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1285 NE 101 St (10)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -220 Building Inspection Request Date — 4 Time ype Insp'n 'ermit No. lame Ci O address ompany For Inspector,?. Approved Correction Re- Insp'n Fee FILE RETURNED TO: INITIAL Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PLEASE PRINT DATE: /t4 Q f OC TIME: /o 7r-- S L� � NAME OF PERSON REQUESTING 6 FILE: PHONE #:, Os Os-g 2 CL 7i'OUR ADDRESS: /47,6 5T/v6 /3 ADDRESS OF FILE REQUESTED: /Z If r,41 10 / s r INFORMATION REQUESTED: / / 44 0-2-7 -w<< 1 I understand that all documents in this file are pro'ty of Miami Shores Village and that NO documents may be removed from this file. You may get 4 complementary copies (8x11) size, additional copies will be furnished at 0.15 cents per page, not including any blue prints. If blue prints are order please be aware that we are not responsible for the quality of the printed documents. Acknowledged by: Village of Miami Shores Building Permit f � 10050 NE 2nd Avenue Miami Shores, 33138 Permit Number: BP2002 -142 Phone: 305-795-2204 Printed: 1/28/2002 Page 1 of 1 Applicant: KATHRYN H. CLIFFORD Owner: CLIFFORD KATHRYN H. Contractor ROBBINS GUNITE CO INC Address: 6701 NE 3 AVE Local Phone: Cellular: Parcel # 1132050220010 Legal Description: 5 53 42 AMD PL OF PORT OF REV PL OF MIAMI SHORES SEC 8 PB 41 -64 ALL 1 Job Address: 1285 NE 101 ST Fees: Description Amount FEE2002 -473 Building Fee $547.50 Total Fees: $569.50 FEE2002 -474 CCF $22.00 Total Receipts: $0.00 V Permit Status: Permit Expiration: Fees: $569.50 � iration: 7/23/2002 Construction Value: $36,500.00 p� Work: REPAIR UNDER HOUSE & BACK PORCH If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection • fee is $50.00, which must be paid in advance before calling for �~� - ` �� - <£•_ f c • This Permit is granted to the contractor or builder named above to construct the ordinances pertaining thereto and with the understanding that the work will be pert and approved by the proper municipal authorities. This Permit may be revoked at . • authorization. A further condition upon which this permit is granted is the understa ordinances and regulations pertaining to the work covered hereby whether shown < by his agents, servants or employees. • Signed: (INSPECTOR) Signed: - (Contractor or In consideration of the issuance to me of this permit, I agree to perform the work with the plans, drawings, statements or specifications submitted to the proper authi J W myself, my agent, servants or employes. ROBBINS GUNITE CO. 6701 N.E. 3RD AVENUE MIAMI, FL 33138 Inv It) I I I I _Li 1$ St' ? ,. lltlll It ( )l (4 /- XA--; ro BANK OF AMERICA 02992 FL ACH R/r 063000047 r 63-4 L I)AII O, 0� 1 OR CI WA- �. ter- T 1:063000047 00 L596630759 L493 if 114'4 --" 4C1 ;.'• r !: :,fin ; i ws r ft:7!7 , \, 1493 )OI IAIlS LU - -. -�. PIP • to Florida Building Code. w ATTENTION: Building Officlal • •. • • • • •• •• • • • • •• • • • • • .• • • ••• • • . .• • • • • •.••. • • • • • • • ••• • • • • ••• . • •• • • • • • • • •• •_._ • • • • •' • • • 1, the undeislgoed�a Professional Engineery Registered Afchltect... , registored in the State of•Flndda. have been rota t r6L- •l. c_ tit,ri do :• • ' dine property (ocate e t: i'L89 k1•�- �- .: in own �' , pr • • < ct c � l ea -W 1 .2 e- to perform all the duties of a Special Inspector, as defined In Section of the S • This office will be rosponsible the Building Official of trLl . -i., t Lktoe 1. for the inspection of the structural elements of the building. Including ell excavations. pilings, foundation, all reinforced concrete and structural steel, and wUt file written weekly reports for thq tame as to the progress, compliance or non - compliance with the plans and the South Florida Building Code. In the event of non- compUance the Building Official shall be notified immediately so that appropriate :action can.'be .. taken. Tho pie lobs and all concrete test reports will be submitted to the BulIding Official within one week after their ..• completion. • . • All mandatory Inspections, as requireri by the South Florida Building Code, MUE be performed by 1%4 we when the special Inspector is hired by the owner. „The City building Inspections must be called for on l_ DA'f li inspections. Inspections performed by the special inspector hired by the owner are J I,ADDITION to the mandatory Inspections.: performed by the Hlr@,M.lsal - yaL04.. tip' ' Upon completion of the structure,1 will submit to ' �- ce tiicatc of - •ranee with the South Florida.' Building Code and approved plans. , 6 l ” - . : ; : • ENGINEER/ARCHITECT SIGNATURE & SEAL: ENGINEER/ARCHITECT (PRINTED): 3'dJ LICENSE NUMBER: 1.4 t l CONTACT PHONE NUMBER: S '� t OWNETVAGENT SIGNATURE:. . • BUILDING•PERMIT NUM : E i •�� / • O WNER/AOENT (PRINTED): . L R C BUILDING DEPARTMENT, ACCEPTED BY; j DATE: 1 1 • ••• • • • • • • • • . • •• ••• • • • • • • • • • • • • • • ••• •• • AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS Village of Miami Shores Building Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Att: Building Official Dear Sir: • • •.• • • • • •• • • • • .. . • f. 72. Seed, • • : ;. :: • : NATIONAL SOCIETY OF • :. :. :.. 'ROFESSIONAL ENGINEERS • • • ••• • • FLORIDA ENGINEERING CONSULTING eNGINEER. SOCIETY PROFESSIONAL BUILIZIRJG3NSP CTIQIN •.• : 12420 S.W. 75th AVE., / MIAMI, FLORIDA 33156 TELEPHONE: (305) 378 -1244 •. Established 1 ,76 • • • • . • • •• •• • • • • • ... •. •• • • • We have been retained by the owners of 1285 N.E. 101 Street, Miami Shores, to provide special inspector services as defined in section 305.3 of the S.F.B.C. The repairs are to be performed by Robbins Gunite Service under contract to the owner. The repairs will consist of the following: 1. Gunite repair to approximately 265 lineal feet of concrete grade beam. 2. Gunite repair to approximately 100 lineal feet of concrete slab soffit. 1. Remove all loose and spalling concrete using chipping hammer. 2. Inspect exposed interior reinforcing steel and replace any steel damaged in excess of 10 %. Should laps be required, at least 48 bar diameters are required as per ACI 318- 95. Steel is to be 60 KSI. Concrete cover to be a minimum of 1.5 inches as per ACI 318- 99.7.7 3. Sandblast existing exposed rebar and coat with Armatec 100 or equivalent. 4. Gunite to original dimension. In progress inspections will be performed and a final inspection letter will be forwarded upon completion. ••. •• 14 January, 2002 AMERICAN SOCIETY OF CIVIL ENGINEERS NATIONAL ACADEMY OF BUILDING INSPECTION ENGINEERS it • • • •• • • • • •• • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... NATIONAL SOCIETY OF • • • • • . • ••• •• CONSULTING EISIGNErf :: : :.• PROFESSIONAL BUMLDI +G INSPECTION 12420 S.W. 75th AVE. / MIAMI, FLORIDA 33156 TELEPHONE: (306) 378; * ?4:1• • : • • •' Established.1 e9$ • • • • • ' • �-r- VG AND UNDERCU THE I REI Alsrucotati TO ivoi 4tAt., VetT1CdL AND DAME*" LOCATION1 GRADS SEAM , 1 CONCliLn • DETERIOIRAM - ---- - - ---� F�'�O.ED I�I1J�. tO I REPA Ab REAM, . SoFF IT SLAG APPLICA9LE TO NYDRODEMOLITICk NYPROMILj.ING, PNEIPI,4TIC, F11'DRALILIC, AND ELECTRJC BAKERS. APPLICABLE TO WORIT.CNTAL. VERTICAL AND OVERKAO LOCATIONS. FLOOR CLAD •• • • • • • ••• •• • PROFESSIONAL ENGINEERS ••• FLORIDA ENGINEERING SOCIETY CONTRACTOR Name PA CAL CI. (FFCRJ Name iKo3Biws 6 Kw1TE CG. - 4Ac License No. L.Ltie (ra't Fax Address 676( A(.G -3AvE /?Q'(/ (/ 4r4 Repair Telephone Fax (30) ? :4 - 4(0 1 Alteration Interior Qualifier Dame SCV •RO'is.a 44/S Demolish PROPERTY OWNER Name PA CAL CI. (FFCRJ Address , es- ti.E- toe 5 I. deli* (54 aRc r Home Telephone(3os) 751 _ ea 4 S Business Telephone Fax ENGINEER 5,#r.• 54a- tA.6 acP I ASsaC Name License No. Address Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other Master Permit No. Subsidiary Permit No. 3 /' goo INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Lot Block Subdivision PB PG Zoning PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax (/4 5,iO4es City A ti17 04cic Pa g L >~ R4- State PERMIT APPLICATION 33/ 38" Zip Job Address: f 2 R ,: N . . / 0/ sr FF Address Apt. Folio Number / /3b5v // ''' )) 00/0 Description of Work 61.1 .0 t re <EP i2 a iti ?E2 F44 5 G Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property Value of Workd'34 ) ..i0 0 . e1 n Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read earefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. Print Name Sworn to and subscribed before me this a () 2 -, • Signa ure of N. _ c - Sta QP �Qri SEAL:r� 4 30" t` ll STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature Contractor ualifier 5 w ' fgo QR inJS - Print Name Sworn to and subscribed before me this PERMIT APPLICATION a o yof 10 iV O1 • O �n5 Signature of ryPublic - State of Florida' SEAL: Personally known OR, Produced Identification Personally own OR, Produced Identification Type of Identification Produced: Type of Identification Produced: ELECTRICAL 'Fypl.- Minimum Fee QTY. T'ypE Dryer QTY. '1•ypl: Outlet, Appliance QTY. .LypE Service Repair QTY. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent - Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violatit,us Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain ()Ty. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TyPL A/C Condensate QTY TYPE Drains, Roof Q ' I ' Y .Lypi; Miscellaneous Fixture QTY. TYPE Soakage Pit QTY Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray . Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST U OWNER - BUILDER FORM (Attach) U FIRE DEPARTMENT APPROVAL (Commercial / multi - family) U CONCURRENCY (New Construction) U OTHER (Specify & Attach) O PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review $ 5 Lf7 5 0 3o 0, $ ,� r) ) (sq.ft. = x/I000 x ¢.60) $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE b -k26% PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2`' AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY r k ) eW L C, Ef to re- occupy the single family residence known as : (address) ( $) N,C /) l SI . Legal Description: Lot: , Miami Shores, Florida. Block PB & PG: I hereby certify that I understand that the zoning of the ro e and that it is unlawful for more than one family to reside therein is I also understand thatdential use any Certificate of Re: Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single-family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on property. Applicant Date_ 1K *)-- c) r Print Narne Q J C� * * * * * * * * * * * * * * * * * * * * * * * ** ******* s=******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: J Telephone: hereby apply for a certificate Buyer - �/ Seller Realtor Company Name - S Ye 4 /7: Application Fee (550) paid: Cash Check No. Inspected by: Approved -d Denied Date M'3 Comments: CER 1 Ir ICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single- family residential purposes. MIAMI SHORES VILLyE, FLORIDA By PAGE 2 OF 2 Date of Certification: / / / `Il THIS CER l ll-ICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE- FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON T. PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERES lkL) PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO Dk 1hRM'LNE THE CONDITION, THEREOF. L t' e t r5.- cs' 0 a p n t J (a • ,c) > • z 2 " ) 2 5 7 '1 0 , ( 0 c q 0 - t/ cq 0, 1. Get information regarding set -back restrictions before staking out. No shed is to be built or materials stored on property without obtaining permit from Building Inspector. No tool house or materials will be permitted outside of the sidewalk. 2. Protect sidewalk, trees and shrubbery. 3. Clearing of Building Site. A.All stumps, roots, plant growth and vines within the building lines shall be completely removed and none may be left in the ground to dry rot or decay. B. Special Inspection. MIAMI SHORES VILLAGE, FLA. AMENDMENTS TO BUILDING CODE Effective March 1, 1939 C. The Building Inspector must be notified for special inspections as follows: When Forms and Steel are in Place for the Pouring of any concrete used in construction of any building. 4. Concrete. A. The minimum amount of cement allowed per cubic yard of concrete will be six sacks. • B. The maximum amount of Hater per sack of cement will be six gallons. C. Forms must be used on all Foundation Trenches. D. Forms on Foundations, Foundation Walls, Tie Beams - must not be removed for twenty -four hours after finishing the pouring of concrete. Shore Jacks and Forms under unsupported beams must remain in place one day for each lineal foot of beam; in no case can they be removed under ten days without permission from Building Inspector. Poured Slabs: Forms and Jacks must remain in place for a period of not less than twenty -one days after pouring concrete. E. Mixing Concrete: The mixing of concrete ingredients on the job must be done by weight or measurement; shovel measure will not be permitted. F. Transit Mix Concrete: If Transit Mix Concrete is usod, the Building Inspector must be furnished with a report from a properly qualified testing laboratory, certified in the presence of a Notary Public, showing the results of tests of the product to be used, Certificate to be furnished at time pouring is started. G. Steel in all foundations must bo suspended in place by wires; the use of rock, brick or other materials to support steel will not be permitted. Steel must be at least 2" from bottom of trench, and laps must be forty tines the diameter of the steel. All steel must bo securely wired in place. All steel must be covered by at least 2" of Concrete. • 5. Continuous Spread Footings: FOUNDATION WALLS A. The bottom of all footings shall be at least six inches below natural grado - Grade to be taken at the lowest point of ground in foundation line. Exterior 1 Story 10 x 24 Concrete 3 - 5/8 Bars 2 " 12 x 30 " 4 - 5/8 Bars with 3/8 Bars at right angles 3 ft. o.c. Interior 1 Story 10 x 18 Concrete 3 - 5/8 Bars 2 Story 12 x 24 " 4 - 5/8 Bars No masonry or wood construction will be permitted on foundat- ion for 36 hours after finishing the pouring of concrete. Steel used in all concrote must be freo from rust and scale. Exterior 1 to 2 stories 12" wido concrete where joist bear 8" wide concrete where joists do not bear Interior 1 to 2 stories 8" wide concrete B. Sidewalks and Driveways: All sidewalks outside of property line shall be of concrete and shall not be less than 4" thick, and shall be of the standard 5 ft. width, using concrete containing not less than 6 sacks of cement per cu. yd. and no more than 6 gal. of water per sack of cement. If topping is used, the slab shall be 3" thick plus 1" of topping, topping to be not less than one part cement and two parts of clean, sharp sand. Driveway ribbons and slabs shall be a minimum of 6" thick, ribbons over 10 ft. in length shall be reinforced with 2 - lsi rods, rods to be set a maximum of 18" apart with 3/8" bars at right angles every 18 ". Slab Driveways and garage floors shall be reinforced by 6x6 mesh wire the entire width and length of slab. 6. All two story masonry buildings shall havo concrete corner columns 8x12x12 with 5 - 5/8 rods with hoops not less than 1/4" IS spaced not more than one foot on centers, with inter - mediate columns not more than 16 ft. apart reinforced with 4 - 5/8 rods and hoops to be spaced not more than one foot on centers. Columns shall be dowelled to the footing and be continuous from footing to top of plate beam or parapet. 7. All buildings shall have continuous concrote wall tie beams placed at second floor and roof lino with a depth of at least 12 ", reinforced with 4 - 5/8 rods, two placed at the top and two at the bottom. 8. Run a continuous concrote girt at least eight inches high by width of wall, reinforced with 2 - 1/2" rods on top of all parapet walls. 9. All gables that have a span of 12 foot or over, or contain more than 25 sq. ft., shall have a tic beam not loss than 8" high by the width of wall, reinforced with 2 - 1/2" rods and anchored to the tie beam with 2 - 1/2" dowels. All gables are to be poured before the placing of any roof sheathing. 10. Clear a space under joist, level off the high places in the grade under the house and provide at least a 1'8" cloar space between the bottom of joist and grade under the houso. 11. Vents in Foundation Wall: Vents must be placed near the corners except on street elevat- ions when registered architect plans otherwise. Vents includ- ing access openings must be installed to provide a minimum of 2 sq. ft. of clear area for each 15 lin. ft. of outside wall. Screen all vents and accesses with #16 copper screen wire. All vents shall have 8x8 concrete lintel over it reinforced with 2 - 1/2" bars. Openings must also be left in interior bearing walls for cross ventilation. 12. Joists and Rafters: All floor and roof framing, except ornamental rafters, must be long leaf yellow pine, or equal. Exterior wall studs in frame buildings must be long leaf yellow pine or equal and shall not be less than 2x6's. 13. Floor Joists: A. No wooden floor joists used on any building shall be less than 2x8 nor spaced more than 16" on centers. 2x8 joists shall not exceed o. 10 ft. span. 2x10 not to exceed a 15' span. 2x12 not to exceed an 18' span on 16" centers. 2x12 it " 4 a 2 0' " is 12" rc -3- Run rows of bridging not to exceed 8 ft. apart - Bridging to be not less than 1x4. B. Frame double joists under all partitions running in the same direction as joists. Frame for hearth 20" out from finished face of fireplace and at least 12" wider than fireplace opening on each side. Frame from chimney and other openings double header trimmers and spiking pieces. Keep all timbcr2" off from face of chimney walls in all cases. Use; metal lath and furring on chimney walls; no wood will be permitted. Heatilators may be used in lieu of fire brick. 14. Rafters shall not be less than 2x6's. C. All Chimneys and fireplaces to be built of brick, using a minimum of 8" red clay brick from bottom up to the flue lining, with an additional 4" fire brick in the fire chamber. A minimum of 8" cement brick may be used around the flue lining; chimneys to be lined with fire clay flue lining the full height. Rafters for tile roofs: 2x6's shall not exceed a 10' clear span 2x8's shall not excced a 16' clear span 2x10's - 16' to 20' clear span - every 3rd rafter to have collar ties and bracing. No braces to be fastened to ceiling joist except over partitions. Cathedral Ceilings - Rafters shall be not less than 4x6, placed not more than 24" o.c. 15. Ceiling oists: A. Ceiling Joists shall be not less than 2x6's. 2x6 shall not exceed a 12' span. 2x8's shall not exceed 18'. B. Furring strip% to be set at least 3/8" off all masonry walls. The wood coming in contact with masonry must be treated with a wood preservative before placing on the wall. Furring strips must have fire stops at floor line. 16. A. Plates shall be anchored to the beam with 1/2'k 12" bolts. For 2x4 plates, bolts to be 2' -8" o.c., for 2x6 plates 4' o.c. Set approved anchors, properly placed in each of the concrete beams to anchor each fourth floor joist, ceiling joist and rafter. B. All partitions coming against masonry walls shall be anchor- ed at cap plate with joist anchor set in tie beam. C. All studs must have fire stops half way between floor line and ceiling joist. Openings 3' or over in all bearing partitions must be trussed. 17. Placing sills, girders and plates - All sills, girders or plates shall have a level uniform bearing on foundation walls where necessary to provide a suitable bearing, a cement grout shall be uniformly placed under the girders, plates or sills. The use of wood wedges, shingles or small blocks of wood will not be acceptable construction. 18. Concrete Slabs and Steps: Where forms for slabs or steps are used, the slabs shall be of the suspended type and all wood form work shall be removed. The space under the slab shall be well ventilated and an open- ing of ample size shall be provided to give access. Where a slab is poured on wood joists in the bath room it shall be not less than 3" thick reinforced with wire mesh, and shall be poured before any fixtures are placed. No openings shall be left under bath tub or other fixtures. 19. Wood sub - floors - The placing of a wood sub -floor for all wood joist construction will be required. The 'sub-floor shall be laid diagonally with diagonal cut and joints overbearing. Cut in 2x4's to support sub -floor between joist at outside walls. 20. Roof Sheathing - All roof sheathing to be of 1x6 tongue and grooved, left free of projecting nail heads, splinters etc. All butt joints to be over rafters. Storm Sheathing - Storm Sheathing must be tongue and grooved 1x6 or 1x8 applied diagonally parallel with wind bracing, laid solid, from top plate to bottom plate, and must be well nailed to both plates and studs. 21. Treated timbers: Plates bearing on masonry and the ends or parts of all floor joists, sills or girders or other wood coming in contact with masonry shall bs treated with an approved wood preservative; the brushing on of the preserver after these timbers are built in place will not be acceptable treatment. 22. Access Opening and Scuttle An opening of ample size shall be provided to give access to the space under the house. Use a cement sill at this opening to prevent surplus water from running under the house. A scuttle or opening of ample size shall be provided in the ceiling of a closet or hall to give access to the attic space. 23. All windowsills shall be poured concrete at least 6" deep by width of wall reinforced wi t -2-1/2" rods. Sills to extend 6" on either side of opening.. 24. When garage is attached to house, the wall between house and garage shall be of fire proof construction of masonry or metal lath and cement plaster; when metal lath and plaster are used the studs must be not less than 2x6's. 25. A. Consult with both Building and Plumbing Inspectors prior to framing bath room floors and thus avoid excessive cutting on account of plumbing pipes. The running of plumbing pipes through or into any concrete beams or lintels will not be permitted without firstconsulting Building and Plumbing Inspectors. B. Plumbing - All cast iron plumbing pipe must be the extra heavy. The use of standard grade pipe will not be permitted. All Septic Tanks must be filled with water for twenty -four hours before an inspection will be made. 26. Consult Building Inspector regarding arch and special beam reinforcing rods. 27. All window and door frames must be properly anchored to masonry. 28. All gas, gasoline or kerosene heaters shall have a vent, the vent to be carried through the roof. 29. No frame stucco buildings will be permitted. Use of frame stucco as a portion of exterior wall as masonry construction, when considered by Building Inspector to be unavoidable, will be permitted. In this case storm sheeting, a 30# felt shall be applied, then stucco is applied. 30. Roofing: Tile Roofs A. Drying in - Cover all roof surface with 30# felt laid according to manufacturer's specifications with 4" lap, tin capping entire surface at 12" centers. Over this lay 90# slate surface roofing, mop solid with 4" laps. B. Drip Strip - Copper drips shall be required on evens and rakes where sheathing does not project 6" from face of wall. Omit on rake where barrel tile is rolled over edge or where shingle tile starting pieces are used. C. Barrel Tile - Pan tile shall be spaced so that covers will lap pan tile at least 2" on each side at each end of tile. Pan tile shall lap length -wise at least 2" and cover tile shall lap 3 ". Special mortar shall be used to insure that all tile are firmly embedded. A one part cement - two parts clean, sharp sand is recommended. D. Flat Shingle Tile. The third course of shingles shall lap the first course of shingles 2 ". E. Inter- locking tile to be laid according to manufacturer's specifications. F. Where concrete roofing tile is used, the Building Inspector must be furnished certificate from approved testing laborat- ory showing tile has passed the following tests: Aggregates The aggregates should be well graded and free from harmful amounts of soluble salts, organic matter and other deleter- ious material which might produce efflorescence. Particular are should be taken in selecting the source of aggregate Shingle type tile shall be subjected to the Modulus of Rupture and Absorption tests, essentially as outlined in A. S. T. M. Standard Method of Testing Brick, Serial Designation C 67 -37. -6- and its weathering qualities fully determined. All material used in concrete tile should pass the 1 /4t screen. The mix used should not be leaner than one part of Portland Cement to three parts of well- graded, durable sand. If it is found that a mix of one part of Portland Cement to throe parts of sand produces a harsh mix, the proportion of sand shall be reduced so that a workable mix can be obtained. Mixing Mixing shall be mechanical and continue for not less than three minutes after all materials and water are in the mixer. Curing After manufacture, the tile shall be placed on racks and permitted to harden before they are stacked. The tile shall be stacked as soon as possible, but in no case shall they be permitted to remain on the racks for a period longer than twenty -four hours. After the tile are stacked, they shall be covered with damp burlap, which shall be kept continuously moist for a period of ninety -six hours. Tho burlap can then be removed and the tile allowed to dry slow- ly under cover, protected from the sun, for a poriod not less than fourteen days (including curing period.) No tile is to be shipped for a period of less than twenty -eight days after manufacture (including curing period.) The tile may be cured for the same periods of time by using a water spray or steam curing in place of tho wet burlap. All curing shall be done under a roof or shed where tile are protected from tho sun and wind. Alternate wetting and drying of the tile during curing period is prohibited. All curing shall be done at a temperature not lower than 60 degrees Fahrenheit. Testing of Tile All roofing tile manufactured in accordance with those specifications, when tested in the following manner, shall meet the following requirements: The average modulus of rupture shall be not less than 300 pounds per square inch, with no individual specimen less than 250 pounds per square inch. The absorption shall average not more than 12 %, with no individual specimen exceec'ing 14%. Mission Type Tile shall be tested for crushing strength and absorption by a method modelled from A .S . T. M. Standard Specification for Concrete Sower Pipe, Serial Designation C. 14-35. The Crushing strength shall average not loss than 350 pounds por lineal foot of tile, with no individual specimen being less than 250 pounds per lineal foot of tile. The absorption shall average not more than 12%, with no individual specimen exceeding 14 %. All tests shall be made by a recognizes' testing laboratory. A 1 i • . • 33. Lathing All corners and angles :oust have metal lath 4" each way. A certificate of the results of tests for roofing tile for all jobs using cement tile shall be furnished to the Build- ing Inspector before the placing of any tile on roof. Cement Portland cement shall be used in the manufacture of concrete roofing tile and shall meet the requirements of the current Standard Specification for Portland Cement adopted by the American Society for Testing Materials. 31. Sol -r Tanks - Permits must be obtained before any installation, all work must be inspected. Before covering up, tank and coils must have pressure turned on 24 hours before inspection. A. Solar tank boxes may be wood or masonry. If wood is used the studs must be not less than 2x4's - Sir',ing or Sheathing must be tongued and grooved - Bottom of Box must be tongued and grooved. Box to be mopped inside and outside with hot asphalt and covered with 30# felt on the inside, outside with a 90 lb. slate surface roofing; over paper use 1x2 furring strips and metal lath before plastering with cement plaster. B. Tank to have drain line in bottom, run to outside of build- ing with sill cock or valve, for flushing purposes. C. Coils must have drain line at lowest point of coil for flush- ing or draining of coil. 32. All outside stucco work shall be applied in minimum of two operations, first a scratch coat and then a finish coat. At least one day must elapse between the coats. The finish coat must contain integral wrterproofing material, used according to manufacturer's directions. All walls to be thoroughly wet down before any plastering is done. Application is hereby made for the approval of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in com- pliance and conformation with the Building Ordinance of the 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 Department of Miami Shores Village, shall be complied with, whether specified or not. OWNER ARCHITECTJ/ LOT BLK. /05' SUBDIVISION ,q4,2_, _ STR1 hT #0 ifaii%4 NEW ADDITION REPAIRS NUMBER OF STORIES L ROOF /A_ TOTAL COST Building to be used for I hereby submit all the plans and spec' 'cations for said building. STATE OF FLORIDA) COUNTY OF DADE ) Before me, the undersigned authority, a 9ptary public, duly authorized to administer oaths d ,take nowledgment, personally appeared 1, , ,` 1 k _ to me well known, and who, being�by me fir duly sworn, upon oath deposes and says that he is the builder of the above described construction, that he has read the foregoing application, and that he did sign the same, and that facts stated by him aP9true. Re d, worn a Subscribed before me, ,fit ''�i Notary Public (Signed) BUILDING PERMIT RECORD MIAMI SHORES VILLAGE FLORIDA APPLICATION CONTRACTOR Signed • �'a`.e of Florida at Large My Commission expires 4,,:, . ,,.a��;; Expires Jan. 14, 1941 Cubic Feet r PUNNING BOARD 1 nspe�tor to DATE ,„ - P f and no other use. 7, a ,0 7 c ‘r5i Plumbing Permit No. Painting Plastering Lathing Electrical Mason & Concro e Plumbing Roofing - Miocellaneous ma" STIBLCONTRPCTOR$ Glazing Tile 66. 16 •