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57 NE 93 St (5)Date 03/11/94 Job ( Address 57 N.E. 93 St. Miami Shrl'ax Folio 11 3 -2- 0 (0 13 0400 1 Legal Description 1" r' . Gam,, L; G I p l- 101 0 Lo -r I ts 11 OCR Owner / Lessee / Tenant Patrick A. White Owner's Address 57 N.E. 93 St. Miami Shores, Fla. Phone 751 -2422 Contracting Co. VALOR ROOFING CO., INC. Address 2431 N.W. 2nd Ave. Miami, Fla. Qualifier Veap Sela State #RC0066490 Municipal #2936384 Competency # 19717 Ins.Co. FRSA Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING 'AVING FENCE SIGN WORK DESCRIPTION We will remove the old roofing material down to the deck, we will install roll cement tiles color through 2100 sq.ft. built up 1100 sq.ft. Square Ft. tile 2100 sq.ft. 1100 sq.ft. 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 required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. permits are OWNER'S AF be a Si:,na• - of owner and /or Condo President ;Date : Notary My Co A ner III 2 * FEES: PERMIT RADON C.C.F. APPROVED: Fire Zoning Buildin * AVIT mpl a PERMIT APPLICATION FOR MIAMI SHORES VILLAGE * "0 mm sr €tissi certify that all the foregoing infor th al ••licable laws regulating •r truc:on and zonin Furthermore, I d ctor to do the work sta * SEAL 0 . * sident Phone 573 -8899 * Mechanical. Estimated Cost(value)$9, 625.00 * * * Signatur Date: Notary,' My C o s , , " • r • o I4sioR p 9-7 o4 Commission #C C 8 NOTARY TOTAL DUE . j7 41 Other Electrical Plumbing Engineering Master Permit # b L` ti • is accurate and that all work will of Contractor or Owner- Builder OF `� y . . � O FAL" otontr t0Eor ar- Builder METROPOLITAN DADeCOUNTY, FLORIDA METRO.OADE Chairman Brrrram S. ltisr hurt lice-Chairman 11.0 Lasseter ,tlembert R .1 ver J .Arias George Berlin Thomas M. Black Laurence .1. Bortari red Brrdis U.s. ar Brennan John Gilpin, Eduardo Carnet forste de la Torriente 11. Carlton Decker .l mold Goldman Richard M. Horton Daniel Lenis John Lindstrom Stesen Lowe Joseph .tlokher. Sr. Jamie; Pinter William Rile 4rmand• M. Rizn 17unnas Gnerhuck .4 /fro/ 11 shnr.l Rude 11 iliarns Board Consultant J, dm Ptsrortno Staff Charlet Dtut•er Sands I truveh Gil Dutrnnnd Monier Roof Tile 135 N.W. 20 Street Boca Raton, F1. 33431. BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI, FLORIDA 33128-1974 (305) 375 -2981 PRODUCT CONTROL NOTICE OF ACCEPTANCE 41 OA METRO -DADE CENTER (305) 375 -2612 Your application for Product Approval of Monray. Villa, Roma, Shakes and Slate Style Root Tiles (on Solid Sheathing) under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Herbert S. Baffir. P.E. has been accepted by Product Control under the Specific Conditions set forth on pages 2 -2b and the Standard Conditions on Page 3 • ACCEPTANCE No.: 92-0318,3 Gil Diamond, P.E. APPROVED Sept. 14. 1992 Product Control Division Supervisor EXPIRES Sept. 14. 1995 * *PLEASE NOTE ** THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GEFERAL CONDITIONS BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: September 14. 1992 -1- Charles Danger, 'P. Secretary Metropolitan Dade County Board of Rules and Appeals Monier Roof Tile -2- ACCEPTANCE No.: 92- 0318.3 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. This approves a Portland cement concrete tile which may be of the barrel or fluted type (Roma, Villa and Monray styles) or flat /shingle (shake and slate styles), acceptable as a Class "A" roof covering when manufactued to the following specifications. a) Concrete, produced from a 1" 3 1/2" mix, shall have a 28 day compressive strength of 4,000 psi b) Length 16 1/2" Width: 13" c) Thickness : varies from 1/2" (min.) to 1" at lip Head Lap : 3" Side Lap: 1 1/4" Weight : 9.1 psf for 3" head lap Weight : 9.9 psf for 4" head lap d) Interlocking ensured by 1 1/4" by 5/8" x 1/2" deep lugs engaging over wood battens and nose lugs and weather checks mating with adjacent tiles. 2. Application of the tiles shall be limited to maximum elevation of 55 feet, and a minimum pitch of 4" : 12" where installed over solid sheathing and an underlayment, applied over the solid sheathing, consisting of Monier "Insulayment ", a poly - propylene- coated, Class A- rated, fabric installed with 6" head and side laps and a tacked - in -place with ring shank roofing nails or one layer of 43 pound felt anchor sheets secured at a minimum of 12" o.c. and lapped 2 ". Tiles shall be layed on 1" x 2" nominal wood battens. The battens . shall be spaced as required, and fastened 24" o.c. with corrosion - resistant fasteners of sufficient length to provide 3/4" penetration or through the deck: A 1/2" space between ends of battens shall be provided. All individual tile units and perimeter tiles shall be double fastened using both a 10d ring shank nail or a power driven 10d coated nail and a Monier hurricane clip w /6d ring shank nail. Sept. 14, 1992 Sept. 14, 1995 • it Diamond, P.E. Product Control Division Supervisor Monier Roof Tile NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. Each ridge, hip or rake tile shall be fastened to the roof framing with 2 ring shank 10d nails. A bead of roofers mastic shall be placed where tiles overlap. The two longitudinal . edges of hip and ridges tiles shall be made watertight by a bedding or Portland cement mortar. 4. Valley flashing shall be No. 26 gage corrosion - resistant metal, extending at least 9" from the centerline each way with a minimum 1/2" edge return bent toward the center line at an angle of approximately 30 ° . Flashing end laps shall not be less than 6". 5. Where rake tiles center over top roll of adjacent perimeter field tile or when water will penetrate through mortar and into space below tiles, provide a metal tray along the length of the gable from the ridge to eaves discharging outside fascia or roll underlayment over edge of sheathing. 6. When roof tiles abutt vertical walls, 26 gage galvanized metal counter flashing with either top flashing or pan flashing shall be installed and secured at 12" o.c. Pan and top falshing shall extend a minimum of 8" above the solid sheathing and be embedded in the stucco when stucco is used. The pan shall extend horizontally to the center rib of each tile or 8" minimum and terminate with a folded flange of 1" width at 30 turned back. 7. Ridge trim tiles shall be installed as per Monier Technical Bulletin #673 or embedded in type M or S mortar per South Florida Building Code Section 2702.10 Op). Provide weep holes in ridging mortar in all troughs of top course tiles. Provide mastic or caulking at the overlap of each right tile. 8. Openings of vent stacks shall have a minimum of 14" x 18" apron shaped to fill the tile profile, Flashing shall be of lead, copper, other approved flexible flashing materials. -2a- ACCEPTANCE No.: 92- 0318.3 APPROVED Sept. 14, 1992 EXPIRES Sept. 14, 1995 1 Diamond, P.E. Product Division Supervisor Monier Roof Tile ACCEPTANCE No.: 92- 0318.3 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Sept. 14, 1992 Sept. 14, 1995 9. Chimney base falshing to consist of a minimum 24" length over the first tile course and under second course. Lead counter flashing shall extend a minimum of 12" above tile and shall be embedded in the stucco. Fill first course tile flush to ridge with mortar. 10. All flashing end laps shall not be less than 6". 11. Applications for roofing permit shall be accompanied by duplicate copies of the following: a) Notice of Acceptance #92- 0318.3 b) Manufacturer's specifications and standard details 12. All tiles shall bear the imprint of. manufacturer's name or logo to permit identification in the field. 13. This renewal supersedes Notice of Acceptance #88- 0630.15 dated December 12, 1988. • Gil Diamond, P.E. Product Control Division Supervisor 11 MONIER VILLA, ROLL, MISSION 'S' AND FLAT (Slate, Broomswept, Shake, Country Shake) TILE Installation Specifications These specifications are designed as a manageable guide to be used by roofing contractors, installers and code officials. Architectural format specifications are available upon request for the requirements of specific projects. Requirements of building code(s) applicable to the area of installation may differ from the information herein and should take precedence over these specifications. (Please contact Monier's Customer Service Department for the Installation Guide showing recommended drawings and detail for tile and felt application.) MATERIALS Tiles 1. Villa, Roll, Mission "S' and Flat roof tiles manufactured by Monier Roof Tile, Inc. 2. Tile fixtures - Hip starters, apex, ridge, hip and rake tiles. 3. Surface finish • Smooth/slate, broomswept, shake, country shake. 4. Approximate weight -10.0 lbs. each 900 lbs. square (3" headlap). 5. Tile meet or exceed all waterproof requirements for absorption and permeability as well as break strength and freeze thaw requirements Underlayments Single-ply system. Note: Minimum underlayment recommendations are listed below. Check with local codes for local requirements. 1. Organic Type I commonly called 43# base sheet. - OR - 2. 740 mineral surface roll roofing felt commonly called 900. Two -ply system. 1. Organic Type II Commonly called (No. 30) or (300) asphalt felt, and 740 mineral surface roll roofing felt commonly called 900. Membranes 1. Organic - Asphalt impregnated cotton membrane, min. 3' wide. Conforming to ASTM D -173. 2. Inorganic - Asphalt impregnated fiberglass membrane, min. 3" wide. Conforming to ASTM D -1668. Nails 1. For tiles, tile fixtures, hurricane clips and hip nailers- corrosion resistant min. hot dipped galvanized or approval equaL (See Technical Bulletin 7B for proper fastening patterns). 2. For standard roof deck (felt and flashings) -min. 3/4' galvanized roofing nails. Metal Flashings Min. 26 gauge galvanized 0-90 coated, corrosion resistant conforming to ASTM A -525 and A -90 or approved equal. Mortar, Coloring Compound For the purpose of bedding field tile, hip, ridge, rake and for pointing valley areas, wall bases and roof protrusions. A. Components. 1. Blended high strength masonry cement -Type M conforming to ASTM C -91. 2. Portland cement - Type II, conforming to ASTM C -150. 3. Masonry cement • Type M, conforming to ASTM C -91. 4. Sand • uniformly graded, clean and free from organic materials, conforming to ASTM C-144. B. Mixes • Type 'M' mortar, conforming to ASTM C-270 (2 -1/4 to 1 sand/cement ratio). 1. Blend high strength masonry cement with sand until desired mix ratio is achieved. -OR- 2. Blend equal portions of Portland and masonry cements, with sand until desired mix ratio is achieved. C. Integral color -fast synthe2c mddes to match tile color. Eave Closure 1. Prefabricated EDPM synthetic rubber con- forming to ASTM C-1056. 2. Metal - Min. 26 gauge galvanized G -90 coated, corrosion resistant conforming to ASTM A -525 and A -90 or approved equal. 3. Mortar for use with mineral surface roll roofmg felt only (color optional). AdhesivelSealant/Ceating 1. Asphalt plastic roof semen! - nonrunning, heavy body material composed of asphalt and other mineral ingredients conforming to ASTM C -2822, Type l• 2. Cold process liquid roof coating conforming to ASTM D -3019, Type IL 3. Structural bonding adhesive conforming to ASTM C -557 or D -3498. 4. Hot steep asphalt conforming to ASTM D -312. 5. Acrylic sealer for pointing exposed mortar (optional). Lumber 1. Sheathing - material to conform to APA min. standards for min. 1/2' plywood. 2. Wood trailers - pressure treated in accordance with local code requirements. Felt System 1- Single -ply unsealed system. a. Nail or staple drip edge metal along cave and directly on top of roof deck. Fasten 6" O.C. within 1R' of inside edge. Lap all joints min. 3' and terminate min. 4' up gable ends. After felt is completed continue metal up gable ends in same manner or wrap and cap nail felt onto barge board and secure with tin tags or cap nails approx. 6' O.C. b. Apply full width roll min. type 43 asphalt coated roofing felt down center of valley areas. Secure felt at edges using tin -tags or cap nails max. 24' c. Cover roof deck with min. type 43 asphalt coated roofing felt. Secure using tin -tags or cap nails max. 12' O.C. along headlaps. Apply each course with min. 2' headlap. Lap end joints and hip/ridge min. 6 ". d. Weave felt through valley areas and extend apprac. 4' up wall abutments to ensure water tightness. (See The Application Section and/or Installation Guide for options with eave detaiL) 2. Valley*. a. Install either preformed closed valley with min. 2 -1/2" high center diverter or preformed open valley with two min. 2 1/2" high center diverters min. 16' wide with 1" metal edge returns of approximately 30 degrees. b. Lap joints min. 6" and apply a sealant or separator sheet for corrosion resistance. c. Secure with purpose made metal clips over edge returns and nail to every other batten of tile course through metal strap of clip. d. Trim metal at valley/ridge junctions and install lead soaker sheets to provide waterproofing by dressing lead down onto valley flashing. Turn up sides of lead to provide a water diverter. e. Cut to size a lead skirt underneath cave end of valley to provide water run .off when needed where valley terminates onto a lower roof plane. Dress lead down onto field tile. 3. Wall Abutments - Preformed flashing for use under tile or optional lead flashing over tile. a. Preformed. 1) Install metal wall tray flush to base of side walls over underlayment. Start at lower portion and work up to ensure water tightness Tray to be approximately 5" wide with a 1' metal return of approximately 30 degrees. Lead flashing or rigid flashing must be used at head walls and dressed down onto tile min. 4'. 2) Nail vertical flange within 1' of top edge. Secure as necessary to satisfy job conditions. Apply a sealant or separator sheet and lap joints min. 4 ". 3) Secure with purpose made clips over edge returns and nail to every other batten or tile course through metal strap of clip. b. Optional counter flashing. Nail flashing at top edge min. 6' O.C. or set into reglets and thoroughly caulk with approved sealant. Lap joints min. 3" and dress down onto tile min. 4". 4. Curb mounted skylights, hood vents, turbines. NOTE: Building contractor will fabricate and install wood curb of sufficient height to accommodate tile profile. Use min. nominal 2 x 6 prior to underlayment installation. Width and length dimensions will vary; variances should be made for underlayment and lad thickness to insure proper fit of skylight to curb. Any curb greater than 48' width will require a cricket on the top side of curb to divert water to side pan flashing. Special considerations should be given for larger widths and long rafter lengths above skylights or chimneys. a. Dress lead flashing onto eave end of curb. Trim as necessary to insure water shedding capabilities on top of field tile. f�. Secure with roofing nails 6' O.C. , Insuring nails will be covered by skylight/hood vent flange. c. Continue with lead on both sides of curb working up roof. Trim as necessary to insure water shedding capabilities onto field tile. d. Secure with roofing nails 6" O.C. e. Install top end of curb with min. 24' width lead extending over the course of tile abutting the top of curb and under second course of tile min. 3' or extend lead under both courses of tile at top of curb. Fold Lead to create a 1' water diverter at top and sides of 24' lead saddle. f. Seal all nail penetrations, lead/skylight or hood vent joint with approved sealant or caulk. 5. Prefabricated curbed skylights See skylight manufacturer recommendations for nail -on tile systems skylight installation. 6. Chimneys and wall abutments terminating onto roof plane. a. Secure lead flashing at eave end of wall to suit type of wall. Trim as necessary to insure water shedding capabilities on top of field tile. b. Install wall pan flashing with 1" water diverter along sides of chimney/wall abutments, trim and fold ridge end of side flashing. Terminate wall pan flashing approximately 8" from eave end of protrusion. Prior to securement, apply a lead saddle to arty water from wall pan flashing on top of field tile. Seal pan flashing to lead saddle - c. Secure flashing at wall to suit type of wall d. Install metal saddle at top of wall. Use preformed corrosion- resistant metal or lead. Dress under tile sufficient distance and trim and fold to insure water shedding capabilities onto side pan flashing. e. Secure flashing at wall to suit type of wall. NOTE For widths greater than 48' a cricket shall be fabricated and installed by building contractor. 7. Pipe stacks. a. Seal around base of =tack with plastic roof cement. b. Apply 18' square skirted lead sleeve over pipe onto tile cut aroung pipe stack. Lead must extend under the course of tile above the pipe stack course it min. 3 ". Crimp top edge of lead under tile. c. Seal with approved sealant/caulk. System 2 - Single -ply sealed system. 1. Nail or staple drip edge metal along cave and directly on top of roof deck. Fasten 6' O.C. within 1/2' of inside edge. Lap all joints min. 3' and terminate min. 4' up gable ends. Seal along top edge covering all nail penetrations with plastic roof cement. After felt le completed continue up gable ends in same manner. 2. Apply full width roll min. type 43 asphalt coated roofing felt down center of valley areas. Secure felt at edges using tin -tags or cap nails max. 24• O.0 3. Cover roof deck with Min. type 43 asphalt coated roofing felt. Secure using tin -tags or cap nails 1r O.0 along headlaps. 4. Seal along top edge of felt covering all nail pene- trations with plastic roof cement or approved adhesive. 5. Lap each course min. 2'. Lap end joints and hip and ridge min. 6' and seal with plastic roof cement. Weave felt through valley areas (See Tile Application Section and/or Installation Guide For options with cave detaiL) 6. Install standard roll flashing or similar with min. 2 -1/2" center diverter min. 16' wide down center of valley areas Nail within l' of metal edges max. 6' O.C. Lap joints min. 6' and apply plastic roof cement between laps. Extend beyond fascia u required and seal along metal edges, covering all nail penetrations with plastic roof cement and membrane. 7. Install'L' type metal thith to bat a of walls and roof deck over min. type 43 felt. Nail 6' O.C. lapping Joints min. 4' and apply plastic roof cement between laps. Secure wall flange as necessary to satisfy job conditloas Seal along metal edges of deck flange, covering all nail penetrations with plastic roof cement and membrane. (Lead counter flashing may be dressed down onto tile min. 4' at wall apron in addition to 'L' type flashing.) 8. Apply plastic roof cement around base of pipes, turbines, vents, etc. prior to nailing and sealing unit base flashing to roofing felt. Secure with nails, cover all nail penetrations with plastic cement and membrane. System 3 -'Iivo -ply sealed system (commonly called 30/90). 1. Cover roof deck with min. type 30 saturated roofing felt. Secure using tin -tags or cap nails max. 12" O.C. in field and along hadlaps (local codes prevail). 2. Lap each course min. 2' and end joints 4'. Lap hip and ridge min. 6" and weave felt through valley areas. 3. Nail or staple drip edge metal directly on top of type 30 felt. Fasten max. 6' O.C. within 1/2' of inside edge. Continue up gable ends lapping joints min. 3'. 4. Install standard roll flashing min. 16" wide down center of valley areas. Nail within 1' of metal edges max. 6' O.C. Lap joints min. 6' and extend beyond fascia as required. 5 Install 'L' type metal flush to base of walls and roof deck over type 30 felt. Nail 6' O.C. lapping joints min. 4' and apply plastic roof cement between laps. Seal along top edge of vertical flange, covering- all nail penetrations with plastic roof cement and membrane. (Flashing at apron of wall/chimney may be installed after type 74 mineral surface felt (90 lb. felt)). 6. Apply plastic roof cement around base of pipes, turbines, vents, etc. prior to nailing and sealing unit base flashing to roofing felt. 7. Cover type 30 felt and metal flashings with min. type 74 mineral surface roll roofing felt (commonly called 90 Ib. felt) in hot asphalt or approved equal so that no felt touches felt. Backnail using tin -tags or cap nails max. 12' 0.x 8. Lap each course min. 2 ". Lap end joints and hip and ridge min. 6 ". Weave felt through valley areas. LAYOUT 1. Roof shall be clean, smooth and dry. 2. Avoid stacking tiles on roof which could endanger stability of structure; distribute stacks uniformly. 3 Layout roof using horizontal and vertical chalk Una on felt parallel and et right angles to eave line to guide tile installation. Horizontals should be marked at max. 141/2" increments for mortar-set, single -ply sealed system or two-ply sealed system and 13-1/2' for single -ply unsealed system. Exposed lengths of Installed tiles should not exceed 1/4" beyond average. BATTEN INSTALLATION Allowed for pitches 4:12 and up, recommended for pitches 6:12 and up, mandatory for pitches above 7:12 when using single -ply unsealed syste. Recommended for pitches above 7:12 for single ply sealed or two-ply sealed system. For pitcher 3:12 up to but not including 4:12 a counter batt. system is recommended for single -ply sealed or umsealed systems, not required for two-ply sealed system (30/90 hot mop). NOTE When using battens on a sealed system, seal entire batten to underlayment with plastic cement. E. TILE INSTALLATION System 1- Single -ply unsealed system only. 1. Eave Treatment - Select rubber, metal, wood strip or raised fascia a. Rubber closure - Apply front face of closure flush at eave edge for Villa, Flat and Roll tile, 1' from eave edge for Mission "S" tile for a max. 2' tile overhang. Adjust accordingly to accommodate up to a min. 3/4' overhang. Secure using min. 3 nails per closure strip long enough to penetrate through deck min. 3/4'. Install one section at a time, prior to tile installation to determine correct alignment by using notches provided in closure. Closure to sit behind tile weatherchecks. Metal closure can sit between tile weatherchecks. b. Wood starter strip /raised fascia - Secure min. nominal 2 X 2 P.T. starter strip along cave edge or raise fascia board approx. 1-1/2' above deck. Install anti - ponding metal flashing of sufficient width to provide positive drainage. Nail top edge approx. 6" O.C. prior to installing underlayment. c. Metal closure - Apply front face of closure flush at eave edge. Secure using nails 12' O.C. 2. Fasten top edge of battens to horizontal guiding chalk lines and secure using min. 8d corrosion resistant nails max. 24" O.C. Use 8 ft. battens for roof pitches 612 and greater and 4 ft. lengths for pitches below 6:12 or shim with min. 1/4° corrosion resistant material, i.e., asphalt cap sheet or shingles. When using battens with the sealed underlayment system, apply plastic roof cement under entire batten strip. Where possible, battens should be secured through the deck to rafters. 3. Leave 1/2' space between batten ends and edges of metal flashing to provide vertical drainage slots down roof. 4. Nailing requirements - Use two 8d smooth shank H.D.O. nails when using tile on battens or two 10d smooth shank H.D.G. nails when using direct deck tile applications. 5. Starting at lower left corner (facing down roof) engage anchor lugs of tile over battens and nail tile in horizontal and/or stepped course fashion. Cut/break tile at gables for proper staggering of tile courses and to form straight edge at center of hip /ridge or to meet wood nailers. Tde over- hang at eave should be min. 3/4" max. 2'. Eave course of tile to rest on noselugs/weather - checks at roof edge when using wood starter/ raised fascia detail in lieu of rubber closure or metal closure. 6. Hurricane clips - not required under normal conditions. Available upon request. (See Technical Bulletin 7B for proper fastening patterns). 7. Valleys - Select closed or open valley. NOTE Tile lugs may need removing to correctly seat tile over metal edge returns. a. Closed valley - Miter tile to meet at center of valley or to form a straight border on either side of water diverter. b. Open valley - Miter tile to form straight border on either side of twin water diverters. 8. (Optional) Hip and Ridge Nailer - Secure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Install each tile using one 8d min. HDG nail driven into nailer in addition to edge bedding of mortar. 9. Hip and Ridge tile - Set over field tile in continuous edge bedding of mortar lapping each tile min. 1'. Point and finish to match tile surface. Apply sealant at ridge overlaps. Apply weep holes at each pan portion of tile for Villa, Roll and Mission "S' tile. Apply two weep holes per each Flat tile. 10. Rake detail - Select tile or metal finish. a. b. 11. 12. 15. Rake tile • Secure each the using two 10d H.D.G. nails to penetrate framin3 min. 3/4' after installing first and last row of field tiles at verge. Where field tile makes contact with rake tile, point mortar to match tile finish. Maintain constant headlap. Head of fast rake tile must be cut min. 3" to provide correct fit to exposed length of first course of field tile. Position inside edge of rake tile down into flat portion of field tile. Rake metal - Install prefabricated metal at gable with 1' return on inside edge and secure with purpose made clips to every other batten. Wall abutments - Miter cat tile approx.1/2' from 3. base of wall and secure full pieces using top right side nail hole only. This dill avoid nailing through deck flashing. Small cut pieces should be set in small bead of approved adhesive. An optional lead counter flashing may be dressed down onto tile min. 4. 4" to provide a completely watertight joint. NOTE Tile lugs may need removing to correctly seat tile over metal edge returns Pipe stacks - Cut tile to fit close around base of pipe. Base of flashing should be dressed down onto tile surrounding the pipe and should extend min. 3" under tile in upper course. Crimp edges of lead under tile to provide water diverter. 13. Acrylic sealer - Apply to exposed mortar as required. 14. Tile replacement - Break out damaged tile. Remove or drive existing halls flush to batten using hammer and flat bar. Repair underlayment if necessary. Apply min. 3/8' wide bead of approved adhesive at head of tile in lower course. Set replacement tile into position to ensure proper contact with adhesive. Remove tile headings if necessary to provide easy lit. Roof trafficking - When aludutely necessary to traverse roof, walk on the tile headlap (overlap) in a horizontal or diagonal fashion. Refrain from vertical movement where possble. NOTE Direct Nail-on installation (recommended, not mandatory for min. 4:22 roof pitch and greater for single -ply unsealed and single -ply sealed systems and from stirs. 3:12 roof pitch and greater when using two-ply sealed underlayment system in high wind and rain areas). Underlayment - System 2 - Single -ply sealed system or System 3 -Tiro -ply sealed system (commonly called 30/90) only. 1. Eave Treatment - Select rubber, metal, wood strip or raised fascia. a. Rubber closure - Apply front face of closure flush eave edge for Villa, Flat and Roll tile, 1' from edge for Mission "5" tile for a max. 2' tile overhang. Adjust accordingly to accommodate up to a min. 3/4' overhang. Secure using min. 3 nails per closure strip long enough to penetrate through deck min. 3/4'. Install one section at a time. Prior to tile installation to determine correct alignment by using notches provided in closure. Rubber closure to sit behind tile weatherchecks. Metal dosure can sit between tile weatherchecks. b. Wood starter strip/raised fascia - Secure min. nominal 1x2 P.T. starter strip along eave edge or raise fascia board approx.1112' above deck. Install ant- ponding metal flashing of sufficient width to provide positive drainage. Nail top edge approx. 6' O.C. prior to installing underlayment. c. Metal closure - Apply front face of closure flush at eave edge. Secure using nails 12' O.C. 2. Apply plastic roof cement directly below horizontal chalk lines to provide seal where nails will penetrate through underlayment. (Plastic roof cement may be eliminated when using two-ply sealed underlayment system at roof pitches 6:12 and greater.) Nailing requirements - Use two 8d smooth shank H.D.G. nails when using tile on battens or two 10d smooth shank H.D.O. nails when using direct deck tile applications 5. Starting at lower left corner (facing down roof) nail tiles in horizontal and/or stepped course fashion using guiding chalk lines and maintaining constant headlap. Cut/break tile to form straight edge at center of hip/ridge or to meet wood milers. Tile overhang at eave should be min. 3/4' max. 2'. Eave course of the to rest on noselugsh/weather- checka at roof edge when using wood starter/ raised fascia detail in lieu of rubber closure or metal closure. Hurricane clips - Not required under normal conditions Available upon request. 6. Valleys - Select dosed or open valley. a. Closed valley - Miter tile to meet at center of valley or miter tile to form straight border on either side of water diverter. b. Open valley - Chalk parallel lines min. 2' both sides of valley center. Place mortar beds along outside edge alines and miter tile to form straight border along lines. Point voids to flush finish -OR- miter tile to form straight border on either side of twin water diverters. 7. Hip and Ridge Nailers - Secure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Install each tile using one 8d min. HDG nail driven into nailer in addition to edge bedding of mortar. 8. Hip and Ridge tile - Set over field tile in continuous edge bedding of mortar lapping each tile min. 1". Point and finish to match tile surface. 9. Rake tile - Secure each tile using two 10d H.D.G. nails to penetrate framing min. 3/4" after installing first and last row of field tiles at verge. Cut head of first rake tile to abut second course of field tile and position inside edge into flat portion of field tile. Where field tile makes contact with rake tile, point in mortar to match tile finish. Maintain constant headlap. 10. Wall abutments - Miter cut tile appmu. from base of wall and secure full pieces using top right side nail hole only. This will avoid nailing through deck flashing. Small cut pieces should be set in small bead of approved adhesive. An optional lead counter flashing may be dressed down onto tile min. 4" to provide a completely watertight joint or fill all voids with mortar. 11. Roof protrusions - Cut tile to accommodate all roof penetrations. Pill all voids with mortar and point to match tile surface. 12. Acrylic sealer - Apply to exposed mortar as required. 13. Tile replacement - Break out damaged tile, remove existing nails and seal holes with plastic roof cement or drive -in existing nails with flat bar. Apply min. 3/8' wide bead of approved adhesive along exposed head of tile in lower course and set replacement tile in position to ensure proper contact. 14. Roof trafficking - When absolutely necetry to traverse roof, walk on the tile headlap (overlap) in a horizontal or diagonal fashion. Mortar -set Installation (recommended for min. code required roof pitch up to approximately 7:12 roof pitch). It is not recommended in areas subject to freeze/thaw. Commonly applied to a 30/90 hot mop system. (Mortar bed is approximately 4.5 lbs. dry weight per tile). 'Iivo -ply sealed (30/90 hot mop) system only. 1. Eave Treatment - Select rubber, metal, wood raised fascia. a. Rubber closure • Apply front face of closure flush at cave edge for Villa, Flat and Roll tile, 1' from eave edge for Mission "S' tile for a max. 2" tile overhang. Adjust accoidingly to accommodate up to a min. 3/4" overhang. Secure using min. 3 nails per closure strip long enough to penetrate through deck min. 3/4 ". Install one section at a time, prior to tile installation to determine correct alignment by using notches provided in closure. Closure to sit behind tile weatherchecks. b. Wood starter strip/raised fascia- Secure min. nominal 2 X 2 P.T. starter strip along eave edge or raise fascia board approx. 1-1/2" above deck. Install anti - ponding metal flashing of sufficient width to provide positive drainage. Nail top edge approx. 6" O.C. prior to installing underlayment c. Metal closure - Apply front face of closure flush at cave edge. Secure using nails 12' O.C. d. Mortar - Apply mortar horizontally along eave edge, insure enough mortar is used to elevate the cave end of tile on profile with the rest of the roof tiles. Apply min. 3/8' weep hole flush with roof deck min. 1 weep hole per tile. 2. Starting at lower left corner (facing down roof) set tiles in min. 10" length mason trowel full of Type 'M' mortar placed vertically under right side flat portion of tile (with point of trowel facing up roof - recommended not msndatozy). Position mortar from head of We in previous course towards head of tile being set to facilitate proper bedding. Set tile in stepped course or vertical fashion maintaining consistent headlap. Cut/break tile to form straight edge at center of hip/ridge or to meet wood trailers. Tile overhang at cave should be min. 3/4' max. 2 ". Saw cut tie at finishing gable to avoid application of mortar to exposed roof areas. 3. Nailing requirements to addition to mortar (local codes prevail) - a) for roof pitches 4:12 up to but not including 6:12 and elevations up to 55 ft. fasten each tile in eave course with one 8d min. HDO nall in nail hole closest to overlock. Seal nail penetrations with plastic roof cement; b) For pitches 6:12 through 7:12 and elevations up to 55 ft fasten each tile in eave course and every third tile in every fifth course with one 8d min. HDG nail In nail hole closest to overtock c) For pitches greater than 7:12 and elevations up to 55 ft. fasten every tile with one 8d min. HDG nail in nail hole closest to overlock d) For all roof pitches at elevations greater than 55 ft. fasten every tile with two 8d min. HDG amts. 4. Valleys - Select closed or open valley. a. Closed valley - Miter tile to meet at center of valley. b. Open valley - Chalk parallel lines min. 2' on both sides of valley center. Place mortar beds along outside eJge o.' lines and miter tile to form straight border along lines. Point voids to flush finish. 5. -0R— Place min. one 2 x 4 board ors edge down valley center and apply continuous bed of mortar along edge of board. Cut/break and set tile min. 1' to max. 4' from board. Line of mortar to be consistent throughout valley. Smooth and form mortar to match tile contours. 2) Separate board after initial set by sliding trowel along both edges. Remove board and point to finish (lightly sweep with brush or broom to match broomswept finish tile). Hip and Ridge Nailed - Secure with 10d H.D.O. nails on steep roof pitches of sufficient length to penetrate decking min. 3/4'. Install each tile using one 8d min. HDG nail driven into nailer in addition to edge bedding of mortar or Monier peel and stick tape. 6. Hip and Ridge Tile - Set over field tile id continuous edge bedding of mortar lapping each tile min. 1". Point and finish to match tile surface. 7. Rake Tile - Secrire each tile using two 10d H.D.G. corrosion resistant nails to penetrate framing min. 3/4' after installing first arid last row of field tiles at verge. Cut head of first rake tile to abut second course of field tile and position inside edge into flat portion of field tile. Where field tile makes contact with rake tile, point in mortar to match tile finish. Maintain constant headlap. 8. Wall Abutments - Cut/break the to fit adjacent to wail base. Place mortar along base of wall to fill any small voids between tie and well and to provide consistent line along wall. Point to match We contour. 9. Roof Protrusions - Cut tile to accommodate all roof penetrations and fill all voids with mortar. Point to match tile surface. 10. Acrylic Sealer (optional) - Apply to exposed mortar as required. IL 12. © 1992 Monier Tile Replacement: a) Frill removal • break out damaged tile and existing mortar. Repair undertayment if necessary. Set replacement tile in new mortar bed. Prohibit any roof traffic for min. 72 hours. b) Tile removal only (small areas only) break out damaged roof tile and brush clean existing mortar bed. Apply min. one sq. inch of approved adhesive onto existing bed. Immediately set replacement tile in place. c) Individual loose tile - elevate loose tile and apply min. 3/8' wide bead of approved adhesive on head of tile in course below. Immediately set loose tile down into adhesive. Roof trafficking -When absolutely necessary to traverse roof, walk on the tile headlap (overlap) In a horizontal or diagonal fashion. Refrain from vertical movement where possible. e‘ Specifications I- B- 4 -C /P6, I- B -4 -C, and NN -B -4 -C r SpeciticationS Gt I1errl Application recommendations detailed on pages 17 -20 shall apply in addition to the following recommendations and specifications. Application of 9oofinq Membrane 1. Starting at me low paint of the roof, mop one ply of GAFGLAS Base Sheet into place providing for 2 inch side laps and 6 inch end laps. (See 'Special Instructions' below.) 2. Starting at the low point of the roof, mop three plies of GAFGLAS Ply shingle fashion: lapping each sheet 24'14 inches over the preceding sheet; solidly mop- ping to the underlying base sheet to provide four plies over the entire root area. Asahatt Requirements Base sheet and interply moppings of GAF Roofing Asphalt must be applied In a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appro- priate asphalt for the slopes involved must be used.. Slope per foot Upto3' 3'- 6• On slopes up to 'it inch per foot. Flat ASTM Type II may be used except in Florida Texas, New Mexico, Arizona, and California. Surfacing Over the entire surface. apply a uniform coating. GAF Fibered Aluminum Coating, GAF WEATHER COAT' Emulsion, or GAF Special Rooting Bitumen may be used for surfacing. See "Coatings for Smooth Surfaced Roof Systems,' page 20. Special Instructions 1. For roof slopes of 1 inch per foot or more, all plies must be back - nailed 4 inches into wood nalers. (See'Instailation on Steep Roofs; page 9.) 2. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT' (Vent Pry) Perforated (which is laid dry, i.e., it is not mopped in, see 'Venting Systems; beginning on page 53). GAFGLAS #75 Base Sheet, GAFGLAS° PLY 6 °, and GAFGLAS Ply 4. For insulated decks, there are restrictions. See below and 'Root Insulation,' pages 9. 11. 3. For decks insulated with GAFTEMP Isotherm R and GAFGLAS STRATAVENT (Vent Ply) Perforated must be used as the base sheet. See 'Roof Insulation,' pages 9.11. UL Classification Ul Ctaas. Surfacing Substrata- • Scope. , ' Insulation 1' 3' :.. 46 ' 'ii 4A 4A A GWCE . NC A GFAC NC 8 GWCE C C GSRB C Asphalt Type Steep ASTM Type III HT -Steep ASTM Type IV 'li UL Chart Rey 1. Surfacing GWCE = GAF Weather Coat Emulsion GFAC= Grundy Fibered Aluminum Coating or elMB Aluminum Roof Coating GSR9 _ GAF Special Roofing Bitumen 2. Substrate C = Combustible and Noncombustible . Combustible = Wood planks, boards, etc., plywood (min. "ix inch thickness). oriented strand board (min. '1. inch thickness). NC = Noncombustible only Noncombustible = Steel, Poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc_ 3. Slope Maximum slope allowed. in inches per foot. 4. Insulation 4A - Optional, GAFTEMP Perlite, Fiberboard, High Density Fiberboard. Isotherm R and Composite Insulations. 48 = GAFTEMP Perlite, Fiberboard, High Density Fiberboard and Isotherm R. Isotherm R requires an overlay of GAFTEMP Perltte. Fiberboard or High Density Fiberboard. SP : T T 26, VO mu__ (00—d T EI% -1 L86 —d wed QA. nmcMQ A>c 60*MMTMM North, South & West Zones Non- nallable decks or Insulated decks up to 6 inches per foot slope. Poured concrete, precast concrete, acceptable roof insulation. Materials GAF Asphalt/Concrete Primer (when applicable) GAFGLAS Base Sheet (1 ply) GAFGLAS Pry (3 plies) GAF Roofing Asphalt Interplies ' •: Surface Coating GAF Special Roofing Bitumen .GAF Fibered Aluminum Coating GAF WEATHER COAT' Emulsion Approximate Weight Per Square 10 lbs. 11 -60 lbs. 331bs. 75 -100 lbs. 20 lbs. 12 lbs. 21 lbs. Total 182 -256 lbs. Guarantees Available _pS eciiicatlon Liberty Guarantees i- 8-4-C/P6 20,15 yr. 1 - 8 - 4 - c and NN B 4 -C 2 +10,10, 5 +5, 5 yr. d3 17:2_,6Z29Sny 27 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THEE JOB SITE AT TIME OF FIRST INSPECTION 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: 57 N . E . 9 3 St . Miami Shores , Fla . 2. Description of improvement: Reroof 1 ng 3. Owner(s) name and addreas: 57 N.E. 93 St, Miam Shores, Fla. Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: VAT,OR RC)OFTNC-1 CO _ c INC_ 2431 N.W. 2nd Ave. Miami, Fla.33127 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: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Ex or - of N is specified) Signature o ! ner Print Owners Name ice of Commencement: (the expiration date is 1 year from the date of recording unless a Patrick A. White Sworn to and subscribed before me this 1 /t4 . day of /4. -x 19 4 ? 4 r . Notary Public s' ,m ; ° '- tu Print Notary's t �? _ .('�i' My Commission Expires: 0 7 "OFFICIAL SEAL" hlee STATE OF FLORIDA, COUNTY OF DADS Pao G NrU8;. :2V C 217 /PY Oho, Phis is o Pvu VMOL:23 my hand and OV:cial Soul, n";: RUM VAR o circort ofiCo0n4 Czorao 94R 121933 1994 MAR 14 12:53 Prepared by: VP SP1 2431 N.W. 2nd Ave. Address: Miami, Fla. 33127 4) 12391 -52 2/93 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during prngress of the work. Date...—./2._ (..f _.__._w.._.__ ...... ,19_/` Owner's Name and Address ..... ....... ... _. No 5 7 ..... Street._.. (1'-J )7 Registered Architect and /or Engineer c n.e• III T1,St:et ^.:}HT•..S} a _TT .... Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 52 NI :2, ° _.. State work to be done and purpose of building (by floors) 11 ? ° +�=. and for no other purpose. New Building Remodeling a Addition Repairs No. of Stories To be constructed of Kind of foundation Roof cpvering. . 1TA a D avz �_.. Amount of Permit $. s Estimated Total cost of improvements $.T 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 pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida 'Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that :ie is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.._ % Date 9 J Disapproved ... C ....... Date (Signed) BUILDING INSPECT :ON DEPARTMENT APPLICATION FOR BUILDING PERMIT Building Inspector MIAMI SHORES VILLAGE PLANNING BOARD Chairman Member Member ...... ,.._._....._..._.�..... Council Approved NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re inspection fce of $1.00 will be charged materials and /or workmanship. 20 (IdjL 'J tom • 3 2 c- - Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires DATE Menbcr Member Member Date Disapproved or changes to this application after approval to me well known, Date has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State o,f Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date....rr _.°-..Y.....2..K._..__._...._ - -- ._ , 19.._ - Owner's Name and Address ..W L / a / r 2 2 1 L 1 3 . - - .... No S7 Streeter . M g. s. T. Registered Architect and /or Engineer Name and address of licensed contrjtcto4.Q.tz. /.ii.__ 6 _2.6% 7 e. disia.&.t. :__. - _.. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done aS: 7..._ eV • E, 9 :, .< _. .._..�— State work to be done and purpose of building (by floors )....._...1 ..+ l re r...... 2..a G 4. diedff Rc �4 .V,4-11i R . e . . ! ..a c e . . _ S 4 . - , 2. � r . . . . e . . I . . 1 - - 7 4 '' . . . . . . / A 9 7 - I V 1-0 - 9 ' / s 1 , 4 7 - i v 4 . / , / P t _ iA) 4 ( 1. T 1 -0- "*;- ry a, 4.1 / 2 0 and for no other purpose. New Building Remodeling Addition Repairs No. of Stories / To be constructed of Kind of foundation Roof Covering `° ` Estimated Total cost of improvements $ 2.-?i " STATE OF FLORIDA, COUNTY OF DADE. ss MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT BUILDING INSPECTION DEPARTMENT . .� e: Disapproved _......._...._, . Date .._....__.._ / - '-'(, `s Notary Public, State of Florida (Signed) Building Inspector My Commission Expires Amount of Permit Zone cubage required plan Cubage Distance to next nearest building Siz3 of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. An 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 theFlorida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subco ctors, on wpk to be performed under this pennit, as are licensed by Miami Shores Village. R Remarks (Signed) Bcfore me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.. //9(' 'f 7 Date ' g ?"/ Read, Sworn to and Subscribed before me. to me well known, PLANNING BOARD _..__ .....DATE Chairman Member Member Member Member ...... _..__._..__. —...._ Member — ._ -. - Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoard. A rc- in ..pcction fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection oe faulty materials and /or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of plans and specifications must be kept at building during progress of the work. Owner's Name and Address _.lj��1.11_.�- _.l l.= /1_ ......,.,L- _ ._.... No. j Street-.44 Registered Architect and /or Engineer Name and address of licensed contractor.... -/.y - -Tl'/ 6 y Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done. State work to be done and purpose of building (by floors) !L - re - 4R New Building Remodeling Addition To be constructed of Kind of foundation ®B e° Estimated Total cost of improvements $ g Amount of Permit $ 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 rovisions thereof, and will require similar compliance from all contractors or sub- contractors employed by hint in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. yy Remarks (Signed) - ao.y __. 19-9 7-14 a no -/'-f re. c /- /hl G- 33 3 r STATE OF FLORIDA, COUNTY OF DADE. j 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. Permit No Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date.__/ -2, 3 Date / A o /' N 6- 3 333 - //Gtr' ._ lRIca = R O 7 ,/v 4 ce AA OL' R 1= N.1.# 4F and for no other purpose. Repairs No. of Stories Roof Covering c:. Read, Sworn to and Subscribed before me. the build - of Miami rules and approved D Bui . ing Inspector PLANNING BOARD DATE Chainnan Member Member Member Member ._ .._ _ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Notary Public, State of Florida My Commission Expires