtanagement Diyition 1 tr1. st Court, 2nd Floor • • • • • TICE OF DEMOLITION OR ASBESTOS RENO�( 't1bN 7Niami, Fldlit,:f 53136 . • • • • • TYPE OF NOTICE (CHECK ONE ONLY): ❑' ORIGINAL ❑ REVISED ❑�CANCELLAT161V • ❑.(66hESY TYPE OF PROJECT (CHECK ONE ONLY): El DEMOLITION ❑ RENOVATION LJ ROOFINGIF ' �" • • • • �: • • • DEMOLITION, IS IT AN ORDERED DEMOLITION? El YES ❑ NO • UOISIAi. • ••'••• IS IT AN EMERGENCY RENOVATION OPERATION? ❑DES NO Fil¢• #_ .. Al!l. no aib IS IT A PLANNED RENOVATION OPERATION? YES ❑ NO Prq -ess # 000000 -.. I. Facility Name • • • , • • • • Address rf r C t Jj n 4� • • • • • �• •••• City State 14r Zip /i11 County Site Consultant Inspecting Site Building Size � f0-/,'CJ (Square Feet) # of Floors Building Age in Years Prior Use: ❑ School/College/University ❑ Residence ❑ Small Business Other Present Use: ❑ School/College/University ❑ Residence ❑ Small Business Other II. Facility Owner Phone Address City State Fr Zip y III. Contractor's Name z t Phone () Address /L t' City '/1 a t State Ft Zip Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES ❑ NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start (late) % Asbestos Removal (min/dd/yy) Start: Finish: Demo/Renovation (mm/dd/yy) Start: �? ' / Finish: V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. y Procedures to be Used (Check All That Annlv)- ❑ Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball ❑ I Wet Method ❑ I Dry Method I❑ I Explode ❑ Burn Down OTHER: VI. Procedures for Unexpected RACM: f7 C l tc I -/ ,- -f VII. Asbestos Waste Transporter: Name ' r Phone () Address e City State Zip VIII. Waste Disposal Site: Name % % u,� Cyr 1 ` Address Co City State _Zip IX. RACM or ACM: Prdcedure, including analytical methods, employed to detect the presence of RACM and Cat or I and II nonfriable ACM. Ih�MI-DADS"9,�,R,M/ Amount of RACM or ACM* "Irk UU-4111 T IVIANAUMNILNT DIVISION square feet surfacing material square feet cementitious materi@� This is to certify that the required linear feet pipe square feet resilient flooring � Ot'.`ication(S) Regarding P-Sbcstos have been cubic feet of RACM off facility components square feet asphalt roofing submitted in Compliance with �j *Identify and describe surfacing material and other materials as applicable: � 7! 7 � 7 -_ Sign,Applicable reg,,,ations. d Hato I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on - site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. I have read and understood the additional information provided on the back of this form. (Print Name of Owner/Operator) / _,/ if (Signature of Owner/Operator) (Date) (Contact phone #) RL-R USE ONLY Postmark/Date Received ID # 161 _01-158 11/16 DISTRIBUTION: White-RER Yellow -Applicant Pink -Reserve DISCLAIMER TFri,� NOTIC17*M.DEM061TION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR (�I.&La,apart 1%l Ut Rule. �;,i,; 7.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos tJ)qt;Vent acti+✓ity. Thisck4crsrarent is an Asbestos Notification only and is not a permit. . . .... .... �hi�N�)TIt:E•(7i'DEMOtf1•IC)N OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any ..... .... . ... f t�rr�L stat„ e4�+rnty, or�oWpermits that may be required for this facility. • •••••• INSTRUCTIONS for COMPLETING .. ...... . . . . •••••; hl•O•Ik—'E OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62-257; FAC__ are included on this form. Check to indicate whether th notice is an origi by law). If the notice is a revf ion, please indici on, or a courtesy i changed or add Check to indicate whether tI project i12 carenovation. If you checked demoli on, was it ordered t e e I��'I�e�gency? I so, in addition to the information required on the rm, tAratgr x� sAro i the ame of the agency o enng the demolition, the title of the person acting )n be alf of the ag .ertry,-tK7"j: � )rder t � demc:)lition, the date of the order, and the date o erectTtibiz, st also be attached to the otification. If you checked renovat n, is +• raPncy YE'.figrYo�fation? If so, in ad to t. e information required on the form, the owner/op ator must provide the date ana nc~rred the description of the sudden, unexpected event, d NAMOVAav unsafe conditions or ould cause equipment damage or an unreasonable ancial burden. If you chec a I W11rne renovation operation, please note that the nOflCe is E' ('ePC� a calendar year Of January hrough December 31. I. Complete the facility information. This section describes the facility where the renovation or demolition is scheduled. This address will be used by the Department inspector to locate the project site. Provide the name of the consultant or firm that conducted the asbestos site survey/inspection. For "prior use" check the appropriate box to indicate whether the prior use of the facility is that of a school, college, or university; residence, as "residential dwelling" is defined in Rule 62-257.200, F.A.C:.; small business, as defined in s. 288.703(1), F.S.; or other. If "other" is checked, identify the use. Please follow the sarne instructions for "present use." ce (i.e., not required II. Complete the facility owner information. III. Complete the contractor information. IV. List separately the scheduled start and finish dates (month/day/year) for both the asbestos removal portion of the project and the renovation or demolition portion of the project. V. Describe and check the methods and procedures to be used for a planned demolition or renovation. Include a description of the affected facility components. (Note: The NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62-204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method in accordance with 40 CFR section 61.145(3)(c)(i).) VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. Vll. Complete the ashestos waste transporter information. Vill. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. Section C �„�® Miami -Dade County HVHZ Electronic Roof Permit Form • • •• . •••• •••••• • Section C Page (Low Slope Roof Systems) " ' ; • • • • • • "Ot llYerh7g Fx x-elletic:e evely nay" •••••• • •••• •••••• Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the jexi pox. • • • • • • I GAF Top Ply: ROOF SYSTEM MANUFACTURER: GAF MINERAL CAP SHEET ) System Type: E-12 Product Approval OA : S stem T e: •••••• " " •••• • • • • ••.•• • • • •; • pp Top Ply Fastening /Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: HOT MOP ASPHALT • • • • • • • • (131) Field: -42.8 psf Surfacing: I NA ; .0. • • : • • • • SINGLE PLY MEMBRANE: • • • 0000 (P2) Perimeters: -71.7 psf (P3) Corners: -108.0 psf Maximum Design Pressure From NOA: -60.0 psf Roof Slope: 0.25 " : 12 Roof Mean Height: 15 ft. Parapet Walls: 0 No ❑ Yes Parapet wall Height: NA ft. Deck Type: --Light Weight Support -- Support Spacing: NA " o/c Alternate Deck Type: I NA Existing Roof: I SAME ............. Fire Barrier: NA Vapor Barrier: NA Anchor Sheet: NA Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size & Thickness: INA Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF BASE 75# (1) Base Sheet Fastener / Bonding Material: DRILL TEC CR-1.75 BASESHEET FASTENER Ply Sheet(s) & No. of Ply(s): GAF RUBEROID 20 (1) Ply Sheet Fastener / Bonding Material: HOT MOP ASPHALT Single Ply Manufacturer / Type INA Single Ply Sheet Width: NA " 1/2 Sheet Width: NA " No. of Single Ply 1/2 sheets: NA Single Ply Membrane Fastening / Bonding Material: NA El FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: " o/c @ Laps & F rows 7 " o/c 2. Perimeter: " o/c @ Laps & El rows " o/c 3. Corner: " o/c @ Laps & F rows 7 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: NA 2. Perimeter: NA 3. Corner: NA Insulation Fastener Type NA WOOD NAILER TYPE AND SIZE: 2 ' X 6 PT WOOD Wood Nailer Fastener Type and Spacing: TAPCON 3/8' EVERY 16" OC EDGE & COPING METAL SIZES: Edge Metal Material: --Galvanized Metal -- Edge Size: --3" face 26 ga.-- Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1-1/4" RS NAIL 4" OC Coping Material: I --SELECT PARAPET WALL COPING MATERIAL — Coping Size: I --SELECT COPING METAL SIZE OR THICKNESS -- Hook Strip Size: I --SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: NA MIAMI-QADE • . . .... ...... MIAMI-BADE EOLW �Y PRODUC4•CQWROL SL TION • • • • • • 11805 SW 28 Street, Rooth 208 ; • • .. ; DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) M4",'PM9rida 311•75'2't174 • • BOARD AND CODE ADMINISTRATION DIVISION T (786)31521590 F (786) 393}2-599 • • • • • NOTICE OF ACCEPTANCE (NOA) www.!&Wia*de.eoWe*coiowry GAF ' 1 Campus Drive 0 0 0 0 000000 Parsippany, NJ 07054 ; .'. ' :....: SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Lightweight Concrete Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-1008.02 and consists of pages 1 through 45. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 15-1020.07 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 1 of 45 W Deck Type : Lightweight Concrete, Non -insulated • • • • • • ...... .... Deck Description: Minimum 231 psi Generic Lightweight Concrete cast over steel•d000k.. . *Lightweight concrete should record a Minimum Characteristic•Resislance foree • (MCRF) of 70.46 lb£ when tested with Drill-Tec' Base Sheet FlAthers (1.7*N.T, Drill-Tec'T' Base Sheet Fasteners E (1.7 in.) or Drill-Tec— Lockl> g •.1mpact Nail; it accordance with TAS 105. • . • • • • • . . . Deck : Min. 22 ga., 33 ksi, Type BV, G-90 steel decking over'/4" thick steel 3uppol;tc.. % spaced max. 6 ft. o.c. attached 6" o.c. using min. 5/8" diameter pnddi e welds. • • Deck side laps are attached 18" o.c. using # 12 SD screws. • • ; • • This Tested Assembly has been analyzed for allowable deck stress. See Evidence Submitted Table. System Type E(12): Anchor sheet mechanically attached. All General and System Limitations shall apply. Anchor Sheet: GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima' Base Sheet (only for use with Ruberoid® 20 Smooth, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5 or Ruberoid Mop Plus Smooth), GAFGLAS® Stratavent' Nailable Venting Base Sheet or Ruberoid® 20 Smooth mechanically fastened to the lightweight concrete with Drill -Teo' Base Sheet Fasteners (1.7 in.), Drill -Teo' Base Sheet Fasteners E (1.7 in.) or Drill-Tec' Locking Impact Nails fastened 7" o.c. in the 4" wide side laps and 7" o.c. in two staggered rows in the field of the sheet. Membrane: One or more plies of Ruberoid® 20 Smooth, Ruberoid® 30 Granule (only for use with Ruberoid® 20 Smooth), Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, Ruberoid® Mop Granule, Tri-Ply® SBS Granule, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® Mop Plus Granule FR, Ruberoid® EnergyCap' Mop Plus Granule FR, Ruberoid® Mop Granule FR or Ruberoid® EnergyCap' 30 Granule FR fully adhered in type Ill or IV of an approved asphalt at an application rate 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 601bs. /sq. 2. GAFGLAS® Mineral -Surfaced Cap Sheet, Tri-Ply® BUR Granule Cap Sheet or GAFGLAS® EnergyCap' Mineral -Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bs. /sq. 3. TOPCOAT® Surface Seal SB or United Coatings' Surface Seal SB Roof Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. OR TOPCOAT® MB Plus or United Coatings' Roof Mate MB Plus Coating applied at a minimum rate of 1.0 gal./sq.(to be used as a primer) followed by TOPCOAT' Membrane or United Coatings' Roof Mate TCM Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat. Maximum Design Pressure: -60 psf. (See General Limitation #7) NOA No.: 15-1020.07 Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 40 of 45 ti . . .... ...... LIGHTWEIGHT CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck throughthe lightweight insulatin concr • 0 . Vro osed . •field • g srte..l? P , withdrawal resistance testing shall be performed to determine equivalent or enhanced fastQnsr patterns.and densl,#j * All testing and fastening design shall be in compliance with Testing Application Standard•T-A� 105 •aiki•Roofing• • • • • Application Standard RAS 117, calculations shall be signed and sealed by a Florida regt9t0fe1d Profe•sSlqrW 01000 Engineer, Registered Architect, or Registered Roof Consultant. " 2. For steel deck application where specific deck construction is not referenced: The decl:sl X Je a mlinApm 22 gauge attached with 5/8" puddle welds with weld washers at every flute with maximumdeckspans pf S'ft'o.c. 3. For systems where specific lightweight insulating concrete is not referenced, the minimum $eeign mix shall be a: minimum of 300 psi. • • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lb. f., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lb. f. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchoribase sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 15-1020.07 MiAMaoaoe JAIJ Expiration Date: 11/06/23 Approval Date: 11/01/18 Page 45 of 45 Phone: (305) 662-3710 A-1 Engineering Inspection Services Inc Lab Certification # 16-0510.15 Fax: (786) 800-2627 4225 SW 71 Ave Miami FL 33155 aIroofinspection@gmail.com Anchor or Base Sheet Fastener Spacing Calculations "ti b: 9/3/2M19 • • •' • • . ...... . . . Client Information: .... .... • • • . . Permit Number: Process Number: ...... •... ..:..' Roofing Contractor: GOLD STAR ROOFING . . .. . ...... •�•,�� , •• Job Address: 9801 NW 2 AVE MIAMI FL �•••�• "�"""• ...... . • Building Information: Exposure Category C Risk Category 2 Mean Height: 15.0 ft. Parapet Height: 0.0 ft. Roof Deck: Lightweight Concrete Roofing System Information: Roof System Manufacturer: GAF Materials Corp Miami Dade Product Approval Number: 15-1020.07 System Type: E-12 Base Sheet Description: Gafglas #75 Base Sheet 3 Base Sheet Manufactured Width: 39.37 inches Head Lap Width: 4 inches Fastener Description: Drill-Tec CR-1.75 1 ,. NOA Fastener Spacing for Head Lap (side lap): 7.0 inch o.c. Number Center Rows (between head laps) and Fastener Spacing: NOA maximum design value: -60 psf Architectural Appearance Calculation Requiring 3/4" Ring Shank Nails ? `�>>>iii, trill i ,4s� ulaie j Sft.,gW, Spacing Results: 2 rows staggered 7 inch, o.c. No A 117 arfB.asy.Sheet Attachment Calculations: (see calculation notes on Toiiowing I Pres4TR! Head Lap FS Center Rows Center Rows FS P -,4 7.0 inches o.c. 2 7 inches o.c. staggered �� .� -', 7 inches o.c. 3 7 inches o.c. staggered _ 22��•A2 08 6 inches o.c. 4 6 inches o.c. staggered — PE 6741611 10' FS = fastener spacing )age) Page 1 Base Sheet Fastener Calculations Phone: (305) 662-3710 A-1 Engineering Inspection Services Inc Lab Certification # 16-0510.15 Fax: (786) 800-2627 4225 SW 71 Ave Miami FL 33155 alroofinspection@gmail.com Job Address: 9801 NW 2 AVE MIAMI FL �..� : . .. •� BaseSheet Net Width and Length • Net Width: 2.95 ft. Sheet Width (Inches) 39 minus Sidel-ap Width (ina;asr 4 ••...' 12 ..�..� �..�.� 100 sf Net Length: 33.93 ft. 2.95 net width Fasteners per Square 174.48 •••• B x x 1 equals 12 x D A: NOA specified fastener spacing (inches) A B: net length C: number of rows having spacing D: number of fasteners per square 1 x 12 x 33.93 x 1 equals 58.16 fast. Side Lap Row 58.16 fstnrs. 7 1 1 1 sq. Center Rows 116.32 fstnrs. Square feet per Fastener: 0.57 1 x 12 x 33.93 x 2 equals 116.32 fast. 7 1 1 1 sq. Fastener Value V y ) 34.39 Ibf NOA max design value 100 square ft. 174.48 fasteners per square or 3/4" Ring Shank Nail 32 Ibf 60 x SF per fastnr. 0.17 equals 34.39 Fastener Spacing (FS) f y x 144 / P x RS Field FS 9.81 inches 34.39 x 144 Perimeter FS 7.81 inches Corner FS 6.48 inches 42.8 x 11.79 34.39 x 144 71.7 x 8.84 34.39 x 144 108 x 7.07 calculated design equals 9.81 > 7 OK equals equals 7.81 1 > 1 7 OK room Lap FS # Center Rows Center Row FS Instld. FpSQ Req. Fastnrs pSQ Extrpltd Fastnrs pSQ P1 7 2 7 174 124 136 P2 7 3 7 233 209 233 P3 6 4 6 339 314 339 Is extrapolation ratio equal to or less than 280%? Yes Page 2 Base Sheet Fastener Calculations