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561 NE 101 St (3)
Date o 2 - 14-4 q Legal Description Owner/Lessee / Tenant Owner's Address 5 /If / 5 % •• Contractin Co. ?iQ 5Th & F i Ataa C"—P. liacl /V Z(Jn/ l'l0 Qualifier State # ezC Qrf Architect/Engineer Bonding Company Mortgagor AVING FENCE SIGN WORK DESCRIPTION Z: 4t� RE, P4i 04/C. °41 .714444-L, o tW4 tt �s � Ka 7e-#I ( ;9 €d - -' 5,4riAtcz,E Dice. C :f il Square Ft. Estimated Cost (value) �,C700 • — 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 re g construction and zoning. Furthermore, I authorize the above -named coo actor to do the work stated. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA Signature of own -r'an �'/or Condo President / tary as to Owner and/ y Commission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 5 1 ^/e- toy ST. Tax Folio T el Municipal # i Competency # 'G 9 Ins. Co. – 27 1 V9, Date sident Date RODRIGUEZ ��r PL MARIA CC 518668 o t COMMISSION z �i c ORES EC 17, 1999 v ... O BONDDED INC. OF FA T. ATLANTIC BONDING APPROVED: Zoning Building g q1 1 Mechanical Plumbing Historically Designated: Yes No Master Permit # -t Phone 3as Address /0/0 > -c 4 4 4 " „ ANAL CoSC.4 SS# -, - Phone 30J Ur - s — fo / Address Address Address Signa Not as to Contractor or-0 Date Commission Expires: Electrical .0.RY MARIA RODRIGUEZ _� ..• COMMISSION # CC 516666 "' Q EXPIRES DEC 17, 1999 • ^� O BONDED THRU OF F` ATLANTIC BONDING CO., IMC. FEES: PERMIT (() V RADON C.C.F. Q Q NOTARY -- o BOND Li) TOTAL DUE (?0 Engineering Miami Jhores9611.age G L O R 1 O A PLANNING BOARD AGENDA OF March 18, 1999 ITEM NO. 5 Name of Owner /Applicant Jane Hyde Name of Architect/Contractor Presto Roofing Corporation Phone No.( 305) 756 -0561 Phone No.(305) 685 -5101 Address of Property, and/or Legal Description 561 N.E. 101st Street Nature of Request approval of variance to install fiberglass shingles. Present Zoning R -21 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances /WCZEW Section 523.1 Council Action Required Planning Board Action APPROVED 3 /18 / 99 Council Action 1Z6/7 Director of Building and Zoning Section 523.1. Construction. Construction of all exterior walls and all structural elements of a building shall be of stone, cement or cement products, brick or tile, and as further detailed in Chapter 27 of the South Florida Building Code. All roofs with inclines of not less than two and one -half (2 inches per foot and all mansard fascias shall be of the following materials: (1) Clay tile; (2) White concrete tile; (3) Solid colored cement tile which color is impregnated with the same color intensity throughout; (4) Thick butt variegated slate; SKETCH OF SURVEY scALE: I" e ; 8uILOING CODE COMPLIANCE OFFICE SUIT= 1603 •IET.O - CAC= FL. "GL_F SUILOING 140 10E57 FLAGLEF S % t•n.V.tl. FLORIDA 231:30.1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1 361 Alps Road Wayne, N.J. 07470 METRO= OLITAN, DADE COUNTY. FLORIDA SIF = O DAt7� FLAGL =R SUILDING (305) 3 FAX (205) T 5 -2908 PFCOUCT CONTFCL SECTION (305) 77S-2902 FAX (305) 372•6339 Your application for Product Approval of: G.A.F. Royal Soverci,n under Chapter 3 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: Undenvriters Laboratories, Inc. and Center for Applied Engineering, Inc. flas 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 pate 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. ((this product or material fails to perform in the approved manner. the Buildin: 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 Buildin_ 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 Buildin: Code. The expense of such testing will be incurred by the manufacturer. AAcceptance ttio..97- 03(T.UI Rcnc . ys:9 4- 0105.06 aul Rodriuucz Expires:04 /33/00 Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This applicatior for Product Approval has been reviewed by the (Metropolitan Dade County Building Code Compliance Department and approved by the Building Codc Committee to be used in Dade County. Florida under the conditions set forth above. Approved:0 -I /22/97 Charles Danger. P.E. Director Buildint: Codc Compliance Dcpt. Metropolitan Dade County SjTCH OF SURVEY SCALE: I,, e ea' I .I t4. r A .... 07 cFi Z I February 24, 1999 VILLAGE OF MIAMI SHORES BUILDING AND ZONING 10050 NE 2nd Ave. Miami shores, Florida RE: Slope Roof 561 NE 101 St. Miami Shores, Florida Roof Permit No: Gentlemen: The structure supporting the overhang that shield the kitchen door entry on the west side of the subject home is insuffiency to support the roof tiles and is thefore suggested that shingles by installed for this roof. Cordially yours, AS F . . Florida�Register # 23070 FIDIAS F. FLAQUER, P.E. Consulting Engineer 14801 SW 89 Ave. Miami, Florida 33176 305 - 233 -1664 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: R oo : Pil 4 <ur ROOF CATEGORY ❑ w Slope Application) 1:1 (Nail -On Tile) El (Mortar-Adhesive Set Tile) (Asphalt/Fiberglass Shingle : L1 ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE Job Address: 56 1 AE. tot ST. ❑ New Roof ❑ Re- roofing . ❑ Recoverin t! Repair ❑ Maintenance Flat Roof Area (ft SlopRoof Area (ft Irk/ Total (ft 0 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): / Ft. v Ft. V A Deck type: ATTACHMENT Fastener Type: Field: SPACING Perimeter: Corner: DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) r ROOF PLAN 12101 -78 9/96 Page -1 5-,< i/_ s Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventil 'on? MEAN HEIGHT Deck type: Wilder Underlaynlent: 1� Insulation: Fastener type & spacing: Cap Sheet: 12" ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION Roof Covering: Drip edge: 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 (Pmaxl: X a (Aerodynamic Multiplier): ) - M (Pmax2: X a (Aerodynamic Multiplier): ) - M (Pmax3: X ? (Aerodynamic Multiplier): ) - M TILE CALCULATIONS = M M = M PCA: PCA: PCA: Page -2 METR•DADE G.A.F. Materials Corporation 1361 Alps Road Wayne, N.J. 07470 Acceptance tNo.:97- 0317.01 Renews:94- 0105.06 Approved:04 /22/9 METRO :01 IT:,IN, OADE COUNTY. FLORIDA VIE T P.O•DADE FL.AGLER BUILDING BUILDING CODE COMPLIANCE OFFIC SUITE 1603 METRO -DACE FLAGLER SUIT DING 140 WEST FLAGLER STREET MIAMI. FLORIDA, 33130.1563 (305) 3 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 3 -2908 Your application for Product Approval of: G.A.F. Royal Sovcrci2n under Chapter 3 of the rvfetropolitan Dade County Code governing the use of Alternate Nfaterials 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 resting. If this product or material fails to perform in the approved mariner, 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. ' 'Z1( aul Rodriguez Expires:0- 1/22/00 Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This applicatiop for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved brthe Building Code Committee to be used in Dade County. Florida under the conditions set forth above. PRODUCT CONTROL SECTION (3C5) 375-2907 FAX (305) 372.6339 / Charles Danger. P.E. Director Buildin!_ Code Compliance Dept. Metropolitan Dade County Applicant: GAF Building Materials Corp. 1361 Alps Road Wayne, Nev Jersey 07470 Category: Prepared Roofing Sub - Category: Shingles Type: Asphalt Sub -Type: 3 - Tab PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL SYSTEI 1 DESCRIPTION Product Control No.: 97-0317.01 Product Control No: 97- 0317.01 Approval Date:April 22, 1997 Expiration Datc: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': 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. Contact: ROYAL SOVEREIGN - 3-TAB B. Randall Ziegler National Manager Technical Services Phone:201 -623 -3434 Fax: 201- 623 -3365 Page 2of20 Hank Zuloaga, Roofing P ans xaminer Product Control Division Product Control No.: 97- 0317.01 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT GAF Royal Sovereign 12" x 36" Dimensions Test Specifications Product Description Pagc 3 of 20 PA 110 Fiberglas reinforced heavy weight asphalt roof shingle, with a 3 -Tab profile Frank Zuloaua. Roofing Plans Exa miner Product Control Division Test ___Croduct Dimensions Specifications Product Description Edge metal Min. .021", ASTM A 525 Corrosion resistant 2 "x 2 ". 262a. edge metal for system termination Tin Caps Flashing Cement Various Shingle Nails Roofing Nails Valley Metal lineral Surface Roll " Various Roofing TRADE NAMES OF PRODUCTS MANUFACTURED BY OTIIERS Min..010" x 1 5 /g" 32 ga. Min. 12 ga.x 1'/A" Min I2ga. x I'/4 Min. 26 ga., 16" wide PA 110 PA 110 Page 4 of 20 Corrosion resistant tin caps ASTM D Cut back, asphalt 45S6 modified adhesive for flashing attachment. Corrosion resistant, deformed, roofing nails for Shingle application Corrosion resistant, deformed. annular ring shank roofing, nails for metal and accessory attachment ASTN1 A 525 Galvanized metal valley flashing. ASTM D 249 Asphalt impregnated. mineral surfaced organic roll roofing. Smooth Surfaced Various ASTM D 224 Smooth surfaced Asphalt Rolled or!_anic rolled Roofing roofing Product Control No.: 97- 0317.01 Manufacturer generic generic generic generic generic generic generic generic Fran Zuloaga. Roofing at s - aminer Product Control Division Roofing Fabric Various ASTM D1663 Organic or inorganic woven fabric to reinforce flashing cement. 30 Felt f _r I Felt Various ASTM D 226, Asphalt type 1 impregnated organic felt for use as a shingle underlayment. Various ASTM D 226 Asphalt • type 11 impregnated organic felt for use as a shingle underlayment. Page 5 of 20 Frank Zuloaga, Roofing amincr Product Control Division Product Control No.: 97- 0317.01 generic generic generic Test Aoencv Center for Applied Engineering Underwriters Laboratories, Inc. Underwriters Laboratories, Inc. Center for Applied Engineering 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 accessorj componer,ts listed within this application are in compliance with South Florida Building Code Requirements. System Trade Names: Royal Svoereign - 3 -Tab Maximum Fire Classification Deck Type Min. " / „” Plywood, or Wood Plank • TEST REPORTS Test Identifier Test Name/Report Date ASTM 3462 Material properties 03/26/94 ASTNI 3462 ASTM 3462 Material properties 03/21/97 ASTM 3462 PA 100 Uplift and wind driven rain 02/23/94 resistance. PA 107 Wind uplift resistance 04/13/94 Modifed ASTNI D 3 161 Classification Class A Page 6 of 20 Product Control No.: 97 0317.01 ran Luloaga. Roofing ans aminer Product Control Division Underlavment: Edge Metal: Note: Valleys: SYSTEM APPLICATIOtN Slope Range: 2 ":1 to <4 ":12" Product Control No.: 97- 0317.01 Underlavment 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 the application of a single layer of ASTM D 226. type 11 or`_anic felt or an ASTM D 2626 coated base sheet as a base ply with a 4" overlap. Had Zaps shall be 6 ". Underlavment shall be installed with minimum 12 tza. x I''A" corrosion resistant roofing nails and minimum 32 ga. x I f /," 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 minirnum of / or penetrate a I" or greater thickness of lumber a minimum or I". Note: All flashing cement used shall be ASTM D 4536 asbestos -free flashing cement. All products shall have Metro -Dade Component Approval. Edge metal and installation shall be in compliance with the South Florida Building Code Section 3403.2 and 3303.3: rMtinimum .021" (26 ea.). 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 I' /a" 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 bc 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 ". See Dade County Protocol PA 111(4.3.3). figure 2. All intersections, caves, rakes, vallevs, gable ends, and starter course shall be set in a 3" wide strip of ASTMI D 1536 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 3403.4. A 36" wide sheet of ASTM D 249 mineral surfaced rolled roofing,: or AST: \I D 224 smooth roll roofing shall beinstalled over the underlayment at all close cut or woven valleys. centered in the valley. The roll roofing shall bc nailed 6" o.c. with minimum 12 ga. x 1'¶A" rooting nails at each edge. Nails shall pcnctratc through the sheathing or wood plank a minimum of or penetrate a 1" or greater thickness of lumber a minimum of 1". Endlaps shall be 12" and adhered with , \STMI D 4536 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 ~M� �41Terr t►{ • ' n two Page 7 of 20 oaga, - u Product Control Division 'cam incr Starter strip: Product Control No.: 97- 0317.01 4" wide strips at each exterior edge, with a maximum thickness of 1/3 ". Fasten valley metal with minimum 12 ga. x It/." galvanized annular ring shank roofing nails 12" o.c. I" in from each exterior 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 I". Strip in the the two exterior edges with flashing cement and approved reinforcement. Overlaps shall be 12" minim UM and adhered with ASTN9 D 4536 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 rooting not less than 7 inches wide. Starter strip and shingles shall overhang the eaves by i /, to v; 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 strip 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 4536 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. II roll roofing is used for the starter strip, nail along a line not greater than 4 "above the cave line nailing not greater than 12" o.c. ASTM D 4536 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. A First and Succeeding Courses: 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 i s an acceptable alternative to the use of succeeding chalk lines. I f 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 ASTv ! : $ ' - _ the sizc Page 3 of 20 G�•'g Product Control D xaminer Note: Fastening: Note: e Product Control No.: 97- 0317.01 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 Icss than 1'" wide. To obtain the correct exposure for square -tab strip shinnies, ali.:n 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. 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 I'/," galvanized roofing nails, or other fasteners with Dade County Component Approval. Place the fasteners according to fastener Detail 'B', 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 I" 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. I f fastener does not penetrate the deck properly. remove the fastener and repair the hole in the shingle %vith ASTNI D 4586 tlashin`_ cement or replace the entire shin!_Ie. 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 "13" attached. Flashing: Roof planes that butt against vertical walls shall be step flashed with 10" Tong metal shingles which are 2" %eider than the exposed C \� _ ace the Page 9 of 20 � r ra`_a, .. t nFcamincr Product Control Division Soil Stacks and Vent Pipes: Product Control No.: 97- 0317.01 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 arni to the roof with hvo approved roofing nails. Do not nail flashing to the %vall: 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 5 inches up from the but so that the tab of the end shingly in the second course covers it completely. Fasten the horizontal arni 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 3 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. Nall 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 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. \ppl■v shingles up to the vent pipe. Cut a hole in a shingle w go over the pipc and set the shingle in ASTrvI D 4336 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 sliingle application. Cut shingles in successive courses to lit around die pipe and embed there 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 flasliin; cement v. here they overlap the flange. Page 10 0( 2'0 F ,. u oaga. Root' • . . arniner Product Control Division Chimneys: i -lips and Ridges: Minimum Slope: 2 ": 12" to 4":1 Maximum Fire Classification: Class \' Product Control NIo.: 97-0317.01 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 ASTrM1 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 i deck, on all sides. Apply the base flashin`, 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 flashin_ 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 die chimney with one or t.vo 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 Clashing cement and to the deck with approved nails. Embed the end shingles in each course that overlap the flashing in an S" bed of approved Clashing 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 !lashings 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 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 flashin`, 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 %vaterproofed in compliance with options published by the shingle manufacturer. if crickets are formed from wood, or other nailable materials a double layer underlavment 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 ‘vind. Insure all fasteners are covered. Exposure shall not exceed 5" unless premarttrfactured 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 I I of 20 Frank 7_uloaga. Roofing . aminer Product Control Division LIMITATIONS: 1- Shingles shall be labeled with the Product Acceptance Number noted above. 7 The manufacturer shall provide clearly written application instructions. 3. Underlavment materials and application shall be in compliance with Chapter 34 of the South Florida Building Code. Product Control No.: 97- 0317.01 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 'B', attached. 7. System shall not be installed at slopes less than 2 ":12 ". 8. Applications for roofing permits must be accompanied by Section 11 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 17 of 20 Frank Zuloaga, Roofing Plans Examiner Product Control Division -6' 6' '- - ••• 1st Course of Shingles 2nd Course of Shingles 3rd Course of Shingles DETAIL A Page 13 of 20 15 ' Drip Edge Product Control No.: 97- 0317.01 rank Zuloaga. Roofing Plans xamincr Product Control Division • l I �e Page 19 of 20 DETAIL B 12' — 5' :::)05 Product Control No.: 97- 0317.01 u oaga, Roo ing aminer Product Control Division Product Control No.: 97- 0317.01 G.A.F. Materials Corp. ACCEPTANCE NO.: 97- 0317.01 1361 Alps Road APPROVED : April 22, 1997 Wayne, N.J. 07470 EXPIRES : April 22, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 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 (8) 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) lithe 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. END OF THIS AC _ Page 20 of 20 Fr oaga, Roo in, ' - iner Product Control Division MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address 6-, /i ... M No.... 4.1"44r . StreetA.. J.Q/ Registered Architect and /or Engineer Name and address of licensed contractor..W44. . Fitt , /9 4 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1 /Ve e State work to be done and pu ose of building by fl • •;s). _ (Signed) Building Insp ctor . -,. T.ff and for no other purpose. New Building Remodeling Addition Repairs No. of SJ odes. .. 2. To be constructed of Kind of foundation • Roof Covering Pe Estimated Total cost of improvements $....� ,� — O).. — s /_ Amount of Permit $. �2....P— 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, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only suc © bcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Si :I-t 001*. STATE OF FLORIDA, COUNTY OF DADE. ss 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. r/ � Permit No.._..— /.307 Date J,1.�... / ( 27..._._ Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida My Commission Expires PLANNING BOARD _.._ DATE Chairman Member .\fcrnber _ Member Member sass.. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspectitm or faulty materials and /or workmanship. p Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE I 1 - 3 ' 9 Y Job Address / �� / o / Tax Folio Legal Description �0 Owner / Lessee / Tenant'` , A v (7% 6 Master Permit # 373 0 )- Owner's Address SZ ( AJ C /° / SY Phone 68.rrAl / Y'�� (> t'll✓� C�g I" /0 4., i/ ���` �b►-✓ 6 0 ' wJ Contracting Co. �/ > Phone 6 g '� , ( o/ State it Municipal # Competency # C ogsse/ Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING AVING FENCE SIGN WORK DESCRIPTION pl. T° 7-/c1 iri=04%r I C°4°4 712 J . 4 027312 A A IFARPQ;A £I Vol (n) LE e l 7 Ig 6304) Square Ft. b Estimated Cost(value) 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 an /or Co d. resident Date: Notary as to Owner and or Condo President My Commission Expires: My Commission Expires: ** * * * * * * * * FEES: PERMIT / U RADON C.C.F. APPROVED: Fire Zoning Buildi Signature o Date: 7� /5 J tor or Owner- Builder Notary ;s to Contractor or Owner- Builder * * * * * * ** NOTARY TOTAL DUE 33o Other Electrical Mechanical Plumbing_ Engineering PanAT . \PPLICATIDN FOR MUNICIPALITIES OF DADE COUNTY / q � Jo (OW 'IER TO RETAIN COPY) Job Add / e: .. / E /0/ Ste_ Legal Des:: iptio i f /� Owner / G: . see / "er.ant - J`� ( COL NE Owner's Id. nss 567 /0/ _ Phone Contract:.n: Co . e 7. . PVG Coe Address /WO /e - 6- 4 4 ) 44 - LoC/c/t -120.' Qual if ie / ' C1,v 01O/VUAD � ? phone State 0 __..._ Architect /E 'g inee -- Bonding Cop .any___ Mortgagor _ Permit Type (circ t!- one): BUI;,DING ELECTRICAL PLUMBING MECHANICAL PAVING WORK DES C; PTD C f" ro 77 L3 f- / � -S Sd ' - __ eibLog-- 71,ter 1 _ R47 /2 di 73 !y Square Ft. WARNING It: DO SO MAY INTEND TO RECORDING : COst: li °a OU I . YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO :tESUI l IN YOUR PAYING TWICE FOR IMPROVEMEN'T'S TO YOUR PROPERTY (IF YOU t7BTA /, FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE YOUR NOTICE OF COMMENCEMENT). Application n her: made to obtain a permit to do work and installation as indicated. I certify that all wurV will to performed to meet they standards of all laws regulating construction in this jurindictior.. I uiHerntand that separate permits are raquire; for ELECTRICAL, PLUMBING, SIGNS, TOOLS, ROO ';; G, r:n i MECHANICAL work. MINER'S AF II.AVIT: I certify that all the foregoing information is accurata: and that all work will be don in c3mpliance with all applicable laws regulating construction and zoning. burthe taar I aut tc: rize the above-named contractor to o the work stated. Notary as My Cominiss eERMIT FEE: caner Expi AFPR r "Ft : Inn i MAC is Competency '.caner zit Condo President C'C i u 'Pe i STA ? L CF r 1UA My Cow� ExP64119/95 c BONDED Fire r I t trr t 1 C e e osrs'S Address Address Address Building Notary as My Commies Tax Folio Master Permit # Exp i Ins. Co. Other F 1 c tsir. a1 rector or Owner - Builder R 7unino STME QF'AAA My Comm Exp6/19/95 YONDED ` r FENCE SIGN p OF i'LOfiii)d, COUNTY wri,li:r••l Cr! in F r w 711E.';5 • O. . B y �/ . cuit and County Cowls D.C. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION ?5R031510 1995 JAN 24 15:36 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. 1. Legal description of property and street address: .SD' / /0/ - 4 1/ 4 ' 4 ** J+44:S 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: iT � ICOO7 I‘. `'7 5. Surety:(Payment bond required by owner from 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: B. 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 d specified) Signa(ure o Owner Print Owners Name Sworn to and subscribed be Notary Public Print Notary's Name • st n1� ¢;,f r km. a cs M Ry'D • r''1 - 14P0-F To> rev (CGA/ - Uo/c a4) % °? Ne /0 r sr- i1 1 v Iv 7 a 2/t ,4 - "V 9z 4 9 3 Ya.Sy L' Q24%UJ C re me this 2/_� day of JAJur ' ,199( '•`"Adolfo B Zunino F:TATE OF FLORIDA :,ty G.,rnrn Eyp6 /19/9F1 BONDED E Prepared by: . ^ac J c7.-- Address: ?ge.-/ 734 . ?3 0 Jf Job Address: S t 4E- 101 s T Contractor: APPENDLX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADRESIVE SET TILE SYSTEMS 1. General The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ▪ Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. • All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: • ❑❑/ New Construction [1d Re -Roof Note: Mortar or adhesive sct tile systems arc not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page - 1 Is the deck solid Deck Type (check one of the following): 0/ Nominal 'A" Plywood (for re -roof only) • Nominal 3 / e " Plywood ❑ Wood Plank " ❑ Other (fill in) Roof Pitch fill Z ": 12" no Process No. ed? (circle 'yes' or 'no') no Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'W:12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tilt nailed with not less than one. nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mcsh with square openings of not lescz than 3 / 8 " which is mechanically attached to the sheathing with not Iess than one nail per 2 ft Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control A..roval for the proposed tile system? (Q no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and Ali :: literature Is the proposed underlayment approved for use with this tile system assembl Job Address: S1of I, 10/ 6r Project Information (continued): If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? Tile Name: Tile M erial: Clay ❑ Concrete ❑ Other: Mortar or Adhesive: no 4. The Tile System Assembly: Contractor: Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ri.no ank, corrossion reisistant nails)? The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. w� Tile: .�P4 1 i / Vbe— Manufacturer: tze /4 EL V7L Gimi Product Control Approval Number: 1 101O(p - 5 Check one of the following which apply to the proposed tile sccurement for use with the proposed tile system assembly: Mortar or Adhesive Set Ti:c Systems Page - 2 Mortar: Manufacturer: Mixing Ratio: ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: Length: ❑ Other: Type: Length: 2( N/A Underlayment: Process No. 11 1, Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. • Job Address: sw I E '/0/ 7 Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: [2 ASTM #30 asphalt saturated felt with: ❑ 19" overlap l/ 6" overlap O 4" overlap Manufacturer: oteei/s ❑ ASTM #15 asphalt saturated felt with: Manufacturer: J Mineral Surfaced Roll Roofing with: ❑ 9" overlap g6" overlap ❑ 4" overlap Manufacturer: ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: II Minimum 12 ga. electro - galvanized roofing nail minimum 32 ga. x 1 5 4 " tin ca Length: Manufacturer. ❑ Other: Type: Length: Manufacturer: 11 O 19" overlap ❑ 6" overlap ❑ 4" overlap Contractor: with Note: >•5 rtar or Adhesive Set Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approval): Field: 1 ? " o.c. Laps: 4. " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: Dimensions: Gauge or Thickness: Finish: ❑ Cold Adhesive: Flashing Cement: Process No. 74- All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): Type: Manufacturer: Type: Manufacturer: Job Address: ■g Ate /0/ LT Adhesives (continued): Contractor: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type Size in ❑ Soffit: Type Size in Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mort r or Adhesive Set Tile Systems Page - 4 Additional Notes: Process No. Job Address: �f NG t/0/ Contractor: Ridge Venting: (H applicable ) Deck: it) rr't_' Type: Thickness: Underlayment: t/ Undcrlaymcnt Fastener: 1 12" DETAIL 111 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Process No. FILLIN APPLICABLE ROOFING COMPONENTS WIIICH MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. ( Where Roofing Component not used in Tile System Assembly, fill in with "NIA ". ) Head Lap Dimension: .7 (minimum 1' unless otherwise specified in the tile system assembly Product Control Approw0 Mortar /Adhesive: Tile: Tile Fastener: Edge Metal or Guttc Fastener: Bird Stop: (if applicable ) Edge Metal or Gutter: Existing or Proposed Soffit Venting: Job Address: .159/ 46 101 S T Contractor: R,�88e Height: Eave Height: Roof an Height (J feet "2-• feet an BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 Insert Building Ridge Height, Eave Height and Roof Mean Height Also insert applicable information pertaining to the building below. (See ASCE 7-88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricance Occanlinc ?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of openings: (See Table 9 ofASCE 7 -88) Ground Level Process No. Job Address: 50 "t E IO I ST Contractor: T- ecoir PA 1„, Mortar or Adhesive Set Tile Systems Page - 7 R-, Sketch Roof Plan, indicating all dimensions, slopes and any rooftop equipment. Also insert variable labeled " which represents perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) BUILDING INFORMATION ##2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Process No. 5 1 ` Job Address: to I ST.- Contractor: COG& 41) The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared who, being first duly sworn, deposes and says that all information submitted herein is true and correct. 9 Licensed Contractor / Owner Signature rn to and subscribed before me this t7 th day of My commission expires: Adolfo B Tr i STATE OF FLORIDA My Comm Exp6/19/95 BONDED otary P lic to of Florida Mortar or Adhesive Set Tile Systems Page - 8 Process No. 06!!3/94 12:15 • METH ;Alf reria El Volcan Hacienda El Volcan Salta Lucia, Estado Miranda Venezuela Your application for Product Approvlal of Alfareria El Volcan. roofing tile under Chapter Construction, Metropolitan Dade County Code S ruing the use of Alternate Materials and Types j and completely described in the plan, specifications andcalculations been recommended mended for wction [Research Laboratory, Inc. and Test' 11 Craig Laboratories, acxeptance by the Building Code Co pliance Office to be used in Dade County, Florida under the S cific Conditions set forth in pag 2 et seq. and in the Standard Conditions detailed on page 3. Thy approval shall be valid for a pe iod of three years. The Office of Code Compliance reserves the right to require retesting of this syst m within the first two years of the approval should any amendments to the South Florida B gilding Code be enacted affectin: ►is .' tent or roof system. / 4 / ACCEPTANCE No: 94- 0106.31 E IRES: ,1E81 4 1997 • THIS IS THE COVE APPROVED: pRODt 1CT CONTROL NOTICE OF ACCEPTANCE * *PLEASE NOTE ** HET, SEE ADDITIONAL PAGES FOR SPECIFIC D GENERAL CONDITIONS. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code �ttee to be in Dade County, Florida under the conditions set forth above. FEB1 4 19 94 i PRODEK. INC. FEB221994 dal A a RA • GI r~1C3a nn_ _ METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 Gil Diamond, P. Product Control Division Supervisor Charles Danger Building Code Compliance Department Metropolitan Dade County NO.341 P001 //23/94 12 :15 1 pliant 41fareria El Volcan 1 acienda El Volcan 1 Santa Lucia Estado Miranda, Venezuela Category. Prepared Roofing Sub -Cate oar Tile Nail -0n/Mo -Set Sub -T Clay TYPe: System D tion I . Alfareria El Volcan, C.A., 1 ted in Miranda, Venezuela, is a manufacturer of clay roofing tile systems for ured in Venezuela and distributed through Prodek, Inc. in the South or I nail_ or mortar -set applications. All tile is rnanul'a et Florida jurisdiction. Alfareria Volcan, C.A. > �1 - -on a lic�tionse The file for profile has matching accessorieSl and "S" Statue Clay Barrel roof tile r mortar set or naa PP trim pieces. The tile is imprin " Alfareria El Volcan, made in Venezuela ". The minimum roof slope fo the nail -on system is 3 " :12 ". Alfareria El Volcan tile has been tested in compliance with the South Florida Building Code requirements for nail -on and mortar set tile applications. Product Control Notice of Acceptance Roofing System Approval Co F rancisco A. Monica Prodek Distributer anta Lucia stado Miranda, Venezuela Product Control No.: 94 -0106.31 Approval Date: Expiration Date: NO.341 P002 FEB 1 4 1994 ,DEB 1 4 199 t U3 1.1:99 /Y3Ub ibUJ3Z3 CLAY ROOFING ING TILES By: A1fareria El Vulcan, C.A. Imported By: P,rodek, luc. Weight per Tile Pieces per Square Overall Size Exposed Size 'filo Thickness Firing Tempezaturo Breaking Strength Water Absorption 1-'1 ' Ala;, 114U. - VOLCAN "5" STATUS - BARREL TYPE TRIM liNnALLAlialliffall 'its technical data sheet provides specifications a( �t Sc and choose met ods onethoci Be application for the product being disc. for your need and check local building code requirements for possible variations from these recommendations. VOLCAN tiles are made from a selected Wend of different types of clay, which are then fired to 1,742 °l obtaining a non - glazed, non- crlstalline grade product- irt►Ni,Cn»nrn 6 lbs. 100 18" x 10 ye 16" x 9114" 1!2" 1,742P 7501bs. Avg. 7,2% Due to the nature of clay, slight variation may oc ur from the e above ve data. `moo measurements should bo checked at time of delivery to performance., L Materials A. Clay Roofing Tile should be yolean "5", as tiwtufactuted by Alfareria 1 1 Yplcan, C.A., 18" in length, by 10 1/4 In width, laid with a minimum egposum of 16". B. Under the eave there shall be (specify one): 1. Mortar filling with weep hole 2. Rubber closure 3. Metal closure ' 4.y love Closure 5. 1" x 2" Cant Strip r C, Hip, Ridge and Liable tilt shall be 18" yr Barrel Type laid with 15" expestue. Pogo .1 , 1101 nrickeU Ave., Ste. 401, Miami, FL 33131 Tel (305) 358 "7251 Fax (305) 358.7323 a L L:LV u.1V v1:a.c..r Volcan Clay Tiles installation Methods & Specs. Page 2 of 5 . 0. u1■ 1I1,. D. Asphalt Plastic Cement Heavy body composed of asphalt and other minerals, conforming to ASTM D2822 and Federal Specifications SSC -153 Type J. E. Cement Mortar The mortar used under the 1°iip, Ridge, Cables, Halt and Field Tile; shall be I.C.B.O. Type M. given in table number 24-A Mortar proportion. 11, DBCKINO Solid decking shall be of proper thickness (112" minimum plywood sbeathin ?) to be structurally adequate and properly fastened to support the anticipated loads. Decking material and installation of it shall comply with all local Building Code Requirements. A. Underlaymcnt Never install underlayment of wet, frozen or icy surfaces, sweep roof surface broom clean. Cover knot holes with tin. Cover all sloped roofs under tile with the best quality asphalt. impregnated roofing weighing no less than 40# per 100 square feet. Consult Your Local Building Codes for Specific Underlayments. For Nall-On Installation Systems: 1. Pitches of less than 3/12: Lay two layers of 300 felt s t right angles to roof surface, nail to secure in place as code roes ices. 2, Pitches of 4/12 and : Lay one layer of 40# felt or equal. Lay 4" head lap and 6" side -lap. Nail to secure in place as coda requires. Ultimate Felt Application (Alfareria El Volcan, C.A. Recommendation): 1. For a longer lasting underlayment, or heavy snow (utas, for 8 " pitches over 4/12, lay two layers of 43# felt, dry lapped at All hips, valleys and ridges shall be overlapped a minimum of 6" each way. Fasten all edges of felt with largo headed nails • 12" o.C. For Mortar-On Installation Systems: L Pitches of less than 3/12 and no greaten' than 5/12: Lay on one layer of 30# felt with large headed nails (or tin Daps) to secure in place as code zvqukes. 1101 Brickeil Ave Ste. 401, Miami, FL 33131 Tel (305) 358 -7251- Fax (305) 358 -7323 Volcan Clay Tiles Installation Methods & Specs. Page 3 of 5 N. Plashings 2. Lay with 4" mi nimum headlap. Lay a 9011 mineral surface roofing felt to be hot mopped solidly to tlic 3011 felt. Lay with a minimum of 2" headlap and 18" mh►imt each way. 111. Fastening Systems A. All nails should be large, 10 penny, corrosion resistant, long enough to penetrate through the sheathing by 3 /4". Copper, stainless steel or hot dipped galvanized nails (1-IDO Neophrcne WSH-1, 100 x 7110" x 3/4 ") are to be considered to extend the life of the roof. All nails penetrating through the watertight seal, should be waterproofed with mastic sealant (Complying to AS'1•M D- 2822 -75 Type 11- optional). Nall ienAth may vary depending on thickness of plywood and exposed ceiling situations where nall exposure is unwanted, B. 'rile do systems (copper, galvanized wire or brass strips) per manufac- turer's specifications. C. Twisted wire tile ties, per manufacturer's specifications, galvanized, copper, or stainless steel. D. Nail per manufacturer's rectifications, galvanized, copper or stainless steel for pitches up to 24/12. A. Line all valleys with either 16 oz. copper or 26 gauge galvanized sheet - metal. All valley flaasbmgs.shall be a minimum of 24' wide. Valley flashing wall be Lapped a minimum of 6". B. Dormers sides, chimneys and other vertical wall surface shall extend up- ward at least 6" and be completely counter flashed. Flashing shall ex- tend under the tile minimum of 5" with 1" tum up at edge. C. Where slopped roof surface d ota � wa lls. th e flasliing extend �p ��g wall a dormers minimum icys and wa rd over the top of the tile a wall a minimum of 4" and extend down completely counter file a tniniinunr of 5 . 'Ile vertical wall surface shall be comp y flashed. D. Eave flashings shall extend downward a mhutnuutt of 1 1/2" with a 1/4" drip edge and extend up the slope of the roof a minimum of 7l% 1101 Brickell Ave., Ste. 401, Miami, FL 33131 Tel (305) 358 - 7251 - Fax (305) 3584323 Volcan Clay Tiles installation Methods ,3c Specs. Page 4 of 5 1l, Set first column of filed the covering tit': gable rakes and cement together. L Start by laying field tiles straight and pa allel to the cave at the right ' gable. Fasten every tile with the appr of date amount of fasteners. Por Mortar -On installation, all eave tile.- should be set in a bed of mortar of sufficient height to completely fill ttc void under the barrel portion of the tile. A vent hole should be neatly puriohed and the mortar smooth and flushed with the cave metal. J. Whom the overlaps the flshings, the tide Hitt bo wired and cementd in place. PAODEK, Inc. V. Application of Till,: • A. Lay clay Drooling tile spacing vertical rows at a maximum of 9 1/4" on centers, vertical exposure shall not exceed 15 ". (For Mortar -On installation a 2" overlap can be allowA.) Mark all horizontal lines at 15" o.c. um the eavc line, extending up the roof slope to the ridge. A short c< urse at the ridge may be needed. Set first course at 16" front the eave. Ibis will provide a 2" overhang at the cave. 'I31e guidelines may vary slightly due to the nature of the tile. Next marls all vertical lines, 9 1/4" o.c. with the first mark set at 10" from the right gable end, A. At the cave line 1" x 2" wood strips should be installed or raise facia 1" above sheathing to boost first row of tile. Colored mortar, clay, metal, or rubber bird stops can beused instead. C. For mortar -on settings, each tile coming in contact with mot tar shall be damped with water to avoid drying out of mortar before seuing and curing. Each tile will be set over a full trowel of Mortar dlrrctly placed under the projection of the left flat side of the tile. Press tile down firmly to allow wet mortar to fill "17oi'o Tall Locks" for proper bond. D. Roof deck shall be clean, smooth and c 'ry when roof tiles are applied. E. On extreme steep roofs above 6/12 pits li, hurricane areas and mansards, where high wind can occur causing lift, the is to be fastened with a nwurnurn of one fastener, including th' : left side hole, or with a tile tie at the top of the curve F. Horizontal and vertical guidelines chalk A to the surface of the felt are necessary to obtain a professionally lest ' tiled watertight tile roof system. G. Fasten and cement all gable rakes on th' 15" lines. 1101 Brickell Ave., Ste. 401, Miami, FL 33131 Tel (305) 358 -7251 - Fax (3G 5) 358 -7323 Volcan Clay Tiles Installation Methods & Specs. Page 5of5 K. Tiles must be cut smooth and straight to maintain the proper width in the open valleys may vary according to local conditions. It is recommended that the minitnum width of exposed metal be 4 ". L. Where :field tiles meet the hip nallcrs, tiles should be cut along the hip boards. 'lite joint between the cut tilt: and the hip nailer shall bc. sealed neatly with plastic cement. M. All hip and ridge tiles shall be set in a bed of mortar and fastened with a 2 1/2' nail, It is then recommended that the mortar be pinned to a clean smooth surface. Note: The manufacturer reserves the right to change these specifications and information at any time without notice. PRODEK, Inc. 1101 Bride!! Ave., Ste. 401, Miami, FL 33131 Tel (305) 350 -7251- Fax (305) 358 -7323 METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: " " p � Type of Roof System Assembly to be Applied: � Manufacturer of Roof System Assembly: Product Control Approval Number: //j System Number from Product Control Approval: 4! ( Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Built -Up Applications and Modified Bitumen Systems Page - / AEC /0 /s. Complete the following for all Roof System Assemblies: ( Check one of the following) Recover Re -roof: ✓ New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Y 7 N If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: Y N (If yes, attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof' System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe ) Insulation: (Type, size and method of attachment, if applicable ) Base Sheet or Ply: • ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page - 2 Y ( N dd to/ r, ,04,e Ply Sheel(s): (Type and method oj attachment ) Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: (7) and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page - 3 521 A/& /o/ sr, r inches inches inches 1 FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Surfacing: (briefly Describe. ✓ applicable ) �\ op Ply Bonding Ply Sheet(s): w..<a4 arirE `' 2LYQLLinPlaMPA i axii,... <,.. Fastener: ((/Insulation mech. attached) Insulation: Primer: ((/ apphcabG) ,6-19-etty Fastener: // (flop Insulat on aye+ mech. attached) Top Insulation Layer: (ifapplicable ) Bonding Material: (t/top Insulation layer bonded) Bonding Material: ( (/Insulation bonded) Vapor Retarder: (j/applicabte Built -Up Applications and Modified Bitumen Systems Page - 4 Bonding Material: Fastener: (((base sheetraech. attache Base Sheet: N / Bonding Material: ((/base sheet bonded) DECK; P t ) 0 7 r Pe Gage or Thickness: Density. iif concrete deck: 57v/ AiE /0/ ST. W��Ti�3,� (J � Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: 1 Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insect leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #l: Parapet Wall Detail Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attadunent. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page - S / A/ /0/ $7 Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaden indicating Roofing Components names, dimensions, thicknesses, eta Include fastener type and spacing used for wood - blocking attachment. Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: Deck Type: J\f\f PERIMETER DETAIL 113: Gravel Slop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edgo with Gutters. Insert leaden indicating Roofing Component names, dimensions, thicknesses. etc. include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL IJ4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page - 6 dE /0/ sr Pied!o Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisil. Insert leaders indicating Roofing Component navies, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition w may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL 115: 'Outer' Detail PERIMETER DETAIL #6: 'Outer' Detail Built -Up Applications and Modified Bitumen Systems Page - 7 sod Insert Building and Parapet Heights. (If no Parapet exists, insert N/A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y N Basic Wind Speed at Building Location: 110 mnh Building Condition based on % of Openings: GROUND LEVEL / feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page - 8 Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment Also insert variable labeled "a" which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building ,- Code. (See ASCE 7-88 Fact SheetAttached) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 1 4 5b/ Al /0/ sT. D Reviewed Details ?: Notes: -- FOR PLAN EXAMINER USE ONLY -- Roof System Assembly Product Control Approved: If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Built -Up Applications and Modified Bitumen Systems Page - 10 Y N Y N Notes: 5l0 /dE /& Reviewed Field Test Data ?: Additional Notes: 1luill -Up Applications and Modified Bitumen Systems Page - 11 N Plan Examiner GAF Building Materials Corporation (MB) 1361 Alps Road Wayne, NJ 07470 EXPIRES: DEC 13 1996 APPROVED: ,DEC 1 3 1993 PRODUCT CONTROL NOTICE OF ACCEPTANCE * *PLEASE NOTE ** // METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of GAF Ruberoid Roofing Systems under Chapter 8 of 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 GAF Building Materials Corporation, Factory Mutual Research Corporation, Underwriters Laboratories, South Florida Test Sevice, and Construction Research Laboratories has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 et seq. and in the Standard Conditions detailed on page 3. The approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval should any amendments to the South Florida Building Code be enacted affecting th' . /I/ ent o roof system. 9 ACCEPTANCE No: 93- 1130.04 .. 'ii/ i/_ 1 Diamond, P.E. roduct Control Division Supervisor THIS IS 111.t. COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Conunittec to be used in Dade County, Florida under the conditions set forth above. Charles Danger Building Code Compliance Department Metropolitan Dade County purposes. Revised 9 -20 -93 3 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising 5. The Notice of Acceptance number preceded by the words 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. 6. A copy of this approval as well as approved drawings and other documents, where it applies, shall be provided to the applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. '1 Diamond, P.E. Supervisor Product Control Division Contact: Trade Names of Products Manufactured by Applicant: Ruberoid® Torch Plus — Ruberoid® Torch FR Olt, 41111 1) U 1J,1/1,11 '. vu asae a .�... PRODUCT APPROVAL SECTION ROOF SYSTEM APPROVAL Manufacturer: GAF Building Materials Corporation (MB) 1361 Alps Road Wayne, NJ 07470 Product Control No.: 93- 1130.04 • System: Membrane Roofing System Subsystem: BUR Type: Modified Bitumen Roofing System Type: APP, SBS • William J. Woodring Director of Technical Services (201) 628 -3000 Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: DEC 1 3 1996 • Ruberoid® Torch Plus is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Plus is surfaced with granules and applied by torch. Roll weight: 93 lbs.; Roll Size: 75 11. Dimensions: 39.4" x 22.8'. Ruberoid Torch FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid Torch FR is surfaced with mineral granules and applied by torch. Roll weight: 90 lbs.; Roll Size: 75 ft. 2 �iil Diamond, P.E. Trade Names of Products Manufactured by Applicant: Ruberoid® Torch Smooth Ruberoid® Mop Plus Ruberoid® Mop FR Ruberoid® Mop Smooth Ruberoid® 20 (FR) 3 Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires : .DEC 1 3 1996 Dimensions: 39.4" x 22.8'. Ruberoid® Torch Smooth is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Smooth is smooth surfaced and applied by torch. Roll weight: 87 lbs.; Roll size: 100 ft.'; Dimensions: 39.4" x 30.5'. Ruberoid® Mop Plus is a 'Heavy Duty' modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Plus is surfaced with granules and applied in hot asphalt. Roll weight: 98 lbs.; Roll Size: 7511'; Dimensions: 39.4" x 22.8'. Ruberoid® Mop FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop FR is surfaced with mineral granules and applied in hot asphalt. Roll weight: 110 lbs.; Roll Size: 75 11. Dimensions: 39.4" x 22.8'. Ruberoid® Mop Smooth is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Smooth is smooth surfaced and applied in hot asphalt. Roll weight: 88 lbs.; Roll size: 100 ft.'; Dimensions: 39.4" x 30.5'. Ruberoid® 20 (FR) is the bottom ply of a two ply system also consisting of Ruberoid® 30 (FR) as the top ply. it Diamond, P.E. Trade Names of Products Manufactured by Applicant: Gafglas® Ply 6® . Gafglas® Ply 4 Gafglas® Stratavent® Perforated Gafglas® #75 Ruberoid® Torch Granule Acceptance Number: 93- 1130.04 Approved: [DEC 1 3 19 9 3 Expires:. DEC 1 3 1996 Ruberoid® 20 FR is a fire retardant polymer SBS modified bitumen. Roll weight: 95 lbs.; Dimensions: 39.4 x 45.5'; Roll size: 150 ft.'. Gafglas® Ply 6® is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 441bs.; Roll size: 500 fl.'; Dimensions: 3' x 166 ". Gafglas® Ply 4 is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 40 lbs.; Roll size: 500 fl..'; Dimensions: 3' x 166'. Gafglas® Stratavent® Perforated is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gaflas® Stratavent® Perforated is surfaced with granules. Gafglas® Stratavent® Perforated has 5/8" diameter perforations cut 3" o.c. and is for use over nailable decks. Roll weight: 60 lbs.; Dimensions: 3' x 36'. Gafglas® #75 is an asphalt coated base sheet with a glass fiber mat. Roll weight: 75 lbs.; Dimensions: 3' x 108'. Ruberoid® Torch Granule is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Granule is surfaced with mineral granules and applied by torch. Roll weight: 102 lbs.; Roll size: 10011.'; Dimensions: 39.4" x 30.5'. Trade Names of Products Manufactured by Applicant: Ruberoid® Mop Granule . Ruberoid® 30 (HO Gafglas® Stratavent® GAF Weather Coat® Emulsion GAF Fibered Aluminum Coating GAF JetblakTM Flashtite® GAF JetblakmM Flashtite® Cement is • Cement used for flashing and cave construction. s Acceptance Number: 93- 1130.04 Approved: . DEC 1 3 1993 Expires: IDEC 1 3 1996 Ruberoid® Mop Granule is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Granule is surfaced with mineral granules and applied in hot asphalt. Roll weight: 103 lbs.; Roll size: 100 f1. Dimensions: 39.4" x 30.5'. Ruberoid® 30 (FR) is the top ply of a two ply system also consisting of Ruberoid® 20 (FR) as the bottom ply. Ruberoid® 30 (FR) is a fire retardant polymer SBS modified bitumen and surfaced with granules. Roll weight: 92 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft.=. Gafglas® Stratavent® is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gaflas® Stratavent® is surfaced with granules. Roll weight: 69 lbs.; Dimensions: 3' x 36'. GAF Weather Coat® Emulsion is a surface coating for smooth- suraced roofs. Coverage: 2 : 5 gallons/square.; • Packing: 5 gallon pails. GAF Fibered Aluminum Coating is used to protect smooth - surfaced composition roofs,metal, and masonry. Coverage: 2 gallons/square; Packing: 1 and 5 gallon pails. Trade Names of Products Manufactured by Applicant: GAF Plastic Cement GAF JetblakTM All- Weather Plastic Cement GAF Asphalt/Concrete Primer GAF Mineral Shield® Granules GAF Gaftite Roof Insulation Fasteners Vcnt Stacks, metal and plastic Acceptance Number: 93- 1130.04 Approved: .DEC 1 3 1993 Expires: ?DEC 1 3 1996 Coverage: 75 lbs. /square; Packing: 1 and 5 gallon pails, 53 gallon drums. GAF Plastic Cement is used for installing flashing material. Coverage: 75 lbs. /square; Packing: 1 and 5 gallon pails, 53 gallon drums. GAF JetblakTM All- Weather Plastic Cement is used to install flashing and may be applied on wet surfaces. Coverage: 1 gallon/14 ft.'; Packing: 1 and 5 gallon pails. GAF Asphalt/Concrete Primer used to promote adhesion of asphalt in built -up roofing. Coverage: 1 -2 gallons/square; Packing: 5 gallon pails, 53 gallon drums. Granules for surfacing of exposed asphalt, cold process or emulsion. Packing: 601b. bags. Various fasteners for use over steel, heavy steel, plywood, structural concrete, cementitious wood fiber, gypsum, and lightweight concrete decks. Ge Vent Stacks are one way valve systems uscd to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Trade Names of Products Manufactured by Others: Company /Applicant GAF Building Materials Corporation (MB) Product Name Dekfast Fastening Assemblies Rawl Deck Screw Rawl Loop Toggle Rawl Rawlite® PROD UCT A1'1'ItOVAL SECTION Roofgrip, Gripdek Olympic, Contite Rawl Spike® New Striker, Tapcon Dekfast #14 & #15 Pneutek CDIF ASTM D-41 Primer 7 Acceptance Number: 93- 1130.04 Approved: _ OEC 1 3 1993 Expires: DEC 13 1996 Product Description Insulfixx Fastening Systems Steel & Concrete Insulation Fastening Assembly Steel & Concrete Insulation Fastening Assembly Steel & Concrete Insulation Fastening Assembly Steel & Concrete Insulation Fastening Assembly Concrete Insulation Fastening Assembly Insulation Fastening Assembly Insulation Fastening Assembly Insulation Fastening Assembly Asphalt Primer ASTM D -312 roofing Bonding Asphalt asphalt Steel & Concrete Insulation Fastening Assembly Lightweight Concrete Insulation Fastening Assembly Lightweight Concrete Insulation Fastening Assembly (See FM listings for approved insulation fasteners with specific insulation panels.) Gil Diamond, P.E Manufacturer SFS/Fabco Construction Fasteners, Inc. ITWBuildex Olympic The Rawlplug Company ITWBuildex ITW/Buildex Pneutek Generic Generic The Rawlplug Company The Rawlplug Company The Rawlplug Company Trade Names of Products - .Manufactured, by Others: Company /Applicant • Product Name Es Products FM -90, FM-60, FM-45, FM -30 Karnak No. 97 & No. 169 AL MB Aluminum Roof Coating Karnak No. 81 Gibson -Homan No. 6160 Grundy 20 F Emulsion Nails Tin Caps CR -Base Sheet Plate CR -Base Sheet Fastener CR -1.2 Base Sheet Fastener Nail Tite® Type A Nail -Tite® Type R Approved: ULG j 3 l y 9 3 Expires: 1 3 1996 Product Description Base Ply Fasteners Roof Coating Roof Coating Cold Applied Adhesive Cold Applied Adhesive Roof Coating Min. diameter #12 corrosion resistant annular ring shank nails, FF -N- 105 -B, Type 2 Min. 32 ga. x 1 5/8" corrosion resistant circular discs 2.75" galvalume steel stress plate CR -10 coated galvanized steel fastener. Head size: 1.125" x 1 " Length: 1.2" CR -10 coated galvanized steel fastener. Head size: 1.125" x 1 "; Length: 1.2" Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) (See FM listings for approved insulation fasteners with specific insulation panels.) Gil Diamond, P. Manufacturer ES Products Karnak Chemical Corporation Grundy Industries Karnak Chemical Corporation Gibson -Homan Grundy Industries Generic Generic Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. ES Products, Inc. ES Products, Inc. _ Trade Names of Products Manufactured by Others: Company/Applicant Product Name Product Description Manufacturer FM -30 Disc Disc for ES Products FM-45 and FM-60 Base Ply Fasteners Red Rosin Rosin paper for barrier layer Generic on wood decks (See FM listings for approved insulation fasteners with specific insulation panels.) Approved: LOEC 1 3 1993 Expires:LOEC 13 1996 Gil Diamond, P.E. ES Products, Inc. System Description: Acceptance Number: 93- 1130.04 Approved: 19 9 3 . DEC OEC Expires: 1 1 3 3 1996 GAF Bulilding Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up and modified bitumen roofing systems. The modified bitumen products include both APP (Atactic Polypropylene) and SBS (Styrene Butadien Styrene) products in smooth, granule and fire rated versions. In addition GAF offers two ply modified systems to meet the specifications requirements for multilayer SBS modified specificatons. GAF products are distributed through a wide network of roofing wholesale distributors thoughout the South Florida area. The Technical Service Office is located in Wayne, New Jersey and can be contacted at I-800-ROOF-411. GAF provides warranted sytstems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. The GAF Roof System Assemblies gave been extensively tested at Factory Mutual Research Corporation and Undrewriters Laboratories. Five classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Modified Bitumen membranes have been tested in compliance with ASTM D -5147 test requirment. Test data is on file. The following documents were submitted with the application: 1993 Sweets Catalog Introducing Ruberoid 20/30 FR Information Sheets and Brochures: GAFGLAS® Built -Up Roofing Applications and Specifications, 1993 GAFGLAS® Ruberoid Modified Bitumen Roofing Application and Specifications, 1993 Commercial Roofing Systems and Products, 1993 GAFGLAS® Stratavent Base Sheets GC10043 (5/92) GAFGLAS Mineral Surfaced Cap Sheet GC10042 (5/92) GAFGLAS Flashing GC10044 (5/92) GAFGLAS #75 Base Sheet Gc10041 (5/92) GAFGLAS Ply 4 GC10040 (5/92) GAFGLAS Ply 6 GC10039 (5/92) RUBEROID® Torch Plus GC10040 (5/92) RUBEROID Torch FR GC10039 (5/92) RUBEROID Torch GC10122 (5/92) RUBEROID Mop GC10113 (5/92) RUBEROID Mop Plus GC10116 (5/92) RUBEROID Mop FR GC10119 (5/92) Introducing RUBEROID 20/30 FR GC10137 (1/92 -1) RUBEROID 20/30 FR GC10134 (5/92) ID Gil. Diamond, P. Cements and Coatings 2223-308R3 GAF Vent Stacks (1990) 1' ACCCj)lauLU imumuei: Y.3 -11.50.U4 Approved: DEC 1 3 1 993 Expires: OE 1 3 1996 Gil Diamond P. i. Company /Applicant GAF Building Materials Corporation (MB) TESTING Company Performing Test Construction Research Laboratories Canadian General Standards Board South Florida Test Service • Factory Mutual Research . Corporation iz cceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: !DEC 1 3 1996 Test Name/Report #4818 37- GP -56M GAF -53 -X -915 J.I. 0Q6A6.AM J.I. 0T2Q4.AM J.I. OT4A1.AM J.I. 1R1A6.AM J.I. 1 V7AO.AM J.I. 1V8A4.AM J.I. 2M0A4.AM Date 07/10/87 01/07/80 03/08/9 07/16/91 10/17/91 08/26/92 11/15/91 07/16/92 06/28/93 03/21/87 System Number Deck Deck description Acceptance Number: 93 1130.04 Approved: I DEC 1 3 1993 Expires: OEC 1 3 1996 1 (SBS) Steel/Wood 18 - 22 ga. steel deck, wood plank or min. 5/8" plywood. New construction and reroofing. For steel decks less than 22 ga. but not less than 26 ga. TPR fastener and Olympic 3" round or SFS type 'S' stress plate may be utilized at a density of 1:2 ft. Field fastener testing is required on all re -roof projects to confirm a minimum withdrawal resistance of 400 lbs.. Systems installed over steel deck less than 22 ga. require written approval from GAF Technical Department. Vapor Retarder (Optional) (Optional) (Steel decks only) Any Factory Mutual approved vapor retarder with proprietary or approved adhesive or such other vapor retarder system designed by the architect or design engineer. The vapor retarder forms part of the roof assembly for fire classification. See Factory Mutual Approval Guide for listings. First ply shall not be bonded to wood decks. A red rosin sheet may be applied below the base sheet over wood and plywood decks. Insulation (Optional for wood decks only) Wood fiber, fiberglass; perlite; polyisocyanurate; perlite/isocyanurate composite; basalt rockwool, or gypsum board: Insulation shall be either bozided to a nailed base sheet (sec base sheet nailing pattern) in a full mopping of AS1M D -312, type III or type IV hot asphalt or mechanically attached with a Factory Mutual approved fastening assembly listed with the insulation panel. (Sec Approved Insulations and Fastening Patterns List). Moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. Prior to application, all existing roof surfaces used as a bonding substrate shall 3L- Gil Diamond, P. I3asesheet Acceptance Number: 93- 1130.04 Approved: ' DEC 1 3 1993 Expires: DEC 13 1996 be tested for uplift resistance in compliance with ASTM E -907 to the calculated design velocity pressure of the roof deck. Existing roof surfaccs and dissimilar materials must be fully primed with ASTM D-41 primer and allowed to dry. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater than 4 ft. If more than one insulation layer is applied, the top layer may be mechanically attached or bonded in a full mopping of ASTM D -312, type III or type IV asphalt. Note: No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the loose gravel, priming of the surface with ASTM D-41 printer, and a flood coat of asphalt, prior to mopping of the insulation with bonding asphalt. Refer to GAF published application considerations for insulation application and to attachment requirements published in the current Factory Mutual Approval Guide. Option #1: One ply of Gafglas #75, Gafglas Stratavent (non perforated), Gafgas Ply 4, Gafglas Ply 6, Ruberoid 20 or Ruberoid 20 FR mechanically attached to the wood deck with approved nails and tin caps 9" o.c. at the laps and 18" o.c. staggered in two rows in the field., or over an insulation substrate with insulation fastener and plate assemblies 18" o.c. at the laps and 36" o.c. staggered in two rows in the field. (See Continents and Limitations 46 and #7) Option #2: Onc ply of Gafglas #75, Gafglas Ply 4, Gafglas Ply 6, Gafglas non - perforated Stratavent, Ruberoid 20 or Ruberoid 20 FR bonded to an insulated substrate attached with Factory Mutual approved fastening assemblies in compliance with FM class 1 -90 windstorm classification requirements, in a solid mopping or mopped in ribbons maintaining 50% adhesion, using type III or type IV hot asphalt at a 33 Gil Diamond, P. Membrane Surfacing Acceptance Number: 93- 1130.04 Approved: ,DEC 1 3 1993 Expires: DEC 1 3 1995 rate of 25 lbs. per square 120% or Gafglas perforated Stratavent applied dry to the insulated substrate and mopped over with a full mopping of type I1I or type IV asphalt over which an interply of Ply 4 or Ply 6 shall be applied. (See Comments and Limitations #8 and 119) (Optional) Mop one or two plys of Gafglas Ply 4, Gafglas Ply 6, Ruberoid 20 . (1I1t), or Ruberoid Mop in ASTM D -312 type III or IV at a rate of 25 pounds per square ± 20%. Mop one of the following membranes in a solid mopping of ASTM D -312, type III or IV asphalt at a rate of 25 pounds per square ± 20%: Ruberoid Mop Ruberoid Mop Plus Ruberoid Mop FR Ruberoid 30 Ruberoid 30 FR The base sheet and the cap sheet shall maintain a minimum stagger of 12 inches for all laps. (See GAF application instructions) Option #1: Apply not less than 400 pounds per square of ASTM D -1863 aggregate or 300 per square of slag in a pour coat of an ASTM D -312 type III or type IV asphalt. Comply with GAF slope requirements for slope and type of asphalt. Gravel surfacing shall be completed as soon as practical but the membrane shall not remain exposed for more than 30 days. Option #2: Apply one of the following roof coatings at the specified rate: 31' roof coating rate GAF WEATHER COAT Emulsion 3 gals. /sq. GAF Grundy Fibered Aluminum Coating 11/2 gals. /sq. Karnak No. 97 11/2-3 gals. /sq. Gil Diamond, P. Comment and Limitations dry 3 Acceptance HumUe : 93- 1130.04 A pproved: DEC 1 3 1993 Expires: DEC 13 1996 Karnak No. 169 1'1A -3 gals. /sq. Grundy Industries 20 F Emulsion 3 gals. /sq. Grundy AL MB Aluminum Roof Coating 1 -2 gals. /sq. Note slope limitations and membrane aging requirements published by GAF. Flashings Refer to GAF application instructions for flashing specifications. Fastening Install all plies of Gafglas Felts used in conjunction with all Ruberoid membranes vertically on slopes of 1 inch per foot or more and backnail them into wood nailers or nailable decks approximately 4 inches from the back edge of the sheet. All end laps must be at wood wailers, and the top edge must nailed into the wood nailer on 6" centers. Use approved roofing nails and tin caps. The Ruberoid membranes shall be terminated at Hailers as dictated above. For non - insulated wood decks, terminate and nail the end of Rubcroid membrane on the same nailer spacings indicated above. The membrane must then be nailed off on 6" centers, 2" from the top of the membrane, into the nailer or wood deck using nails with integral metal heads at least 1" round or square. The overlapping membrane must extend at least 6" past the center line of these nails. See Approved Insulation and Fastening Pattern list attached. 1. Maximum slope shall be 6 " :12 ". (Any application over 1 ":12 ", shall require backnailing of all plies 4" in from the back edge of the felts into wood Hailers.) 2. An overlay insulation panel is required on all applications over closed cell insulations (See Insulation List). 3. All perimeter nailer and metal profile design shall conform with Factory Mutual Loss Prevention Data Sheet 1-49. 4. All asphalt shall comply with ASTM D -312 requirements. 5. Bonding to dissimilar surfaces (other than insulation facers and asphalt saturated membranes) should be be preceded by an application • of ASTM D-41 primer for asphalt applications and allowed to fully . 6. This roof system assembly, when applied over a steel deck and mechanically attached at 18" in the lap and two rows at 36" in the Gil Diamond, P.E. Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: ,DEC 1 3 1996 field with min. 3" diameter FM approved fastener plates has been approved for use to a maximum field design velocity pressure of -45 psf. 7. This roof system assembly, when applied over a wood plank deck with an ASTM D -2626 or D-4601 base sheet mechanically attached at 9" in the lap and two rows at 18" in the field with min. 12 ga. annular ring shank nails and min. 1 5/8" tin caps has been approved for use to a maximum field design velocity pressure of -45 psf. 8. This roof system assembly, when bonded to an insulation substrate has been approved for use to a maximum field design velocity pressure of -45 psf. 9. This roof assembly, when applied over a perforated Stratavcnt base sheet in an intermittent mopping of asphalt is approved for use over a non nailable or insulated substrate to a maximum design velocity pressure of -30 psf. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with the Factory Mutual Loss Prevention Data sheets 1 -28 and 1 -28S. 11. The chosen assembly must comply with the fire resistance requirements of Sections 3401.5 and 3401.6 of the South Florida Building Code. Refer to fire 'classification ratings' in the Underwriters Laboratories Current Directory. 12. Any amendments to these provisions shrill be in compliance with Section 203 and 204 of the South Florida Building Code. 13. Refer to GAF specifications for appropriate flashing materials. 14. Refer to one of the following GAF specifications for this application:- I- 1 -1 -MG, I -1 -1 -MSC, I -2 -1 -MGP, I- 2- 1- MGPFR, I -3 -1 -MGP, I -3 -1- MGPFR, I -0-2 -MGP, I -0-2- MGPFR, I -1 -2 -MGP, I- 1- 2- MGPFR, I -0-2- 20/30, I -0- 2- 20 /30FR, I -1 -2- 20/30, I- 1- 2- 20 /30FR, I- 1- 2- 20/MG, I- 1- 2- 20/MGP, I- 1- 2- 20/MGPFR, N- 1 -1 -MG, N -1 -1 -MSC, N- 1- 2- 20/30, and N- 1- 2- 20 /30FR. 15. A withdrawal resistance test shall be carried out on all reroof and recover projects to confirm deck integrity. 16. Walkways may be fabricated front one ply of Ruberoid Mop Plus or Torch Plus (Granule) fully bonded to the top membrane ply. Gil Diamond, P.E. BUILDING ELECTRICAL PLUMBING Owner of '1 Building // Architect Contractor 1� or Builder 147 Legal Lot Description MIAMI SHORES VILLAGE, FLORIDA DATE 7 /��. -t; Contractor's License No PERMIT N? 7698 Work to be -performed under this Permit - ,.Q ,.�.J„ .cam ��%-✓ Bl. Subdi- vision al 194 Building of _ G 1 ` 2 �. Va l ue of Am t v J �� / r^ Project Permit .� / This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and w th the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. 1 Signed / ..,^_..t - By . "; // INSPECTOR R * , , i In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances ans11 r atip pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper autfi ties of Miami Sllos 11agg. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER AUTHORITY THIS IS THE ONLY ROOFING COMPANY OWNED AND OPERATED BY W. R. ROBBINS PHONES 3 -3329 - 3 -3320 Our New Office and Factory 1401 N. W. 20TH STREET Miami Shores Village Building Department 9545 N. E. 2nd Avenue Miami Shores, Florida Gentlemen: - 1919— TWENTY -NINTH YEAR OF RESPONSIBLE SERVICE -1948 "The Original Robbins" March 11, 1949 You will please find enclosed our check in the sum of $1.00 for which we would like to obtain a permit to re -roof the following property: Job address: 561 N. E. 101st Street Miami Shores, Florida Owner: Mrs. Fern Needham Box 67D, R.F.D. 3 Gainesville, Florida Thank you for your cooperation. Yours very truly W. R. ROBBINS and SON ROOFING CO. H. B. Heath Manager ROBBINS BONDED SOLAR HEATERS JOHNS MANVILLE BONDED` ROOFS ATTIC FANS MIAMI 37, FLORIDA