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136 NE 96 St (5)BUILDING ELECTRICAL PLUMBING ROOFING Legal Lot Description MIAMI SHORES VILLAGE, FLORIDA PERMIT Owner of Building £ t• Architect n Contractor "_,,% or Builder - Z--‘...'- • Jla CONTRACTOR OR BU.DER N9 7696 Work to be performed under this Permit_ Signed: Contractor's License No. Fswal Subdi- vision Address of /3L ‘ � _ Value of s• ""'" � Amount of Building Project $ 5 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder ompliance with • ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to - proper authorities o Miami Shores Village. In ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY MOT BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Lot Description Address jj Building 3 fP ❑ 0 CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE to PERMIT B1 N9 7636 Work to be performed under this Permit BY //,- u / 44" Subdi- vision Value of Project $ Contractor's {} 3 License No. d Amount of Permit $ AUTHORITY 19 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. t' � 4 -y INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in mpliance with all 6rdinances aad regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AOOT ` Architect Contractor or Builder Legal Description Lot Address of C Building /�� CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA BUILDING ❑ ELECTRICAL D DATE C" Cet PLUMBING ❑ PERMIT N? 8779 Contractor's ,. License No '' ROOFING ❑ Work to be performed under this Permit Owner of Building f Bl. Subdi- vision Sq. Ft Value of s , Project $ • I'f BY , Amt. of Permit $ t) 1954_ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the.statements jec specifications and that `e assumes responsibility for work done by his agents, servants or employees. / r Signed • INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all . inances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities o • iami Shores Village. In accepting this permit I assume responsibility for all work done by either, m yself, my agent, se7.811t or employee. AUTHORITY 7 Disapproved _ ( Signed) Chairman _ Member Member _ _ _ Cow cif Approved MIAMI SHORES VILLAGE Date BUILDING INSPECTION DEPARTMENT 4 APPLICATION FOR BUILDING PERMIT Applicat on is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing o. other stru ture he ein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores V_llag -, F orida, and all previsions of the Laws of the State of Florida, all ord'nances of Miami Shores Village and all rules and regulations of the Building Division of Miam Shores Village sh 11 be con plied with whether her in specified cr not. A cop of approv d plans and specifications must be kept at binding during progress of the work. Da.e Date_ PLANNING BOARD ._ DATE Member Member Me: _ber D Approved _ _ 4. —_ , No. . ii‘ Owners Name and Address _ , a - Registered Architect and /or Engineer __ t. Name and address of licensed contractor _ ___ _ 4 C % _ – _ /9,ek . A Location ^nd legal description of 1_ t to be b on: f x Lot_- -- _ __ -- _ -- _ --_ -- Block S u b d i v i s i o n- _ -- -- -- - - -- - - - -- - - - -- Street and Number where work is to be done_ /_6___ .__ �. -- _ ..r � _d___ _ '� '�>�, State work to be d •.- e d pure o of building (by floors) ___ - -� __ �_ _ _ _ . 7 „. _ - -- __ . - ?- :.-ff° _ �- and for no other purpose. New Building _ ___ ___ _ _ Re deling . _ __ - Addition_ _ _ __ _ _ Repair __ ___!. _ _ No. of Stories __. _ . .. To be constructed of _ _ _ Kind of foundation _ ___ _ _ Roof C verin�s..7 ? ` /-- FC'`` ®. - � `' Estimated Total cost of improvements $ .__ _ __. /- _ ___ o __ �!_ __ _Amount of Permit $ __� . _ _ . Zone cubage required_ . ._. _. __._ _ ___ ._.. _ _ _ ___ _- __ _ .__ _ -__ _ _Plan Cubage _ Distance to next nearest building_ . _ __ _ __ __ .. _Size of Building Lot__ Maximum live load to be bcme by each floor. I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to - - The undersigned applicant for this building permit does hereby certify that In understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him m the work to be performed u -der this permit; and will post or cause to be posted for inspection on the site of the work such .ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, oryiyork to be pe -fo - . under this permit, as are licensed by Miai_ i Shores Village. Remarks -- -- --- (Signed ) Notary Public, State of Florida Building Inspector My Commission Expires __ STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly :- to administer oaths and take acknowledgments, personally ap- peared -- - __ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of he above described construction, thai he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. / Per it No. ___74 3 -.� - . Date_ _�_ — _ /S- c 6 - - Read, Sworn to and Subscribed before me. _ _ Date NOTE: A charge of $1 00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board A re- i.i_pec` u fec of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date J/ /9 Job Address 6 A/C b ` rte 1 Description / Lessee / Tenant ) f ' y Owner's Address /36 A✓6 9 a '°"sj 14-»" Contracting Co. 6 141A4 Address Qualifier SS# - - Phone State 0 Municipal 0 Competency 0 Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROO G G FENCE SIGN WORK DESCRIPTION ,4 4rx Alist-N- 'el,/ 460e a21.4 0a61-.{ g 7 .... 0v Square Ft. Estimated Cost(value) fi--,0u/ (Jo WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President Nothry * tiV6 - ,3 =� • y ` •` A er- Builder My Commission Expires: My :C iss n &MAO NpwnEt. a L 1 * COMMISSION NUMBER s CC401261 ** * * * * * * * * * * ... m A 1� MY OMMISSI�N EXP. * ** F\- AUG. 17 1998 FEES: PERMIT l) RADON C.C.F. NOTARY 3- c TOTAL DUE Li r) E APPROVED: Zoning Fire Building Mechanical Plumbing 2 Tax Folio f14 Master Permit 0 Phone 7 r-' - 5-02) L Sign /ture of Contractor /or Owner- Builder Dater' Other 4 1 / $ Electrical Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 17Z "0e 6(7Job Address ).3f / J/ q S j Tax Folio Legal Description . M (11;4 TL: 1 Cr Historically Designated: Yes No ✓� Owner /Lessee / Tenant E.) tSL% 11 E, p S CA oe, ( Fi F `1 Master Permit # — l 1 30 en Owner's Address ,. 3 / 'P' 76 "T Phone Af. Contracting Co. �'j Esc 1/‘ t l_ Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL FO PAVING FENCE SIGN WORK DESCRIPTION e erAPJ ( / ef' `► . . ef/`C Square Ft. gr 1 :5 % 026,14 F° 7 Estimated Cost (value) Notary as to Owner and/or Condo President Date My Commission Expires: �/ , P FEES: PERMIT (pl7. RADON C.C.F. NOTARY Notary as to Contractor or Owner - Builder at My Commission Expires: L f .. f / �j WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. 34/J61100-r Ex2dee egifa Signature of owner and/or Con. p 'resident Date Signature of Contractor or O - Builder Date BOND TOTAL DUE APPROVED: Zoning Building y 0 //7 Electrical Mechanical Plumbing Engineering MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date 7/ / // ?(L__ Owner's Name and Address__ t . ] _ 0 _ raCe _ j0 � I t 'd J1 No 1 .3b Street_ 22, l?__ , 9� Lot—___ STATE OF FLORIDA, COUNTY OF DADE. ss . Registered Architect and /or Engineer Name and address of licensed contractor ay_21 /2E1 )- ( 51 �i 33 0 ns_ Location and legal description of lot to be built on: Block Subdivision Street and Number where work is to be done Svte ork to be done and purpose of building (by floqr )C1 _ , _. ____ ill of li New Building Remodeling Addition Repairs B^ and f i no other purpose. No. of Stories -_ ____t g ' - To be constructed of Kind of foundation oof Coverin _ ,�Z Estimated Total cost of improvements $ 475-,_O 6 ____________ of Permit $ R Zone cubage required_ _____— ___Plan Cubage Distance to next nearest building ___ __Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_____—___________ The undersigned applicant for this building petmit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such A subcontractors, on wpfk to be performed under this permit, as are licensed by Miami Shores Village. Remarks_--_--- ___ -__ ( Signed Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. st Permit No / rO 26 Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida ( Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ____ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper r Mire for inspection or faulty materials and /or workmanship. Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATEBPEOT AIVWERM11' CARD.• AppTing for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monddy'tlirouglt Fridefrom 7:'30 a.m. £o e.0Up.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANIT RYC ONDITIO flee from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DE111R16. • • • • • • 4. SWALES MUST BE PROTEelt,D FROM BEING DAMAGED BY EQUIPMENT OR1/IEHICL6S, A� AA' NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. • • • • • • • : • • • : : • • • 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STA • • FLORI . , C • UNTY OF MIAMI -DADE ignature of • • Print Name Sworn to and subscribed before me this Signature of Notary Public - State of Florida SEAL: Type of Personally known 6 "0 uc� rmy day of.l ens Produced oduced Identification c� ' MATA Notary Public o- - State of Florida • kfyComm s ea Aug 11,21306 ; t Commiaaion 8 D0125649 O OOOO O Bonded By National Notary SEAL: • • • • • • • • • • • • • • • • • • : :: • • • : PERMIT APPLICATION STATE OF ORIDA, CO OF MIAMI -DADE Sire of Contractor / Qualifier 7 /4 ore/! e (1 art ny(er Print Name Sworn to and subscribed before me this - day of • Personally kno Type of Identi Signature of Notary Public - State of Florida A11RIAki E. : } t 1.,;,�t or Florida '''' `Band �taaion tt• L� A a BI otary SAssn. uced Identification CONTRACTOR( Name ( r , i OC./ &✓ �hC License No. / ( 96 , 5—C . ( [ Address a a3 &c./.) 13 t t .c, = ':LaL_ Telephoners A s a c 6 alt 2 Fax t Naame O W Qualifier / r ep ( e of 626u �oy � PROPERTY OWNER New Construction Name /� / _ poi," e-r L rou rh PAN7 Address /36 //.( fc' y Alteration Exterior Home Telephone /: foci Repair Business Telephone se6 z�J (� Alteration Interior Fax Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step I. Complete the attailitel p :rnit aj/plicatin tn4>icfi n'trslbe signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to alto .fo, emare :cclitr ur•cessi. gof your application. If roofing work will be done, a roofing application must be submit- ted along with this Dermot aPplocaiio.. • • • • • • • ••• •• Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Address Folio Number Description of Work Lot Block /7�n� It 4...e.:••••-•-- Subdivision PB PG Zoning OU Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other •• •• • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •.• • • • • ••• • • • • • • • • • • • • • • ••• ••• 36 NZ 6 14 ,5" • • ••.. • • 000 • • • •• • •.• • Apt. Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT CHANGE (✓ ) ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. ALLA., City PERMIT APPLICATION State Zip Linear Feet Square Feet (90 Units / Floors Value of Work (2.0 O- c b Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Applicant: JENNIFER CROUCH Cn Owner: CROUCH JENNIFER JOB ADDRESS: 136 NE 96 ST (-- Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 12/9/2002 Contractor COURNOYER INC Contractor's Address: 7223 SW 134 PL Local Phone: Parcel # 1132060132680 Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 9 TO 11 INC BLK 20 LOT SIZE 150.000 X TO r THE ORDER OF Signed: Fees: FEE2002-7012 FEE2002-7013 FEE2002-7014 RO COURNOYER, INC. 4-80 DBA JOHN'S ROOFING 7223 S.W. 134TH PL. 386-8313 MIAMI, FL 33183 00 0 70 3 611 1:0 700611 3 2:2 L 10 - rr with tne plans, uidwillyb, myself, my agent, servants or employes. Building Permit Permit Number: BP2002-2115 rior: -Page 1 of 1 Description Amount Building Permit Application Fee $60.00 Buildier's Bond $300.00 CCF $1.80 (Contractor or Builder) t•Ini an DATE S S L flr Total Fees: $361.80 Total Receipts: $0.00 7036 63-643/670 /,2-/a r\ BRANCH 13093 DOLLARS $ (2) 66 L'="•° M. . e-inspection ation herefor in strict compliance with all ications that may have been submitted to or if the plans are changed without ionsibility for a thorough knowledge of the that he assumes responsibility for work done )ns pertaining thereto and in strict conformity responisibility for all work done by either BY: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Contractor's Name Cc qin45 e �� K Job Address . E6 fix ‘c-/ ROOF CATEGORY Low Slope ❑ Asphaltic Shingles ❑ . New Roof g90 ❑ Mechanically Fastened Tile ❑ ❑ Metal PaneUShingles ❑ Re- Roofing ❑l Prescriptive BUR -RAS 150 ROOF TYPE ROOF SYSTEM INFORMATION Process No. Mortar /Adhesive Set Tile Wood Shingles /Shakes ARE THERE GAS VENT STACKS? YES 0 NO TYPE—NATURAL 0 LPGX 0 ❑ Recovering ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SSF)q /10 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. 1■■. ■..■ . 1■ ■.. ■■■r..r ...r ■. ....■ MUMMER .■r.rr■ ■ ..■ Bu iC:C : Q ! I C: "' t mu n `rr ■■ C. ■.r■ ■... • : C : C6 CQ r ■ .CCDi 1■ ■ ■C■ � r: ■ ■ G■■C:G■■■■ ■ E C G MINN CC�� C C ■■ ■■ Ir . C .. rr.rr ■.r■ � . . ' uC C■ ■ ■G r C i : r. r■ :: 1. 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Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: GA' C NOA No.: 0 1i_ OS21 -Q 1 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: — S Pmax2: — 373 /-3 Pmax3: "' 131- 4 Max. Design Pressure, From the Specific NOA System: — S2.5 Deck: ^� Type: Gauge/Thickness: 3/6 Slope: %Z Anchor /Base Sheet & No. of Ply(s):Ga GbaSS BASE Ancr or /Base Sheet Fastener/3onding Material: St-16v— AI Al It i5/$. Tiva /A . Insulation Base Layer: Base Insulation Size and Thickness: AI /A Base Insulation Fastener /Bonding Material: /Ii, Top Insulation Layer: N r/y Top Insulation Size and Thickness: AJIA Top Insulation Fastener/Bonding Material: ' IA Base Sheet(s) & No. of Piy(s): N �/A■ Base Sheet Fastener /Bonding Material: l� Ply Sheet(s) & No. of Ply(s): G A.-a Ply Sheet Fastener /Bo ding ne at laSTi� l S h a is Top Ply: GAc CA tS w p y e - Top Ply Fastener/ Bonding Surfacing: N/A Fastener Spacing for Anchor /Base Sheet Attachment Field: . ." oc @ Lap, # Rows 2 © / ° oc Perimeter: 1p " oc @ Lap, # Rows4 @ " oc , •1 Comer. • oc @ Lap, # Rows 6 @ " oc Number of Fasteners Per Insulation Board NIA Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, 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. poi, Parapet Height Mean Roof Height UHF (,UGoD' N0A1 llus./W6YEET ROOF COVERING MATERIALS (TEVr) . FING SYSTEMS (16111)—Continued and ovedayment board are offset 6 in. with the joints in the is . part of the roof system, it must be placed below the • ' co ld. Tiles of " ALAS Ply 4' or "Ply 6" may be adhered to ....tit,. asphalt U'bble Base Sheer' may be mechanically attached or t+ '. ` fir norhcombhrs dew and as a recover over existing roof '✓ `te may be utilized as a cover board over "EVERGUARD" t .. ".... " n fo0pwhorg systems. R ' " FJ4 FELT Sy S Val HOT ROOFING ASPHALT �' " .,• it mat base sheet 6AFGLAS 175 Base Sheet' or " GAFGLAS � Bas is a suitable alternate for Type GI asphalt glass Ply r, ("GAFGLAS„.. below. 4" or " GAFGLAS Pty 6") in the Class A. B or C roof d may first be covered with a Type G2 asphalt glass mat base Strata Ply) perforated' or " GAFGLAS Stratavent Perforated to be mopped and nailable to be � ' attached granule side down. Type 62 asphalt glass mat base sheet ("GAFGLAS 975 Base PO Prennum Base Sheet' or "GAFGLAS Sthatavent (Vent -Ply) wind* ��,) may be substituted for Gi asphalt glass fiber ply. sheet gsrAs fly 4" or " GAFGLAS Ply 6") as the nailed base ply in the following b o ply or base sheet may be solid mopped, spot mopped or mechanically mu ° theorise indicated, allinsulations may be hot mopped or mec Aline' rk SAWS pond or 'Ruberoid" say be used for flashing in any of the Class B or C systems "listed belovr. rtyeh 'pate' is refeenced, this u%d des "GAFTEMP PERFSAIfie' or any ter UL Classi Pete insubton. :rushed scone or slag are suitable alternates for gravel in any of the Class A, car C syste mUsted. 'bieural oement'frbei yuitdsr g uris are considered sudabte to be included a dot inthe.foroarir Class A. 3 x t systems itte; over C-15/32 or NC. "se of 4,'psrra, Doar3 order any of the followrag mss A. 3 or C.systems vs not adversely ere= tie sting. The :se of 1,'2 in. min gypsum board is • ; .�co.ptable alten ate •for in atnon os-e: C -15,32 des. The one of polystyrene irsi:tatioo board between rain 3/4 in. • perlite board >a dux with rosin papa: (pedite /rosin paperer /potistyrene /penile) is a Uric, alternate for isocyanurate board in the following Class A, B or C stems • 'filkFTEMP Isotherm RA ", "GAFTEW:? Tapered Isotherm RA" and "GATMP swpasite A" may be substituted for any isocyanurate insulation in any of the Cowlbg Classifications rrmnbigi "Pena Mop' may be utilized with any of the following "Asphalt Felt stets, with Hot Roofing Asphalt". A GLAS no Premium Base Sheet may be used in any of the following stems Class A, B and C. • rnofing asphalt, for use with organic and glass felts or modified bitumen Class A Dead C-15/32 Incline 3 Insulation (Optional): One or more layers petite, wood fiber, glass fiber, isocyanurate, urethane, perliteeisoryanwate composite, petite/ • methane composite, wood fiber/isocyanurate composite, phenolic, any thidmess. • ppl�yy Sheet Three or more layers Type 61 'GAFGLAS Ply 4' or 'GAFGLAS Ply e`; hot mopped. 6raveL 4 Dede C-15/32 Iodine 2 • Insulation (Optio4): One or more layers pedite. wood fiber, glass fiber isocyanurate, urethane, pertite/isocyaninate composite, perlite/ Urethane composite, wood fiber/isocyanurate composite, phenolic, any Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4' or 'GAFGLAS Ply . Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet'. Deco KC. Indine 2 Insulation (Optional): One or more layers pedite, wood fiber, glasi fibe4 isocyanulate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/rsocyanurate composite. phenolic, 2 in. max. I Sheet: Two or more layers Type GI " GAFGLAS Ply 4' or 'CAMAS Ply Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet'. Delia NC Incline: 1 /2 • Insutafinn_ One or two Layers "Isotherm ft , 4 in, max, hot mopped. ' ROOF COVERING MATERIALS (TEVI) ROOFING.SYSTEMS -- Continued Ply Sheet Any UL Classified gravel mat 133 1•. , .1 - 15/32 Incline 1 • Slip Sheet (Optional): Red rosiG d to deck Sheet' (coat le!' Sheet: One layer of type nailed). 61'GAFGLAS 4" or G AFGLAS P ly Ply Sheet One or more layers of type 6". of T G-3 ' GAFGLAS Mineral Surfaced Ca One fiber NC G 2'GAFGLAS 075 Base Sheer. P ty Sheet Sheet: One layer La of Type 61 " Pty 4' or GAFGLAS Ply Ply Sheet: One or more layers of Type GAFGLAS 6'. Cap Sheet One Layer of Type G-3 "GAFGLAS Mineral Surfaced Cap Sheer. . Deck C-15/32 Iodine 2 Insulation: One or more layers pate, glass fiber, isocyanurate, urethane. perfitelsocyanurate composite. perlite /urethane composite. phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type GS. G2 or G3. Membrane: One or more layers of "Ruberoid Torch' (smooth' or granule), "iluberoid Torch Plus" (granule), "Ruberoid Mop" (smooth .or granule) or "Ruberoid Mop Plus" (granule). .Cap Sheet " GAFGLAS Mineral Surfaced Cap See', hot mopped. 8. Dedc C-15/32 wood fiber, glass Insulation (Optional): One or more layers � fiber, isogranurate, urethane. perlite/isocya urate Imo 4 any. urethane composite. wood fiber/isocyanurate composite. p thickness. of Type c,2 or c,3. - Base Sheet Two or more layers Ply Sheet (Optional): One or more layers of Type 63. Membrane: One or more layers of "Ruberoid Torch' (smooth or cranute). "Ruberoid Torch Plus (granule), "Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus" (granule). • Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheer. hot .hopped. • Class B • 1 Deck C -15/32 Incline: 3-1/2• _ • Insulation. (Optional): One or more layers periite, Wes' fibe, . glass fiber isocyanurate. urethane, perlitefnsocyamuate composite, pettiter urethane composite, /rood -fiber/nsocyanhnrate composite. -pthejsp, any thidmes. Ply Sheets Two a more layers of Type 61 'GAFGLAS Ply 4'.or "GAVfil S Ply 6' 2. Deck iodine 3-1/2 C -15/32 _diu, wood fiber, cars fiber, (Optional): urethane. One or mrlite / layers composite, p ?th/ fiber, hoc c a omposi t urethane, � composite. pheno any urethane composite, wood niter /uocya • thickness. of Type Gi, 62 or c,3. Base Sheet Two or more layers ype or 9ranhde), Membrane: One or more layers of "Ruberoid Torch" 'Ruberoid Torch Plus" (granule), 'Rube:cid Mop' (smooth or granule) or - . "Ruberoid Mop Plus" (granule). mopped. Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet', hot m • Cap Sheet Type G3 ' GAFGLAS Mineral Surfaced Cap Sheet , •hot mopped.. ' Class C Iodine:.1/2 1. Deck C-15/32 . Insulation (Optional): One or more layers Mee. w ood fiber, l ass fiber, isocyarwnate, urethane, p, composrt4 urethane composite, wood fiber /rsocyamrrate composite, P heno any thiccness. layers of Type GI'GAFGUS Pty 4" or'GAFGlAS Ply Sheet Three or more laye ype . lily 6'. Surfadng Roofing Bitumen' 20 Los /sq. •' COAL TAR FELT SYSTEMS HOT ROOFING COAL TAR 1. Deck ( ji Insulation (Optional): One or more Incline 1/2 fiber, lass � �� composite, petite/ fiber, noey m p osi t, u wood D fib er r nurate corn Phenolic, arty urethane composite. wood b/isocya P� P y Sheet Three or more layers of Type G1 " GAFGLAS Ply 4' or " GAFGLAS Ply 6", hot mopped with coal tar bitumen. Surfadng: Gravel COMBINATION HOT AND COLD SYSTEMS 1. Deck NC Class A Incline 2 wood fiber or glass Insulation (Optional): One or more layers pew fiber, 2 in. max. of Type 61 "GAFGLAS Ply 4' or 'UMW . Ply Sheet Three or more layers Ply 6". at 1-1/2 Surfadng: Grundy Industries ' al MB Aluminum Roof Coating nal/sq. esi Zones slope. except for lightweight insulating um scope of 1" per foot Wood, tanks, other acceptable nallable see page 9. Satthlig paps( ( Pgy: if required) GAFGLAS Base Sheet • A ' (2 ip�ora Roofing Asphalt • :'; T;ap Stleet.' . . . MyteraLSurtaced Cap Sheet (1 ply) aigirealroate Weibhl.per Square 'forth. South. and Nettle decks up to 6 Inches per concre1e decks which are limited to a Dhl■ood. Poured gypsum, Precut gyps dedks. For lightweight insulating concrete d GAFGLAS® Specifications N- B- 4 -MJ1 and N -B -4 -M Specifications General Application recommendations detailed on pages 17 -20 shall -apply in addition to the following recommendations and specifications. Application of Rooting Membrane • r where applicable �P 1. Over entire surface, lay one ply of sheathing paper sheet 2 inches over preceding sheet. Nag sufficiently to hold in place. 2. Starting at the low point of the roof. lay one ply of GAFGLAS Base Sheet. lapping each sheet 2 inches at edges and not less than 6 inches at � Nail along lap of base ply at intervals not to exceed 9 at 18 inches a interwar each down fa of sheet i two r m with h�eadss spaced 1 inch in diameter or row. Use U� hers with integral metal ration or the deck square that are recommended by GAF Materials rpo manufacturer. (See 'Special Instructions' below.) 3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion; Zapping each sheet 19 inches over the preceding sheet solidly mop- ping to the underlying base sheet to prime three plies over the entire roof area. Asphalt requirements Interpy moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approhdmatey 2 pounds per 100 square feet roof area with for the a tolerance not to exceed 20% plus or minus. The appropriate slopes involved must be used. Slope per foot Asphalt Type . Up 3' Steep ASTM Type III HT-Steep ASTM Type 3' -G • On slopes up to /: Inch Per foot. Hat ASTM Type II may be used except in ' Florida. Texas. New Mexico, Arizona. and California. Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with application sheds instructions on page 20. so that the laps are offset from the laps of the ply ;plc :a decks on page 9. 1. See recommendations for use over gypsum 2. AcceptableGAFGLAS Base Sheets include: STRATAVENI (Vent Ply) for Naeable Decks required for freshly poured gypsum decks. GAFGLAS 075 Base Sheet, GAFGLAS' PLY 6 and GAFGLAS Ply 4. For wood decks and structural wood fiber dads. when GAFGLAS Ply 4 or GAFGLAS PLY 6 Is used as a base sheet. a sheathing paper is required. 3. See "Nailing of Base Sheet' Page 19. t • 4. For roof slopes of 1 Inch per foot or mon% all ply fdls must be back-nailed inches fmm the bec edge of the felt. See Installation Steep Roots.'' page • ' 'I Y ���..: ,r••'- ' •'�'•` . t . • • ::I' .;JAI i r :"-�`'"'" ` ' w UL Chart Xey 1. Subst ate • ; c. Combustible and NonedMbluStib min s� inch ) Combustible = Wood planks, boards. etc., PNwood oriented strand board (min.' /: inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2 Slope Mandmum slope allowed, in inches per toot. B MIA -� G CODE CO ODUCT CONTROL DIVISION GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 This N The documcntati Review Committee to be use Jurisdiction (AHJ). 5/23/2002 9:50 PM FROM: Fax 5/23/2002 8:49 PN 5/23/2002 8:38 PM 5/23/2002 8:27 PM 5/23/2002 8:16 PM OFFICE (BCCO) FROM: Fax FROM: FROM: Fax FROM: Fax NOTICE OF ACCEPTANCE (NOA) Fax TO: 3056685161 TO: 3056685161 TO: 3056685161 TO: '3056685161 T0: 3056685161 PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 OF 021 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 e rules and regulations governing the use of coast action materials. owed by the BCCO and accepted by the Building Code and Product • • "ami Dade County and other areas where allowed by the Authority Having issued under the applica "tted has been This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built - Up Roof System for Wood Deck. 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 consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.09 Expiration Date: 11 /04103 Approval Date: 05/23/02 Page 1 of 21 Deck Type 1: Deck Description: System Type E (1): All General and System Limitations shall apply. 5/23/2002 9:50 PM FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:49 P14 FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:38 PM FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:27 PM FROM: Fax TO: 3056685161 PAGE: 018 OF 021 5/23/2002 8:16 PM FROM: Fax TO: 3056685161 PAGE: 018 OF 021 Wood, Non - insulated New Co L9 / 72 ' or greater plywood or woo ase sheet mechanicall Base sheet: GAFGLAS #80 Ultima Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat -Weld Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below, Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex Ply' 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psi, See Gen al Limitation # 7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yni 6, ► AFGLAS #75 Base Sheet or any of above Base sheets attached to deck with ' -Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One .w is in the 2" side lap. The other rows are equally s • • • ximateIy 12 o.c. in the field of the sheet. (Maximum Design ' ensure --45 p See w al Limitation 117) GAFGLAS Flex Ply' 6, 4. AFGLAS #75 Bas Sh t or any of above Base sheets attached to deck with • . . . ed annular shank nails and tin caps at a fastener spacing of 9 o.c. at the 4 :77- :: ered and in two rows 9" o.c. in the field. (Maximum Design Press - e -52.5 psf, • ee General Limitation #7) GAFGLAS #75 Base Sheet or any o ' e : ase sheets attached to deck with Drill -Tec (GAFTTTE) #12 or # 14 Screws and 3" Plates, 12" 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. (Maximum Design Pressure -60 psi," See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTITE) 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) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are -1 • lly spaced approximately 9" o.c. in the field of the sheet. (Maximum Desig ' assure — - ee Gen al Limitation #7f Ply Sheet: One or more plies .f GAFGLAS® PLY 4®, G • GLAS® PLY 66, ply sheet, #80 Ultima, R U B ' ' a I D M O P Smoo . , - : 4 - 1 : 20 adhered • a full mopping of approved aspha a ' • rn the EVT end at a to of 20- 40 lbssq. Cap Sheet: (Optional) One ply of GAF I AS® Mineral Surfaced Cap Shdct a. ered in a full mopping of approved asp t applied within the EVT range • : at a rate of 20 lbs. /sq. NOA No: 02 -0408.09 Expiration Date: 11 /04/03 Approval Date: 05/23/02 Page 18 of 21 Surfacing: Maximum Design Pressure: 5/23/2002 9:50 PM FROM: Fax TO: 3056685161 5/23/2002 8:49 PM FROM: Fax TO: 3056685161 5/23/2002 8:38 PM FROM: Fax TO: 3056685161 5/23/2002 8:27 PM FROM: Fax TO: 3056685161 5/23/2002 8:16 PM FROM: Fax TO: 3056685161 See Fastening Above PAGE: 019 OF 021 PAGE: 019 OF 021 PAGE: 019 OF 021 PAGE: 019 OF 021 PAGE: 019 OF 021 (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20lbs.sq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbsisq. & 300 lbsJsq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeathcxCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 02 -0408.09 Expiration Date: 11 /04/03 Approval Date: 05/23/02 Page 19 of 21 5/23/2002 9:50 PM 5/23/2002 8:49 PM 5/23/2002 8:38 PM 5/23/2002 8:27 PM 5/23/2002 8:16 PM FROM: Fax FROM: Fax FROM: Fax FROM: Fax TO: 3056685161 T0: 3056685161 T0: 3056685161 T0: 3056685161 FROM: Fax TO: 3056685161 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 PAGE: 021 OF 021 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'h" Dens Deck or Y Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL LIMITATIONS: 1. Fire classification is not pact 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 fast 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 sidelap 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 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi 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 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane / Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. I 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be rnailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ( I 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. C/ 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the ori ginal roofing system is removed. . Ponding conditions should be corrected. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS _ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the inte for of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner' gent's Signature C:\OOCUSIE- INcmOLOCALS ATemp\SECTION15Sl.da 42__ / /1 u(c Date C ractor's Signature SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. (' 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ( U 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). t. 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. C I 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. (G 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of sfructural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. (- 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner' Agent's Signature CA DOCIISIE— Ikmp\LOCALS- I \Temp \SECTION 1521.doe ��- l t/ l c9 — Date ontractor's Signature ELECTRICAL TYPE Minimum Fee e.I.Y.. • ■ r''17"E, ! rper. • • • QTY. TYPF. Outlet, Appliance ()Ty. TYPI: Service Repair QTY. A/C Central 1 -3 Ton �. Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY TYPI. Generator QTY. TYPE Refrigeration, Tons QTY A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY'. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 • • • • • • • • • • • • • .... • • .. • • PERMIT APPLICATION INSTRUCTIONS: Pleas'indicat4tNejype Dflvafk being performed and quantity(ies) in the space provided below. ••• ••• a . a •0 RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural - /q 2-2-- Building Official i Page 4 OFFICE USE ONLY ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP' . • (Attach) ❑ HRS / DERM APPROVAL .• • (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) • ( s .ftt. = x/1000 $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: -- • •• •. • • • O •. • • • • • • • • • • • • • • • • • • • • • • • • • PEiMIT APPLICATION • • • • • CHECKLIST • • • • • • • • ❑ LONDb ASAZIAtrON APPROVAL (Attach) ... •• • • • •• • • • • • • • 'p t APkROvAr (Restaurants) • • • • • • • • •. ... • • • • • .. ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL ISSUING OFFICIAL DATE: CONDITION OFAPPRONAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time 2 Type Insp'fi-- j . ` 1 _ 'Permit No. Ca -9 /, -' Name Address 1 3 t--� / (4';' Company Phone # 4 For Inspector:. ? Nam a e Approved] Correction Re- Insp'n Fee ❑ 0 ) MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time p, Type Insp'n vl LC- & Permit No Name �, ly-L - Address f.(/ • J Company Phone # For Inspector: • Approved C Correction Re- Insp'n Fee ❑ 2,00