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452 NE 92 St (12)08/06/1998 09:49 3056871125 August 3, 1998 Mr. Ramon Camayd Assistant Building Official Miami Shores Village 10050 N.E. 2 Avenue Miami Shores, FL 33138 Dear Mr. Camayd; IUORY INTERNATIONAL Thomas H. Maxwell, Jr., P.E. CONSULTING EN(;IN 121 N.W. 39th Avenue Miami, Florida 33126 f is I Jz6.t • r F•N CL y Ga r iN'f t>>e,t N e */t .4 pot', . T �• < < { iL. oN ✓r4 O•v "4/ )ei TELEPHONE ( 305) 541 -7549 FAX (305) 649 -2776 RE: -6ia Doorin tion Project Ai • i IS ry 4 r-4Mt t 452 N.E. 92 Stre ners: Brian & Ruthann £j ♦'L A i i t.4 IV ..' Af tus a ty Wade t /l 7/$ f. pot 4 4fsh ' `• 4•1/ 6 r s •16 Poa►,tt artax This is to certify that the existing concrete tie beam above the 8 feet wide opening for this new door installation is an 8" wide x 24" deep reinforced concrete tie bean as shown on the approved plans. Since the Douse was built with 9 feet high ceilings, the: tie beam above the existing door and window in this rear wall was poured as an x 24" tic beam. Therefore, no additional reinforcing steel is necessaiy in this existing tie beani. And, furthur, 1 specify that new 8" x 8" filled cell columns be provided on each side of the 8 feet wide opening where the new sliding glass doors are to be installed. Niel)/, Yours, fr Thomas H. Maxwc Jr., P.E. thr /dbm PAGE 01 g M rM•••/ •/i it 4 ,441•70i - (04.6t (.4 r D, i /6 er iert a o e•i✓ls i,,r7 /A/ TVA- dc4 (5, /AP Y (f / �i. r Apt gAtO sJ soot t /it.r yo v M e '4e of is ( ' . 4 6 'T'A. •, P 't,t . • f (Tor) `it7- 2 V Y oot c .r) i ri • » ry August 3, 1998 Mr. Ramon Camayd Assistant Building Official Miami Shores Village 10050 N.E. 2 Avenue Miami Shores, FL 33138 RE: Glass Door Installation Project 452 N.E. 92 Street Owners: Brian & Ruthann Wade Dear Mr. Camayd; This is to certify that the existing concrete tie beam above the 8 feet wide opening for this new door installation is an 8" wide x 24" deep reinforced concrete tie beam as shown on the approved plans. Since the house was built with 9 feet high ceilings, the tie beam above the existing door and window in this rear wall was poured as an 8" x 24" tie beam. Therefore, no additional reinforcing steel is necessary in this existing tie beam. And, furthur, I specify that new 8" x 8" filled cell columns be provided on each side of the 8 feet wide opening where the new sliding glass doors are to be installed. Very,, T,. ly Yours, mas . axwe , r., P.E. thm/dbm Thomas H. Maxwell, Jr., P.E. CONSULTING ENGINEER 121 N.W. 39th Avenue Miami, Florida 33126 TELEPHONE ( 305) 541 -7549 FAX (305) 649 -2776 SPECIFICATIONS AND CONTRACT FOR PLAN No. Residence forCW ilton Iainoi C_l_yde Lats_e_of 5 Block. 49_ City of MiarnI Shoie,---Fia-.-- rioB..&choepp1 Architect 2701 Biscayne Blysh Florida Job No. 47,113-1 - CONTENTS SECTION DESCRIPTION PAGE 1. General Conditions '1- 3 2 Earthwork 3 3 Concrete, Masonry and Steel , 1 3 - 4 4 Carpentry and Millwork. 4 - 7 5 Roofing and Sheetmetal 7 - 8 6 Miscellaneous Iron, Bronze, Etc 8 7 Lath, Plaster and Stucco 8 - 9 8 Painting 9 -10 9 Tile __. 10 10 Plumbing 10 -11 11 Electrical Work 12 SECTION 1- GENERAL CONDITIONS 1 -01 SPECIAL NOTE: (A) The "General Conditions of the Contract," fifth edition, issued by the American Institute of Ar- chitects, shall form a part of this specification and shall govern the work in all respects except as modified herein. Copies of the "General Conditions of the Contract" are on file and may be referred to at the office of the Architect. (B) The plans and these specifications are cooperative; the specifications are intended to cover, in general, the requirements as to quality and character of materials and workmanship; the plans, to- gether with notes thereon, will set forth specific requirements for the work, and such notes shall be considered as in full force and effect, though such requirements may not be particularly mentioned in these specifications. 1 - 02 BIDS: The Owner or his Architect reserves the right to reject any or all the bids and to select the successful bidder as he sees fit. 1 - 03 EXAMINATION OF SITE: The contractor shall visit the site and familiarize himself with the location and all conditions that may affect the progress of the proposed work. No claims for additional allowances will be granted because of lack of knowledge of such conditions. 1 - 04 ORDINANCES AND REGULATIONS: All requirements of local and state ordinances and regulations relating to building and the preserva- tion of public health and safety shall be observed by all contractors. 1 - 05 PERMITS: The General Contractor shall procure and pay for general building permits. Special permits shall be taken out and paid for by the Contractor for such work. 1 - 06 PROTECTION OF PROPERTY: The Contractor shall erect necessary boxing for trees, shrubbery, etc., erect fences and walks and maintain warning lights where necessary at night. 1 - 07 TAXES: Each Contractor shall discharge any and all obligations due the State and Federal Governments under the requirement of the State Documentary Stamp Tax Act, the State Retail Sales Tax Act and the Fed- eral Social Security Act. 1 - 08 CONTRACTOR'S LIABILITY AND WORKMAN'S COMPENSATION INSURANCE: The Owner will sign with the General Contractor the Standard Form of the A. I. A. — "Contract be- tween Owner and Contractor" which will stipulate that the Owner will maintain and pay for fire and tornado insurance in proportionate amounts as the work progresses. The Contractor must maintain and pay for Workman's Compensation Insurance according to Workmen's Compensation Ac: effective July 1, 1936, including liability and Contingent Liability Insurance which shall thoroughly protect the Page One owner and contractor from any claims for damages or personal injury, including death, to anyone, which may arise from operations under this contract. Certificates of such insurance shall be filed with the Owner, with a clause in such certificate requiring at least ten (10) days written notice in the event of cancellation, and shall be subject to his approval for adequacy of protection. 1 -09 SANITARY CONVENIENCES: The Contractor shall erect temporary closet for the workmen on the job, and maintain it in a clean and orderly condition at all times. At the completion of the work, he shall remove same and its con- tents. 1 -10 WATER METER: The General Contractor shall arrange with the water company through the plumbing contractor, for a tap to the water main and installation of a water meter. The General Contractor shall pay for tap and all water charges, including meter deposit, for construction purposes. Meter and deposit shall be changed to Owner's name at the completion of the contract. 1 -11 LAYING OUT WORK: The principal lines, levels and necessary grades for the construction of the building are shown on the accompanying drawings and shall be followed accurately by the contractor. The Contractor will be held entirely responsible for the proper laying out and construction of the work contemplated by this specification and the accompanying plans. 1 -12 CLEARING OF SITE: The General Contractor shall clear the entire building site of all rubbish, brush and other objection- able matter. All trees within the area of the building or driveway shall be transplanted on the plot as directed by the owner. 1 -13 CUTTING AND PATCHING: The Contractor shall do all necessary. cutting and patching so the several parts of the work fit cor- rectly and shall leave the building complete as one unit. 1 -14 CASH ALLOWANCES: Where cash allowances are made, they do not include Contractor's profit. Contractor to include such materials, work and installation costs as are required for a complete job in every respect, unless other- wise specified. In connection with such work, the General Contractor is to construct or set all adjoin- ing work as that work under these items can be set just as if same were included in the General Con- tract. The full amount of cash allowances shall be construed as being credits to the Owner in their full value as set up in this contract, and do not include contractor's fees. Should the final cost of the work in- cluded in these allowances be less than the amount of the allowance, then the Owner shall be credited the difference. However, should the final cost of the allowances exceed said allowances, the Owner will pay, net, the difference, in excess without adding a contractor's fee. All work covered by allow- ances will be contracted for direct through the Architect's office. The General Contractor shall read the articles in this specification pertaining to the work covered in the cash allowances to ascertain whether or not there are any special conditions covering the installa- tion of same. Page Two A. Hardware $ 90.00 B. Electric Fixtures $ 70.00 G. Wrought Iron (Incl. installation)_:.._ ..._... -..S- D. Medicine Cabinets _ .. —_$ 15.00 E. Chimes F. Class- Shower Door . ------------- ------ 4 G. Living Room Mantel and Hearth ______ _________________ $100.00 H. Linoleum $ 75.00 SECTION 2- EARTHWORK 2 -01 SCOPE OF WORK: This work includes all necessary earth and rock excavating, filling and back - filling, rough and finished grading necessary for footings, foundation walls, terraces, etc., shown on the plans. The plumber and electrician shall do all excavating and back - filling necessary for their work. 2 - 02 FILL AND BACK - FILL: Material from excavations shall be used for back - filling and rough grading. Where additional fill is required such material shall be clean and free from rubbish or other objectionable matter. 2 - 03 GRADING: The finished grading will be done by the landscaper. The General Contractor shall fill or excavate as necessary to bring the rough grade to a point two (2) inches below the finished grades shown on the drawings at the building line. From these levels, the grades shall be worked down to meet the natural grade at a point approximately ten (10) feet from the building in all directions. SECTION 3- CONCRETE, MASONRY & STEEL 3 -01 SCOPE OF WORK: This part of the contract shall include all materials, labor, equipment and scaffolding for plain and reinforced concrete work, cement block work, brick work, cement floors, vents and all other miscel- laneous masonry necessary for the completion of the building as shown on the drawings. Foundation shall he in accordance with structural drawings. 3 - 02 REINFORCING STEEL: All steel bars shall be of the sizes noted on the structural drawings, and shall be new intermediate grade, correctly fabricated, placed and held rigidly by ties and chairs. 3 - 03 FORMS: All forms shall be constructed of required sizes for structural members shown on the drawings. Form- work shall be sufficiently tight to prevent loss of cement, and shall be braced and shored so as to avoid distortion when the concrete is placed. 3 - 04 CONCRETE: Unless otherwise noted, all plain and reinforced concrete shall be mixed in proportions of 1 part cement, Page Three 2% parts sand, 3% parts stone, with sufficient water to provide a plastic and workable mix. 3 -05 FINISH CEMENT FLOORS: . All floor surfaces marked "Cement" shall be plain cement, with slope or pitch indicated on plans. Where colored cement is noted, the color selected shall be integrally mixed with the topping materials. 3 -06 MASONRY WORK: All masonry units shall be laid up true and plumb in a substantial and workmanlike manner. Cement brick may be used for incidental filling where necessary in masonry work. All masonry units shall be laid on full mortar beds, carefully filling in the vertical joints. Exposed masonry units shall have the joints wiped with gunny sack. 3 -07 MORTAR: Mortar for all masonry work shall be composed of one -half (%) sack of Portland Cement, one (1) sack of masonry cement, four and one -half (4%) cubic feet of sand. Mortar shall be used within 1% hours after mixing. No mortar shall be retempered. 3 -08 VENTS: Precast stock screened vents shall be installed in the masonry as indicated on the plans. 3 -09 MISCELLANEOUS IRON: The mason shall build in all miscellaneous iron and steel such as angle lintels, joist and rafter anchors, hangers, bolts, etc., as may be required to fully complete the work. 3 -10 WALKS AND DRIVES: Shall be as noted on the plans. • - - I . • . l 1 1 . . .� ! • • noted nn plan% a ll i accor rlannp with manufacturer's directions. SECTION 4 CARPENTRY AND MILLWORK 4 -01 SCOPE OF WORK: The work contemplated under this section includes the furnishing of all materials and labor neces- sary for all rough carpentry, form work, framing and finish carpentry, interior and exterior millwork, and all other work as may be reasonably implied as belonging to carpentry. 4 -02 FORM WORK: Shall be built in accordance with Paragraph #3 -03, Section 3. 4 -03 FRAMING LUMBER: ' All dimension lumber, except as otherwise noted, shall be No. 2 common pine. All exposed timbers for beams, show rafters, etc., shall be select heart pine or fir unless otherwise noted. Where 'cypress timber is noted on the plans, such timber shall be clear cypress. Page Font • 4 -04 STUDDING AND PLATES: All studding, unless otherwise noted, shall be 2 "x4" spaced not to exceed 16" centers. All non-bearing partitions shall have a single top and bottom plate. For bearing partitions the top plate shall be doubled. Studs shall be doubled at all openings, and heads shall be doubled for all openings four feet or less. Heads of openings exceeding four feet shall be trussed. All partitions shall have fire stops out in midway between the plates, or at intervals not to exceed five feet. Starting studs, framed in contact with masonry walls and wall plates shall be treated with an approved preservative and shall be bolted or otherwise securely anchored to the masonry, in accordance with the local building code. 4 - 05 JOISTS AND RAFTERS: All floor joists shall be of the sizes and spacings noted on the plans. Rafters and ceiling joists shall be 2" x 6" spaced at 16" centers, unless other sizes and spacings are shown. Floor joists shall be set crown side up and shall be double under all partitions running parallel to the joists. Ends of all foists framed into masonry or secured to wall plates shall be treated with an approved preservative. Cress bridge all joists at intervals not to exceed six feet with 1" x 4" cross bridging. Rafters shall be properly seated on the bearing plates, well spiked and anchored as required by the local building code, using galvanized anchors. Ceiling joists shall be securely spiked to each rafter, or otherwise anchored as may be required. 4 - 06 SHEATHING: All roof surfaces shall be sheathed solid with 1" x 6" T & G No. 2 pine sheathing, securely laid with at least two nails to each bearing. Wood subfloors shall be secured with at least two nails to each bear- ing. Exposed overhanging eaves, unless otherwise noted, shall be sheathed with B & bet-ter 1" x 6" T & G V grooved sheathing. 4 - 07 FURRING: Unless otherwise noted, the interior of all masonry walls shall be furred with 1" x 2" furring. Fur- ring shall be treated with an approved preservative and shall be securely nailed to the masonry with case hardened cut nails. Where tile wainscotes occur, with plaster walls above, (1 -1/2 ") furring occurs above the tile, to the end that tile and plaster surfaces shall finish on the same plane. Where furring occurs adjacent to chimneys, % " sheet asbestos shall be applied between the masonry and the furring. 4.e8 FRAME All walls to have 2 "x4 " -or 2='x6 studs,..16 "-An center, as_slww.in plans, All sheathing shall be 1" L & G No.-2 pine or fir as .shown- Exterior walls to he.couered 4 - 09 EXTERIOR WOODWORK: Unless otherwise noted, all exterior woodwork such as show rafters, wood cornices, etc., shall be selected dense pine or selected fir. Exterior wood frames, grilles and moulding around door or window frames shall be velvet pine. 4 - 10 EXTERIOR DOOR FRAMES: All exterior door frames shall be of velvet pine rabbetted for door and screen. Frames shall be pro - vided with stucco or brick moulds loose nailed for caulking. All exterior door frames shall be treated with an approved preservative before delivery to the job. Exterior door frames shall be thoroughly caulked with an approved plastic compound. Page Five steek•windows Page Six. able ]auug_�ui 7 4 -11 WINDOWS: All windows,. unless otherwise noted, shall be. Residential Steel Casements of standard . types. Sections shall be hot - rolled, solid steel bars, with weathering baffles _rolled integrally. to provide. continuous double contact between the .frame and casement leaf members. Corners shall be mitered, electrically butt•welded and forged. The frame members shall. be prepared for the attachment of screen .fittings All casement leaves shall be side hinged to open out and . equipped: with cleaning type. hinges. Each casement leaf shall have operating .adjusters at the. sill and shall be equipped. with a • cam action. lock- ing handle. All windows .shall receive: standard Bonderized.finish..A separate screen, designed for easy attachment, shall be supplied for each casement. Frames shall be cold - rolled steel, Bonderized and painted with gray primer, dipped on and baked dry. Screen cloth shall be 16 mesh. All screen fitting shall be Bonderized and painted. All sash shall be glazed with single strength glass. Caulk around all frames. . 0 • . - .. • • • • I I - • . we 4 -12 INTERIOR WOODWORK: All interior woodwork that is to receive paint finish, shall be velvet pine. All interior door frames shall be provided with applied stops. Except as may be otherwise noted on plans, all window sills shall be wood. Refer to plans for special items of interior woodwork. 4 - 13 DOORS: All doors shall be of fir of sizes and design noted on door schedule, and shall be of mortise and ten - non construction. Louvered doors shall be of operating or stationary type louvers as noted on plans. All glass panels, unless otherwise noted, shall be S. S. A. glass. 4 - 14 SCREENS: Unless otherwise noted, all screen doors shall be of clear fir with 18 mesh bronze screen wire. All nails shall be copper. Bug strip shall be provided at bottom of all screen doors. 4 - 15 CABINETS: Kitchen cabinets shall be as shown. Other cabinets, cses, shelves, etc., shall be provided and installed in accordance with plans and details. 4 - 16 CLOSET FITTINGS: Except as otherwise shown or specified, all closets shall be fitted with two shelves, a clothes pole, hook strip and show rack. Clothes pole shall be % " galvanized pipe. Unless otherwise noted, closets shall be finished the same as the adjoining room. 4 - 17 ROUGH HARDWARE: The: Contractor shall furnish all rough hardware required .iii counectiorl with the: construction, such as nails, 'screws, bolts, •anchors,.:straps, etc:. Garage door equipment shall. be provided under this heading as required. . • 4 -18 FINISH HARDWARE: All finish hardware shall be provided under a cash allowance. Before the painter starts his work, all hardware shall be accurately and completely set, fitted, removed, identified and marked as to location, stored away until after the painting is completed, the carefully and accurately reset. 4 - 19 MEDICINE CABINETS: Medicine cabinets shall be provided under a cash allowance. Cabinets shall be installed by this Contractor. 4 - 20 WOOD FLOORS: All finish wood floors shall be of the kind noted on the plans, and shall be securely blind nailed to the sub - floor; sanded smooth, and finished with stain, a paste wood filler, two coats shellac and waxed. 4 - 21 LINOLEUM: Where linoleum is indicated on the plans, such material shall be standard gauge inlaid Iboleum laid according to the best common practice. Wood floors under linoleum shall be B & better pine flooring, sanded. 4 - 22 — MISCELLANEOUS: Reference shall be made to the plans for items of carpentry millwork not specially mentioned herein. 5 - 01 SCOPE OF WORK: The work proposed under this specification shall include all labor, material, equipment and services necessary for, and relevant to, the installation of all roofing, flashing and other sheetmetal work, to the end that all work shall be watertight at completion. Rosin shall be used as a flux for all copper work. 5 - 02 ROOFING MATERIALS: Roofing shall be of the type and kind as noted on the plans, laid over a 30# felt, tin tagged, and, a 90# slate surfaced felt mopped down. Lap felts 3" and cover hips and ridges with a 12" strip of 90# felt. 5 - 03 ROOFING: The entire roof shall be covered with `yea i t6.._.Cement b.ingla_._Til a . SECTION 5— ROOFING & SHEETMETAL Page Seven 5 -04 FLASHING: All intersections of the roof with vertical surfaces of every nature, shall be flashed and counter flashed with 16 ounce soft roofing - temper copper. All pipes . passing through the roof shall be flashed and counter flashed. Counter flashing shall be caulked into the hubs or held with brass clamps em- bedded in elastic cement or white lead. 5 - 05 EAVE DRIPS: Unless otherwise noted, all eaves shall be provided with metal eave drips as noted on the plans. 5 - 06 NAILS: All nails used in connection with sheetmetal work shall be hard copper nails. 5 - 07 TERMITE SHIELD: Install galvanized termite shields, for complete termite protection. 5 - 08 MISCELLANEOUS: Reference shall be made to the plans for special items of sheetmetal work. SECTION 6- MISCELLANEOUS IRON, BRONZE, ETC. 6 -01 SCOPE OF WORK: Reference shall be made to paragraph #18, section #4, for items called for as "rough hardware ". All other miscellaneous iron, bronze, etc., shall be provided as noted on plans. 6 - 02 THRESHOLDS AND WEATHERSTRIPPING: This Contractor shall provide and install white metal weatherstrips and 3%" aluminum thresholds on all doors noted on door schedule. 6 - 03 VENETIAN BLIND GUIDES: Unless otherwise specifically noted, all window openings shall be provided with solid brass chanel guides, recessed into the jambs. 6 - 04 SLIDING DOORS: Sliding door tracks shall be of the type noted on plans, and shall be provided by this Contractor. Page Eight 6 - 05 HEAT CIRCULATOR: . Furnish and install as No. Superior Heat Circulator with intake and outlet grilles as noted. SECTION 7 -LATH, PLASTER AND STUCCO 7 -01 SCOPE OF WORK: The work proposed under this specification shall include all material, labor, equipment and services necessary for and relevant to the installation of all lath, plaster and stucco work throughout the in- terior and exterior portions of the building. 7 - 02 LATHING: All walls and ceilings, except where otherwise noted, shall be lathed with 5' 16" Gypsum plaster base or rock lath securely nailed to furring, studs or joists with galvanized nails. A strip of 20 gauge gal- vanized wire fabric shall be applied continuously around all plaster openings shown on plans and around the inside and outside• corners or intersections of walls and ceilings. 7 - 03 METAL LATH: Walls, wainscotes or other surfaces to be tiled or plastered with cement plaster, shall be lathed with 2.4 pound galvanized expanded metal lath. U • 7 -04 PLASTER: Unless otherwise noted or specified, the entire interior of the building shall be plastered on lath or masonry. Plaster shall be applied over metal lath in three coats; and over masonry or rock lath in two coats. All interior walls and ceilings, except in kitchen and bath room, or as otherwise noted, shall be sand finish with color added to the finish coat. Plaster in kitchen and bath shall be smooth trowel finish. All plastering shall be brought out flush with the grounds, and plastering adjacent to tile work shall be finished flush to the face of the tile, or 1/16* back of tile cap or base. All plaster shall be U. S. Gypsum, or equal. Refer to plans for run molds or special plaster requirements. 7 -05 CEMENT PLASTER: Where cement plaster is noted, this shall be composed of one part cement and two parts sand, ap- plied in two coats. A scratch coat shall be applied to surfaces to receive tile work. Unless otherwise noted, cement plaster shall be sand finish. 7 -06 STUCCO: Except where otherwise noted, all exterior walls, jambs, heads and sills of windows or other openings in wall surfaces, shall receive two coats of cement stucco. Stucco shall be composed of one part Port- land cement and two parts sand, waterproofed with "Sec ", "Fluresit" or other approved compound, mixed in accordance with manufacturers directions. Refer to plans for run molds or other special stucco requirements. 7 -07 DRY CEILING CONSTRUCTION: See plans for insulated ceilings, same -to be installed according to manufacturers' instructions. 7 -08 CUTTING AND PATCHING: This Contractor shall do all necessary cutting and patching of plaster or stucco as required. after other trades. Patching must be done in a neat and workmanlike manner, leaving neither stains nor cracks. SECTION 8 PAINTING 8 -01 WORK INCLUDES: The painting or finishing of all exterior woodwork, metal work and cement surfaces and the finish- ing of all interior woodwork and plaster. 8 -02 IN GENERAL: All nail holes, cracks and small defects shall be puttied and all surfaces properly cleaned and pre- pared before painting or finishing Cover knots with shellac before priming coat. Do not paint on green or wet lumber or during damp, rainy, weather. Paint or varnish to be best quality of approved manu- facture, delivered in original sealed packages. Painter shall submit color samples of interior and ex- terior finish, for the approval of the owner. 8 -03 INTERIOR WOODWORK AND TRIM: Except as noted, shall receive one coat of oil paint in colors as selected, and an additional coat of hall flat and half enamel. Where cathedral or exposed wood ceilings are indicated, those shall be stained and antiqued as directed. To all woodwork in kitchen and baths, apply two coats of enamel under coater, then one coat of interior gloss enamel, tinted as directed. Cupbcards, cabinets, open shelves, etc., shall be painted on the inside and outside and on the edges; tops and bottoms of all shelves, doors, drawers, etc. Page Nine SECTION 9 -TILE SECTION 10- PLUMBING I 8 -04 EXTERIOR WOODWORK AND TRIM: Exterior woodwork, including doors, sash and frames, etc., shall receive three coats of lead and oil paint, tinted as directed. Each coat of paint shall be allowed to dry at least 36 hours before applica- tion of the next coat. 8 - 05 INTERIOR PLASTER WALLS AND CEILINGS: In the kitchen and baths paint one coat of a primer sealer, one coat of undercoat and one coat of gloss enamel, colors as selected. All other plaster surfaces shall remain unpainted. 8 EXTERIOR STUCCO: Shall receive two coats "Sec" stucco paint, tinted as directed. 9 - 01 WORK INCLUDES: Tile floors, wainscote and accessories in each bath, kitchen drain tile, etc., as noted on plans. Set tiles with miracle adhesive as per manufacturers specification. 9 - 02 BATHS: ‘ Shall have tile floors, tile wainscote 4' 6" high and 6 6" high, over tub or shower, in colors selected. Six pieces tile accessories. 9 - 03 KITCHEN: Counters, splash and ends to have 41/4 " x 4% " tile. 9 - 04 WINDOW SILLS: Furnish and install bullnose tile sills for all windows and for ledges as noted. Kitchen and baths to have sills matching the tile. 9 - 05 MISCELLANEOUS: See notes on plans for tile work not speoifically mentioned herein, and include as though mentioned. 9 - 06 CLEANING: All tile to be left clean and neat before leaving job. 10 - 01 WORK INCLUDES: A complete system of plumbing, piping, fixtures, sewage disposal for all fixtures indicated or speci- fied. Conformance to the local and state ordinances and regulations is required. No part of the work shall be covered in before it is examined by the inspector and. the Architect. 10 - 02 SOIL AND WATERLINES: Unless otherwise required by ordinances, use standard weight cast iron pipe and fitting. joints shall be made with picked cakum and tightly caulked with lead. Vent pipe for closets shall be 4" cast iron pipe. Other vents shall be 2" cast iron pipe, all vents thoroughly lead flashed at the roof with flashing ex- tended to the top and turned down in pipe. Run house sewer to septic tank or city sewer as noted on plans. 10 - 03 A CLEANOUT: • Shall be accessibly placed at the foot of each stack, and at all changes in direction. Where cleanouts are not accessible under the house, they shall be flush type with brass screw cap set in finish floor. 10 - 04 WATER SERVICE: Shall be 1" line provided by the General Contractor from the city main to the meter at property line. .From the meter the plumber shall run a 1" supply line to the building and run water to each fixture. 10 - 05 VALVES: • Shall have stem with removable loose disc of hard fibre. Concealed valves shall have removable seats and disc accessible from the face of the wall. Provide valves in supply linel to each closet, lavatory and sink. Provide control valve and drain at entrance to building. Page Ten • 10 -06 HOT AND COLD WATER SUPPLY: Shall be standard galvanized pipe and fittings. Pipe shall be reamed inside at fittings. Provide air chambers at fixtures. 10 - 07 WATER HEATER: Install an Electric Automatic Storage type water heater, size as noted on plans, piped to all fixtures except closets. 10 - 08 PIPE HANGERS: Of heavy galvanized iron and shall solidly and rigidly support all piping. Pipes other than galvanized shall be wrapped at the hanger. 10 - 09 SILL COCKS: Shall be compression type brass rough nickle finish. Valves shall be 3/4" threaded for % " garden hose. See plans for number and location. 10 -10 TEST: The entire system shall be tested after installation. Any leaks which occur shall be made watertight. Plumber shall be responsible for giving Architect and Inspector notice when system is ready for inspec- tion. 10 - 11 DISPOSAL: Provide sewage disposal in accordance with requirement shown on plot plan. 10 - 12 FIXTURES: Shall conform to the plumbing list below, and shall be Standard, Kohler, or Crane. SHOWER: LAVATORY: taxi la � � _19 if 'Ii_edgQv oodi" auppllea with B -60 - P. Trap CLOSET: ata amd,E-2109 Cad ot. Church _#640 white sheet covered,. sea - & _ui?p- _w /sto_p.. _._. STANDARD FIXTURE SCHEDULE ALL EXPOSED BRASS CHROMARD TUB & SHOWER: (Recess Type) LAUNDRY Tom: 8 fdar...r3..P,.222.3-•.2_ !t.-_ Las ter P0.1 .1. e_T.-uha B -75 WATER HEATER: ( small home ) 30-- Gallon -El-eE -trio- wa -te-r- heater, SILL COCKS: p1ana�_ stop. KITCHEN SINK: P- 7010 -3 _2--- Com in.at-ion.-_swing Qap_..disb,.__B_- t089-_ Cr ab_ a_trainsr . P_ -- Trap. -- 1 -24 x 24" Qer ent...fitra, _supported on angle. Iron frame. ,la st plugs _with. - .Vubh8r- . -s-t.a r sa er- .-- - it >3-�2 Coaxla.tlon glzoutar ..& Tiab_2iller. Combination swan y so out faucet B -438 Lever 'operated op -up iv�tFi 'soap - - - daft; Ntt continuous drain B -294 Curtain pod with waste. wall f l anges o B -960 11 P Trap. Pep Eleven 11 -01 WORK INCLUDES: SECTION 11- ELECTRICAL WORK A complete system of wiring for doorbell, radio and lighting, including necessary panel boards, cut- outs, pull boxes, etc., required by local or state ordinances or underwriter's rules. The system shall be complete in every respect at completion. 11 - 02 CODE RULES: Of the National Board of Fire Underwriters, local Electrical Ordinances and regulations of the Florida Power & Light Company shall be minimum requirements. 11 - 03 SYSTEM: The wiring system shall be either thin wall conduit, or Romax, as noted on the plans. 11 - 04 RUBBER COVERED WIRE: No wire shall be less than #12 B. S. gauge, for runs of 50 feet or over, and #14 B. S. gauge for smaller runs. Leave wire terminal in all outlet boxes properly poled and taped. Main switch shall be 60 amp. panel H. R. type. 11 - 05 CONVENIENCE OUTLETS: Shall be duplex type receptacles, white bakelite finish, placed 12" to center above finish floor unless otherwise directed. 11 - 06 SWITCHES: Shall be square handle toggleswitches, 4' 0" above finish floor, white bakelite finish. 11 - 07 DOOR SIGNAL: Flush type buzzer shall be installed in kitchen operated from call bells shown. 11 - 08 PANEL: Shall be circuit breaker type, ten light outlets per circuit. "Westinghouse" or equal make: 11 - 09 WIRING FOR TELEPHONE: • If indicated shall be run in % " galvanized steel tubing. Entrance to building shall be as indicated. 11 -10 LIGHTING FIXTURES: See cash allowances. Electrician shall provide fixture stubs in all outlet boxes. He shall furnish and in- stall elements for built -in fixtures, as noted, and shall hang all .fixtures. 11 -11 MISCELLANEOUS:, Reference shall be made to the plans for special outlets or electrical requirements not particularly men- tioned herein, and all such items shall be included in the contract. Include electric connections to water heater or solar booster. 11 - 12 SPACE HEATERS: Each bathroom shall have a• 1000 Watt Thermador recessed bath room heater. Al other h t e rms sh The location of these heaters shall be verified be- -; - -•• • e e • • • • • • . • fore installation. " 11 - 13 GUARANTEE: , Page Twelve • All materials installed under this contract shall be guaranteed in writing to the Architect for a period -of twelve ("12) months after final acceptance of the work. Under this guarantee, the Contractor shall repair or replace at_his own expense any parts. which may become defective or due to poor workman- ship within that time. The guarantee shall accompany the request for final payment. - • 0 ICC•E N. _ ?,... A. (2051 7 5-rC- (215 . • =DING FTC's: /C•.^.N L'TMPs RMISITATICN Coy c= SE3TE CF FLORIDA rx _ CATICN .r,,,,.,. - -- RELASMATION Ak6 DADE CCUifir! C2MPOlatCY LI Copy of current OCCUPATIONAL LIC YSE _:;r =UM"; ,. ; c Certificate of Insurance L t aErr'y - - —=-- ...�__ (ct.^. =`..mss =c to Miami Sho-es `Tillage). Certificate of Insurance for WORKER'S C (addresser to Miami ShoresVillage) or if exempt. State of Florida IM Form ECMf -204, Construction t s` i Notice of Election to be Exempt. PLEASE SU frr Evizeztan (':Tr OFF Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized) . sets oL or Zaps /dr'Hings s P signed and sealed oy registered architect engineer. Occupancies hyOrop Classification trust be on plans and permit aoplication. All plans must include folio member and property ess.. Amended plans, in addition to the above, rust also include the perm t u mber. Structural Calculations signer and sealed by ==c? t_ct or engineer when applicable. C. r rent survey of the property. _]L Certificate of Elevation sided and sealed by Surveyor. Substantial IaXove�..uts Checklist (contractor c= owner).' Four sets of energy calculations, signed and sealed Tito sets of signed & sealed Truss plans (Engineer). . _a_ DADE County or State of Florida Products his for roof materials, sheds, windows, exterior /garage doors, a uminc= ;,_ screen enclosures, shutters awnings, skylights, french doors and etc. Approvals from ERS, DADE County Impact Fee Section, Fire Department a Health Department (when acg1 ic_e) . DERV warranty Dees or Other Proof of Cwmamhip if necessary. Stn Ltcu.� Reviefi fee Ysa � gc77 S� Pe k,07T 5•o Ad /e /e Notice of Commencement / /�/� Required fad,/ . Pf M Submitted p C. PRIME CONTRACTOR AND ALL SUB - CONTRACTOR PERMITS MUST BE SUBMITTED PRIOR TO PERMIT APPROVAL COMPLETED BUILDING PERMIT APPLICATION - Please note Plbg, Elect, Mech, Swim Pool / are separate applications. (/ PROOF OF OWNERSHIP (Deed or Current Tax Bill) Gt V CURRENT SEALED SURVEY (TWO COPIES) 1/ 2 PLOT PLANS - If prepared by architect, must be sealed. (Show all intended setbacks from property lines and other existing structures) N 9 \ ENERGY CALCULATIONS Supplied by Architect/Engineer sealed and/or signed by designer. 1/ STRUCTURAL PLANS AND STRUCTURAL CALCULATIONS (2 complete sets - sealed by Architect/Structural Engineer) ELECTRICAL PLANS (2 Complete sets - sealed by Architect/Structural Engineer) PLUMBING PLANS (2 complete sets - sealed by Architect/Structural Engineer) MECHANICAL PLANS (2 complete sets - sealed by Architect/Structural Engineer) if drawn by A/C Company, must obtain stamped approval from Arch/Eng) TWO SETS OF PRODUCT APPROVAL FOR ALL WINDOWS, EXTERIOR DOORS, ect. l_ PERMIT AND DOCUMENTATION FOR ROOFING PERMIT AND DOCUMENTATION FOR SHUTTERS A/ j HRS APPROVAL IF SEPTIC TANK OR WELL WORK IS REQUIRED (7755 NW 48 STR) APPROVAL FROM DERM (11805 SW 26 ST) Ca SAC OL4 • L NOTARIZED SIGNATURES ON APPLICATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT RESIDENTIAL ADDITION CHECKLIST IMPACT FEE FOR ADDITION PAID ( CERTIFICATE OF ELEVATION SIGNED AND SEALED NOTICE OF COMMENCEMENT LE r 3P2.0 Application fee of $250.00 due at the time of permit submittal. CONTRACTORS - Write license #'s on all applications. A copy of all applicable licenses (Competency & Occupational) and original insurance certificates for Workman's Comp and General Liability. Review Time -All customers submitting permit applications are to be given a review completion slip with their permit number and completion date filled in. The estimated time is as follows: • Single Discipline Permits -Four (4) working days • Driveways, Sidewalks, Sheds, Fences, Painting -Five (5) working days • Residential Addition/Alteration - Twelve (12) working days • Commercial Addition/Alteration - Fifteen (15) working days • New Residential- Fifteen (15) working days • New Commercial- Fifteen (15) working days A general rule of thumb is two (2) days per discipline and one (1) day per processing. The day the permit is submitted does not count as a day. Bank of America Advantage' BRIAN WADE 02 -03 RUTHANN WADE 305- 751 -7754 452 N.E. 92ND ST. MIAMI SHOI3 t. F.k,93138 -3155 o of Bank of America® ACH Rif 083100277 Date Memo -7 ,14/4 , T C Aiif T oA, �/�' `' 1: i . X 3 0036? SSD 2Se 03,08 016 00`1-14, P1,2ooy -aa E L.. Zvi -1 b 108 ,� 7/83 R o -2 Qp488 0 O o • $ / d Dollars 8 � p rMAFARDPAREL NUMBER 0093 . S - -iX J 138. P1PMANDEX DALE 3 -2 -94 . TI M PAREL EFFECT IVE /REVISED bAtt 7-17 -95 88. FLOOD ZONE(S) "X" S A §E FLOOD ELEVA1lON(S) (Zone AO, use depth of flooding) N/A • PROCESS /I r-EtiERAL EMERGENCY MANAGEMENT AGENCY FOLIO 1 11- 3206 -014 -0040 NATIONAL FLOOD INSURANCE PROGRAM • BUILDING OWNER'S NAME BRIAN $ RUTHANN MAnF BUILDING STREET ADDRESS (Including Apt., Unit, Suite, end/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 452 N.E. 92ND STREET CITY STATE MIAMI SHORES FLORIDA PROPERTY DESCRIPTION 1■3174 block Numbers, Tex Parcel Number, Legal Description, etc.) WEST1 QF • • • r I . ' "w !11 .li' �E 11 t e 0. se a 'omen s area, necessary. • C.O.R.9.04 e.g., es RESIDENTIAL LAT I1liDE/iONGI T UDE (OPTIONAL) (# #° - # #' - ##. # #' or #h.#####^) ELEVATION CERTIFICATE Important: Read the IrigtructIons ort� pales 1 - 7. SECTION A - PROPERTY OWNER INFORMATION on a ' on -res on 9 on, coessory, I (ORIZON TAI_ DATUM: I —I NAD 1921 t NAD 1983 SECTION E - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) O.M.B. No. 3067 -0077 Expires JUIy 31; 2002 Zip coot 33138 � " PIAT ROOKIR PAGF37 For Insurance Company Use: - arccy"Aumbor Company NAIL Number o C _c. lype: I.1 0900 Quad Marry U Other: , 81. F coMMUN(TY R7CM €& UFiiiv`NUTianER 2A X.) TAM � TE VILLAGE OF MIAMI SHORES /1?0652 MIAMI FLORILLA 1310. Indicate. the source bt tiie Base Flood Elevation (BFE) data or base flood depth entered in U9. FIS Profile X FIRM �� Community eterrnined � 011ie (Describe): 1311. Indicate the elevetlo i dalurn used for the BFE Inn: _ ) NGVD 19 �� NAVD 1988 +___) Other (Describe): _ 1312. le the building located In a Correia) Barrier- leeources Syelem (CURS) erect br Otherwise protected Are (OPA)7 I( Yee (X I No Designation Date: C1. Building elevations are baeed on: (__IConelructlon Drawings' I___IBullding Under Conetruolion" Ix rIniehed Construction 'A new Elevation Certificate Will be required when construction of the building k complete. C2. Building Diagram Nurnber }� (Select the building diagram most similar to the building for which this certificate Is being completed - see pages 6 and 7. If no dlagrarn accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones A1-A30, AE, All, A (with BFE), VE; V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR /A1 -A30, AR/AII, AR /AO Complete Items C331 -I below according to the building diagram specified In Item C2. State the datum used. If the dalurn Is different from the datum used for the BFE In Section 13, convert the datum to that used for the BFE. Show field measurements end datum conversion calculation. Use the space provided or the Coiiti Tent§ area of Section D br Section 0, es appropriate, to document the datum conversion. Datum N G V D 2 9 Conversiorl(Conm ants N_Q.NLE_ _____._._______ Elevation reference mark used O U N T Y Does the elevation reference mark used appear on the FIRM? LI a) Top of bottom floor (Including besen1ent or enclosure) 9. 111(rn) l] b) Top of next higher floor . _ tt.(rn) O c) Bottom of lowest horizontal structural member (V zones only) N / A tt.(m) C] d) Attached garage (top of slab) . 10.$ Ii.(m) 9 LI e) Lowest elevation of machinery and /or equipment servicing the building (Describe in a Comments aren.) N / A IL(tn) U f) Lowest adjacent (finished) grade (LAG) _.. $. _ h.(m) o CI g) Highest adjacent (finished) grade (HAG) _._ tt.(m) U h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade O i) Total area of all permanent openings (flood vents) In C3.11 _115 "" sq. Iii. (sq. cm) This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that the Information in Sections A, B, and C on Ibis certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME C H A R L E S W. LICE sF1 €NUMBER TITLE L AND SURVEYOR CARR COMPANY NAME 1_060 ADDRESS 9 2 4 5 SIGNA1 UR>_ • PfteiA Knrm 111 - 11 .1111 nn SECi ION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION S.W. 44TH STREET / c,IiYM srn1E ZIP CODE F LORIDA LORIDA 33165 bA11 -25 -02 1ELEPHONr : 305- 221 -3 CFF prvrosr RIOT Fr117 r'nNTIfJi I;ATIfN , . ; p DI i Ajyrp Al 1 PRFVIr1I IR PrwrinNC C. „„ r o it OCTOBER 25, 2002 STATE OF FLORIDA PLS 1060 (__) Yes IL( _IMPORiANf: In these spacos, copy the coriespondIng Information from Section A. BUILDING STREET ADDRESS (including Ant., Unit, Sidle, and /or Bldg. No.) OR P.O.. ROU TE AND BOX NO. 452 N.E. 92ND STREET . CITY STATE ZIP CODE MIAMI SHORES f. . ,.., FLORIDA i ;.,, 1.33138 . SECTION 0 - SWIVEYOR ENGINEER, OR ARCIIITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. - COTv1MENTS _ L_ _Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO end Zone A (without BFE), complete Items El. through E4. If the Elevation Certificate Is Intended for uee as supporting Information for a LOMA or LOMR -F; Section C must be completed. E 1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 8 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building Is I__I__I ft.(m) I__I__Iin.(cm) I__I above or I-_I below (check one) the highest adjacent grade. (Use natural grade, If available.) E3. For Building Diagrarns 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the bulidlrig is tt.(m) I--I- _Itn.(cm) above the highest adjacent grade. Complete Items C3.h end C3.1 on front of form. E4. For Zone AO only: It no flood depth riumber Is available, Is the lop of the bottom floor elevated in accordance with the community's floodplain management ordinance ?) J Yea 1 _LNo 1 _J Unknown. The local official must certify this Information In Section O. SECI1ON F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properly owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA- Issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to fhe best of my knowledge. - PROPERTY OWNER'S OR OWNE tt"'S n(f ORIZ €D REPRESENTATIVE'S f'JnhE "MblISSS G"A R COMMENrS SIGNATURE COMMENTS f f MA Fnrni -A 1 _11 .II II nn Ct fY SECTION G - COMMUNITY INFORMATION (OPTIONAL) COMMUNITY NAME TELEPHONE DATE For insurenco Company Uso: Policy Number Company NAIC NUrnber SIAtE ZIP CODE I r I Check here If attachments The local official who Is authorized by law or ordinance to administer the community's floodpinin management ordinance can complete Sections A, 5, C (or E), and G of this Elevation Certificate. Complete the applicable Items) end sign below. 01. I__I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who Is authorized by slate or local law to certify elevation Inforrnetion. (Indicate the source arid Bete of the elevation data in the Continents area below.) 02. I__I A community official completed Section E for a building located In Zone A (without a FEMA- Issued or community - Issued BFE) or Zone AO. 03.1 I The following Information (Items 04 -09) Is provided for community foodpiain management purposes. 04. PefOTTIUMEtl IMETXTYPERN1111:45UM 1 3 AT€Zt =tTFI C o Co T7(NcEJOCCUPi( ISSUED G7. This permit has been issued for: I__I New Construction iI Substantial Improvement G8. Elevation of as - built lowest Boor (including basement) of the building Is: __ . • tl.(m)Dalum: G9. BFE or (In Zone AO) depth of flooding at the building site Is: ___ ft.(rn)Daturn: - t_OCAL OFFICIAL '8 NAME TITLE Check here If attachment Pro! AnKC AI 1 PRPAtIni IC t flITIf1NC 7 AP AM Ja NUMBER 0093 8 8. SUFFIX J 88. PIPM INDEX ' DAtE 3 -2 -94 87 MU - PA NEL EFFEC1IVE/REVISED bAtE 7 -17 -95 8t1. FLOUD ZONE(S) "X" IrfilAgt > L000 ELEVAtI(1N(S) (Zone AO, We depth of flooding) N/A PROCESS II FEDERAL EMERGENCY MANAGEMENT AGENCY FOLIO 1 11- 3206 - 014 -0040 NATIONAL FLOOD INSURANCE PROGRAM • C.O.R.9.04 • BUILDING oWNEf1'S NAME BRIAN 8i RUTHAN&WAIIF ELEVATION CERTIFICATE Important: Read the IttetructIons or1 napes 1 - 7. SECTION A - PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite, aril /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 452 N.E. 92ND STREET CITY MIAMI SHORES M 0PERtY DESCRIPTION Lot ei Block Numbers, Tax arm Number, Legal Description, etc.) WEST1/ OF r . , i ' V :II .1 e.g., es . on a , ' on -ros on a r c t on, coassory, e c sea 'ornmen s area, necessary. RESIDENTIAL IAT I TUD ONGI 1 UDE (GPI IONAL) ( tr - tilt' - WOW" or llit.fttliiIttr) IORIZONTAI_ DATUM: 1 - 1 NAD 1927 1 - 1 NAD 1983 SECTION b - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION S1. FTi'IRMMUCfRl1Ptar4it'1F -RT UNT irFJ(lMittli XIGT� '�' _R . VILLAGE OF MIAMI SHORES /120652 MIAMI FLORIDA • 010. Indicate the source of the Base Flood Elevation (i3FE) data or base flood depth entered in 89. FIS Profile 'XI FIRM i__I Community jielermirned �� Oilier (Describe): - 811. Indicate the elevation datum used for the 8FE In 89: �I NOVO 1924E I—I NAVO 1988 I__I Other (Describe): _ B 12. 1s the building located In a Coaalel Berriet I1eeourcee System (C13129) erect br Otherwise protected Area (OPA)7 I -._ Yes I X I No Designation Date: SECi1ON C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: (__IConelruction Drawings' 1___1Suitding Under Construction' 'A new Elevation Certificate will be required when construction of the building Is complete. C2. Building Diagram Number __-_ (Select the building diagram most similar to the building for which this certificate Is being completed -see pages 8 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations – Zones AI -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR /AE, AR /A1 -A30, AR /AH, AR /AO Complete Items C3.6-I below according to the building diagram specified In Item C2. Slate the datum used. If the datum Is different from the datum used for the BFE In Section a, convert the datum to that used for the BFE, Show field measuromente and datum conversion calculation. Use the space provided or the Coiimierits area of Section D or Section 0, as appropriate, to document the datum conversion. Datum N G v D 2 9__ Converslor /cornmenls -- -.N,.R N.E� _ ---- .- .----- .-- .------ - - - - -- ------- - - - - -. Elevation reference mark used t. 0 U N T Y , __ Does the elevation reference mark used appear on the FIRM? I__I Yes I Cl a) Top of bottom floor (Including basenient or enclosure) _,__•___,..____ 4 tI.(tn) O b) Top of next higher floor L JI O c) Bottom of lowest horizontal structural member (V zones only) NIA fi(m) 13 d) Attached garage (top of slab) _. • _O6f1.(m) l l e) Lowest elevation of machinery end /or equipment servicing the building (Describe in a Comments area.) ____. _.___.___ _ N I A II(M) 1 0 t) Lowest adjacent (finished) grade (LAG) __._...�_ $. J Om) C1 g) Highest adjacent (finished) grade (HAG) moil) C] ti) No. of permanent openings (flood vents) within 1 ft. above adjacent grade O I) Total area of all permanent openings (flood vents) In C3.h 1 152 „ sq. hi. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that lire Inrormation in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that an false statement ma bd • unishable b fine or Irn . risonnlenf under 18 U.S. Code, Section 1001. • . t v s €N CHARLES W. CARR 1a.60 1i1LE LAND SURVEYOR ADDRESS 9245.S.W. 44TH STREET • kPkAA rrrm ni_11 .1111 nn FLORIDA 0 C COMl'A Y A E CITY MIAMI STATE DATF -25 -02 C FP Rrvkpf2F R11 Prlrt rnNTINI IATInnt O.M.B. No. 3087 -0077 Expires July 31; 2002 33138 �" PI AT Boom) PAGF37 _ G ( Yee): 1.I USGS 0uad Map 1-1 Other: lX Finished Construction OCTOBER 25, 2002 STATE OF FLORIDA PLS 060 sTA1 E COD FLORIDA 1P 33165 I ELEP11 2t2' ., zit• 4,41 PFPI Ar.FR AI I PRFVInI IR Krll IoNR �� � •�• ' � G17 n1 9 IMPORIANI: hr these spaces, copy the corresponding Information tram Section A. BUILDING STREET ADDRESS (including Apt., Unit. Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 452 N.E. 92ND STREET CITY STATE ZIP CODE MIAMI SHORES • . FLORIDA ,... 1.33138 Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent /company, and (3) building owner. COMMENTS - acventarr- RpR1lf3 €f i - .00AL OFFICIAL `S NAME Ti1LE COMMUNITY NAME TELEPHONE SIGNATURE T 5F MER TS FPRAAFnnrniR1 -a1 .nn nn SECTION O - COMMUNITY INFORMATION (OPTIONAL) For1nsuronco Company Uso: SECTION D - SUBVEYOft, ENGINEER, OR ARCiIITECT CERTIFICATION (CONTINUED) DATE Policy Number Company NAIC Number The local official who Is authorized by law or ordinance to administer the community's floodplein Management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable IteM(s) end sign below. 01. I__I The Information Iii Section C was taken frorn other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who Is authorized by state or local law to certify elevation lnforrnetioh. (Indicate the source and Bete of the elevation data In the Comments area below.) 02. I__I A community official completed Section E for a building located In Zone A (without a FEMA Issued or community Issued BFE) or Zone AO. 03. I__I The following Information (items 04 -09) is provided for community fioodplaln management purposes. G7. This permit has been issued for: I� New Construction II Substantial Improvement 08. Elevation of as -built lowest floor (including basement) of the building is: tt.(m)Datum: G9. BFE or (In Zone AO) depth of flooding at the building site Is: ____.___._.__.__ • ___ ft.(rn)Oalurn: • Check here If attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT FIFE) For Zone AO end Zone A (without BFE), complete Iterns El. through E4. If the Elevation Certificate Is Intended for use as supporting information for a LOMA or LOMB -F; Section C rnust be completed. E 1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 8 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building Is I_I__I tL(m) l I__I above or I__I below (check one) the highest adjacent grede. (Use natural grade, If available.) E3. For Building Diagrams 6 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I_. - I__I ft.(m) I__I_ above the highest adjacent grade. Complete Items C3.h and C3.I on front of form. E4. For Zone AO only: If no flood depth number Is available, Is the lop of the bottom floor elevated In accordance with the community'a floodptain management ordinance? _LI Yee 1 _LNo 14 Unknown. The local official must certi fi this Information In Section O. SECi1ON F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 8, C (Items C3.h and C3.I only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The sfalernenfs in Secllons A, B, C and E are correct to � the best of my knowledge. - Yr1OPER OWNEIT'S OR OWNER'S A 1TFIORIZEU RFRESENTAT NMAE - 7CGURESS CITY STAN= ZIP CODE -S ST(3An - TbRE DATE TELEPHONE XiMMEN TS 410 I_I Check here If attachments r1ifrU C IrkfTMITl?§u b TTUCI TIFICAM E 1 PETANCJ)CCUPA I I SSUED I__I Check here I( attachment PrPt Ar.r -R Al 1 PRrvlrn tc rniTlnt'i ( I Y ° ' P (V P � L'- contractor owner eked up 2 sets of plans for u� (address) 9 S Z N z sr from the Building and Zoning Department of (dete) to have corrections done to plans and/or get County stamps. I Z. 27 -a 1 understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. Signature BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138.2382 TELEPHONE (305) 795.2204 FAX (305) 756.8972 RECEIPT JOB __ WADE - 45.2- NC rri.r OF FZI" w : CO! siraati 1 4yt , US / A far dKath�9e (flc TC-I ref We-A/ flo reerA (9, o X01". - Ao / wwdev 7 shy pe ©n 5 -i de sA p E :AC: =' ±C: a-/ ea t psi be- 1 11 rs), Th ;$ zil or, Id re. e d5'r sue; 1 avt1 e /eva o2 e 441- 1- an ©pe s /a•4 • id e, ® 4 e LV i n a9$ e 4. D ge G r 6 teat, eic -16v-o)(goi dd{•er'e ce of ;re ✓an d;o cf/ 5 c^S ' • v D d / /a 3 , OM i e PiA.e4 Sect, SHAD SHAFIE, P.E. Structural Engineer 844 N.E. 98th Street • Miami Shores, Florida 33138 Phone: (305) 984 -5974 • E -Mail: sshafie @bellsouth.net STRUCTURAL DESIGN CALCULATIONS WADE RESIDENCE 452 N.E. 92 STREET MIAMI, FLORIDA For: Mark Campbell, AIA Architect 373 N.E. 92 Street Miami Shores, Florida December 23, 2002 These calculations, prepared by Shad Shafie, P.E. for this project, are the exclusive property of Shad Shafie, P.E. Its use or pubtication shall be restricted for use solely with respect to the specific project noted above. These calculations are not to be used unless sealed by Shad Shafie P.E. Shad Shafie, P.E. shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights including copyright. These documents shall not be used in part or in whole by the owner or others for the projects, additions to this project, or for completion of this project by others except by agreement in writing and with the appropriate compensation for Shad Shafie, P.E. SHAD SHAFIE, P.E. 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Wade Residence WIND LOADS (ASCE 7 -98) Building Dimensions Width = Lengh = MRH (ft.) = Slope = Bldg. Cat. V(mph) = Exposure = FLOOR JOISTS DESIGN Joist Span (Max)= Floor Dead Load = Floor Live Load = Rafter Spacing = WDL = WLL Total Reaction = 10 4 I I 146 C 12.75 31.33 * See page 2 for wind pressures 11.50 ft. 15 psf 40 psf 16 in. 444 lbs. Mean Roof Height Roof Slope - Inches per Foot Wind Speed (Dead Load)(Spacing) = (Live Load)(Spacing) = Use 4x10 @ 24" o.c. (Southern Pine, No. 2) FLOOR JOISTS REACTIONS Use Simpson LUS210 - Allowable Load = 1275 Ibs 20.00 plf 53.33 pif * See page 4 Page 1 Building Parameters: Wind Normal to Ridge: C Walls: I Wind Parallel to Ridge: C, Roof: Windward Wall: Bldg. Category: UB C Windward Wall: h/L Dist. WW edge C Height G =O P ( +0.18) P ( -0.18) Height G 0 P (+0.18) P ( -0.18) 0-15 32.8 25.1 40.4 0-15 35.2 27.5 42.8 10.0 30.1 22.4 37.7 10.0 32.3 24.6 39.9 Leeward Wall: -18.8 -26.5 -11.2 Leeward Wall: -11.2 -18.8 -3.5 Windward Roof: > 20 ft. -0.30 Windward Roof: 0.0 Par. to ridge 0.32 0-5 ft. -33.9 -41.5 -26.2 0-5 ft. -36.3 -44.0 -28.7 5-10 ft. -33.9 -41.5 - 26.2 5-10 ft. -36.3 -44.0 -28.7 10-20 ft. -18.8 -26.5 -11.2 10-20 ft. -20.2 -27.8 -12.5 > 20 ft. -11.3 -18.9 -3.6 >20 ft. -12.1 -19.8 -4.4 Leeward Roof: 0.0 See Windward See Windward Side Walls: -26.3 -34.0 -18.7 Side Walls: -28.2 -35.9 -20.6 Building Parameters: C Walls: I C, Roof: 12.8 Bldg. Category: UB C Height h/L Dist. WW edge C Windward: 31.3 0.80 Windward: (Fig. 6 p. 34) 0-15 (Fig. 6 p. 42) Leeward: 46.3 Mean Rf. Ht.: Nor. to ridge 0.78 0-5 ft. -0.90 Nor. to ridge 0.41 -0.50 Hurricane Zone: 5-10 ft. -0.90 Par. to ridge 2.46 -0.28 13-20 ft. -0.50 Sidewalls: GCpi ( -): -0.70 > 20 ft. -0.30 Slope (deg.): 0.0 Par. to ridge 0.32 0-5 ft. -0.90 5-10 ft. -0.90 10-20 ft. -0.50 Gh (pm to daeo): 0.88 > 20 ft. -0.30 Mean (q) (psf): Leeward: 0.78 N/A Building Parameters: ASCE 7.98 Data: Nor. to ridge: 12.8 Bldg. Category: 11 (7b1. 1 - 1, p. 4) Height 1 K a (psf) Par. to ridge: 31.3 V (mph): 146 (Fig. 6 p. 34) 0-15 0.85 46.3 Mean Rf. Ht.: 10.0 Exposure: C (Sec. 6.5.6, p. 28) Hurricane Zone: Yes GCpi ( +): 0.18 (Tbi. 6 p. 62) Slope (in/ft): 0.00 GCpi ( -): 0.18 Slope (deg.): 0.0 I: 1.00 Gh (rwrmal to sego): 0.95 Gh (pm to daeo): 0.88 Mean (q) (psf): 42.5 10.0 0.78 42.5 SHAD SHAFIE, P.E. 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA 33138 Project: Wade Residence WIND LOADS (ASCE 7.98) Page 2 MAIN WIND -FORCE RESISTING SYSTEMS PRESSURES (All loads in PSF) Effective Win Area ( ): 10 20 50 IMemel Pressure Coeff. P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) P (+ 0.18) P (- 0.18) Roof Pressure: Zone 1: -50.2 -34.9 - 48.1 - 32.8 - 46.4 -31.0 0.22 Zone 2: - 84.2 -68.9 -75.7 - 60.4 - 62.9 -47.6 -1.30 Zone 3: -126.7 -111.4 -105.5 -90.2 -75.7 -60.4 Wall Pressure: Zone 4: -54.4 - 39.1 -52.3 -37.0 -48.9 -33.6 -1.60 (GC 34.9 50.2 33.2 48.5 29.3 44.7 0.22 Zone 5: -67.2 -51.9 _ -62.9 - 47.6 - 56.6 -41.3 -0.97 (Fig. 6.5.4 to 34.9 50.2 33.2 48.5 29.3 44.7 Effective Wind A ea (ft ): 10 20 50 Zone 1: GC -1.00 GC -0.95 GC -0.91 GC 0.30 GC 0.26 GC 0.22 External Zone 2: GC -1.80 GC -1.60 GC -1.30 Pressure GC 0.30 GC 0.26 GCp 0.22 Coefficient Zone 3: GC -2.80 GC -2.30 GC -1.60 (GC GC 0.30 GC 0.26 GC 0.22 Zone 4: GC -1.10 GC -1.05 GC -0.97 (Fig. 6.5.4 to GC 1.00 GC 0.96 GC 0.87 Fig. 6 Zone 5: GC -1.40 GC -1.30 GC -1.15 GC 1.00 GC 0.96 GC 0.87 WIND LOADS (ASCE 7-98) (CONT.) COMPONENTS AND CLADDING PRESSURES (All loads in PSF) Page 3 • Shad Shafie, P.E. 844 N.E. 98th Street Miami Shores, Florida 33138 Description Floor Joists General Information Section Name 2x12 Beam Width 1.500 in Beam Depth 11.250 in Member Type Sawn Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 1.000 Pin -Pin 34.000 pcf Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL L Summary Span= 11.50ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.440 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 484.54 psi Fb 1,100.16 psi Center Span... Deflection ...Location ... Length /Deft 1.28 k -ft 0.00 k -ft Dead Load -0.033 in 5.750 ft 4,163.7 0.00 k -ft 0.00 k -ft 2.90 fv Fv 20.00 #/ft #/ft #/ft 1.3 k -ft 2.9 k -ft at 5.750 ft at 0.000 ft 33.18 psi 90.00 psi LL LL LL Title : Wade Residence Dsgnr: Shad Shafie DescriPtion : Garage Enclosure Scope : Garage Enclosure Center Span 11.50 ft Lu 2.00 ft Left Cantilever ft Lu 0.00 ft Right Cantilever ft Lu 0.00 ft Southern Pine, No.2 2 -4 Thick, 12 Wid Fb Base AIIow 975.0 psi Fv Allow 90.0 psi Fc AIIow 565.0 psi E 1,600.0 ksi Repetitive Member Uniform Loads Reactions... Left DL Right DL 53.30 #/ft #/ft #/ft Date: Maximum Shear * 1.5 Allowable Shear: © Left @ Right Camber: © Left © Center © Right 0.14 k Max 0.14 k Max Deflections 1 Total Load Left Cantilever... Dead Load -0.107 in Deflection 0.000 in 5.750 ft ...Length /Deft 0.0 1,292.15 Right Cantilever... Deflection 0.000 in ...Length /Deft 0.0 Job # Beam Design OK 0.6 k 1.5 k 0.44 k 0.44 k 0.000 in 0.050 in 0.000 in 0.44 k 0.44 k Total Load 0.000 in 0.0 0.000 in 0.0 1 Shad Shafie, P.E. • 844 N.E. 98th Street Miami Shores, Florida 33138 Rov 505001 General Timber Beam Page 2 Description Floor Joists Stress Calcs Bending Analysis Ck 32.853 Rb Cf 1.000 t@ Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing a@D Supports Max. Left Reaction Max. Right Reaction 1 5.666 Sxx Max Moment 1.28 k -ft 0.00 k -ft 0.00 k -ft © Left Support 0.56 k 6.221 in2 90.00 psi Query Values M, V, & D @ Specified Locations © Center Span Location = 0.00 ft Right Cant. Location = 0.00 ft Left Cant. Location = 0.00 ft Sxx Req'd 13.94 in3 0.00 in3 0.00 in3 Right Support 0.56 k 6.221 in2 90.00 psi Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Wade Residence Dsgnr: Shad Shafie Date: Description : Garage Enclosure Scope : Garage Enclosure 31.641 in3 Area 16.875 in2 Allowable fb 1,100.16 psi 1,121.25 psi 1,121.25 psi 0.44 k Bearing Length Req'd 0.524 in 0.44 k Bearing Length Req'd 0.524 in Shear 0.44 k 0.00 k 0.00 k Job # Deflection 0.0000 in 0.0000 in 0.0000 in 46 LUP28 , 18 1 13e, 6) 1 2 8-104 6 PRONG 2x8 ` LU28 �? - 1 1 U26 + 1 HU28 14 1; S% 2) - 6 -164 4- 104x1)5 HUS26 16, 1;; 5 ;, 3 1 - 114 -16d 6 -16d I HUS28 10 1;', 11 7 1 3 t 22 -16d 8 -16d + LUS26 -2 4 18 3 ;:, 4 4/, 1 2 * 4 -16d 4 -16d LUS28 -2 184 3 %,, 7 4 2 , 1 6- 16_4 -16d ! DBL U26 -2 16 3; 5 2 8 -10d1 8 -16d 4 -104_ ' 2x8 HUS28 -2 * 14 3; ; 7i'., 4_ 2 t - + 6-164_4_ 6_16d HU28 -2 Min * 14 3 { 7 2;5 - +10 -164 4 -104 HU28 -2 Max _14 3 ;, 7 4 2 4 - 4 14 -164 6 -10d TPL ,LUS28 -3 ,, 1 181 4 61y j 2 - 6- 164 4 -16d 2x8 I U26 -3 _ _ ' 16 i 4';;, * 47, t + 2 ,_8-1134 4 r 8 ▪ -16d 2 -10d - - ~ LUS28 - 18 1;', 63; 1 %, ,_'_6-104 - 4 -10d LUP28 _ _ 18 1;'„ * 6; ; 7 2 8_ 10d 8 - 16d � 6 PRONG LU28 �20 , 1;', ; 63 1i5 , 8 -10d' 8-16d 6- 104x1;5 LUS210 18 1 , _ 7 y, X 9/ 4 8-1041 - 4 -10d 2x10~LUP _ 118 + 1;' 7';'., X 410-1641 2 10 -1Cd PRONG LU210 20 7;; 115 46- 104x115 ' U210 ± 16 9,, 7 2 90 -1Qd 90 -164 6- 104x1)5 HU210 y 14' 1;'., 7i3 2y, - 8_164 104x114 HUS210 161 1;', ` 9 13 - ',30 -164 10-18d I LUS28 -2 - } 18 * 3 1 7 1 2 6 -964 4 -164 11- LUS210 -2 18 3 ;; 9 ! 2 _ 8 =16d 6-16d DBL' U210 -2 _ _ -x.16 t 3y, 8% i 2 14 -104 14 -16d _ 6 -10d 2x10 HUS210 -2 141 3;; 9;r„ 2 + - 8-16d 8-16d 44 HU210 -2 Min414 t 3rd,. 4 81%-, 4 2;5 11 - 414 -16d 6 -104 1 HU210 -2 Max ,14 t 37, + 59r,, * _ 235 ! - + 18 -16d_ 10 -10d LUS28 -3 _ 418 4;', _ 6; 2 - 6 -16d 4-16d TPL LUS210 -3 18 4;; 8 r 2 T - 1 8 -16d 6 -164 ,2x10- U210 -3 - ,16 4;', - 7% * 2 + 14-104 4 14-16d 6 -106_ HU210 -3_Min 14 4 a;'� 2 ;5 - 414-164_ 6 -104 ' HU210 -3 b'ax414 4,', 6)4, 2 ;) - - 418 -16d 10 -104 2x12` LUS210 18 13., 7';r,, 1- 8 -10d + 4 -10d i I LUP210 , 181 17,, . 7' #a _ 2 1 10 -104 10 -164 4 6 PRONG See footnot on opposite page. 0:.- c.:si=s - FES:2 :�7S Du;.' Ft7 LE7Ci`JSc.^'t'i.'i7 P:r_? A. :e. c .- -_. Lee Cs I.^.51H!:it9 , Jest C3: el 1 Kee - Av' " ,7 I l 110 1 (1 Flom 00) Ses;) (995) 1 Rao? (125) Cr.�2x as! Size C �. , Jo D i s* fi 1 + T 1 ! ' 1-^J H 6 904 9 64 U :I (133) 1 (10O) 104 ' 1U 1 106 1aI 104 164 (;CI) SAl I LUMBER SIZES LUP24 '18 1 '�� 3% 1 1, z ' 4 -104 T 4 -164 2 PRONG 2817 - - 1 445 T 530 510 L- 6"0 5 665T Lox Est I LU24 _ 1 20 1'; 3 ;; ' 135 1 4 -904 4 -164 2- 10dx1i5 2333 245 ; 26 445 i 530 , 510 4 6101 5551 665 I + 2 % T 2x4 LUS_24 118 _ rt t 4_ rt 3% 134 4 -104 + - fi 2 -104 3850 + 465 4 _ 490 640 I - 4 735 4 - . 800 4 _ + 3So U24 16 1 )', 3; 1i 4 -10d 4 -16d i 2 -10dx 1 j, 4117 ! 24 1 290 445 1 530 510 610 ' 555 665 + 67 % - + - - - 4 - t - - - - - - -- + -- - r - - - + - - r - - - + 1 - ' HU26 14 1 3' 2; t 5270 , 240 T 290 ' - 1 535 • - 615 t -- 670 I + 295 % - 4 -164 2- 104x13 r * - - -r -- + LUS24 -2 118 3);, ! 3z, 2 _ - 4 -16d 2 -16d ' DBL U24.2 1- 16' 3y„ T 3 t 2 4 -10d 4 -16d 2 -10d 2x4 HU24 -2 _ 1 4 * 3)% 1 3 ;fe 1 2)5 - 4 -16d 2 -10d LUS26 18' 134 4% 1- 1• 4 -104 - t 4 -104 , 4 LUP26 _ 18 7, 4 4% - 2 6 -10d 6-16d : 4 PRONG ' LU26 20 1;'- • 4% T , 1 i'', 6- 104 6-16dt 4- 104x135 2x6 + - +- + U26 ' 16 13 ' 4% 2 6 -104 6 -16d 11 4- 1Qdx115 HU26 - } 14 + 1 ,, , 3)4, ' 2 ' - 4 -164 2 .104x 115 HUS26 16 9;;, 5„ 3 14 -16d 6 -16d � I LUS26-2 18 3;; 1 4 ,, 11 2 r 4- 16d 4 -16d 2x6 1. F U26.2_ � 1 - + 16 3 5 2 8 -10d 8 -164 14 -10d xL HUS26-2 14' 3;5 53A, +- 2 - 4 -16d 4 -16d 2 - --- r t - - - - � I F _HU26 -2 Min +14 3 - 53;, L2J4 j _ 8 -16d 4 -104 HU26 -2 Max X14+ 3; 53;, 2;5 4 12 -164 6 -10d LUS26 -3 _ 18 4 t, 4;4 , 2 - 4 -16d t 4 -16d 1 TPL U26 -3 _ 16 4< + 4;3 )4 , 2 + 8-1041 8 -164 2 -10d ' 2x6 HU26- 3: ^-'.;n t X 14 4• /, T 5;42 2;5 - T 8 -16d 4 -10d HU26 -3 Max 14 4 ;' - ' 5;, 2;5 ' - 1 12 -164 6 -10d LUS26 T 18 t 1_; 1 4% 1% 14 -1041 - 4.104 4 1 LUP26 1 18+ 1,% I 4% 2 1 6 -104 6 -1_6d 4 PRONG LU26 120, 1;;3 4-y, 1)5 6 -10d 6- 16dI4- 104x1, , UL S28 1 18 1 1 6s' 1% 6 104 4-104 4 4 20 + 1 % 6 34 i 1 )5 8 -104 11 8-16d 6- 104x1% 16+ 1;'+ t 43/4 1 2 6 -104 6 -164 4- 10dx1)Z 5303 t 530 530 765 f 880 r 960 + Lowest 411795 355 445 530 510 ' 610 1 555 665 + 33 So 5270 1 ▪ 300 360 535 615 670 4+ % 5167 930 111151 830 - 955 - 1 - Lowest --+ r + t - + +- 39371 - - t 665 800 765 920 t € 30 1000 + 3 % 3217 i 490 565 ' 665 ' 800 765 920 t 8 30 1000 { + 6 % -t - +- - 4 _ 4950 4 480 575 I 665 8001 765 4 920 4 830 1000 ' + 43 % 5270 ▪ 240 290 - ' 535 , - 615 - 670 !+ 179 % -+ 10300 1 1550 1550 - 2565 ' - ' 2950 + - 3205 + 276 % - r-- - - -� -- 6076 1140 T 1165 1000 - 1 1150 - - i 1250 Lowest 7033 590 710 890_ 1065 1020 1225 ~1110 13301 + 65 % r- - 8033 1080 1235 t 1005 - 1 1155 1 - 1255 1 + 172 % 9474 605 1.1 725 - 1070 11235 1340 233 % 11383 935 4 1085 - 1610 41850 t 2010 + 254 % 6433 1140 11651 - _41000 - 11150 + - 1250 • 7033 295_4 355 890 1065 4 _1020 1225 1110 1330 ° 9474 4 605 _ 725 - 4 _1070 - _ - + 13440 11383 905 1085 - 1610 - 1 1850 - 2010 ' * 5167 930 1115 830 955 - 1 Lowest 3937 L - - 1 665 800 765 920' 830 1000 + 3 % +6% +234o +29% + 39 % 3217 490 565 665 800 765 920 • 830 1000 6067 t 930 1115 1055 - 12104 - 13201 - 6167 t - - 890 1065 1020 1225 1 1110 1330 4017 735 850 890 1065 1020 12254 t 11101300 4950 480 I 575 665 800 765 } 9201 83C 1 1000 + 43 %, 6683 480 575 - 1C000_ 1550 - 13167 12000 2000 805 - - 925 - 1 1005 + 251 % ' 2565 - t2950 1 - 3205 + 276 % _ - 3585_ - 4 43700+ _- + 3775 +409 % 6076 1140 1165 - 4_ 1000 - 1150 , - t 1250 1 _ Lowest 7750 1140 11654 - 1265 _ - 41455 ' - / 1585 -1 + 8 % 7033590 710 890 4- 1065 102 1 1225 , 1110 1330 +65 % 11190 1155 - 1550' - 150 - 1 1730 ~ -_ 1885_4+188% 11383 605 1- 725 - 11340 1- 1540 ± - 1675 ; + 397 % 14566 905 1085 - 1 187 - } 2155 1 - 2345 + 418 %, 7500 1140 116_5_ 1265 14_55 - , 15851_ * 7033 295 355 890 10201225 t 11':0 1330_4_ * 6067 + 930 1115 + 1055 - 1210 I - + 1320 ' _ - 1 Lowest 6167 890 1065 + 102 0 1225 1110 1330 4 + 5 % 4 4017 735 850 890 1065 1020 1225 ' 1110 ' 1300 1 + 13 c 7750 t 930 1115 1275 � - 11470+ - _1595 I - + 15% 6533 - 1110 1330 1275 1530'1393 1660 + 23 5 1-I 6250 735 8 1110 1275 1530 139 + 28 % 4 -- 5583 720 865 + 111 1330 1275 1530 x 1390 166 + 76 % -4 4 + - - 1 4 -- - - -}-- -- 9474 480 575 1 1070 - 1 1235 1340 • + 225 % - 4 +- - - - -�- - --� -- 1 - - 18833 ' 2845 3000 3775 - ! 3920 - 4020 -+ 450 7750 1140 1165' 1265 - 1455 • 11585 Lowest 10906 1710 711745 1765 - 20304 - 2210 4- 34 % 11000 890 1065 1555_1860 1785_2140 1940 2330 + 88 %_ 14550 2160 2590 - 2010 - 2310 - 2510 + 217 % 14566 905 1085 - 1875 - 12155 - 2345 + 441 % 15166 1505 1810 - 2410 _ 2_775 - 301_5 1 + 467 % 7500 1140 1165 - rt 1265 1 + - 1 - 7500 1710 1745 1765 - 1 2030 2290 7 11000 1 820 1 1065 1 + 1860 4 1785 2140 1940 2330 ° 14566 ' 1 ! 0851 - 1_8 1 - * 2155 - ~ 2345 1 15166 150511810 * - t - 241 } + 2775 301 -` • t + _ 1470 - + 4 1595 7750 930 _111154111275-t T r T Lowest 6533 - - j 1110 , 1330 41275 ` 1530 1320 1660 + 7 % Miami Shores Village ez- c Building Departmeni 10050 N.E.2nd AvenUe — Miami Shores, Florida 33138 Telq305) 795.2204 Fax: (305) 756.8972 BUILDING CRI IQUE SHEET Perniit No: • ...Job-Istarne: • Miami Shores Village D-1} Building Department is Permit No. ••Job BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:13O5) 795.2204 Fax: (305) 756.8972 AWL 41r...' 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