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882 NE 97 St (15)3. A As Date Job Ad ss $ % a , , 9 S r Tax Folio / / - 3 a 66, - c) 1 4/-- 7 0 0 LOT S 3 La U‘- -1 y k Legal Description IA \ J , , S s SEC A P g { o - . - 1 Historically Designated: Yes No 47 Owner/Lessee / Tenant C., LEEK Owner's Address STD.. a N . - St Contracting Co. E '-y S \ u ,.1 TJ.1 Qualifier S - m P H c r.1 \f Fol \ g i State # C C� C 00 L. 0 1 9 Municipal # Architect/Engineer Bonding Company A N I� Mortgagor tJ CU-Ares: r5 t 9- Square Ft. y 3 b 0 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL(ROOFING) PAVING FENCE SIGN WORK DESCRIPTION Pvz. aA ""12-43a4 c12- v-- o'- r^° o 4 u S I' E ar' 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 P esident Date S,t,,,,,,� �y -- SSA QR � /moo rr . Gi►-f S i ^ � l 0 f4 CC13 Estimated Cost (value) (43 5 0 b 1/ as to Owner and/or Condo Preside My commission Expires: OFFICIAL SEAL SYMANTHAS CURRY NOTARY PUBLIC STATE OF FLORA COMMISSION_ NO. CC677049 :OMMISSION EXP. SEPT 2,2001 FEES: PERMIT j' ,/I RADON C.C.F. APPROVED: Zoning Mechanical Plumbing Building MIAnn\ Date lq Address Master Permit # 4 5 F 1 33133 Phone (3 o S) ~ 1 S I- c '). $ t o Address ► ylo 1 S 0-0 . 6-"= A r a NA 12 I? C,i, 3 3e b 9 SS# phone (qS' y) q - 9 0 ( J Competency # Ins. Co. Address Address .. . 40/9k ien i of Contractor or Owner- Builde Date uo,(0..\44,thatAA /4-0/9 Notary as to Contractor or Owner - Builder My Commission Expires: 4 2NP4 6 RUTHANNE MARIE STADNIK ■ ., COMMISSION # CC 482571 EXPIRES AUG 5, 1999 v ^� BONDED TMRU 4 'OF V'' ATLANTIC BONDING CO., INC. Electrical Date Engineering PERMIT NO. TAX FOLIO NO. . D( - ON 7 -- D . - M C) 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. 1. Legal description of property and street address: 17 s /gam ck 7 y ,W , 4.0 l s fltir2-e See. 3PA3 /6 - 3 - 7 2. Description of improvement: 3. Owner(s) name and address: CL ��K i RAJA v gia N E 97 Si . Nfli Shea& S , , 33/35 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: GYSi o r to C- 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: Name and address: R.9.4 C,e,t_ Signature of Owner Sworn to and subscr bed before me thisJO day of Notary Public My Commission NOTICE OF COMMENCEMENT r LIC STATE OF FLORIDA COMMISSION NO. CC677049 boN sEFN EXP SEPP 2,2001 N EL•151 v KJ ,r/J C- . r hI / Scd 3dT' , +f 988027739 1998 JAN 21 12:00 3a Tz • ?QY OF FLORIDA, g0LAITt'OF DADE vifr9t��L°�+41c3 a Onto co:: of PAo Amy inoI Oil od i r 0 10 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as prow 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 Sec- tion 713.13(1)(b), Florida Statutes. 3 RO / c ! A» bt00 0 £? CI / 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) ft-gc1 <s v l 1kcoc or__ 301--1-1 ti #I c/ Pcvi/MQU o ' FLr93o6gi i Contractor's Name: ROOF CATEGORY O (Low Slope Application) 0 (Nail -On Tile) 0 (Mortar-Set Tile) * 05 (Asphalt/Fiberglass Shingles) 0 ( Metal Rnofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE 0 New Roof CELRe- roofing 0 Recovering 0 Repair 0 Maintenance Flat Roof Area (ft) - Sloped Roof Area (ft2) I$ Total (ft L A 1 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7-88 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) A v Y Ft. Ft. Deck type: p 11 W o a c� . Appendix "E" . UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ATTACHMENT � U Fastener Type. - 1 /L-I (AssL aR SPACING Field: 2 1 5 4► Perimeter. L106 fS Corner. DETAIL 1 & 2 °Indndes Mortar and Adhesive Set Tile Job Address: g'$ a - S-}- M SAM i SFbefs F� 3 3138 Page -1 r r ROOF PLAN v ? Appendix. "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. DETAIL 3. - SLOPED SYSTEM' DESCRIPTION ATTACHMENTS REQUDt1.17) 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 Dra..rop ,-� 3) Municipal Permit Apoiic:AlcIt 4) Other Component Approvals TILE CALCULATIONS (Pmar1: X X (Aerodynamic Multiplier): ) - M = M PCA: (Pmar2: x A. (Aerodynamic Multiplier): ) - M: = M1.1 PCA: (Pmar3 x71. ( Aerodynamic Multiplier): ) - M. = M PCA: Page -2 01/12/98 HON 09:30 FAX 305 236 6185 SF PINE ISLAND F : DUFFY REALTY PHCNE X10. : 305 758 6276 LONSDALE ASSOCIATES • Gentlemens CONSULTING INOtNtaRe April 18, 1983 Hon. Mayor & Village Council Village Hall Miami Shores, FL. 33138 Res Residence at 882 N.E. 97th Street Aug. 05 1994 10:11AM P1 At the request of the Village Planning &•Zoning Hoard, Z was retained by the owner of the referenced residence to inves- tigate the capacity of the existing roof rafters to carry . the load of a cement tile roof in lieu of the existing mine- ral elate shingle roofing. z have examined the plans of the house which are on file in the Village Building Department, and have made an on -site' inspection of the roof to the extent possible due to the limited access to the attic space. The rafters are 2" x 6" except over the garage where they are 2" x 8" due to the longer spans involved. Based on these examinations and our calculations, we recommend that a tile roof NOT be installed on these rafters, as the spans exceed the maximums imposed by Section 29 of the South Florida Building Code for members of these sizes and under the projected weights of a cement tile roof plus live Load of 594/aq. ft. If you have any questions on the above, please advise. Respectfully submitted, LONSDALE ASSOCIATES 1 1son 8. Lonsdale, P.E. O002 JAN -15 -1998 11:33 PRODUCT CONTROL NOTICE OF G.A.F. Materials Corporation 1361 Alps Road Wayne, N.J. 07470 Your application for Product Approval of: G.A.F. Timberline Asphalt Shingles under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by; Underwriters Laboratories, Inc. and Center for Applied Engineering, Inc. Has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on page 2 through 19 and the standard conditions set forth on page 20. The 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 applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0317.02 Renews:94- 0321.01 Expires:04 /22/00 Approved:04 /22/97 1 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO.DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 ACCEPTANCE PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Raul Rodriguez Product Control 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 Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Ce4 Charles Danger, P.E. Di rector Building Codc Compliance Dept. Mclropolitan Dude County Internet mail address: postrnaster @buildingcodeonline.com HOMennrto. htln lfwww h,iilR:....nnrfo...l ;no ,,,,., P.01/20 JAN -15 -1998 11:33 Category: Sub - Category: Type: Sub -Type: Prepared Roofing Shingles Asphalt Dimensional PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Contact: SYSTEM DESCRIPTION 8. Randall Ziegler National Manager Technical Services Phone:201 -628 -3434 Fax: 201 -623 -3365 Page 2 of 20 P.02/20 Product Control No.: 97- 0317.02 Applicant: GAF Building Materials Corp. Product Control No: 97 0317.02 1361 Alps Road Wayne, New Jersey 07470 Approval Date:April 22, 1997 Expiration Date:April 22, 2000 Tie sloped roof system described above has been accepted by the Metro -Dade Office of Code Compliance as an approved shingle system in compliance with the requirements of Chapter 34 of the South Florida Building Code. This Product Control Approval is issued to the following shingle 'Profile': TIMBERLINE This system is approved for use- under the South Florida Building Code when the listed components are assembled in accordance with the application instructions described below, No components may be substituted. uloaga, Roo ink tarts- £- caminer Product Control Division JAN -15 -1998 11:34 P.03/20 Product Control No.: 97 0317.02 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Dimensions Test Specifications Product Description GAF Timberline 13 '/. " x 39 " PA 110 Fiberglas reinforced heavy weight asphalt roof shingle, with a laminate profile GAF Timberline 25 13 '/ " x 39 '1 " PA 110 Fiberglas reinforced heavy weight asphalt roof shingle, with a laminate profile Page 3 of 20 r n uloaga, Roo in, Product Control Division aminer JAN -15 -1998 11:34 P.04/20 Edge metal Tin Caps Product Flashing Cement Shingle Nails Roofing Nails Valley Metal Mineral Surface Roll Various Roofing TRADE INAMMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specifications Description Manufacturer Min. .021 ", ASTM A 525 Corrosion resistant generic 2 "x 2 ", 26ga. edge metal for system termination MM. .010" x Corrosion resistant generic 1 ) /g ", 321 ;a. tin caps Various ASTM D Cut back, asphalt generic 4586 modified adhesive for flashing attachment. Min. 12 PA 1 1 0 Corrosion • ga.x I' /." resistant, deformed, roofing nails for Shingle application Min 12ga. x PA 110 Corrosion I'/," resistant, deformed, annular ring shank roofing nails for metal and accessory attachment Min. 26 ga.. 16" wide Product Control No.: 97- 0317.02 generic generic ASTM A 525 Galvanized metal generic valley flashing_ ASTM D 249 Asphalt generic impregnated, mineral surfaced Organic roll roofing, Smooth Surfaced Various ASTiN1 0 224 Smooth surfaced Asphalt Rolled organic rolled Roofing roofing Page 4 of 20 generic an uloaga, Roo „ .' aminer Product Control Division JAN -15 -1998 11:34 P.05/20 Product Control No.: 97- 0317.02 Roofing Fabric Various ASTM DI668 Organic or generic inorganic woven fabric to reinforce flashing cement. # 30 Felt Various ASTM D 226 Asphalt generic type 11 impregnated organic felt for use as a shingle underlayment. #15 Felt Various ASTM 0 226, Asphalt type I impregnated organic felt for use as a shingle underlayment. Page 5 of 20 generic ran Luloaga. Roo i aminer Product Control Division JAN -15 -1998 11:34 System Trade Names: Timberline & Timberline 23 Laminate Maximum Fire Classification Deck Type Classification Min. ' ° /,:" Plywood, or Wood Plank Class A Page 6 of 20 P.06/20 Product Control No.: 97- 0317,02 TEST REPORTS Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering PA 100 Uplift and wind driven rain 03/20/97 resistance. MIS 257966 Underwriters Laboratories, Inc. PA 107 Wind uplift resistance 04/13/94 Modified ASTM D 3 161 Underwriters Laboratories, Inc. ASTM 3462 Material properties 03/26/94 ASTM D3462 Center for Applied Engineering ASTM 3462 Material properties 03/21/97 ASTM 03462 The testing listed above, submitted with this application confirms the shingle assembly complies with all test requirements set forth under Chapter 34 of the South Florida Building Code. The shingle system has been tested in compliance with Dade County Protocols PA 100 and 107. The shingle component physical properties have been tested in compliance with ASTM D 3462. All accessory components listed within this application arc in compliance with South Florida Building Code Requirements. 411 ran uloaga. Roofing ' am iner Product Control Division JAN -15 -1998 11:35 Underlayment: Edge Metal: P.07/20 Product Control No.: 97- 0317.02 SYSTEM APPLICATION Scope Range: 2":12" to <4 ":112" Underlayment shall be applied in accordance with the South Florida Building Code, Section 3403.5(b)(6): All underlayments applied at a roof pitch less than 4 ":12" shall be applied in a double layer of ASTM D 226, type 1 with a 19" overlap or by thc application of a single layer of ASTM D 226, type 11 organic felt or an ASTM D 2626 coated base sheet as a base ply with a 4" overlap. Head laps shall be 6 ". Underlayment shall be installed with minimum 12 ga. x i' /" corrosion resistant roofing nails and minimum 32 ga. x 1 ' / diameter tin caps, spaced 12" o.c, in a grid pattern in the field and 6" o.c. at the laps. Nails shall penetrate through thc sheathing or wood plank a minimum of /„" or penetrate a 1" or greater thickness of lumber a minimum of I ". Note: All flashing cement used shall be ASTM D 486 asbestos -free flashing cement. All products shall have Metro -Dadc Component Approval. Edge metal and installation shall be in compliance with the South Florida Building Code Section 3408.2 and 3408.3: Minimum .021" (26 ga.), 2" x 2" galvanized or other approved corrosion resistant material nailed over top of the Underlayment at 4" o.c., with minimum 12 Via. x 1'/4" corrosion resistant annular ring shank roofing nails at all perimeters. The nails shall be manufactured from similar and compatible material to the termination profile. All composite materials shall be fashioned with non - ferrous nails. At corners, the ends of adjoining approved drip edge shall be overlapped 7 ", notched and bent around the corner. Straight lengths of approved drip edge shall be overlapped not less than 3 Sc.' Dade County Protocol PA 111(4.3.4), figure 2. Note: All intersections, eaves, rakes, valleys, gable ends, and starter course shall be set in a 8" wide strip of ASTM D 4586 flashing cement, Valleys: Valleys may be applied in open. closed or weaved fashion. Valley metal shall be in compliance with the South Florida Building Code section 3408.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing; or ASTM D 224 smooth roll roofing shall be installed over the underiayment at all close cut or woven valleys, centered in the valley. The roll roofing shall be nailed 6" o.c. with minimum 12 ga. x 1'A" roofing nails at each edge. Nails shall penetrate through the sheathing or wood plank a minimum of or penetrate a 1" or greater thickness of !umber a minimum of 1". Endlaps shall be 12" and adhered with ASTM D 4586 flashing cement. In open valley applications a minimum 16" wide, 26 ga. galvanized metal: or other approved corrosion resistant material shall be installed, and may be rolled or preformed. Set valley in a bed of ASTM D 4586 flashing cement, applied in two 4" wide strips at each exterior edge, with a maximum thickness of I /8 ", Fasten valley metal with minimum 12 ha. x I'/4" 3alvanized annular ring shank roofing nails 12" o,c, 1" in from each exterior edge. Nails shall penetrate through the sheathing or wood plank a minimum of or penetrate a 1" or greater thickness of lumber a minimum of 1". Strip in the the twA:c— vi t a meat Page 7 0 20 aga. ' - . Examiner Product Control Division JAN -15 -1998 11:35 Starter strip: First and Succeeding Courses: P.08/20 Product Control No.: 97- 0317.02 and approved reinforcement. Overlaps shall be 12" minimum and adhered with ASTM D 4586 flashing cement. The starter strip may be either a row of non - laminated shingles trimmed to the shingle manufacturer's recommendations or a strip of mineral- surfaced roll roofing not less than 7 inches wide. Starter strip and shingles shall overhang the eaves by V, to If self - sealing shingles are used for the starter strip, remove the tab portion of each shingle and position the remaining strip with the factory - applied adhesive face up along the eaves. Trim material from the end of the first shingle in the starter strip according to manufacturer's specifications to ensure that the cutouts of the first course of shingles are not placed over the starter stria; joints. Fasten starter strips parallel to the eaves along a line above the eave line according to manufacturer's specifications. Position fasteners to insure they will not be exposed under the cutouts in the first course, If shingles without a self - sealing, strip are applied, the tabs shall be removed and ASTM D 4586 flashing cement shall be applied in spots approximately the size of a quarter at the corner of each tab of the first course. Starter shingles shall be nailed along a line not greater than 4" above the eave line nailing not greater than 6" o.c.. Trim at least three inches from the end of the first shingle to ensure that the cutouts of the first course are not placed over the starter strip joints. If roll roofing is used for the starter strip, nail along a line not greater than 4" above the eave line nailing not greater than 12" o.c_ ASTM D 4586 flashing cement shall be applied as noted above for non sealing shingle starter. If more than one piece of roll roofing must be used, the end joint shall be butted. Joints shall be staggered with succeeding shingle joints. Number of starter joints shall be kept to a minimum. Be sure the first course is laid straight, checking it regularly during application against a horizontal chalk line. A few vertical chalk lines aligned with the ends of shingles in the first course will ensure proper alignment of cutouts. A shingle hatchet is an acceptable alternative to the use of succeeding chalk lines. Ifstarter used does not provide a 'seal strip, bond the tabs of each shingle in the first course to the starter strip by placing a spot of ASTM D 4586 flashing cement about the size of a quarter on the starter strip beneath each tab if a non self sealing starter is used. Avoid excessive use of the cement, as it may cause blistering. The first course stare with a full shingle, while succeeding courses start with 4, 5. or 6 inches removed relative to the preceding course. or as approved by the manufacturer. Rake and valley courses shall be terminated with tabs not less than 12" wide. Page 8of20 rank Zuloaga, Roofing Plans xamincr Product Control Division JAN -15 -1998 11:36 P.09/20 Note: Fastening: Note: Flashing: To obtain the correct exposure for square -tab strip shingles, align the butts with the top of the cutouts in the course below. Install no- cutout shingles and those with variable butt lines according to the manufacturer's directions to obtain correct exposure. • Product Control No.: 97- 0317.02 Manufacturer's label states additional installation requirements for this product. Follow manufacturer's instructions concerning shingle alignment. See'Expose and Course Layout' - Detail 'A' attached. Use six nails or approved fasteners per shingle. Fasteners shall be minimum 12 ga. x 1' /," galvanized roofing nails, or other fasteners with Dade County Component Approval. Place the fasteners according to fastener Detail '13', attached. Alin the shingles properly to avoid exposing fasteners in the course below. Fasteners shall penetrate through the sheathing or wood plank a minimum of or penetrate a 1" or greater thickness of lumber a minimum of I". Drive the fasteners straight and do not break the shingle surface with the fastener head. Do not drive fasteners into knot holes or cracks in the roof deck. Repair faulty fastening immediately. If fastener does not penetrate the deck properly, remove the fastener and repair the hole in the shingle with ASTM D 4586 flashing cement or replace the entire shingle. Do not nail into or above factory- applied adhesives. Ensure no cutout or end joint is less than 2 inches from a nail in an underlying course. Start nailing from the end nearest the shingle just laid and proceed across. Do not attempt to re -align a shingle by shifting the free end after two nails are in place. Drive nails straight so that the edge of the nail head does not cut into the shingle. Nail heads should be driven flush with the shingle surface. Fasteners shall not be overdriven. Manufacturer's label states additional installation requirements for this product. Follow manufacturer's instructions concerning fastener alignment. SecFastening Pattern and Physical Dimensions - Detail "13" attached. Roof planes that butt against vertical walls shall be step flashed with 10" Tong metal shingles which are 2" wider than the exposed face of the roofing shingles. Place the first flashing unit over the end of the starter strip and position it so that the tab of the end shingle in the first course covers it completely. Secure the horizontal atm to the roof with two approved roofing nails, Do not nail flashing to the wall; settling of the roof could damage the seal. Apply the first course of shingles up to the wall. Position the second step flashing strip over the end shin�Ie i the first course inches up from the butt so that the tab of the end shingle in the second course covers it completely. Fasten the horizontal arm to the roof The second course of shingles follows, the end is flashed as in the preceding courses and so on to the top of the intersection. Bring siding or other wall treatment down over the vertical sections of the step flashing to serve as cap flashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof Zinc. Page 9 of 20 Frank Zuloaga, Roofing Plans Examiner Product Control Division JAN -15 -1998 11:36 Soil Stacks and Vent Pipes: Chimneys: I'age 10 01 20 u oaga, P.10/20 Product Control No.: 97- 0317.02 Vertical sidewalls shall be flashed. Apply shingles up the roof until a course must be trimmed to fit at the base of the vertical wall. Adjust the exposure slightly in the previous two courses so that the last course is at least 8 inches wide. Apply a continuous piece of metal flashing over the last course of shingles by embedding it in approved flashing cement and nailing it to the roof. The metal flashing strip shall be bent to extend at least 5 inches up the vertical wall and at least 4 inches onto the last shingle course, Do not nail the strip to the wall. Apply an additional row of shingles over the metal flashing strip, trimmed to the width of the strip. Bring siding down over the vertical flashing to serve as cap flashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof line. Do not nail siding into the vertical flashing. If the vertical front wall meets a sidewalt, as in dormer construction, cut flashing so that it extends at least 7 inches around the corner. Continue up the sidewall with step flashing as detailed above. Apply shingles up to the vent pipe. Cut a hole in a shingle to go over the pipe and set the shingle in ASTM D 4586 flashing cement. A preformed flashing flange that fits snugly over the pipe is then placed over the shingle and vent pipe and set in approved flashing cement. Place the flange over the pipe to lay flat on the roof. After the flashing is in place, resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in approved flashing cement where they overlap the flange. Avoid excessive use of cement as it may cause blistering. Do not drive fasteners close to the pipe. The lower part of the flange shall overlap the lower shingles and the side and upper shingles shall overlap the flange. For ventilator and exhaust stacks, follow the same procedure, but bring the shingles up to the pipe from both sides and bend the flange over the ridge to lie in both roof planes. overlapping the roof shingles at all points. Ridge shingles are then positioned to cover the flange. Embed the ridge shingles in approved flashing cement where they overlap the flange. Chimneys shall be flashed with a two -piece base and cap flashing to allow for differential movement. Apply shingles up to the front edge of the chimney before any flashings are installed. Apply a coat of AS1'M D 41 asphalt primer if the chimney is constructed of masonry or metal to seal the surface and to provide good adhesion to all points where flashing cement will later be applied. Install 26 ga. corrosion resistant metal, or other approved corrosion resistant materials, as base flashing between the chimney and the roof deck, on all sides. Apply the base flashing to the low side of the chimney first, Bend the base flashing so that the lower section extends at least 4" over the shingles and the upper section extends at (east 12" up the vertical face of the chimney. Work the flashing firmly and smoothly into the joint between the shingles and chimney. Set both the roof and chimney overlaps in approved flashing cement placed over the shingles and on the chimney face, The flashing may be secured against the chimney with one or two nails to hold it in place until the cement sets. Use metal step flashing for the sides of the chimney, positioning the units in the sane - - 'cal Product Control Division Exam iner JAN -15 -1998 11:37 Hips and Ridges: Nlinimum Slope: 2 ":12" to 4 ":12" Maximum Firc Classification: Class 'A' P.11/20 Product Control No.: 97-0317.02 sidewall. Cut, bend and apply the step flashing around the sidc of the chimney. Secure each flashing unit to the masonry with approved flashing cement and to the deck with approved nails. Embed the end shingles in each course that overlap the flashing in an 8" bed of approved flashing cement. Place the rear base flashing over the cricket and the high side of the chimney. Apply the high side base flashing by bringing the end shingles in each course up to the cricket and secure in a bed of approved flashing cement. Cap flashings shall be installed over all base flashings. Set the metal cap flashing into the brickwork or exterior siding material. If brick, rake out the mortar joint to a depth of I'' 'A inches and insert the bent edge of the flashing into the cleared joint. Refill the joint with mortar. Bend the cap flashing down to overlap the base flashing. Use one continuous piece of cap flashing on the low side of the chimney. On the sides and high side of the chimney, use several pieces of similar -sized flashing, trimming each to fit the particular location of brick joint or substrate material. Start the side units at the lowest point and overlap at least 3 inches. Chimney crickets shall be waterproofed in compliance with options published by the shingle manufacturer. If crickets are formed front wood, or other nailable materials a double layer underlayment shall be applied prior to waterproofing. Apply premanufactured hip and ridge shingle components or cut hip and ridge shingles from manufacturer's shingles, where approved. Lay hip and ridge away from prevailing wind. Insure all fasteners are covered. Exposure shall not exceed 5" unless premanufactured hip and ridge specifically allows for greater exposure. Taper the lap portion of each cap shingle slightly so that it is narrower than the exposed portion. Page 11 of 20 ran v Zuloaga, Roofing Product Control Division aminer JAN -15 -1998 11:37 Edge Metal: Note: Valleys: SYSTEM APPLICATION Slope Range: 4 ":12" and Greater P.12/20 Product Control No.: 97- 0317.02 Underlayment: Underlayment shall be applied in accordance with the South Florida Building Code, Section 3403.5(f)(2); Two plies of minimum ASTM D j26, Type I felt overlapped 19 ", or a single layer of ASTM D 226 Type 11 felt overlapped 4 ". Head lap shall be 6 ". Underlayment shall be installed with minimum 12 ga. x I'/" corrosion resistant roofing nails and minimum 32 ga. x I'/," diameter tin caps, spaced 12" o.c, in a grid pattern in the field and 6" o.c. at the laps_ Nails shall penetrate through the sheathing or wood plank a minimum of or penetrate a I" or greater thickness of lumber a minimum of 1 ", Edge metal and installation shall be in compliance with the South Florida Building Code Section 3408.2 and 3408.3: Minimum .021" (26 ga.), 2" x 2" galvanized or other approved corrosion resistant material nailed over top of the underlayment at 4" o.c., with minimum 12 ga. x 1'h" corrosion resistant annular ring shank roofing nails at all perimeters. The nails shall be manufactured from similar and compatible material to the termination profile. All composite materials shall be fashioned with non- ferrous nails. At corners, the ends of adjoining approved drip edge shall be overlapped 7 ", notched and bent around the corner. Straight lengths of approved drip edge shall be overlapped not less than 3 ". Sce Dade County Protocol PA 111(4.3.4), figure 2. All intersections, eaves, rakes, valleys, gable ends, and starter course shall be set in a 8" wide strip of' ASTM 0 4586 flashing cement. Valleys may be applied in open, closed or weaved fashion. Valley metal shall be in compliance with the South Florida Building Code section 3408.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing; or ASTM D 224 smooth roll roofing shall be installed over the underlayment at all close cut or woven valleys, centered in the valley.. The roll roofing shall be nailed 6" o.c. with minimum 12 ga. x I %" roofing nails at each edge. Nails shall penetrate through the sheathing or wood plank a minimum of or penetrate a I" or greater thickness of lumber a minimum of 1". Endlaps shall be 12" and adhered with ASTM 0 4586 flashing cement, in open valley applications a minimum 16" wide, 26 ga. galvanized metal; or other approved corrosion resistant material shall be installed, and may be roiled or preformed, Set valley in a bed of ASTM 0 4536 flashing cement, applied in two 4" wide strips at each exterior edge, with a maximum thickness of 1/3 ". Fasten valley metal with minimum 12 ga. x 14" galvanized annular ring shank roofing nails 12" o.c. 1" in from each exterior edge. Nails shall penetrate the sheathing or wood plank a minimum of or penetrate a 1" or greater thickness of lumber a minimum of I ". Strip in the the two exterior ede,es with flashing cement and approved reinforcement. Overlaps shall be 12" minimum and adhered with ASTM D 4586 flashing Cement. Page 12 of 20 Fran • Zuloaga, Roofing P ans . amincr Product Control Division JAN -15 -1998 11:3e Starter strip: First and Succeeding Courses: 1 / • to (f self - sealing shingles are used for the starter strip, remove the tab portion of each shingle and position the remaining strip with the factory- applied adhesive face up along the eaves. Trim material from the end of the first shingle in the starter strip according to manufacturer's specifications to ensure that the cutouts of the first course of shingles are not placed over the starter strip joints. Fasten starter strips parallel to the eaves along a line above the cave line according to manufacturer's specifications. Position fasteners to insure they will not be exposed under the cutouts in the first course. P.13/20 Product Control No.: 97-0.317.02 The starter strip may be either a row of non - laminated shingles trimmed to the shingle manufacturer's recommendations or a strip of mineral- surfaced roll roofing not less than 7 inches wide. Starter strip and shingles shall overhang the eaves by if shingles without a self - sealing strip are applied, the tabs shall be removed and ASTM D 4586 flashing cement shall be applied in spots approximately the size of a quarter at the corner of each tab of the first course. Starter shingles shall be nailed along a line not greater than 4" above the eave line nailing not greater than 6" o.c.. Trim at least three inches from the end of the first shingle to ensure that the cutouts of the first course are not placed over the starter strip joints. If roll roofing is used for the starter strip, nail along a line not greater than 4 "above the eave line nailing not greater than 12" o.c. ASTM D 4586 flashing cement shall be applied as noted above for non sealing shingle starter. If more than one piece of roll roofing must be used, the end joint shall be butted. Joints shall be staggered with succeeding shingle joints. Number of starter joints shall be kept to a minimum. Be sure the first course is laid straight, checking it regularly during application against a horizontal chalk line. A few vertical chalk lines aligned with the ends of shingles in the first course will ensure proper alignment of cutouts. A shingle hatchet is an acceptable alternative to the use of succeeding chalk lines. if starter used does not provide a 'seal strip, bond the tabs of each shingle in the first course to the starter strip by placing a spot of ASTM D 4586 flashing cement about the size of a quarter on the starter strip beneath each tab if a non self sealing starter is used. Avoid excessive use of the cement, as it may cause blistering. The first course starts with a full shingle, while succeeding courses start with 4. 5, or 6 inches removed relative to the preceding course, or as approved by the manufacturer. Rake and valley courses shall be terminated with tabs not less than 12" wide. To obtain the correct exposure for square -tab strip shingles, align the butts with the top of the cutouts in the course below. Install no- cutout shingles and those with variable butt lines according to the manufacturer's directions to obtain correct exposure. Page 13 of 20 ran Zuloaga, Rooting • a aminer Product Control Division JAN -15 -1998 11:38 P.14/20 Note: Fastening: NO Flashing: Product Control No.: 97- 0317.02 Manufacturer's label states additional installation requirements for this product. Follow manufacturer's instructions concerning shingle alignment. See'Expose and Course Layout' - Detail 'A' attached. Use six nails or approved fasteners per shingle. Fasteners shall be ntinimum 12 ga. x 1' /," galvanized roofing nails, or other fasteners with Dade County Component Approval. Place the fasteners according to fastener Detail 'IT, attached. Align the shingles properly to avoid exposing fasteners in the course below. Fasteners shall penetrate through the sheathing or wood plank a minimum of or penetrate a 1" or greater thickness of lumber a minimum of 1". Drive the fasteners straight and do not break the shingle surface with the fastener head. Do not drive fasteners into knot holes or cracks in the roof deck. Repair faulty fastening immediately. if fastener does not penetrate the deck properly, remove the fastener and repair the hole in the shingle with ASTM D 4586 flashing cement or replace the entire shingle. Do not nail into or above factory - applied adhesives. Ensure no cutout or end joint is less than 2 inches from a nail in an underlying course. Start nailing from the end nearest the shingle just laid and proceed across. Do not attempt to re -align a shingle by shifting the free end after two nails are in place. Drive nails straight so that the edge of the nail head does not cut into the shingle. Nail heads should be driven flush with the shingle surface. Fasteners shall not be overdriven. Manufacturer's label states additional installation requirements for this product. Follow manufacturer's instructions concerning fastener alignment. SeeFastening Pattern and Physical Dimensions - Detail "B" attached. Roof planes that butt against vertical walls shall be step flashed with 10" long metal shingles +vhich are 2" wider than the exposed face of the roofing shingles. Place the first flashing unit over the end of the starter strip and position it so that the tab of the end shingle in the first course covers it completely, Secure the horizontal arrn to the roof with two approved roofing nails. Do not nail flashing to the wall; settling of the roof could damage the seal. Apply the first course of shingles up to the wall. Position the second step flashing strip over the end shingle in the first course 3 inches up from the butt•so that the tab of the end shingle in the second course covers it completely. Fasten the horizontal arm to the roof. The second course of shingles follows, the end is flashed as in the preceding courses and so on to the top of the intersection. Bring siding or other wall treatment down over the vertical sections of the step flashing to serve as cap flashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof line. Vertical sidewalls shall be flashed. Apply shingles up the roof until a course must be trimmed to fit at the base of the vertical wall. Adjust the exposure slightly in the previous two courses so that the last course is at least 8 inches wide. Apply a continuous piece of metal flashing over the last course of shingles by embedding it in approved flashing cement and nailing it to the roof. The metal flashing strip shall be bent to extend at least 5 inches up the vcrt' P r • to the Page 14 of 20 oaga, - • • ' • xaminer Product Control Division JAN -15 -1998 11:39 Soil Stacks and Vent Pipes: Chim ncys: P.15/20 Product Control No.: 97- 0317.02 last shingle course. Do not nail the strip to the wall. Apply an additional row of shingles over the metal flashing strip, trimmed to the width of the strip. Bring siding down over the vertical flashing to serve as cap flashing. Wall treatment or cap flashing shall terminate a minimum of 3" above the roof line. Do not nail siding into the vertical flashing. lfthe vertical front wall meets a sidewall, as in dormer construction, cut flashing so that it extends at least 7 inches around the corner. Continue up the sidewall with step flashing as detailed above. Apply shingles up to the vent pipe. Cut a hole in a shingle to go over the pipe and set the shingle in ASTM D 4586 flashing cement. A preformed flashing flange that fits snugly over the pipe is then placed over the shingle and vent pipe and set in approved flashing cement. Place the flange over the pipe to lay flat on the roof. After the flashing is in place, resume shingle application. Cut shingles in successive courses to fit around the pipe and embed them in approved flashing cement where they overlap the flange. Avoid excessive use ()foment as it may cause blistering. Do not drive fasteners close to the pipe. The lower part of the flange shall overlap the lower shingles and the side and upper shingles shall overlap the flange. For ventilator and exhaust stacks, follow the same procedure. but bring the shingles up to the pipe from both sides and bend the flange over the ridge to lie in both roof planes, overlapping the roof shingles at all points. Ridge shingles are then positioned to cover the flange. Embed the ridge shingles in approved flashing cement where they overlap the flange. Chimneys shall be flashed with a two - piece base and cap flashing to allow for differential movement. Apply shingles up to the front edge of the chimney before any flashings are installed. Apply a coat of ASTM D 41 asphalt primer if the Chimney is constructed of masonry or metal to seal the surface and to provide good adhesion to all points where flashing cement will later be applied. Install 26 ga. corrosion resistant metal, or other approved corrosion resistant materials, as base flashing between the chimney and the roof deck, on all sides. Apply the base flashing to the low side of the chimney first. Bend the base flashing so that the lower section extends at least 4" over the shingles and the upper section extends at least 12" up the vertical face of the chimney. Work the flashing firmly and smoothly into the joint between the shingles and chimney. Set both the roof and chimney overlaps in approved flashing cement placed over the shingles and on the chimney face. The flashing may be secured against the chimney with one or two nails to hold it in place until the cement sets. Use metal step flashing for the sides of the chimney, positioning the units in the same manner as flashing on a vertical sidewall. Cut, bend and apply the step flashing around the side of the chimney. Secure each flashing unit to the masonry with approved flashing ccirient and to the deck with approved nails. Embed the end shingles in each course that overlap the flashing in an 8" bed of approved flashing cement. Place the rear base flashing over the cricket and the high side.of the chimney. Page 15 of 20 ran uloaga, Roo _ . amincr Product Control Division JAN -15 -1998 1140 Hips and Ridges: Slope Range: Maximum Fire Classification: Apply the high side base flashing by bringing the end shingles in each course up to the cricket and secure in a bed of approved flashing cement. Cap (lashings shall be installed over all base fleshings. Set the metal cap flashing into the brickwork or exterior siding material. If brick, rake out the mortar joint to a depth of 1'/ inches and insert the bent edge of the flashing into the cleared joint. Refill the joint with mortar, Bend the cap Clashing down to overlap the base flashing. Use one continuous piece of cap flashing on the low side of the chimney. On the sides and high side of the chimney, use several pieces of similar -sized flashing, trimming each to fit the particular Location of brick joint or substrate material. Start the side units at the lowest point and overlap at least 3 inches. Chimney crickets shall be waterproofed in compliance with options published by the shingle manufacturer. If crickets are formed from wood, or other nailable materials a double layer underlayrnent shall be applied prior to waterproofing. Apply prcmanufactured hip and ridge shingle components or cut hip and ridge shingles from manufacturers shingles, where approved. Lay hip and ridge away from prevailing wind. Insure all fasteners are covered. Exposure shall not exceed 5" unless premanufactured hip and ridge specifically allows for greater exposure. Taper the lap portion of each cap shingle slightly so that it is narrower than the exposed portion. 4 ":12" and Greater Class 'A' Page 16 of 20 Product Control No.: 97- 0317.02 uloaga, ' oo Product Control Division xaminer P.16/20 JAN -15 -1998 11:40 P.17/20 LIMITATIONS: 1. Shingles shall be labeled with the Product Acceptance Number noted above. 2. The manufacturer shall provide clearly written application instructions. 3. Underlayment materials and application shall be in compliance with Chapter 34 of the South Florida Building Code. 4. This is a general application procedure for asphalt and modified asphalt shingles. Manufacturers may place additional requirements upon roof system installations in the South Florida Building Code jurisdiction for warranty purposes. Consult manufacturer's application instructions before system installation. 5. Exposure and course layout shall be in compliance with Detail 'A' , attached. 6. Nailing shall be in compliance with Detail '13', attached. 7. System shall not be installed at slopes less than 2 ":12 ". 8. Applications for roofing permits must be accompanied by Section II of the Uniform Building Permit, clearly indicating the extent of the work to be performed, along with current manufacturer's specifications and details. In addition, a copy of this approval shall be attached to the permit application. Reference shall be made to all appropriate data for the required fire rating. Page 17of20 Product Control No.: 97- 0317.02 u oago. Product Control Division xaminer CD CD 00 0 fJ 11 "cuff 6 "off Full 11 "off 6 "off Full 6th 3rd 5th 2nd 4th 1st Deck Starter JAN-15-1998 11:41 P.19/20 Release Tape 39-3/8' 13-3/4" Front Side DETAIL B Page 19 of 20 Product Control No.: 97-0317.02 r3/8' 2' 1 1 1 1 1 Back Side n Zuloaga, Roottng Product Control Division 1/2" aminer JAN -15 -1998 11:41 G.A.P. Materials Corp. ACCEPTANCE NO.: 97- 0317.02 1361 Alps Road APPROVED :April 22, 1997 Wayne, N.J. 07470 EXPIRES :April 22, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (3) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 20 ENT.) OF THIS ACCEPTANCE Page 20 of 20 P.20/20 Product Control No.: 97- 0317.02 uoaga, R Product Control Division TOTAL F.20 .API : DUFFY REALTY I. 09:30 FAX 305 236 6185 SF PIYE ISLAND VP 002 • aentlernens PHcre X10. : 305 758 6276 Rug. 05 1994 10 :11RM P1 LONSDALE ASSOCIATES CONSULTING INQINECRA April 18, 1983 Hon. Mayor & Village Council Village Hall Miami Shores, FL. 33138 Re: Residence at 882 N.E. 97th Street a At the request of the Village Planning &•Boning Board, I was retained by the owner of the referenced residence to inves- tigate the capacity of the existing roof rafters to carry the load of a cement tile . roof in lieu of the existing mine- ral slate shingle roofing. 1 have examined the plans of the house which are on file in the Village Building Department, and have made an on -site' inspection of the roof to the extent possible due to the limited access to the attic space. The rafters are 2" x 6" except over the garage where they are 2" x 8" due to the longer spans involved. Based on these examinations and our calculations, we recommend that a tile roof NOT be installed on these rafters, as the spans exceed the maximums imposed by Section 29 of the South Florida Building Code for members of these sizes and under the projected weights of a cement tile roof plus live load of 59 # /sq. ft. If you have any questions on the above, please advise. Respectfully submitted, LONSDALE ASSOCIATES e B. Lonadale, P.E. • eL" (il7 7 liami cJ hores d illQ 9 a �� F L 0 R 1 0 ` A 003 6 ' PLANNING BOARD AGENDA OF AML \�'" 1941 ITEM NO. 16 Name of Owner /Applicant kl--b- 40) ‘ICW.1- f Phone No. `3 Address of Property, and /or Legal Description %v 97 ST Nature of Request qd ° Vb s Alte r vi t.4 04.tiNom r R,—goo Present Zoning Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances/ -:- v ?-r t)4co 6 'moo D *).1' b retiR. Pte, 'i% stAk 4 G 4 , Raw - l r k tA Council Action Required N4 Date of Applicant Notification Planning Board Action Aclit.liOtteatr Niimit1` tik-riN Acto4 t44. Counci 1 Action AVM Director of Building and Zoning t N( e>r ;: ;fr eJcN cifrdv Om- ._ t,`1NT A5'Bt =4Yas • 0 s 2.-t. 4, 1..0 :C CLr: • �9?1s o= E,cor _ - 'pLR 5YG2 W 1 Tl1 FLU 'lt " - Sc V i.N7t 10:.0.0 'ZxG"i -is LTC.p 5 -oc • • i K. �.:r • :p�6 AL SS 21. Q tvL. Y' _ W lz 1i t M �' P_'L 1..�.5'.b c„ .mac ors: Application is hereby made for the approval of the detailed statement ur me 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. Owner's Name and Address ALLAN Rr KEILEY Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors). — and for no other purpose. Ncw Building Remodeling Addition ire —roof No. of Stories 1 To be constructed of Kind of foundation Roof Covering. .#3 325 Prestigglie Estimated Total cost of improvements $ 6 ,3 . 44, 00 Amount of Permit & 20.00 — 38 sq Shingles 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 build' be sent to The undersigned applicant for this building permit does hereby certify that he understands and of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General anti has complied with the provisions thereof, and will require similar compliance from all co tra in the work to be performed under this permit; and will post or cause to be poye44a insp ion or notices as are required by the Act. The undersigned agrees to employ onl permit, as are licensed by Miami Shores Village. Remarks .__._.__ (Signe STATE OF FLORIDA, COUNTY OF DADE. J Before me, the under igrjd authority, a notary public, duly authorizcd to administer oaths and take acknowledgments. personally ap- peared ._... 2V-1 and who, being by me first duly sworn, upon oath deposes and says that he is the. C°A rll.4cTVe- of the above described construction, that he has efully read the foregoing application, and that he did sign the same, and that all facts therein by him stated e true.. L )) Permit No.._. :.. .......... Date Disapproved (Signed) APPLICATION FOR BUILDING PERMIT SS. Building Inspector 882 NE 97th Street Chairman Member Member .. ... _ ....._......_..._.�...._....... Council Approved Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT No.... ggr .__.._.. Street_.Z 97_ St ..._. such a n its constr cepts his obligations as a ws of Florida, Permanent ors or sub - contractors em the site of the work PALMF.RS ROOF RITE .Q,, .,. Iwo, ... 3555 L 74th Streetmiami Ht. ttt• ^Lt•tRtltttt ?NtM•tt,..... b[Ctt Rea worn to and Subscribed before me: ion may employer ip plemrent, oyed by him public notice ormed under this to me well known, Notary Public, SSta of F1 a "vot ruu Bt'ete of ,Florida. al? Large My Commission Expires .M siig ..... nA'ti 1986 \ PLANNING BOARD DATE Member Member Member _.._ Disapproved Date has been obtained from NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Pl Ito.ird. A rv.in.iiE; lion fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection ce faulty materials and /or workmanship.