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278 NE 101 St (4)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5 -8 -98 Job Address 278 N.E. 101 Street Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Robert Italia Master Permit # 306- - Owner's P.O. Box 43 Miami, Florida 33137 Phone 576 -7758 Contractingco.Quality Roofing Contractor, Inc. Q Carlos Arocho Signature of owner and/or Condo President Address State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCAIPTION Tear off old roof to wood deck, tin cap BOlb. ASTM felt as per code, instal eave rip and valley galvanized metals where required, mop on with type III asphalt one layer of 901b. ASTM felt and install Spanish S Clay Terracotta Altusa Tile with adhesive setting. Square Ft. 26 s q . Estimated Cost (value) $ 9,000 _ o 0 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. all gh Z wner anw d6Eesiden± D Notary as to Con My !mm sion E i ei; Pv9 OFFICIAL NOTARY SEAL My Commission a , 7 (-- JCOUELY'1 S RO®LEDO .A 1 COMMISSION NUMBER L1 �, NV • a CC4Z9511 l RAY coeit IOR1 EXP. p �G�� of F\o FEB. 16,1999 FEES: PERMIT 7g 4130 RADON C.C.F. APPROVED: Zoning Building W10/ Mechanical Plumbing 13800 N.W. 1 Avenue SS# Phone 751-0382 Signature of Contractor •r Owner - Builder BOND NOTARY ctor or • xpires: ; ; t g ig 'Sk,. MARYLOU HERNANDEZ -•' ii MY COMMISSION # CC 880474 '—'�; WIRES: October 10. 2001 k . Bonded Thru Notary Public Undentrtfters Electrical TOTAL DUE 93, c0 Date Engineering Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 37 26 27 4.4`1 D 51 52 7, 2 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 _•• 34 59 10 35 60 11 36 61 12 'P-4,4 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 'P� ti 5 *-� 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 / 75 Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory 1 1 e Du Quesne, P.E. Engineer Du •uesne & Associates, Inc. E.B. License #0005245 Lab Certification #94-0318.01 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION Owner's Name: Ro►3 6:27" TA, �LI Job Address 2 7 5 E - ( ST , N, i..,d, 0.d Roofing Contractor QJkI. - \y Zoc - MJ Type of Tile: A `t A % S C .044 -A Approximate Roof Height: —13 feet TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK Environmental • Civil • Structural Building Inspection Services Permit #. 4 3 o 15 Date Installed. a •Z$ -qg Roof Pitch 3 ' l Z Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: ,( 00o ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested ' 3 ° I IS 4oL /11-1 i- IS- /10 - 5-31-94 1 - IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST., THIS REP MITTED ■ UTR 14578 THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 S51 f 1T(CIAI IL ME J08 SHEET NO OF CALCULATED BY CHECKED BY DATE SCALE DATE 4 NOTES' SKETCH OF ROOF JOB 210 N E l o g al[ } kit1,40. -t, SHEET NO Zi OF Z, CALCULATED BY DATE e • CHECKED BY DATE SCALE IIIHhIIIIlIIUIIJiilPU ............................... ■ -�- �; eF3'A6C7R � � I MINOMMEMEMEMMENEWOMMIMPAIMMEMNAMM MEMMINIMINIMMEMUNIMEMIEVOMOMOMEMME MMEMEMEMMEMONOWANCAMMEMERAMMEM IIIIIIII1II NOTES. P.O. Box 43 Miami, Florida 33137 - Interest in property: Owner - Name and address of fee simple titleholder: N/A 5. Surety:(Payment bond required by owner from contractor,� r�trryTF 1 7F FLORIDA; COUNTY OF DADE of fhe I HER d CERTIFY that thin is o true copy dc./ of - Name and address: Al /A original filed i n th %office on / • A. p. i9 Amount of bond $ 00 WItNESS my h nd and O11 d.'i e - 6. Lender's name and address: N/A HARRVcY RUVI t(, `i� ' d co° c ' ''"` . By 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, — Name and address: N/A , rc IE different date is specified) . 1 111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 98R2780 13 1998 JUN 10 09:54 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 278 N . E . 101 Street Miami Shores, Florida 33138 2. Description of improvement: Reroof to a new Tile Roof . 3. Owner(s) name and address: Robert Italia 4. Contractor's name and address: Quality Roofing Contractor, Inc. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a x (-;/\ee- Si o1 Owner /— 5 , 'O,(3ey J4 e_ �4 Sworn to and subscribed before me this /r/ .day of Print Owners Name 13800 N.W. 1 Avenue Miami, Florida 33168 ,19 Prepared b Arocho Quality Roofing Contractor, Address:13 8 0 0 N. W. 1 Avenue Notary Public 3( re, -GCc C > � r�4 a" m' Florida 111 AA � / - :-( tCOMN� S YN s AJ .9L G: . Print Notary's Name= .f .. � kf J %�> �� "j" sroN ,,,, r3Esi ? C4 n CC439 ) 12301-52 2/93 \s--. COil,TrnIsjoN ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Appendix "E" UNIFORM ROOFING PERMIT APPLICATI Contractor's Name: Qu.111.)'. �oc ii eo/1rccr4 or. Job Address: lid ❑ New Roof Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft r76 Sq , Total (ft �� Master Permit No. Exposure category (per ASCE 7 -88): G Building Classification category (per ASCE 6 7 -88 table 1): Ft� Ft. A V D. ktype: ATTACHMENT Fastener Type: Field: • SP . C _ G Perimeter: Corner: 123.01-78 9/96 DETAIL 1 & 2 ROOF CATEGORY ❑ (Nail -On Tile) (MortarPhesive Set Tile ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE • ROOF HEIGHT AND SYSTEM DETAILS • (Draw details as needed) Page -1 r r r r 1© ROOF PLAN Page -2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? NIA MEAN HEIGHT Deck type: SLOPED SYSTEM DESCRIPTION ( ) O - ( Underlayment: Insulation: 301h . kStM 0119 ta- ROOF BLOPY D E T A I L 3 Fastener type & spacing: Cap Sheet: U /� Roof overing Drip edge: e c — df:/-s /o[ »D.C- e / C J laps G .z. 413 7 k 5G luah ved 14ele* ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations .... d) Applicable Detail Drawings 3) Municipal Permit Application ° ' 4) Other Component Approvals TILE CALCULATIONS (Pmax1: 72,3 x ? (Aerodynamic Multiplier): Pa W � ) - M 35 = M 10 ..O(0 PCA: 1,9G-co (Pmaxi: )D 3 .`) X (Aerod Multiplier) :3 a . 0 5 ) - M = M PCA: tp( - (Pm ax3: ) 03 I x ?1, (Aerodyn io Multipliery. a -1 ) - M 5 35 = M PCA: (6.5P • •4. PRODUCT CONTROL NOTICE OF • Altusa Tile, Almar (USA), Inc. • 6645 Northwest 77th Avenue Miami, FL 33166 Your application for Product Approval of: Altusa Tile Nail-On, Mortar Set or.Adhesive Set One Piece "S" Tile Roofing Tile under Chapter' 8 of the Metropolitan Dade County Code goveming the use of A Iternate Materials and Types of COnstruction, and completely described in the plans specifications and calculations as Submitted by: Redland Technologies, The Centerfor Applic.7l Engineering, Inc. • has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions.set forth on pages 2-16 and the standard conditions on 'page 17. • This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code • Compliance Office may revoke, modify, or suspend the use of such product or material immediately: The • Building Code Compliance Office reserves the right to revoke this approval, if it is detemlined by the Building . Code.. • Code Compliance Office that this product or material fails to Meet the requirements of the S th Florida Building, The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 96-1030.03 EXPIRES: 02/13/00 Raul Rodriguez Product Control Division Supervisor . THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County B ding Code Compliance Office And approved by the Building Code Committee to be use. in .de County, F under the conditions set forth above. APPROVED:02/13/97 Renews 94-0914.0 1 ACCEPTANCE •,,AIBTROPPLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE • SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 INTERNET: mdcc01@shadow.nel PRODUCT CONTROL SECTION (305) 375-2902 • FAX (305) 372-6339 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: Altusa Tile AIfarcria del Turbio, S.A. Barquisimeto, Venezuela Product Control No.: 96- 1030.03 PRODUCT CONTROL NOTICE OF ACCEPTANCE . ROOFING SYSTEM APPROVAL Cate Prepared Roofing Sub- Catenorv: Tile Type: Nail- on /Mo.^,ar SeL'Adhcsi•,•e Set. Sub -Tvoe: • Clay System Description Alfareria del Turbio, S.A. ( Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Alma's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay eave closures are also available. . Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altura S" nail -on tiles shall be 2 " :12 ". See the "Profile Drawing" profile drawing. Drawing" section in this approval for the "Altusa P The "Altusa S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa'products in the South Florida jurisdiction. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 - 5530. Product Control No.: 96 1030.03 Approval Date: February 13, 1997 Expiration Date: February 13, 2000 Frank Zuloaga Plans Examiner, Product Control Division t Date Job ddress C) 7 g Aft t v ' /of Legal Description /4/, 7 Owner / Lessee / Tenant � 1 6-46),0 02`) ►. )4 E4 t®rsf Owner's Address Contracting Co. S * 1 'L P�r••C ��s �� Qualifier S)4#u.Au_? ss #- Phone ,r6 State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING SAVING FENCE SIGN WORK DESCRIPTION / "� 8'�'1'L kaaQ Signat Date: Notary as to Owner and /or Cond My Commission Expires: 5- FEES: PERMIT ,d APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Address Tax Folio ti ° /3 L////f Master Permit #53 Phone Square Ft. 1 7 7 ' Estimated Cost(value) q 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 au rize t, a bov -na d contractor to do the work stated 11 %ice Notary as to Contractor o My Commission Expires: of owner and /or Condo President Signature of Contractor or Owner- Builder Date: RADON C.C.F. g/ 1 e NOTARY TOTAL DUE' Fire Zoning Building Mechanical Plumbing Engineering Other Electrical PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 0 1. Legal description of property and street address: 7 /17 4 - 4 ' ( c C,Gt: 40,1,co 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: U -- LL A J-)- �� qt Jir 5. Surety:(Payment bond required by owner- tfem-contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: �^ 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) A, RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION E 1 Signature of Owner Z(0 Print Owners Name Sworn to and subscribed before me this 22 day of Notary Public Print Notary's Name m/r'u (4Jc/es My Commission Expires: 5 -a - • .#I im G Vf 9: c v t ?: Urtl /a LJU:4T( 0: DADE 1 r`IRE' CE'R =! "t' t a 'ihi; is a f-;. , co'y of the o i as Flo' :11 Y', 2� `' �A en - dov 4� WTNE.:S l . 'd ff a Se dy d C� 1 .tea l0 ' r 93R466505 SEP 22 12:22 E Prepared by:, 2cfct td Address: -. "2,1- 4 A- 1 : 1114 ''''- 3 'sue 12301 -52 2/93 Georgia- Pacific Box 680100 Gratigny Branch 3201 NW 110th St. Miami, EL 33167 To Whom It May Concern: This letter shall serve as certification that the following roofing products that are manufactured by Georgia- Pacific and marketed under the indicated brand names meet or exceed the listed standards. GP -30 Gold Line Saturated Felt ASTM D -226 Type II GP -M.S. Roll (Mineral Surface) ASTM D -249 (when imprinted on the product wrapper) ASTM D -228 Type M ISS- R -630D, Class 2 GP/blkoviptigny.ftr SwOrn to and subscribed befd s the this .; 1 day ,1993. Wary Pbblii: . . Notary, public, - Fulton County, Georgia. • MY 00 rneStilm Wires February 27, 1995, USA q..:m ;.n.ec4%Ce 1K 7 WUXI July 1, 1993 Sincerely, rge woggen Marketing & Technical Manager Gypsum & Roofing Division RECEIVED JUL . 6 1993 ** TOTAL PAGE . 0O 1 .,* ;UMW Ia 'AIEIIIAI.S .o FIronnnou To Wliom It May Concern: •1361 Alps Road Wayne NJ 074703609 (201) 628 3000 June 15, 1993 I Subject: Compliance With Dade County South Fl Code of GAF Commercial Roofing Systems , Chapter 34 of the South Florida Building Code establishes the minimum requirements for a built up roof system in section 3401.7 where a #30 base sheet and a #55 mineral surfaced felt suffice, at least for Group 3 Occupancies. Further, under section 3403.4, all materials used in the construction of the roof membrane must bear the UL label for Class A, B or C constructions. GAFGLAS(1) built up roof systems with three or more plies exceed these minimums in both water proofing asphalt content as well as pliysi_ctal strength. Also, GAF Building Materials Corporation GAFGLAS felts all carry the UL Label on their wrappers. For your information, please find attached GAF's UL fire resistance listin4s in the 1993 UL Roofing Materials and Systems Directory. In addition, the South Florida Building Code states in Section 2309.1 (a) (1) "Buildings and structures, and every portion there of, shall be designed and constructed to resist the forces of wind pressure." A minimum wind velocity of 120 MPII at a Height of 30 feet above ground level is stated in Section 2309.1 (a) (2). The minimum wind velocity pressures expected . at various heights are listed in Table 23 -C of the Code. The interpretation of these values as they relate to roofing should be left to a qualified professional and the Code enforcement staff. In addition to addressing the forces on the roof membrane in the field of the roof, it is imperative that perimeter attachment of the roof membrane be designed and installed quite carefully. The Factory Mutua]. Research Corporation has done extensive evaluation of the wind resistance of roofing systems. In addition to- testing the uplift resistance of specific roof deck /roof membrane assemblies, FM has identified perimeter attachment designs that it recognizes as being wind resistant. FM Loss Prevention Data Sheet 1 -49 addresses perimeter details. Dade County Commercial Roofing June 1'5; 1993 Page 2 Sincerely B. Randall Ziegler National Manager Technical Services Regarding the wind resistance of specific constructions, FM presently recognizes two levels of performance, 1 -60 and 1 -90. A 1 -60 FM Approved construction has been tested to an uplift pressure force of at least 60 pounds per square foot. A 1 -90 FM Approved construction has been tested to an uplift pressure force of at least 90 pounds per square foot. GAF Building Materials Corporation has tested numerous roofing constructions at FM for uplift resistance. Those assemblies that have met FM's minimum 1 -60 uplift requirements as well as minimum fire resistance and other FM requirements are listed in FM's annual Approved Roofing Products Guide. Attached are copies of GAF's current GAFGLAS and RUBEROID listings. If there are any questions regarding these listings, call GAF at 1- 800- ROOF -411 or call FM directly at 617 -762 -4300. • METROPOLITAN DADE COUNTY, FLORIDA • METRO•DADE r •' MET11O4DADE CENTER BOARD OF RULES AND APPEALS COUEENFURCEMENI SUI I E 1010 111 N W. 111 SIREE1 MIAMI. FLOIIIUA 33120.191 (305) 375 -2612 PRODUCT CO1 OL_NOTTCE OF ACCEPTANCE Gory Roof Tile 100 Park Central boulevard, South Pompano Beach, F1. 33065. Your application for Product Approval of apanJ.i.1L .1 Concrete hoof Til under Sections 203 and 204 of the South Florida Building Code govenin the use of Alternate Materials and Types of Construction, and compete described in the plans, specifications and calculations as submittd b J.E. rRnmdrt._1'_,L.Rel .QX.L U EDCL 1 017 - 0.Q.L-2D_sla.l:.d -4 3 _2SL. 1 S _Be 4LC L aced 1 - - 9 1 ManuLaeturers 1nsl:allat i ofiu.ide✓SDec i fig.&Lielulal.e I -3 -9Q ha been accepted by Product Control to be used in the unincorporated areas of Dade County under. the Specific Conditions let forth on pages 2 -2b and the Standard Conditions on Page 3 ACCEPTANCE No.: 91 Ar ��1� Diamond, P . E . APPROVED : May 13. 1991 oduct Control Division Supervisor EXPIRES May 13. 19 ? "APLEASE_NOTE *" VETS TS T111' COVERSIIELT.____SEE _IDDITIONALSAGES—EOR_IPEC I F1C_1ND _GFNERA CONDITIONS BOARD OF RULES_AND APPEAL:_NOTICE_OE_ACCE.LTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in Incorporated and Unincorporated areas of Dade County under the conditions s.et forth above. APPROVED: May 13. 1991 -1- ' 1 .l.& 4..2/ Charles bangers P.E. Deputy Secretary Metropolitan Dade County Board of Rules and Appeals he • Gory Roof Tile APPROVED EXPIRES NOTICE OE 1ACCCP_TANCE : SpF.CIFIC CONDITTOM 1. This approves Cory Spanish "S" Portland cement concrete roof tile as complying with Section 3404.1 of the South Florida Uuilding Code. 2. The tile shall conform Lo the following shape: Spanish "S" Architectural Roo( Tile by Gory. Spanish'S'culs. banal I/im and Iwoinena taw. closures complain.nl Pia field Iao package lot *ova/ n,I.Ual.On and a O +Ite. epp. Specifications (2'/; • I-Ieactlap) (NW III Length 10• Erposed Length 15•4 Owso all Width IU•• Exposed Width 9' Clown Il..yl.l 2•4i • Oul1'End Meknes, •• Pietas p.• aqua's 105 pcs W..pht per aqua• 000 De .I...�.1 ..b. .__ MOO .. ..... -M.. •■•••• .•..t••■•■ -2- ACCEPTANCE No.: 91- 0403.3 J May 13. 199 • May. N.J•nn 01 ONO lal•s•t M.slellsIWi. )f '7t G il Diamond, P.E. P Control Division Supervisor GQry_RQof T i l e ACCEPTANCE No . s APPROVED EXPIRES NOTICE OF ACCU1'ANCEi__PECIFIC CQNDITIQNs 3. The tiles are approved for .installation as mortar -on system an as a nail -on system. Both systems shall be installed over 1/2" slid plywood deck as set forth in Section 2909.2 of the Code. 4. The mortar -set application of this tile shall be subjected to the limitations set forth in Section 3404 of the Code. !lead -lap shall be 2 1/2 ". 5. The tile shall be installed in accordance with Section 3404 of the South Florida Building Code, or the referenced manufacturer's directions, whichever is most restrictive. It is the responsibility of the manufacturer, i.e. the permittee to prov de copies of this Notice of Acceptance and the manufacturer's directions, on site and available for the use of the Building • Inspector. These directions shall comply with Section 3404.1 4a) (3) and shall give any other directions necessary for the intended installation. Failure to provide these documents shall be cause for re- inspection. G. Nail -on applications shall be limited to 55 feet above grade. Ileadlap shall be 2 1/2 ". Installation shall be as follows: A. For sloes 4 : 12 ►tnsLureater-:. Underlayment shall be 43 pound asphalt saturated felt. E tile shall be nailed with two 0 penny hot dipped galvaniz d common nails, and each rake tile shall be nailed with two 10 penny hot dipped galvanized common nails. D. for slopes les hatt.._9 : 12. but. :1 ; 12 QLgreater; The underlayment shall be in accordance with Section 3404 2 (b). Each tile shall be fastened with two 0 penny hot dipped galvanized common nails, and each rake tile shall be nailed with two 10 penny hot dipped galvanized common nails. Ea4h nail shall be sealed between the tile and the granular surfaced roofing membrane with a spot of plastic roofing cement. • . May 1 / / 1 Diamond, P.E. Product Control Division -2a- Supervisor Gory Roof Tile ACCEPTANCE No.: 91O143. APPROVED : May 13. 1991 EXPIRES NOTTCF, of cm r! c1•:— sPECIFTC CQNDITIOS 7. Installation of underlayment, ridge and rake tile, flashing, valleys and the requirement: for the use of plastic roof cement shall be in accordance with the referenced test documents. Th9se documents contain the manufacturer's recommendations and shall be on the installation site for the use of the building inspector. Installation of the nail -on system 1111 be in accordance with th. manufacturer's recommendations, this Notice of Acceptance or the South Florida Building Code whichever is most restrictive. 0. Qus111..t.YSaRtrol: The manufacturer shall retain the services of an independent testing laboratory to maintain quality control. Testing shall be performed on a minimum of five (5) tiles during production of domestic tile for strength according to Section 3404 of the South Florida Building Code and for moisture absorption according to AS C -4. Test samples shall be selected by a laboratory according to ASTM D- 3665 -02. Results shall be submitted to Dade County Prciduc Control Section every ninety .(90) days. Test reports shall belar description of the tile by material and color, i.e. clay, red) 9. darkillgal All tiles shall bear the imprint of the manufacturer's name and tile designation, to permit identification in the field. 10. This product: must be re- evaluated for structural adequacy when installed within the Coastal construction Zone, in accordance wit Chapter 23, Sub- section 2309.2 (b) of the South Florida Duild.ng Code. 11. The renewal supersedes Product Approval 190 0311. (00) R dated November 19, 1990. X /1 / 0 Gil Diamond, P .'. Product Control Division -2b- ' Supervisor METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE filecaq NO CE_QE— ACCU'1 AUC[ STAN DA[tl)_CO.UI)ITLOUS. 1. ExLeltsion of Acceptance may be considered after a IOW application has been filed and the supporting data, test reports no older than ten (10) years, have been re= evaluated. All £eportf3 of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. or change in the materials, use, or manufacture of or process shall automatically be cause or unless prior approval is granted for revisions or 2. Any revision the product termination, change. 3. Any unsatisfactory performance of this product or process o,: change in Cocte provisions shall be grounds for re-evaluation. 4. This acceptance shall not be used The Notice of Acceptance number County, Florida, and . followed by displayed .Ln advertising literature. Notice of Acceptance is displayed, theft entirety. 6. Product approval drawings, where required for permit applications, cations shall be provided to the applicant by th Notice Acceptance. fecLur his rhe prints need not otherwise s by noted in e an Notce of engineer. 7. Failure to comply with tandarct Conditions shall be cause termination of Approval. 5. product for sales or advertising purposes. - eceded by the words Dade the expiration date may be I f any portion of t it shall be done In Ls - as an endorsement of Any � k.� , Gi.l Diamond, `t': ir. Produc.'L• Control Supervisor Metropolitan Dade County iiull.ding & Zoning Departure METIIO•DADE CENTEf IUILDIUQ l ZWIII4U UEPAIIVMENTI sul l f: Inly 11111W. IsI Si IIFE f MIAMI, rL0111UA 631 ?6.18/4 (305) 375 -2612 IL n for u MONIER ROOF TILE ti SPANISH "S" Installation Specifications These specifications are designed as a manageable guide to be used by roofing contractors. Installers and code officials. Architectural format specifications are available upon request for the requirements of specific projects. Requirements of building code(s) applicable to the area of installation may differ from the information herein and should take precedence over these specifications. (Please contact Monier's Customer Service Department for the Installation Guide showing recommended drawings and detail for tile and felt application.) MATERIALS Tiles 1. Spanish "S" - Portland cement color- through concrete tile manufactured by Monier Roof Tile. 2. Tile factures - Hip, ridge and rake. 3. Surface finish - Smooth or broomswept. 4. Approximate weight - 8.75 lbs. each. 920 lbs. per square (2 1/2 headlap) • not including mortar when installed. 5. Tile meet or exceed all waterproof requirements for absorption and permeability as well as break strength and freeze thaw requirements. Underlayments Single -ply system. Note: Minimum underlayment recommendations are listed below. Check with local codes for local requirements. 1. Organic Type I commonly called 43# base sheet. -OR- 2. 74# mineral surface roll roofing felt commonly called 90 #. Two -ply system. 1. Organic Type I1 Commonly called (No. 30) or (30#) asphalt felt, and 74# mineral surface roll roofing felt commonly called 90 #. Membranes 1. Organic - Asphalt impregnated cotton membrane, min. 3" wide. Conforming to ASTM D -173. Inorganic - Asphalt impregnated fiberglass membrane, min. 3' wide. Conforming to ASTM D -1668. Nails 1. For tiles, tile fimaures, hurricane clips and hip milers -- corrosion resistant min. hot dipped galvanized or approval equal. 2. For standard roof deck (felt and flashings)- 3/4" galvanized roofing nails. Metal Flashings Min. 26 gauge galvanized G•90 coated, corrosion resistant conforming to ASTM A -525 and A -90 or approved equaL Mortar, Coloring Compound For the purpose of bedding field tile, hip, ridge, rake and for pointing valley areas, wall bases and roof protrusions. A. Components. 1. Blended high strength masonry cement -Type M conforming to ASTM C -91. 2. Portland cement - Type I, conforming to ASTM C -150. 3. Masonry cement - Type M, conforming to ASTM C -91. 4. Sand - uniformly graded, clean and free from organic materials, conforming to ASTM C-144. B. 1. C. 1. 1. 1. Mixes - Type 'M' mortar, conforming to ASTM C -270 (2 -1/4 to 1 sand/cement ratio). Blend high strength masonry cement with sand until desired mix ratio is achieved. - OR - 2. Blend equal portions of Portland and masonry cements, with sand until desired mix ratio is achieved. Integral color -fast synthetic oxides to match the color. Eave Closure Prefabricated EDPM synthetic rubber con- forming to ASTM C -1056. 2. Mortar for use with mineral surface roll roofing felt only (color optional). Adhesive/Sealant /Coating Asphalt plastic roof cement - nonrunning, heavy body material composed of asphalt and other mineral ingredients conforming to ASTM C -2822, Type II. 2. Cold process liquid roof coating conforming to ASTM D -3019, Type IL 3. Structural bonding adhesive conforming to ASTM C -557 or D -3498. 4. Hot steep asphalt conforming to ASTM D -312. 5. Acrylic sealer for pointing exposed mortar (optional). Lumber Sheathing - material to conform to APA min. standards for min. 1/2' plywood. 2. Wood nailers - pressure treated in accordance with local code requirements. Felt System 2 - Single -ply sealed sy!tem. 1. Nail or staple drip edge metal along ve and directly on top of roof deck. Fasten 1 O.C. 1/2' of inside edge. Lap all joints min 3' an c. terminate min. 4' up gable ends. Seal along t edge covering all nail penetrations wiw plasti. cement. After felt is completed contir ue up i ends in same manner. 2. Apply full width roll min. type 43 asphalt coa, roofing felt down center of valley areas. Secu at edges using tin -tags or cap adds ma:. 24' C 3. Cover roof deck with min. type 43 asphalt coa roofing felt. Secure using tin -tags or cap nail 12' O.C. along hcadlaps. 4. Seal along top edge of felt covering all nail pe trations with plastic roof cement or app roved ' adhesive. 5. Lap each course min. 2'. Lap end jo' is and i and ridge min. 6' and seal with plastic roof cm Weave felt through valley areas. (See Tile Application Section and/or Installat Guide for options with cave detail.) 6. Install standard roll flashing or similaf with n: 2 -1/2' center diverter min. 16' wide down cent valley areas. Nail within 1' of metal edges ma O.C. Lap joints min. 6' and apply plastic root cement between laps. Extend beyond fascia a. required and seal along metal edges, Fovering nail penetrations with plastic roof cc ni ent and membrane. 7. Install 'L' type metal flush to base of palls an roof deck over min. type 43 felt. Nail 6' 0.0 lapping joints min. 4" and apply plastiF roof cement between laps. Secure wall flange as necessary to satisfy job conditions. Scal along metal edges of deck flange, covering all nail penetrations with plastic roof cemenq and membrane. (Lead counter flashing may be dressed down onto the min. 4' at wall apron ii addition to 'L' type flashing.) 8. Apply plastic roof cement around base of pip turbines, vents, etc, prior to nailing and sealit unit base flashing to roofing felt. Secure with cover all nail penetrations with plastic cement membrane. System 3 - Tivo -ply sealed system (commonly called 30/90). 1. Cover roof deck with min. type 30 saturated roofing felt. Secure using tin -tags or Fap nail max. 12' O.C. in field and along headlpps (Ioc codes prevail). 2. Lap each course min. 2' and end joints 4'. L' hip and ridge min. 6' and weave felt through valley areas. 3. Nail or staple drip edge metal directly, on top type 30 felt. Fasten max. 6' O.0 within 1R' c inside edge. Continue up gable ends lapping joints min. 3'. 4. Install standard roll flashing min. 16' vide dc center of valley areas. Nail within l' of metal edges max. 6' O.C. Lap joints min. 6' and extend beyond fascia as required. 5 Install 'L' type metal flush to base of walls and roof deck over type 30 felt. Nail 6" O.C. lapping joints min. 4' and apply plastic roof cement between laps. Seal along top edge of vertical flange, covering, all nail penetrations with plastic roof cement and membrane. (Flashing at apron of wall/chimney may be installed after type 74 mineral surface felt (90 Ib. felt)). 6. Apply plastic roof cement around base of pipes, turbines, vents, etc. prior to nailing and sealing unit base flashing to roofing felt. 7. Cover type 30 felt and metal flashings with min. type 74 mineral surface roll roofing felt (commonly called 90 Ib. felt) in hot asphalt or approved equal so that no felt touches felt. Backnail using tin -tags or cap nails max. 12' O.C. 8. Lap each course min. 2'. Lap end joints and hip and ridge min. 6'. Weave felt through valley areas. TILE APPLICATION 1. Roof shall be clean, smooth and dry. 2. Avoid stacking tiles on roof which could endanger stability of structure; distribute stacks uniformly. 3. layout roof using horizontal and vertical chalk lines on felt parallel and at right angles to eave line to guide tile installation. Horizontals should be marked at approximately 15112" increments maintaining a tile headlap of 2 1/2'. Exposed lengths of installed tiles should not exceed 1/4' beyond average. Verticals should be marked at approximately 9' in field areas. A. , ystem 2 - Single -ply sealed system, (recommended for min. 4:12 roof pitch and greater). I. Rubber Eave Closure - Secure closure approximately 6" O.C. along roof edge or up to 112' back from eave line using corrosion resistant nails long enough to penetrate through deck min. 3/4'. Install one section at a time prior to tile installation to determine correct alignment by using notches provided in closure (mortar closure should only be used when utilizing upgraded mineral surface felt). 2. Apply plastic roof cement directly below horizontal chalk lines to provide seal where nails will penetrate through underlayment. (Plastic roof cement may be eliminated when using two-ply sealed underlayment system at roof pitches 6:12 and greater.) 3. Nailing requirements - For roof pitches 4:12 and greater and elevations up to 38 ft. fasten each tile using two 8d min. smooth shank HDG nails. For elevations greater than 38 ft. pre •drill through existing nail holes to facilitate fastening of two 104 min. smooth shank HDG nails. (Tile may be installed at min. 3:12 roof pitch provided two-ply sealed underlayment system is utilized.) 4. Starting at lower left corner (facing down roof) nail tiles in vertical fashion using guiding chalk Tines and maintaining constant headlap. Cut/ break tile to form straight edge at center of hip /ridge or to meet wood nailers. Tile over- hang at cave should be min. 3/4' max. 2'. 5. Hurricane clips - Not required under normal conditions. Available upon request. 6. Valleys - Select closed or open valley. a. Closed valley - Miter tile to meet at center of valley. b. Open valley - Chalk parallel lines min. 2' both sides of valley center. Place mortar beds along outside edge of lines and miter tile to form straight border along lines. Point voids to flush finish. '7. Hip and Ridge Nailers - Secure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Install each tile using one 8d min. HDG nail driven into nailer. 8. Hip and Ridge tile - Set over field tile in continuous edge bedding of mortar lapping each file min. 1 ". Point and finish to match tile 9. Rake tile - Secure each tile using two 8d H.D.G. nails to penetrate framing min. 3/4' prior to installing first and jut row of field tiles at verge. Secure additional rake tile at verge of finishing gable end when needed to cover any exposed roof area. Where verge tile makes contact with rake tile, point in mortar to match tile finish. Maintain constant headlap. 10; Wall abutments - If pan portion or small cuts of tile falls onto "L' flashing, secure to adjacent tile with approved construction adhesive. Optional lead counter flashing may be dressed down onto tile min. 4" to provide a completely water tight joint. When using 30/90 hot mop system, tile may be miter cut close to wall base, set in mortar beds and voids filled with mortar. Point to match tile contour and do not nail tile through flashing. 11. Roof protrusions - Cut tile to accommodate all roof penetrations. Fill voids with mortar and point to match tile surface. 12. Acrylic scaler - Apply to exposed mortar as required. 13. Tile replacement - Break out damaged tile, remove existing nails and seal holes with plastic roof cement or drive -in existing nails with flat bar. Apply min. 3/8' wide bead of approved adhesive along exposed head of tile in lower course and set replacement tile in position to ensure proper contact. B. Mortar -set installation (recommended for min. code required roof pitch up to approximately 7:12 roof pitch). It is not recommended in areas subject to freeze/thaw. 1. Eave Treatment - Select rubber or mortar closure. a. Rubbcr closure - secure max. 1/2' from roof edge for min. 3/4' tile overhang using nails max. 12' O.C. and long enough to penetrate through deck min. 3/4'. Install one section at a time, prior to tile installation to determine correct alignment by using notches provided in closure. b. Mortar closure (color optional) - special attention should be made to raw materials and amount of oxide used in mortar mixing in order to match tile color. Apply Type 'M' mortar bed along cave edge.rp elevate nose of tile to correct pitch. Provide straight edge at rear to avoid '• moisture build -up. Provide min. 3/8' diamer_r vent/weep hole at roof level and-point to ;muoth straight-edge finish. 2. Starting at lower left corner (facing down roof) set tiles in min. 10' length mason trowel full of type 'M' mortar placed vertically under t portion of tile (with point of trowel facing up roof • recommended not mandatory). Poiition mortar from head of tile in previous course towards bead of tile being set to facilitate, proper bedding. Set the in stepped course or ve teal fashion maintaining consistent headlap. Cut/break tile to form straight edge at center of hip/ridge or to meet wood Hailers. Tile overhang at eave should be min. 3/4' max. 2'. 3. Nailing requirements in addition to mortar (local codes prevail) - a) For roof pitches 4:12 up to but not including 6:12 and elevations up to 55 ft. fasten each tile in eave course with on 8d min HDG nail in nail hole closest to overtock� Seal 'nail penetrations with plastic roof cement,. b) Fo. pitches 6:12 through 7:12 and elevations Grp to 55 ft. fasten each the in cave course and every third tile in every fifth course with one 8d min. I nail in nail hole closest to overlock. c) For pitche. greater than 7:12 and elevations up to 55 't. fasten every tile with one 8d min. HDG nail in nail hole closest to overlock. d) For all roof pitches at elevations greater than 55 ft. fasten every tile with two 8d min. HDG nails. 4. Valleys - Select closed or open valley. a. Closed valley - Miter tile to meet at cente{ of valley. b. Open valley - 1) Chalk parallel lines min. r on both aides of valley center. Place mortar beds along outside edge of lines and miter tile to form straight border along lines. Point voids to flush finish. - OR - 1) Place min. one 2214 board on edge down va ley center and apply continuous bed of mortar along edge of board. Cut/break and set tile min. l' to max. 4' from board. Line of mortar to be consistent throughout valley. Smooth andifortn mortar to match tile contours. 2) Separats board after initial set by sliding trowel along botlr edges. Remove board and point to finish (lightly sweep with brush or broom to match broomswep finish tile). 5. Hip and Ridge Nailers - Secure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Install each tile using one 8d min. HDG nail driven into nailer 6. Hip and Ridge Tile - Set over field tile in c¢n- tinuous edge bedding of mortar lapping each tile min. 1'. Point and finish to match tile surf1ce. 7. Rake Tile - Secure each tile using two min. 8d H.D.G. nails to penetrate framing min. 3/41 prior to installing first and last row of field tiles t verge. Secure additional rake tile at verge f finishing gable end when needed to cover any exposed roof area. Set in beds of mortar aad where verge the makes contact with rake tiia, point in mortar to match tile finish. Main tl in oonstant headlap. 8. Wall Abutments - Cut/break tile to fit adjacent to wall base. Place mortar along base of will to fill small voids between tilt and wall and to provide consistent line alq.g walL Point to match tile contour. 9. Roof Protrusions - Cut tile to accommodate all roof penetrations and fill all voids with mortar, Point to match tile surface. 10. Acrylic Sealer (optional) - Apply to exposed mortar as required. 11. The Replacement: a) Full removal - break out damaged the and existing mortar. Repair underlayment if necessary. Set replacement tilt in new mortar bed. Prohibit any roof traffic for min. 72 hours. b) Tile removal only (small areas only) - break out damaged roof tile and brush clean existing mortar bed. Apply min. one sq. inch of approved adhesive onto existing bed. Immediately set replacement ule in place. c) Individual loose tile • elevate loose tile and apply min. 3B' wide bead of approved adhesive on head of tile in course below. Immediately set loose tile down into adhesive. 12. Roof trafficking -When absolutely necessary to traverse roof, walk on the ule headlap (overlap) in a horizontal or diagonal fashion. Refrain from vertical movement where possible. © 1992 Monier Roof Tle, Inc 10' MASON TROWEL FULL OF TYPE 'M' MORTAR (EPDM). PREFABRICATED CLOSURE NAILED THROUGH PLASTIC ROOF CEMENT OR INTO APPROVED ADHESIVE 904 MINERAL SURFACE R OOFING FELT WEEPHOLE 51. 'TILE do MORTAR PLACEMENT— SPANISH 'S' TILE NAIL HERE THROJCH PLASTIC ROOF C MEN (WHEN AOOITIONA L N. I5 REOUIRED BY ;CODE ROLLED RAKE TILE (SPANISH 'S" CUTS) HEAD BARGE BOAR FASCIA SECURE 'WITH BOARD \1 \��1� �-� /// / �✓ RESISTANT NAILS POINT —UP WITH COLORED MORTAR TO MATCH TIL SURFACE P Application is hereby mode for the approval of the detailed statc„u•nr or erne plans and specifications herewith submitted for the build in 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 roust be kept at -building during progress of the work. APPLICATION FOR BUILDING PERMIT � Date...— ..._....__... 7 7* - 3 e , 19!C Owner's Name and Address / V �c L.. b .f .e 4: Q %z 7E— No...._ n .. / /.r Street_....l..:Q /.....t:2 .....s Registered Architect and /or Engineer `'acne and address of licensed contractor.. V 57:4s 42.0...A�� 2'= Z,l.�_Z2 6 , � /.l.F Locatio4nd legal description of lot to b built on: n J Lot.W 4 .3 Block �1 4 Subdivision 97 1 ? // P &�. / �IJ Y � 4 6 OO "L /� sa ss.._. Street and Number where work is to be done .272 ,,evL�,...._.. ..,/cQ.1..-.-- r . l.r :��1.`._._. ��_c). State work to be done and purpose of building (by floors)......_.rt— ,..5:>m1,..� .�__ . r2._.._ _.^ STATE OF FLORIDA, COUNTY OF DADE. as. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT a: r• t ,•••... It. ttt,ten., _. _.. and for no other purpose. New Building Remodeling Addit n Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ l ® ` ��— Amount of Permit L.% 'CV 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 permit 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, anti 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 arc required by the Act. The undersigned agrees to employ only such subcggtractors, on work to be • �•rmed ender this pcnnit, as are licensed by Miami Shores Village. Remarks __._..._ . (Signe 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. Permit No ....... Date i) 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 Mfcrr,ber 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 rc-in>pr•c tion fce of $L00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials anti /or workmanship.