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RF-14-1527Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-215994 Scheduled Inspection Date: October 01, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 9710 NE 2 Avenue Miami Shores, FL 33138 - Project: <NONE> Contractor: ESTRADA ROOFING rsunaing uepartment comments Permit Number: RF -7-14-1527 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (954)553-0553 Parcel Number 1132060132350 Phone: (786)385-3137 RE -ROOF LOW SLOPE ROOF WITH BUILT UP -ROOF Infractio Passed comments SYSTEM I INSPECTOR COMMENTS False September 30, 2014 For Inspections please call: (305)762-4949 Page 9 of 41 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 30, 2014 For Inspections please call: (305)762-4949 Page 9 of 41 PERMIT APPLICATION Miami Shores Village `�`- S ® t014 Building Department Y: 10050N.E.2nd Avenue, Miami Shores, Florida 33138 d Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 �6 Master Permit No -:RE -1q—-- 2--+ Sub Permit No. © REVISION ❑ EXTENSION (RENEWAL ❑PLUMBING n MECHANICAL ]PUBLIC WORKS n CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9710 NE 2 AVE City: Miami Shores County: Miami Dade Zlo: Folio/Parcel#:11-3206-013-2350 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): SHORES LANDING LLC Phone#: Address: 714 NE 59 ST City: MIAMI SHORES State: FL Zip: 33137 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ESTRADA ROOFING Phone#: (786)385-3137 Address: 1738 SW 57 AVE Cita: MIAMI State: FL Zip: 33155 Qualifier Name: DANIEL GONZALEZ-LAUZAN Phone#: 305-668-8800 State Certification or Registration #: CCC1328913 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 6fi;�98" �� �OO Square/Linear Footage of Work: l7too' S's T� r Type of Work: ❑ Addition ❑ Alteration ❑ New © Repair/Replace ❑ Demolition Description of Work: ADD CATEGORY FOR SLOPE ROOF & REVISE FLAT ROOFFROM CONCRETE DECK TO WOOD DECK A/O aW0, 7�,; Q,�,�� { — L, Specify color of color thru tile: Submittal Fee $ Permit Pee $ 3!-2 jcyt CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) w Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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: I 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 on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature it 41W111!( 0 Eliyor AGE CONTRACTOR The foregoing instrurolinfwas acknowledged before me this day qf44 20 4 by --� s persona v n to me or who has produced Identification and who did take an oath. NOTARY PUBLIC: Seal: APPROVED BY (Revisedo2/24/2014) NOTARY PUBLIC STATE OF FLORIDA Comm# FF079161 as The foregoing instrument was acknowledged before me this day of 20 _ _ by a — I lei.l "Io s pe known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: P nt: Seal:JVNIOTARYPUsLIC LYN ESA E OF FLORIDA OMNI aFF079161�7Y��YaN�R�M�Y'N$�*�[s�G�F+N+k�k�b�k Plans Examiner Zoning Structural Review Clerk STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 GONZALEZAAUZAN, DANIEL N ESTRADA ROOFING 1738 SW 57 AVE MIAMI FL 33155 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to Improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalleense.com. There you can find more information about our divisions and the regulations that impact you, subscribe tdepartment newsletters and learn more about the Department's Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to sere you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1328913 .' ` ISSUED: " 06101/2014 CERTIFIED ROOFING CONTRACTOR GONZALEZ LAUZAN, DANIEL !N ESTRADA ROOFING-. IS CERTIFIED under the provisions of Ch.489 FS. Exphftn dace AUG 31, 2016 L140=0002424 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1328913 rhe ROOFING CONTRACTOR Named below IS CERTIFIED Under the pmislons of Chapter 489 FS. Expiration date: AUG 31 2016 G01 ZALEZ-AUZAK DANIEL -N ESTRADA ROOFING �az 1738 SIN 57 AVE. MIAMI FI -3311556' ISSUED: W012014 DISPLAY AS REQUIRED BY LAW SEQ # L1406010a02424 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 6358063 BT BUSMM NM MOCATION RMIN" No_ EXPIRES UM" ROOFi11IG IMEWAL SEPTEMBER 30, 2015 17M SW 57 AVE "25604 Must be displayed at place of business MIAMI FL 33155 Pursuant to County Code Chapter 8A—Art 9 & 10 CnmNs SEC. TYPE OR t3MNESS ESIRADA ROOFING 196 SPECIALTY BUILDING CONTRACTOR AVME T R ED worker(s) 1 CCC1328913 $75-00 07/10/2014 CREDITCW-14--025711 TMs LNW Bin im-Tax Reaeip o* mdkma ! d dw Local Basmess Tex. The Beaaipt n act a iiceasa. perml>;ora oaoltha hhar_'s��9�ificafioas.todohmdaeas HoldaramsteamRl wMeaYgwmw ftI nV"wW h -z adnqdreoe m which apply to the basinema, Tha BEGEIPTNQ. abM mart he displayed onall commeraialwWeles- Wemi-DsdaC0de3ec8ff_= Former® b><mamtinn, 112w CERTIFICATE OF LIABILITY INSURANCE "YewMMwM 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 /1 412014 THIS CERTIFICATE 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 (lea) must be endorsed. If SUBROGATION IS WANED, 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 a). PRODUCER COMPACT NM FRANKCRUM INSURANCE AGENCY, INC. VA No, El* 1-800-27/-1820 x4800 � Itch 727-797-0704 Ao tee: 100 S. MISSOURI AVE. CLEARWATER FL 33758 INSURERS AFFORDING COVERAGE NAIC# INSURER A: FRANK WINSTON CRUM INSURANCE CO. 11600 INSURED INSURER B: INSURER C: FrankCrum 1-800-277-1820 100 S MISSOURI AVENUE CLEARWATER FL 33758 COVERAGES ..��,�....,� INSURER D: INSURER E INSURER F: . u,s.cn: ZDWAI# Hdttl/1S10N 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 CLAIM& LTR TYPE OF INSURANCEADDL 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 SUER POLICY NUMBER POLICY EFF POLICY EXP INSR INA (NM141DDIYYYY) INMNDIYYYY) LBM GENERAL LIABILITY EACH dXxIURRENOE $ COMMERCIAL GENERA1. tJABIL1IY DAMAGE TO RENTED PREMISES acmarenoe CLAIMS -MMM =OCCUFt 1 MEDEXP am $ PERSONAL&ADV INJURY GENERALAGGREGAre GENT. AGGREGATE LIMIT APPLIES PER: PRODUCTS AGO DOUCY PROJECT LCC $ AUTOMOBp.E LILIABILITY81rIY NGLE $ BODILY INJURY (Per pww) ANY AUTO ALLOAM SCHEDULED AUTOS AUTOS BODILY INJURY (Per ecddenQ $ NED HIRED AUTOS AUTOS UT09 PROPERTYDAMAGE UMBRELLA LW9 OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMIRAADE AGGREGATE DED I I RE79'MION S $ A IORKEABCOMPENSATION AND WC201400000 11/2014 1/1/2015 OR EMPLOYERS' LIABILITY X T�U= ANY PROPMETOWPARTNEROMCUTIVE YIN OFFICERtMEMBER EXCLUDED? NJA E.L. EACH ACCIDENT $1000 000 (Mendubuy In NIQ 11yee'devautulder DESCRIPTION OF OPERATIONS betuo E.L. DISEASE -EA EMPLOYEE 9000000 E.I.. DISEASE- POLICY LIMIT $1.0now 1 DESCRIPTION OF OPERATIONS I LOCATOR I VEHICLES (AtlRch ACORD 901, Addldonel Rm wh Schedule, R more space J reWA" . EFFECTIVE 1210212013, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO ESTRADA HOME MAINTENANCE, INC. DBA ESTRADA ROOFING (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. RE. - LICENSE #CCC1328913 r-wcmwrtAr urn neo 01988-2010 ACORD CORPORATION. A8 righla reserved. ACORD 26 (2010108) The ACORD name and logo are registered marks or ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARTMENT 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 AOTH0111M REPRRENTATIYE 1 -;�71� 01988-2010 ACORD CORPORATION. A8 righla reserved. ACORD 26 (2010108) The ACORD name and logo are registered marks or ACORD ® Florida Insurance 3054451335 p.2 A CERTIFICATE OF LIABILITY INSURANCE IBA t 9/08/2014 PRODUCER Florida Insumnca ApnW of Warni P.O. Box 441340 Mei, FL 33144 P; 30544moo TE IS ISSUED AS A AAA R N ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DUES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURER AFFORDING COVERAGE NAICS # INSURED E*Wa Herne Maintenarlc a Inc DBA Estrada Roofing 659 Sw 71 we 111111 nl FI 33155 MW;MRA; Endurance Arne en INSURER B: INSURER C; INS R D: INSURER E: INSURER F: COY® THE POLICIES OF INSURANCE LISTED MOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOT WITHSTANDING ANY RECUIREMENT.TERM,OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTM RESPECT TO WHICH THIS CERTIFICATE MAY Bt: ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGMGATE LIAMTS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADDL INSR TYPE OF INSURANCE POLICY NUMBER EFFECTIVE (MM/DD/YY) EXPIRATION (M IDD^ LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIASKM CLAOVIS MADE QOCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PKQJE LOC CPIC10Qp1a50900 2ISM14 7J1arM15 EACH OCCURRENCE 1.0 0400 PREMISES(Ea act+ur w=) $100.000 MED EXP any oneperson) —ULM PERSONAL & ADV INJURY IMIL0001 GENERAL AGGREGATE JAM000 PRODUCTS=MP/OP AGO IIA00.000 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS hiEDUL.ED AUTOS HIRED NON-CWNED AUTOS COMBINED SINGLE LIMIT {Ea aCsactent) i (Per Person) S (PerAacldent) $ 11KvrC1% 17 Per ACMdenq S ANY AUTO ALL OWNED AUTOS AUTOONLY AGO M* AAVHWAJA OCURR LAiM$ MADE DEDUCTIBLE RETENSION $ME-COMPEMIONAND EACH OCCURRENCE $ AGGREGATt 5 S $ EMPLOYERS LIABILITY ANY PR0PIERTOR/PARTNER1EXEcuTWE OFFICER4MEMBER EXCLUDED Y if yes deserve under SPECIAL PROVISIONS below VV4;*IAIU TORY LIMITS Vill ER DESCRIPTION OF OPERATIONS I LOCATIONSNEHICLES=CLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS: Rooting Contnlrctor x IceRTIFICATE HOLDER I 1ADCPL ENSURED MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVENUE MIAMI SHORES, FL 33138 © Ar`_nun 9t timmun SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED SPORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL N DAYS WRITTEN N0710E TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO Iry SO SHALL IMPOSE NO 0SLKlATKW OR LIABILITY OF ANY KIND UPON THE INSURED, ITS AGENT OR REPRESENTATIVES. AUIT1619M REPRESENTATIVE Tony Zoglrbi W 4 I F=lorida Building Cod® Ediflon 2010 Sam 1W Igh-Wocity rFi micame zom uniform Permit Appi allcn Form. Session A a neral ln#0rmaU00j Nester Permit No. Process No. conlractoes Nama ESTRADA ROOFING ,lob Address 9710 NE 2 AVE W71 LOW Slope ❑ Asphaltic Shingles 0 Rerooftng ❑ Mechanrcally Fasters Tile ❑ mew Parmm tngles ❑ Prript. BUR -RAS 150 ROOF TYPE ❑ Recovering ❑ Repair ROOF SYSTEM il+iFORMATTON ❑ Mortar/Adhesive Set Tile ❑ Wood ShIngteaMmkes p Maintenance Lav► Slope Roof Area (SP) Sleep Sloped Roof Area (Sn Totai (SF'1 13,700 140 13,840 Section S (Roof Plan) Sketch Root Ph= illustrate all levels anal sectiour., roof drains, scuppm, overflow scuppeV rand overlk%V drairm include dimensions of sections and levels, dewty Identity dimension of elevated presser zonas errs l+nca*m gL parapets. 0000 0000.. 0000 0000.. sees 0000 0000 0000 B' Peri rUnem : • • • • = 18" Parapet Wall f-6 0—.---� • • • • • • sees• s • • • I • • • -TI T6411 •• • sees �. �— 1 e i • S5 LJ LU ®. Q C7 n_ ,t 340 to O Steep p QJ LL M X ZOZ r� Q U CtZ U O U hW- 2010 FLORIDA BUILDING CODE -BUILDING 0000.. 0000.. .•.••• 0000. .sees 0000•••• • • • 0000•• sees•• ROOF ASSENS IES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 HWWekmW Huurlmne Zone Uniform Pe nrit Appi(datlon Form. r Section C (Law Slope Application) Fill In spec flc roof assemMy components and Identify manufacturer (if a component is not used, identify as -NA-) Sym Manlaarer: GAF Materials Corp. product Approval lim; 13-0424.14 Design Wince Pressures, From RAS 428 or Calculations: pl.--40.05 pg. -67.2 p3. -_:l 0 1. 15 Max. Design pressure, fromthe specMc Product Approval system: -52.5 Dedt: Type: _ cDx Plywood Qaugenwcknews; 5/8" Slope; 1/4" AnchoNBase;Shad & No. of fts): N/A Anchor/Sam Sheat FaeftnedSAonding Material: Insulation Base layer; N/A Base insuiatlon stm and T'hiritness: N/A Base Insulation FastenerIM79 Material- Top Insulation Layer. N/A Top insulation Site and Thickness N/A Top insulation 'kencr NrrciiAng Material. Bas shasq q & No, of piy(s): 11 Ply of 75# Base BaseSheetFamed onding Material: 12GA x 1 1 /4" RS Nails & 1 5/8" Tin Caps Ply st est(s) & No. of PWsl < 1 Ply of Ruberoid 20 Ply sheat p fsnie N Tap Piy Fiber ass Capaheet Top Ply Fastener/Sonding Material: ASTM Asphalt Lme-W surfacing: N/A stoner Spacing for AnchodSase Sheet Attachment: Field- 9 ° oc 0 Lap, # Rows _�L @ _.a_- oc; r fir: 6 • oc a Lap, 8 Rows 4 A_- oc r Corner:4 " at tap, Rows 6 a4 ° oc Number of Fasteners Per Insulation Board Field Pertnudw Comer Illustrate Components Noted and Deems as Applicable.- Woadblodting, Gultar, Edge Termination, Stripping, Flashing, Continuous Clem Gant Ship, Base HAWN, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Heightof Bass Flashing, Componenthlaterial, Wtedal Thidawss, Fastener -Type, Fastener Spacing or emit Man u#actur- ers`Details that Comply RAS 171 and Chapter 16 •••• Term. Bar w/ masonry anchors @6d' oc • • • .'3,. Stucco Stop w/ lip •• •••• ••••'• •• ••• . . • ••••3• Ruberoid Fr ose " Capsheet I •• ..... Ruberoid 20"",' ..• •..• • : 75# Base ..��� • • 4" Cant SvjA•_: •••15' F="DX Plywood FT TMean Raaf . 3"x3" Eave Drip 26ga. Heist nailed @ 4" O.C. R c 2010 FLORIDA BulWINO COW -- SUH LDWG ISM Florida Building Code Edition 2010 "WVdocKy Hulr&mne Zone Uniform Permit Appi cWon Farm. Roof System Manufacturer: GAF MATERIALS CORPORATION Naim of Acceptance Number 13-0419.04 Minimum Design Wind Pressures, If Applicable (From RAS 12'7 or CGaloulatians) � r N/A N/A N/A P P2: P3. SlQM- Roof System D—escr-1pbort 6666 oeckType:5/S" PLYWOOD: 6666 i... 6666 _ 66660 S Type Undedayment 30# ASTM D226oPELT • ; Roof Slow- - - 6900 0000 6 3 : 121 Insulation: N/A 9066 - 6 6 6 6 ; 6666.. .. ... 66,06 0000 Fire Barrier. N/A: 9.9.. 0000.. Ridge Ventilation? Fastener Type :& Bl ► 1.25 RS Nom -':laps 12:' Gold �; • • 0000 Adhesive 1: N/A 4 Type cap Sleet N/A Mom Roof Height 13' Roof -Covering: : ITIMBERLINE HD SHINGLE_.. Type & size 131101126ga. gals. j r Edge: TGFUX1306 - Roofmg Systems Page 2 of 48 The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of Y24n. minimum gypsum board is an acceptable alternate for insulation over C-15/32 decks. The use of polystyrene insulation board between minimum 3/4 -in. thick partite board and deck with rosin paper (perlite/rosin paper/potystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergWuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate Insulation in any of the following Classifications. Trumbull "Perna Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS Flex Ply 6" and "Tri -Ply Ultra -Flexible Ply 6" are suitable alternates to "GAFGLAS Ply 6". "GAFTEMP Permatlte Recover Board" may be used In lieu of any partite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2Y2 to 3-gal/100- ft2. "Ruberoid Dual Smooth" may be used as an alternate to "Ruberoid Mop Smooth" or "Ruberoid 20" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberold Mop" SBS products in any applicable Classification. 1. Deck: C-15/32 Class A Incline: 3 Insulation (Optional): — One or more layers partite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or pertite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet- — Three or more plies Type G1 or "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Pty 6" hot mopped. Surfacing: — Gravel. ••6• • • • • 0000 •9669Y 2. Deck: C-15/32 Incline: 2 • • • : • • • • • • 0000•• 0000 0000•• • Insulation ( Y pe 9 po yisocya • • • • • • • Optional): —One or more layers partite or wood fiber or lass fiber or I nurate or urethane ar :0000: perlite/poiyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate compositp.dr" firplic, an% ltW%ss. • • Ply Sheat: — Three or more plies Type G1 or "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6". 9690 6••0 so*** Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap S�qgef. 0 i • • • • • • • • • • • 6 • • •• •• 0000 000000 3. Deck: NC Incline: 20 0000•• • 0 • • • • 0609•• Insulation (Optional): — One or more layers perltte, wood fiber, glass fiber, polyisocyanurate, urethane,.periite4polyisoc*fidrt&o composite, partite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in. maximum. • • • 0 0 000000 Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4", "GAFGLAS Ply 6". • • • **so 0 • Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet". 00:0 4. Deck: C-15/32 Incline: 1 Slip Sheet (Optional): -- Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or GAFGLAS Pty 6". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet". 5. D8CK: NG Incline: 3 Base Sheet: — One ply Type 02 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet". Ply Shoot: One or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet". 6. Deck: C-15/32 Incline: 2 Insulation: — One or more layers partite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, pertite/urethane http://database.ul.com/cgi-bin/XYV/template/LISEX`T/ 1 FRAME/showpage.html?naTne=TG... 3/8/2010 MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Str— V— 102 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 0") Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786315-2590 F (786) 31.523.99 NOTICE OF ACCEPTANCE (NOA) mmw--mww4a4e sovlceonomv GAF 1361 Alps Road Wayne, NJ 07470 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. 0000 DESCRIPTION:: GAF Ruberoie Modified Bitumen Roof System for Wood Decks • • • •""• • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lo"V. state and. following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.. • s. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed We* le has Deeg po change in the applicable building code negatively affecting the performance of this product %.'00 '.;..' TERMINATION of this NOA will occur after the expiration date or if there has been a jAs o0 or c4ange�in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as e p en(Jorsemebt of My product, for sales, advertising or any other purposes shall automatically terminate this NCA•:PaAure to cen*y 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 Building Official. This NOA renews and revises NOA No. 09-022401 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. A- NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10131113 Page 1 of 29 0000•• • • • 0000.. s • •••••• 96.00 0000• •0000• • • 000••0 • • •••••• Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non -insulated Deck Description: 'x132" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOut7 Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck (optional) Protection or Securocl& Gypsum -Fiber Roof Board. Base sheet., GAFGLAS® #80 Ultima'" Base Sheet, GAFGLAS® Stratavene Eliminator Nailable Venting Base Sheet, Ruberoie 20, Ruberoie SBS Heat -Weld"` Smooth or Ruberoie SBS Heat -Weld" 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPly" 6, GAFGLAe #75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAe FlexPly 6, GAFGLAe #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec #12 Fastener, Drill -Tec'' #14 Fastener or Drill -Tee XHD Fastener and Drill -Tec 3" Steel Piste, Drill - Tee AccuTrac® Flat Plate or Drill -Tec AccuTrae Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Mx durum Design Pressure —45 psf, See General Limitation # GAFGLAe FlexPlym 6, GAFGLAS* #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Max in vm Design Pressure -52.5 psf, See General Limitation #7) ... • vv., aaMV 1va11[ lrV, liMl/VlylLL 1.1VFO%7j"%M- 0 0 9 base sheet attached to deck with approved annular ring shank nmis'&Id tan cap§ of . • a fastener spacing of 9" o.c. at the 4" lap staggered and in two rovas? §% g . in the • field • •" 0.0'0 (Maximum Design Pressure —60 psf, See General Limitation #7)• ..... ..... GAFGLAS® #75 Base Sheet or any of above base sheets attached thO cj;mth ' . • • • Drill -Tec #12 Fastener, Drill -Tec° #14 Fastener or Drill -Tec"' Xftb P"kener • and Drill -Tec ' 3" Steel Plate, Drill -Tec"° AccuTrae Flat Plate or $fi1la &V AccuTrae Recessed Plate installed 12" o.c. in 4 rows. One row is ip the -Z' side* lap. The other rows are equally spaced approximately 9" o.c. in the of the • sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 13-0424.14 Expiration Data: 11/06/14 Approval Date: 10/31/13 Page 25 of 29 0000.. 00.0•• 00.0•; 0000•. . .000• .00.00 90.00. . • GAFGLAe #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec ' #12 Fastener, Drill -Tech° #14 Fastener or Drill-Tec'm`XH'D Fastener and Drill -Tec"' 3" Steel Plate, Drill-Tec'm AccuTrae Flat Plate or Drill -Tec"" AccuTraco Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Mazimm Design Pressure —7$ps ,, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAe FlexPly 6, GAFGLAe #80 Ultima Base Sheet, Ruberoie Mop Smooth or Ruberoido 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq. Membrane:. One or more plies of Ruberoido Mop Smooth, Ruberoie Mop 170 FR, Ruberoie Mop Granule Roo&%tcO SBS Modified Granular, Ruberoie Mop Plus Granule, Ruberoid 20, Ruberoie 30, RuberoieEnergyCap7 30 FR SBS Membrane, Ruberoid7 30 FR or Ruberoie Mop FR in adhered in a full mopping; of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoie Mop Smooth, Ruberoie Mop Granule, RooiMatchrm SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoie Mop Plus Granule, Ruberoie 20, Ruberoie 30, RuberoieEnergyCap-30 FR SBS Membrane, Ruberoie 30 FR or Ruberoid® Mop FR adhered in Matriem 102 SBS Membrane Adhesive at an application rate of 1-2 galJsq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application I nstructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved 2. 3. as" at 60 lbsjM.-- GAFGLASu Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used a4a primer with' • • 00 Topcoat® Elastomeric Roofing Membrane) or Topcoat Surface Seal SB appl d A to 1;5 ; ,, gal./`.sq. 000000 '1600•• Maximum Design • • • 6 Pressure: See Fastening above ... • 6 • 0000.. • :0000. NOA No.: 13-0424.14 e Expiration Date: 11/06/14 APPROVED I Approval Date; 10/31/13 Page 26 of 29 00'1'1;• '1000.. 00'1'1•; • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS* FlexPly' 6 when used as a mechanically fastened base or anchor sheet. ' 2. Minimum '/4" DensDecle Roof Board or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LmTATms: I. 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 20-401bsJsq., 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 12 lbsJsq. 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 lbf., as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field-tested, are below 275 lbf, insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base 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 105 444 calculations in compliance with Roofing Application Standard RAS 117. 0"96.- 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirentent9 'of these• • • areas. Fastener densities shall be increased for both insulation and base sheet as calf�tpd in • • • • compliance with Roofing Application Standard RAS 117. Calculations prepared, si,anad sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Rogf Consulta$f • (When this limitation is specifically referred within this NOA, General Lin itati'ou." will not be applicable.) • • ; •' : • °:. ° • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination %signs shall conform to Roofing Application Standard RAS 111 and applicable wind load reQil U nts. • .•••• 9. The maximum designed pressure limitation listed shall be applicable to all goof pressure zopes (i.e..• field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be penmi or •"' enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and cornnee� • • • (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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0424.14 EExpiration Date: 11/06/14 "'ED,' ' Approval Date: 10/31/13 Page 29 of 29 MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.nov/economv GAF 1361 Alps Rd. Wayne, NJ 07470 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 Timberline HD®, Timberline® Natural Shadow®, and Timberline® American Harvest Shingles 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. • 0 * 0 *"as • TERMINATION of this NOA will occur after the expiration date or if there has been a revigion o change in,#W 0,0000 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endor s �ngggtof anypt�8uct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to* with an� 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 tmo follow%cj ]!y the • • • • expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, tlien it shall be done ' . in its entirety. 9609600 • •"' • • INSPECTION: A co of this entire NOA shall be •' ' ' • • • • copy provided to the user by the manufacturer oratsdis�ributors+•esid' shall be available for inspection at the job site at the request of the Building Official. • • •' This revises NOA # 11-1122.44 and consists of pages 1 through 6. The submitted documentation was reviewed by .Alex Tigera. NOA No.: 13-0419.04 MlAMI•C�4DE OUNTY Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Categoa: Roofing Sub -Category: Asphalt Shingles Materials Laminate Deek Type: Wood SCOPE This approves GAF Timberline HD®, Timberline® Natural Shadow®, and Timberline American Harvest® Shingles as manufactured by GAF as described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description 1. Tampa, FL Specifications GAF Timberline HD® 13'/4x 393/8" TAS 110 Fiberglass reinforced heavy weight asphalt Manufacturing •• .• roof shingle, with a laminate profile Locations #1, 2, 3, 4, 5, 6, 7, 8 •••••• •••• • GAF Timberline® Natural 13'/4 x 393/; TAS 110 Fiberglass reinforced heavy weight asphalt Shadow® • • • •,**see 0•' roof shingle, with a laminate profile Manufacturing • ". • • Locations #1, 2, 3, 4, 5, 6, 7, 8 •.' ..•••• •••"• GAF Timberline® American 13'/4x 393/; TAS 110 Fiberglass reinforced heavy weight asphalt Harvest® roof shingle, with a laminate profile Manufacturing Locations #2, 5, 6, 7, 9 MANUFACTURING LOCATION 000 •'•••• ••••�• 1. Tampa, FL 2. Michigan City, IN • ••.• •"• ••••:• 3. Mobile, AL •• .• �....: 4. Baltimore, MD •••••• •••• • 5. Myerstown, PA ' • • • • • • • • • 6. Ennis, TX • • • •,**see 0•' • • • • 7. Tuscaloosa, AL • ". • • & Dallas, TX •.' ..•••• •••"• 9. Fontana, CA. � _ • •"' • NOA No.: 13-0419.04 Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 2 of 6 EVIDENCE SUBMITTED Test A gency Test Identifier Test Name/Renort Date Underwriters Laboratories, Inc. ASTM D3462 I ICA48924 10/24/11 Underwriters Laboratories, Inc ASTM D3462 IOCA21994 04/22/11 Underwriters Laboratories, Inc ASTM D3462 IOCA28717 07/26/11 Underwriters Laboratories, Inc. ASTM D3462 05CA47541 11/10/06 Underwriters Laboratories, Inc. ASTM D3462 06CA31580 11/30/06 PRI Asphalt Technologies, Inc. ASTM D3462 GAF -101-02-02 11/02/05 Underwriters Laboratories, Inc. ASTM D3462 06NK05159 08/09/06 PRI Asphalt Technologies, Inc. ASTM D3462 GAF -09802-02 11/08/05 Underwriters Laboratories, Inc. ASTM D3462 02NK41809 08/11/02 Underwriters Laboratories, Inc. ASTM D3462 03NK26444 10/17/03 Center for Applied Engineering ASTM D3462 257989 05/13/97 Underwriters Laboratories, Inc. TAS 107 OINK45803 04/13/94 Underwriters Laboratories, Inc. TAS 107 06NK05159 08/09/06 Underwriters Laboratories, Inc. TAS 107 04NK04273 02/20/04 Underwriters Laboratories, Inc. TAS 107 05CA42840 11/11/05 Underwriters Laboratories, Inc. TAS 107 02NK41811 11/11/02 Underwriters Laboratories, Inc. TAS 107 03CA35209 10/17/03 Underwriters Laboratories, Inc. TAS 107 04CA13850 08/30/04 Center for Applied Engineering TAS 100 257989 04/01/97 PRI Asphalt Technologies, Inc. TAS 100 GAF -04402-01 01/13/04 PRI Asphalt Technologies, Inc. TAS 100 GAF -098-02-01 11/08/05 PRI Asphalt Technologies, Inc. TAS 100 GAF -101-02-01 11/09/05 PRI Asphalt Technologies, Inc. TAS 100 GAF -116-02-02 03/23/06 PRI Asphalt Technologies, Inc. TAS -100 ELK -083-02-01 10/16/02 ELK -084-02-01 10/15/02 ELK -085-02-01 10/14/02 ELK -086-02-01 10/24/02 ELK -087-02-01 ELK -088-01-01.'. 9"M21/020000@0 0 0%16/02 .' ELK -1 07-02-M *:00 . VJOJ09/03 ....:. ELK -108-04- 1::: 1,0/09/03 ELK -109-02-41.. •dQiQ9/03 • ' .... LIMi uoNs •••••• •• ••••• 1. Fire classification is not part of this acceptance; refer to a current Approved Roofingetkferials Difectory for fire ratings of this product' • 2. Shall not be installed on roof mean heights in excess of 33 & • • •"' 3. All products listed herein shall have a quality assurance audit in accordance with th'e Florida Wiling Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 13-0419.04 MIAM�•�1D@ CouN7Y Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 3 of 6 INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A', attached. 5. Nailing shall be in compliance with Detail 'B', attached. LABELING 1. Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County Product Control Approved". MIAMMADE COUNTY 1 a a -.- 1171 O BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 13-0419.04 Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 4 of 6 0000 • 0000 0000.. • • • • ; . 00 '. .... 0000.. 0000.. 0000.. 0000 0000 V*so: • • • 00• 00000 0000 0000..• -00:: 0000. • 0000 0000.. goes*- :00:0: :00 • 0000 • • .00000 0000.. •00• ; 0000 0000 NOA No.: 13-0419.04 Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 4 of 6 DETAIL A COURSE LAYOUT NOA No.: 13-0419.04 CMLMD COtJMY Expiration Date; 02/21/17 Approval Date: 07/11/13 Page 5 of 6 0000 • 0000 0000.. 0000 0000.. 0000.. 066.60 0000.. 0000 0000 • •000000 66666 0000 6 0• 66666 0000 066660 00000 0000.. • . .6 66666. • 0000.. 0000.. 0060 •666 • s NOA No.: 13-0419.04 CMLMD COtJMY Expiration Date; 02/21/17 Approval Date: 07/11/13 Page 5 of 6 DETAIL B OVERALL DIMENSIONS AND NAILING PATTERN low 39 (IM)-------� (7 m} 14-1/27- 17-112" 14-1/2'- 17-1fT --66--12„ - 9-1412" -6-112" alt guide line aes-za1mo) -1 05_M9 1 534 -6-1/4' 1 (334 — _ _. 0 — -♦- -- — _ — (146mm-159mm) 4T iff 2 1/E' from bottom of shingle -7!f seal adhesive on fuck ENHANCED NAILING PATTERN - six nails per shingle* • required by some local codes and required for enhanced vAnd coverage on certain products. See 6mlted warranty for detalls. These shingles MUST be nailed a nominal 6" (152mm) from bottom of of shingle, above the cut outs, as shown. Nails must not be exposed. END OF THIS ACCEPTANCE MIAMI•DADE COUNTY NOA No.: 13-0419.04 Q� Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 6 of 6 goes • • 00*000 .. • : •••g .... •••••• ...... • ...... .••. • • •••••• ••••• gess • • •••• 9009•9 966996 •••••• • • MIAMI•DADE COUNTY NOA No.: 13-0419.04 Q� Expiration Date: 02/21/17 Approval Date: 07/11/13 Page 6 of 6 A-1 ENGINEERING SPE TION SERVI ES.INC 7066 SW 4e Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 September 4m 2014 FASTENER9S CALCULATION ESTRADAROOFING 9710 NE Z AVE MUM SHORES FL ALL ROOFING DIMENSIONS WERE PROVIDED THE ABOVED ROOFING CONTFACTOR 0000 • • 0.000. 0000 00.00• • • • 00.00. 000009 ***000 *0000* :*:06: • 0• •000 0000• 0000:. 0.•000 - • .000.. "f 0000 YENAN Tt LWVA P.E 7066 SW 40 Street Miami, FL 33155 Tel: 786-398.9179 Fax: 786-800-2627 September 4,201A1 ENGINEERING INSPECTION SERVICES INC swww �u • • � w,... � �. ww. r r..�.. ..ww www w.4w '. � v ww.. CONTRACTOR ESTRADA ROOFING JOB ADDRESS 9710 NE 2 AVE LOW PITCH ROOFS FASTENERS CALCULATIONS Description Flat Roof Roof Mean Heght: 15' NOA No: 13-0424.14 Roof System Manufacturer. Deck Type: WOOD BaseSheet & Fastener Type: BASE #75 11/4 RS NAILS 5/8 TINCAP Ply Sheet & Method Type: GAF BUR Roof Area = 13.700' Maximum Design Preassure from the specific NOA: -52.5 psf Scope of Activity & Findings: Minimum Design Wind Uplift Preassure from Wind Load Calculations: (See Attach) Field = -40.05 psf @ 9 in o/c on laps and 2 equal rows 9 Perimeter = -67.2 psf @6 in o/c on laps and 4 equal rows 6 Comer = -101.15 psf @4 in o% on laps and 6 equal rows 4 cclap= 2 Net width(ft)= Nw = (36in - 4in) Nw = 2.8 ft 12 in Net length (ft) N1:= (100) Nw I= 10.7 in GC Number of fastener per square space = 9 Side laps row = fl: _ 1 ) Ni fl= space 1` (1 * 1) Center row = Ftl2 x per fasteners Fy= fc: = 1 'N1,space 12 (2* 1) Total = fl + fc FT:= 100 Total 52.5 * FT fc-- 35.3 ft (to make one square) Total = 141.2 fasteners/sq FT= Fy = 0.71 37.2 lbf ...• .... .... 0 47.1 fast h&* /�Sq 000 *see 94.1 fasteneWs . • % - Total = 141.2 fasteners/sq FT= Fy = 0.71 37.2 lbf General Equation: Al ENGINEERING INSPECTION SERVICES INC 7066 SW 44 ST MIAMI, FL 33155 PN: 786-398-9179 FAX 305-485-9011 LAB CERTIFICATION No. 10-0512-01 FS--Fy x 144/P x Rs Results: Field Area= fa:= Fy * 144 fa-- 12.5 in (Field * 10.7* -1) fa> 9 oc/ ok (P I) Perimeter Area= fa-- Fy * 144 fa-- 7.4 in (Perimeter* 10.7*- 1) fa> 6 oc/ ok (P2) Comer Area= fa= Fy * 144 fit= 4.9 in > (Comer * 10.7* -1) fa > 4 oc/ ok (P3) 001" .. . 100 .. . .. .... . 0... A-1 Engineering Inspection Services, Inc 7066 SW 44tb Street Miami, FL 33155 Tel: 786-398-9179 Fax: 305485-9011 alroofinVMion@gmaii.com LAB CERTIFICATION # 10-051201 Date 9/4/2014 Project No. 1550 Company Name ESTRADA ROOFING Designed By JCM Address 1738 SW 57 AVE Description Description City : MIAMI Customer Name : DANY State : FL 33155 Proj Location : 9710 NE 2 AVE Input Parameters: Directional Procedure All Heights wilding (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 m h Structural Category - III Exposure Category = C NaturalFrequency N/A Flexible Structure No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am 0.15 Bm = 0.65 Cc = 0.20 1 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht = 15.00 ft Type of RoofFLAT _ RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at Eave= .00 ft overhead Type = No Overhang Bldg Length Along Ridge = 142.00 ft Bldg Width Across Ridge= 130.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 - 0.85 • • •••• •••• • • • . •• • Gust Factor Category II Rigid Structures - Complete Analysis ••. •••• Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 = 15. Qq,ofitid 0.2 g.••• • •• • •.. ••• Lzm: 1*(Zm/33)^Epsilon 427.06-Tt• ••• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.890;0•• ••;..• ••• Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.8 • • Gust Factor Summary .• • • •• Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 •• • • 7066 SW 44!' Street Miami, FL 33155 Tel: 786-398-9179 Fax: 305-485-9011 e � ` A-1 Engineering Inspection Services, Inc 7066 SW 441 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 305-485-9011 alroofinsDection@gmail.com LAB CERTIFICATION # 10-051201 Date 9/4/2014 Project No. 1550 Company Name ESTRADA ROOFING Designed By JCM Address 1738 SW 57 AVE Description Description City MIAMI Customer Name : DANY State FL 33155 Proj Location : 9710 NE 2 AVE 7 8 �� - - -L , 1 1 i Roof not shoxm 5 a 4 i , 1 r - --- r- . �� S WAS �4 Gable Roof 0 =-- All pressures shown are based upon ASD Design, with a Load Factor of • • • ••• • • ..••.• All pressures shown are based upon ASD Design, with a Load Factor of • • • ••• • Width of Pressure Coefficient Zone "a^ _ = 6.00 i'te• •••• •egos• • •• Description Width Span Area Zone Max Min Mag P• Mill P :••••• • ft ft ft^2 G1Cp GCp psf • ]DEC 0 lose• e • 0000 FIELD 3.00 3.00 9.0 1 0.30 -1.00 16.29 -40.05 PERIMETER 3.00 3.00 9.0 2 0.30 -1.80 16.29 -67.20 CORNER 3.00 3.00 9.0 3 -0.30 -2.80 16.29 -101.15 7066 SW 40 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 305-485-9011