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Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 124393 Permit Number: RF -7 -09 -1161 Scheduled Inspection Date: September 17, 2009 Inspector: Bruhn, Norman Owner: SCASSERRA, MARTIN & MELISSA Job Address: 442 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number Parcel Number 1132060170740 Phone: 305 - 751 -0382 Building Department Comments REPAIR LEAK AT REAR FLAT ROOF SOUTH SIDE. REPAIR LEAK AT TIE AT TIE -IN OF FLAT TO TILE ROOF. REPAIR AT FRONT OVEHANG. Passed G! 7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 119262. Knock on door dc- Co,n+nrrIkar 4R Irma For Inspections please call: (305)762 -4949 D,no 101 rtf Im Inspection Worlr:s•heet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 119263 Permit Number: RF -7-09 -1161 Scheduled Inspection Date: August 25, 2009 Inspector: Bruhn, Norman Owner: SCASSERRA, MARTIN & MELISSA Job Address: 442 NE 103 Street Miami Shores, FL 33138- Project <NONE> Permit Type: Roof Inspection Type: Roof Repair Work Classification: Repair Roof Phone Number Parcel Number 1132060170740 Contractor QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments REPAIR LEAK AT REAR FLAT ROOF SOUTH SIDE. REPAIR LEAK AT TIE AT TIE -IN OF FLAT TO TILE ROOF. REPAIR AT FRONT OVEHANG. Passed Failed 94,,c_ci � Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ® 4S Zwele4t- August 24, 2009 For Inspections please call: (305)762 -4949 Page 10 of 35 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Parcel Number Expiration: 01/12/2010 Applicant 442 103 Street Miami Shores, FL 33138- 1132060170740 Block: Lot: MARTIN & MELISSA SCASSERR Owner Information Address Phone Cell MARTIN & MELISSA SCASSERRA 442 103 Street MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone QUALITY ROOFING CONTRACTORS 11 305 -751 -0382 Valuation: Total Sq Feet: $ 2,500.00 100 Type of Work: Repair Additional Info: FLAT ROOF REPAIR Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Repairs Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $1.80 $0.60 $100.00 $6.00 $50.00 ($50.00) $2.50 $110.90 Invoice RF -7 -09 -35359 RF 7 -09 -35359 Check #: 25653 Total Amt Paid Amt Due $ 110.90 $ 50.00 $110.90 $110.90 $ 0.00 For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Roof Repair Final Roof Roof Review In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. July 21, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date July 21, 2009 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/08/2007 Inspector. Grande, Claudio Owner: SCASSERRA, MARTIN Job Address: 442 103 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Final Work Classification: Roof - Repair Phone Number Parcel Number 1132060170740 Lot: Phone: 305 -751 -0382 Building Department Comments Wednesday, February 7, 2007 Page 1 of 1 FEB 0 9 2001 6 Inspector Comments Passed Ai Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, February 7, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -37927 Permit Number: RF -1-07 -119 Inspection Date: 01/26/2007 Inspector: Rodriguez, Jorge Owner: SCASSERRA, MARTIN Job Address: 442 103 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: QUALITY ROOFING CONTRACTORS INC Permit Type: Roof Inspection Type: Roof Repair Work Classification: Roof - Repair Phone Number Parcel Number 1132060170740 Lot: Phone: 305 -751 -0382 Building Department Comments Thursday, January 25, 2007 Page 1 of 2 Passed Inspector Comments �/ �j,'I( S,1e',4 1/ ,4L/2 r ©/ ,t)4,/ 00410-f-t, 2 e f J ix 4p dl Z 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 25, 2007 Page 1 of 2 Issue Date: 1/24/2007 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 07/23/2007 Owner's Name: MARTIN SCASSERRA Permit Type: Roof Work Classification: Roof - Repair Job Address: 442 103 Street NE Miami Shores Village, FL Contractor(s) Phone Primary Contractor QUALITY ROOFING CONTRACTOR; 305 -751 -0382 Yes Additional Information Type of Work: Repairs Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.20 Education Surcharge $0.40 Permit Fee - Repairs $100.00 Scanning Fee $6.00 Technology Fee $2.50 Total: $110.10 Permit Status: APPROVED Permit Number: RF -1-07 -119 Phone: Parcel #: 1132060170740 Block: Lot Section: PB: Total Square Feet 1 Total Valuation: $ 1,500.00 Required Inspections Roof in Progress Final Roof Building Department File Copy Applicant Signature Invoice Number RF -1-07 -27283 Total: Oa- .22.1q& Amt Due $110.10 Amt Paid JAN 2 5 PAID NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be feed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may ca e water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original r• •fi ,. system is removed. Ponding conditions should be corrected. ;6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with tj Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the fructural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. //74) / Date y�Z 1V (3'A1s 33!38 1 -1 ICI Property Address Permit Number Rev ::1 120 /2005,Computer Services, Building Department Contractor's Signature /57 COPY http: / /www.miamidade.gov/ building /roofingsermiting/permitapp se... High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< font> Master Permit No. I Contractor's Name: Section A (General Information) Process No. Job Address: 'Quality Roofing Contractors, Inc. 1442 N.E. 103 Street • Low Slope O Asphaltic Shingles • Prescriptive BUR -RAS 150 D New Roof Are there Gas Vent Stacks I Low slope roof area (ft.2) N/A Roof Category 0 Mechanically Fastened Tile Metal Panel/Shingles Other repairs Roof Type El Mortar/ Tile LI Wood Shingles/Shak CITY Ho/ Re- Roofing D Recovering MI Repair LI Maintenance ed on the roof? D Yes IN No If yes, what type? ❑ Natural El LPGX Roof System Information Steep Sloped area (ft.2)1N /A Total (ft.2) IN /A Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): �— 1 of 2 AHH PAX C- 1'-- Soo s-c, 1/22/2007 10:41 AM LENNY RWZ. Engineering AIR CONDITIONING CO. SALES/SERVICE/INSTALLATION 7400 n.e 4th court miamm: Florida 33138 • miami 305/754 -3433 ci hroward 305/525 -6542 K'''1Z MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby trade for the approval of the detailed statement us we plans and specifications herewith submitted for the build • in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami shores village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village .shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. te Owner's Name and Address. • - •.- 24.0 O••••••••••••••• N Name and address of licensed contractor O • — Registered Architect and/or Engineer Location and Issal description of lot to be built on: Lot 141- Block visi Street and Number where work is to be done T. .711 nef.“11WITTlent.t.tttlUttlenTelft , i '.-- A lir State work to be done and purpose of building (by floors). 0.0.041PO 77-3-X11-77,79-0.1 ..........*••••••■■•••••••• • &OW •••••••••• ............ . i --....and for no other purpose. New Building RemodCling ........ Addition Repairs: I! No. of Stories. / _ To be constructed of Kind of foundati — Roof Covering. Estimated Total cost of improvements $. / i e ..=.-m---- .Amount of Permit $...- t _ ....... Zone cubage required -- .Plan Cubage Distance .to next nearest building _—Size of Building Lot. .— Maximum live load to be borne by each floor I hereb s be sent to.. mit all th pla a cif' ations for said buildioc.11 notices with refer to the ildin its nstructiore may The undersigned a plicant for this budding permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provision!: thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subeontr on work to be erform edPunder this permit, as are licensed by Miami Shores Village. Remarks__ STATE OF FLORIDA, COUNTY OF DADE. ss. (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared -- to me well known, and who, being by me first duly sworn, upon oath .deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. Permit No `tc6. ) 1 1.... Date .---- — Read, Sworn to and Subscribed before me. Disapproved - ..16-- ' , Ir-,_._.. . Date. I (Signed) ..—....--;--... Chairman Member Member Council Approved Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD..._........... • — DATE Member - Member ..... Member ..Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re.inspet.tion fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. ADDITIONAL TABLE TO B USED AS AN EXTENSION OF THE TABLES SET UP IN SECTIONS 2207 and 2200 as SHOWN ON PAGES 310 and 311 Of the. BUILDING CODE. SPACING SIZE JOIST (inches 2 x 6 12 16 3 x 6 12 16 24 4 x 6 16 24 2x8 12 16 3 x 8 4 x 8 2 x 10 3 x 10 12 16 24 16 24 12 16 MAXIMUM ALLOWABLE SPAN AT 3.00 PASoIe 5 'LL 4 ? 3Q 10# IL 10 -0 11 -0 13.0' 16. 9-0 1O.0 11-0j 15-0 12 -0 13 -0 14 -0 10 -0I 11 -0 12 -0' 9 -0 10 -0 11.0h 12-0 13.0 14 -0 11 -0 12.0 13.0' 14 -0 15 -0 17 -0 12 -0 13•-0 15-0 16-0 17-0 19 -0ij 14 -0 15 -0 17 -0 12 -0 13-0 15 -0' 17.0; 15 -0 16-0 150! 16 17 -0 24 2 x 12 12 15 -0 21 -0' 16 19 -0 18.0 19,0' 16 -0 17.0 19.0 17-0 19••01,; 251 22.0h 21.• 20.0 26.0 19 -0 21 -0. 17.x0- 19 -0 23.0 6.4 20.0 23-0 LL - Second floor joists with plaster under or raf'tera and tile roof. LL First Floor joist's not plastered under or flalt ro'lofs with p aster under. 30 LL - Ceiling joists with attic space or flat roofs without plaster under. 10 LL'- Ceiling joists without usable attic space MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT /1372 a.. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Buil g Ordinance of Miami Shores Village, Florida, and all provisions df the Laws of the State of Florida, all ordinances of Miami Shores illage and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date_• -___ -_ Owner's Name and Address._.. __ .Mrs, _._4,1„leen._ TD P, `j q,_ No Registered Architect and /or Engineer Smith -J ainer & As sociates Name and address of licensed contractor___alit anfir_ IAdt Stries, Inc, d Location and legal description of lot to be built on: Lot Block_ Subdivision Street and Number where work is to be done 414.2_11... __E._ 103rd_. StrAat-_ State work to be done and purpose of building (by Firs t Floor. - VI,P, Mimi Ventilated Awning New Building____ Remodeling To be constructed of Kind of foundation___ Estimated Total cost of improvements _ Zone cubage required __-------- _-- _— _- _- �____ -_ __ Distance to next nearest building_ t Maximum live load to be borne by each flcior I hereby submit all the plans and specifications for be sent to ______ arid for no other purpose. Addition Repairs No. 4 Stories Roof Covering Amount of Permit $_._.�Q _Plan Cubage _Size of Building Lot 8.0 t__.QQ said building. All notices with reference to the building and its construction may The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup lement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -con actors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to . - performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _____ ____ me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No._________ 3i { Date___..__ _7_711_ Read, Sworn to and Subscribed before mt. Disapproved — _— — Date� T__ Signed) • _•!._ Building ° - � � Notary Public, State of Florida—t-- lorida fi — h or My Commission Expires___ PLANNING BOARD___,_ - DATE Chairman __:.___---------- _-- •--- - - -__. _ __------- _..__— Member Member ___________ Member -------- - - - - -- - Member____._____— ____.. Member _______ __________ ____-- _______ __ _______________________________ Council - Approved_ ______________— ___-_- __— _______ _-_-________Date Disapproved ------- --___. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. for inspection or faulty ADDRESS: *e ,d . /© 5 PLOT PLAN LEGAL 600/37 ' FT. LOT • F. BLOCK SUBDIVISION III AWNING SHUTTERS XI REDWOOD ALUMINUM ,e STYLE )0 t ff7 P is 4 MAINLINER IMPERIAL W. PRESIDENT METROWING METROLINE PATIO x <' STORM PANEL~S 24 GA, STEEL ___. ■ ALUMINUM ALUMINUM STREET TYPE UNITS WIDTH SLAT PROJ. X BEAM Y BEAM ARMS 12PIPE PILAS. fs 7 -) f , - L f — 4 • DRAW OUTLINE OF HOUSE IN BLOCK AND INDICATE DISTANCE TO EACH LOT LINE. 2. INDICATE ELECTRIC SERVICE FROM POLE 'TO HOUSE, 3. ON PATID INSTALLATIONS SHOW LOCATION OF SEPTIC TANK AND DISTANCE FROM HOUSE. NAME: / f' ADDRESS: d.�, a%, 2c; 5r P_O PLOT PLAN LEGAL I' i m 1/544: STREET TYPE UNITS 'WIDTH SLAT PROD. LOT BLOCK" SUBDIVISION AWNING SHUTTERS REDWOOD ALUMINUM STYLE MAINLINER IMPERIAL PRESIDENT METROWING METROLINE PATIO ,=====02E =P 24 GA, STEEL ALUMINUM ALUMINUM X BEAM' Y BEAM ARMS 1I1PIPE PILAS, 1. DRAW OUTLINE OF HOUSE IN BLOCK AND INDICATE DISTANCE TO EACH LOT LINE, 2. INDICATE ELECTRIC SERVICE FROM POLE TO HOUSE, 3. ON PATIO INSTALLATIONS SHOW LOCATION OF SEPTIC TANK AND DISTANCE FROM HOUSE. WINO ' FOLDED HEADER 1 • c{ I i A ,r ! STORM !. r ' LOPE ON' . � TYPE -T2 10/1 1/ 000 STORM'. LOCK I' / T.. ¢ ;L TYPES:: IMPERIAL PRESIDENT MAINLINER AWNING CLOSED I� .8 ,SCREWS 1RI HEADER HINGE •-•11"- 3/S fi SPACE�N REDWOOD SLAT T17. CAMEL SACK AWNING OPEN 8 -32 BOLTS .090 BRACKET 178"WIDI UNMORAL) WINDOW MULLION .055 MIN. 2- ANCHORS SEE SCHEDULE 7/8"OA.TUBE .048 WALL. � V4p "BOLT .049 WALLS AMEL BApCK,.080N OLDED PL. 4'DIA. PIN •:k OPTIONAL... CAMEL B*K 2— 10 -32 BOLT 10 HEADER ANCHORS AND HINGES SHALL BE LOCATED AS SHOWN, SEE ANCHOR SCHEDULE 27.5"MAX 98X3/4 "SCREW .084 "STIFFENgR 2- 121" T0168 3 -169" TO 240' SUPPORT ARM 1 -121 TO 168' 2- I68'TO 240' E DETAIL'Z' SEE HEADER a� •- ANCHOR NOTE,: SECTION 'A -A' L I V2'X I I/2)(1/8"ALUM. 2,*BX I V4" SCREWS EA. HINGE 25X3" STL. HINGE 2 -3/18" STL. RIVET HEADER HINGE DETAIL 3/8 01A. t- BOLT * 2 AWNINGS ONA COMMON ARM V8'XI/2'LO BRAE STRAP WITH I/4 BOLT TO 11/2"L & 1 -8§ SCREW TO 3/4 X1 V4 RED. TYPE I - NONE TYPEII - ONE TYPE >II- TWO 5 "LG FOLDED PLATE .040 WITH * 8 SCREWS TYPE I 45 "MAX. TYPEZ 84 "MAX. TYPE EL 120 "MAX. PLAN OF AWNING LA 2,7/8 "GALV. NAILS I7GU 2 E EEJL SLAT REDWOOD SLAT I'010.8ZIVE "W� *8 SCREWS ON 7"C.C. SCREW 1/4 " _2_-..40:11/4. X3/4"X.050" 1V4 .3/ AT EA..HINGE p4 DW006 IV4'X3/4 "REDWOOR� J 3/4" SQ. REDWOOD 11/2"X 2 "STL. H(N8E ° 10 -24 BOLTS WITH4 *8X1 ! SCREWS yl W. WINO FOLDED . ii ill C, -TYPE m ONLY '.;I I,- , I- ANCHOR ! SEE SCHEDULE STORM LOCK L 31/1t'X I " XI/8"X3/4 LG. WIT$ 2 *8X1 SCREWS C 3/4"X5/8'X.. • . SECTION'B-B' L31/2 "XI "XI /8 "X3/4'LG 2 ANCHORS -SEE SCHEDULE QETAIL 'Z' I (/4''X3/4' REDWOOD *8x 1 ". SCREWS ON 8 C.C. EA SIDE *AWNINGS WITH LENGTHS GREATER THAN 120' SHALL HAVE NOSE AN- CHOR, L- I "X I "X 1/8 "X IO" LG. (2-i4" BOLTS). SEE DETAIL "2 AWNINGS ON A COMMON ARM? .064' SECTION HAT PURLIN 'X: SECTION HAT PURLIN.'Y' N1WYD tlrp• T -72 Tt" g7" I 57 ' E 72 E. 57 E 72 Z-57 -24.: 29 24 PURLIN LOCATIONS SHOWN MAY VARY I"' ALL AWNING DIMENSIOLV SHOWN ARE MAX. LESSER DIMENSIONS �pMAY MBE USED. MAINLINER REDWOO IND. WNIN S WERE DESIGNED AND AND TESTED IN MMACCCCORDpALNCE .WITH LTHE NCR RUiNppRiFAB IClT COUNTY l r ppFppNRNO , ANppPO�EB AND CANOPY FLAT RS, DG. COTDg,OC YO, 186 ALUMINUM ALLOY OF AWNING COMPONENTS HEADER & NOSE ANGLE 8063T5 HATPURLIN'X' 3003H14 HATPURLIN'Y' 6063T6* WALL ANGLES 6063 T5 STORM LOCKS 6063 T5 BRACE STRAP 6063T5 STIFFENER ML BACK 19 PIN 3003HI8 THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS CABANARAMA INDUSTRIES CERTIFIES THAT THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS 10 THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS INSTALLATION. THIS AWNING MUST LIE CLOSED. AND SECURED 10 THE WALL DURING A HURRICANE WARNING OR ALERT. ANCHOR SCHEDULE CONCRETE HOLLOW CONC. BLK. WOOD. JORDAN.94103 ACKF,RMAN,JOHNS,ON NO.10- I V2°L0. WITH 1/4-11 I/2' 1/4 -20 LONG WOOD §C RE/ LAG SCREW OR 4WING TOGGLE 'OR V4.XI1A2 SUPER GRIP V4- SCREW ANCHOR LAG SCREW 20X V2 "- IS. 8S.S. BOLT ASSEMBLIEr 3/16 "XI 1/4"DIAMOND DRIVE NAIL • .94.i I FURLIN CHA:•�B OM I ■ . I s•um to CABANARAMA INDUSTRIES, INC. a d-b• MIAMI VENTILATED AWNING SMITH - JOINER & ASSOCIATES 2500 'WEST Ft-SOLES. • MIAMI. FLORIDA C ONSULTIN'G E N G I N E IS RI B m,R3 -01 Imm. F.WIomen S. I cum C.S. MA NO. MWITRAQTOR MULL maw ALL DMV WIIR AT OTT WORK FROG IMO WITH WORM 6111W OF IMPERIAL PRESIDENT MAINLINER REDWOOD AWNINGS WING FOLDED HEADER • it STORM ;. LORCK ON TYPE-72 I ",Td ; I 0 • • • • 7 STORM 1: 0 bFL; ili LOCK 1 ��P TYPES... ...,._R, , HEADER HINGE yyyy NG -1.- 3/8 SPACE �N REDWOOD SLAT IMPERIAL PRES DENT MAINLINER AWNING CLOSED TYR CAMEL BAOK AWNING OPEN 8 -32 BOLTS .090 BRACKET 11/8 "WIDE (OPTIONAL, WINDOW MULLION .088" MIN. 2- ANCHORS SEE SCHEDULE 7/8"ODATUBE .049 WALL. I/4" BOLT 3M"O.p. TUBE .049 WALL O�.DE BACK, DP .080' 4 DIA. PIN t10 8"LGfOLDED PLATE - • HEADER ANCHORS AND HINGES SHALL BE LOCATED AS SHOWN, SEE ANCHOR SCHEDULE 8" ..t_27A"MAXII OPTIONAL` CAMEL BOK 2•- 10 -32 sours) L 4. 1 -111;, Ab SU1.I21 70P -FVT ARM 168' 2.169 TO 240" 11191111:14.../www SCREWS H IF 8 E DETAIL'Z' SEE HEADER ' •- ANCHOR NOTE,:' SECTION 'A —A' LI V2 "X I I/2 X I/8 "ALUM. 2,*B X 1 1/4" SCREWS EA. HINGE 28X3" STL. HINGE 2 -3/16" STL. RIVET HEADER HINGE DETAIL E TYPE I TYPE I[ TYPE E 45" MAX. 84 "MAX. 120 "MAX. L.A 418X3/4" SCREW .084 "STIFFENgR 2-12I-J0168 240" 3 -168 TO 240 3/8 DIA. BOLT * 2 AWNINGS ONA COMMON ARM wee* I/2 "LG BRACE STRAP WITH 1/4 BOLT TO 11/2 "L a 1 -•p SCRFaW TO 3/4 XI V4 RED. . . TYPE I - NONE. TYPE It - ONE TYPE E- TWO PLAN OF AWNING 2,7/8 "GALV. NAILS I7GUA$ LLA. SLAT • REDWOOD SLAT hND.exivewt. • 8 SCREWS ON 7 "C.C. SCREW 11//4" 2- m- Iv4" X3/4"x.050" X2 '/2 "LG. AT EA.. HINGE' II/4 "X3/4" REDWOO6 3/4" SQ. REDWOOD I I/2 "X H2 "STL. HINGE 10 -24 BOLTS. WITL141Y8 XI WING F01. -TYPE EL ONLY C 3/4 "X8/8"X.OBd' SECTION 'B -B' L 31/2 "X I "X I /8"X3/4 "LG ••172.ANCHORS -SEE SCHEDULE QETAIL 'Z' I I/4 "X3/4" REDWOOD •8X1 ". S&REWSONN 8 C.0 EA SIDE B I� STORM LOCK L 31/,2"X I" X1/8"X3/4" LG. WITIi 2 #8X1 SCREWS 1 I I- ANCHOR SEE SCHEDULE 77 If- 1 I 57 X� 4 24" 24" 24" 28" I. 28° E 72 U-57 E 72 E-57 7L- S 7- z PURUN LOCATIONS SHOWN MAY VARY 1"'L ALL AWNING DIMEHSIOIS SHOWN ARE MAX. LESSER DIMENSIONS MAY BE USED. THE. CABANARAMA IND. IMPERIAL PRESIDENT AND MAILINER REDWOOD AWNINGS WERE DESIGNED ZAND�NTES�jTEDp IN (�AC�CjORDOA(�NCCEy. WITH THE R DUCppaRIPA FA VTATkgCIIgIOfDY INING_S,ZANG RPO( BASED DON SO. FLA.rBLDs. C.00.10. 1880 ALUMINUM ALLOY OF AWNING COMPONENTS HEADER a NOSE ANGLE 6063T5 HATPURLIN'X' 3003 H 14 HATPURLIN'Y' 6063 T WALL ANGLES 6063 TS STORM LOCKS 6063 T8 BRACE STRAP 6083T6 STIFFENER L 30031114 I6 PIN 3003HI8 THE FOLLOWING LABEL SMALL BE ATTACHED TO ALL AWNINGS:.. E TMNT L �LTIN TTD T TREATMENT AL METAL PRODUCT NS TO THE SPECIFICATIONS CONTAINED PERMIT COVERING THIS INN L PLANS TALLATION. THIS MUST IIS CLOSED. AND SECURED 10 THE WALL DURING A HURRICANE WARNING OR ALERT. ANCHOR SCHEDULE CONCRETE HOLLOW CONC. BLK. WOOD • *AWNINGS WITH LENGTHS GREATER THAN 120" SHALL HAVE NOSE AN- CHOR, L -1"X I "X 1,8"X10" LG. (2-1'4" BOLTS). SEE DETAIL "2 AWNINGS ON A COMMON ARM." .064" SECTION HAT PURLIN 'X' SECTION HAT PURLIN 'Y1* IMAM SIBS JORDANjWIO3" ACKERMAN,JOHNSON NO.1O -I V2"LG. WITH I /4'X11/2 I/4 -20 LONG' WOOD 4CREA LAG SCREW OR 4WING TOGGLE -OR 1/4 XI I/2 SUPER GRIP V4"- SCREW ANCHOR LAG SCREW 20X 1 1/2"- 18.8 S.S. BOLT ASSEMBLES CA 3_ /I6 "XII/4 " DIAMOND DRIVE NAIL 1 I PURLIN CNS'•.E Mt" 111.. 1 NOM T. . CABANARAMA INDUSTRIES, INC. d-b•a MIAMI VENTILATED AWNING SMITH - JOINER & ASSOCIATES 2000 WEST FLAGLER • MIAMI. FLORIDA CONSUL T I N `G CMG! N E E •R • .a.a -a ("M..F.!(sns. S. (aaa.0.s. OM/IRAC1o11 MALL VIWT MA 8111w AT MS ■LORI OIO Wm NOM POJI«a I OF. IMPERIAL PRESIDENT MAINLINER REDWOOD AWNINGS MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT C. ®O APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur we plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami shear•$ V:kla . P'lnrida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the duilding. Division of Miami Shores` Village` shall be complied with, whether herein specified or not A copy of approved plans and specifications must be kept at building during progress of the work. . �,tea/ e+:. e c- 1 %_._.....�... , its „� s. Owner's Name and Address ......C6.1... le' .......„ .42. 6..-tt. -.... No..../4 Street. ....i2..- ....? ' Registered Architect and /or Engincet ..... ............. ............ ......... ............ ..... „ ..... .. Q' •„•• „•*t.wr •m n»nerwn* n+mne>+r*en ...N. ^��'�%1 `amo and address of licensed contractor. S.4R..G �: � 61. ' �_' 7G` 6 ;e e. 33/61. Location and legal description of lot to be built on: !% '`�O�g� ®� �� . ®74f ' p Lot.. 7-e Block... ST._ „ Subdivision ..1€ D .1.„� � d „.„..._..„.„„ Street and Number where work is to be done 4 4 N -6- /19.3 f %,.,;,),..,0„.._ ,9 ` ..T • State work to be done and purpose of building (by floors). »_ .1 „.0 A) Gr Ins I .DV J' % t) �'x) - C ..... al.) ,!cs - Q. = ? � ..e -J .. ......••••••••••••••W „.„..„ „.. •• • ••••••• -». ».•.- ».•.•• ».....» .„. „..». ........sad for no other purpose. New Building Remodeling...„ Addition Repairs....... No. of Stories........ .............._ To be constructed of Kind of foundation „.„„......... ». ........._ Roof Covering.......... „... .,,..” Estimated Total cost of improvements S j' ” » »... » „„ ..Amount of Permit $.. »„ ®�„.„...... 0••••10 •••••• NO. •••••• Zone cubage required .....» » »..„_. „„„„.„„„....Plan Cubage ••■•••». »...„......._._...,.. Distance .to next nearest building .t».»._. »...._..».Size of Building Lot .»....... ». ..........,......_............ • _. - Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building: permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws o lorida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from ll contractors j b- contractors employed by him in the work to be performed under this permit; and will post or cans (; of the work such public notice or notices as are required by the Act. The undersigned agr, J' . tractors wor performed ender this permit, as are licensed by Miami Shores Village. Remarks .MIN STATE OF FLORIDA, COUNTY OF DADE. f ss• &8' 9i r Before me, the undersigned authority, a notary public, duly autho • minister oaths and take acknowledgments, personally ap- peared _....5 aifm4�e�tj �1'tfa t ..... »._.........»..._...■•••■■•._.. .»....M.r.. _- „..to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. „, of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that-all facts therein by him stated are true. Permit No.....,l�F .... Disapproved .. _ -_ Y.. - - - -- - - -- Notary Public, State of Florida (Signed) • - -. Building Inspector My Commission Expires' OTARY PUBLK STATE OF rtORlig nrrn m ON"E, PLANNING BOARD ............. ......... DATEBONL�ED THRU GENERAL INSURANCE UN Date Read, to and Subscribed before me. Chainnan ». _.. „...._.... ....... ,Mcrnber . ............ ...... »„......._ »» „ .......... »» Member .. ».. Council Approved .„ Date Member Member Member • Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re•in•pection fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials and/or workmanship. • • • ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. JUL IM(157-11VIR 1.2009 ID Section A (General Information) PERMIT #: Miami Shores Village Master Permit No. Process No. APPROVED BY Contractor's Name • u -1 i • • ' n • on _ r . or In . Job Address 442 N.E. 103 Street ZONING DEPT ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE BLDG DEPT 11 DATE ❑ ��TA��1Td�i�'�1[fl1�E WITH ALL FEDERAL ❑ W a gi RO LES AND REGULATIONS ❑ New Roof ❑ Reroofing ❑ Recovering KIKRepalr ❑ Maintenance Low Slope Roof Area (SF) N/A ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) N/A Total(SF) 100sgft. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. • • •lN•••• •• • • •• ••• • • •• •• • • • • • • • :: • • • • • 15.32 FLORIDA BUILDING CODE — BUILDING • S....: • •.•..� • • • ••.•.• • •.•.• • ••.•• • • S•••.. • 555.5, • • • •S••S. SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. _,,g6_, 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) 1. Aesthetics- workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. IT____ 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The 47 owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. • ":&.,Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not • *overloaded from a buildup of water. Perimeter /edge walls or other roof extensions may block •••.this crischatge if overflow scuppers (wall outlets) are not provided. It may be necessary to install • overlow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florid9•BnAding Code, Plumbing. • ••• �.. •••• •..7. Venfflallon: Most roof structures should have some ability to vent natural airflow through the •••• ' interipf ofi the structural assembly (the building itself). The existing amount of attic ventilation • shaJl.rpL be reduced. It may be beneficial to consider additional venting which can result in exte lig9 the service life of the roof. • . • •• • ' ✓/t 2,i Owner s /Agent's Signature Jk--k Da a Da Contractor's Signature ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • •ra. • • • • • . • foie • •• • •• • • ••• , • • • Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Existing Tile Roof Monierlifetile, LLC Notice of Acceptance Number: 09- 0422.10 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): -- -- - P1: P2: - P3: - Maximum Design Pressure (From the Product Approval Specific System): Roof Slope: 3 : 12 Steep Sloped Roof System Description Deck Type: wood Type Underlayment: 301b . ASTM Insulation:I N/A Fire Barrier: N/A I Ridge Ventilation? N/A .... • • • • • • • •• •,Mean Rod I jeisht: . . • •••• • •••• • • • . •• .. •• . • 5 .1115. • • .5.... • •••• • • • •••. • •••• • • • •••• • ▪ •. • • • ...... ••• • • • •• • •••. ••• . • 000000 •••• 12' Fastener Type & Spacing: 1 1 /4" R/S nails Adhesive Type: asphalt Type Cap Sheet: 9 01b . ASTM Roof Covering: Spanish S Tile Type & Size Drip Edge: 3 X 3 galv. 15.34 FLORIDA BUILDING CODE — BUILDING I••5.5 • •5.•.. • • OOOOOO • ••..• • •5555 • • •5••.. • • 555.5. • • .••.5. MI AM BUILDING CODE, COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Spanish `S' Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be doiin :tits entirety. INSagitION::A.cbpy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalLDe ava $ble fbr inspection at the job site at the request of the Building Official. ThisarAises NO•A 1/'/!l 023.09 and consists of pages 1 through 6 Thesubn$itted gc5nentation was reviewed by Alex Tigera. 5555 •••• • •••• •••• • • • OOOOOO • ...5•. • *5 •• • ••• NOA NO.: 09-0422.10 Expiration (hate: 01/02/13 Approval Date: 05/27/09 Page 1 of 6 OOOOOO • •.•••• T%'�rfarplieb • En Bring, int. • The tenter for? it t Eieering, Inc! '• Thui;gpter for•���'1�ed Engineding, I r... • • •••••• •• • • • • •••••• • ••• ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing High Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Spanish `S' Concrete Roof Tile, as manufactured by Monier Lifetile LLC in Pompano Beach, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Spanish 'S' Tile Trim Pieces Dimensions 1 =18" w= 10 -1/2" min. '4" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland.Technologies • • •• • • •• • • ••••. • • •.•.• • •..•.: • • •••... • • • ••••.. • Test Product Specifications Description TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0647 -01 P0402 94-084 94 -083 25- 7183 -4 High profile, interlocking, one - piece, 'S' shaped, high - pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 09- 0422.10 Expiration Date: 01/02/13 Approval Date: 05/27/09 Page 2 of 6 • • • • • • • • • • • Test Agency Test Identifier The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering 25- 7214 -3 Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -78 13343.1 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations 13343.1 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties TAS 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Restoring Moment Due to Gravity Two Patty Adhesive Set System Physical Properties TAS 112 Date March, 1995 Aug. 1994 Oct. 1994 June 2007 Dec. 1998 March 1999 Oct 2007 February 1996 April 1996 December 1996 March 1995 August 2007 April 1999 March 2009 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. • ".6. This acceptance is for wood deck applications. Minimum deck requirements shall be in • condplifte with applicable building code. Maybe n: talled on slopes 7:12 and greater. • 4.. • 12401STALMTION 4 1� Monie Cifetile Spanish `S' Concrete Roof Tile and its components shall be installed in strict contiljc't with Roofing Application Standard RAS 118, RAS 119, and RAS 120. .4.2 Data grattachment Calculations .. .. • ... • • • .. • • • NOA No.: 09- 0422.10 Expiration Date: 01/02/13 Approval Date: 05/27/09 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Monier Lifetile Spanish 'S' Tile Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) 9.64 1.5 0.865 Table 2: Aerodynamic Multipliers -2i. (ft3) �(ft) Direct Deck Application 0.263 Monier Lifetile Spanish 'S' Tile Tile Profile Monier Lifetile Spanish 'S' Tile 2 ":12" Battens N/A Direct Deck 6.87 Table 3: Restoring Moments due to Gravity - Mr. (ftdbf) 3 ":12" 4 ":12" 5 ":12" Battens N/A Direct Deck 6.78 Battens N/A Direct Deck 6.67 Battens N/A Direct Deck 6.52 6 ":12" Battens N/A Direct Deck 6.34 7 ":12" or greater Battens N/A Direct Deck 6.16 • • • • • • • • • • • • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nall -On Systems Tile Fastener Type T Profile Monier Lifetile Spanish 'S' Tile • • • •• • Tablei6� Attachment Resistance Expressed as a Moment • • for Two Patty Adhesive Set Systems M' (ft-lbf) Tile Application 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 .#8 Screw 2 .#8 Screws 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) Direct Deck (min 15/32" plywood) 28.6 5.1 6.9 20.7 43.2 Direct Deck (min. 19/32" plywood) 23.1 29.3 27.6 38.1 41.2 6.8 9.2 20.7 43.2 23.1 29.3 27.6 38.1 •••• Tile Prot le Morlj•Lifetile li'S' Tile Adhesive 1 sSf Jnanufactyr •component approval for installation requirements. 2 • iepible Products company TileBond Average weight per patty 10.7 grams. Pofy?oam Product-Inc. Average weight per patty 8 grams. I. • • • • • • ••• ••.• • • • • • • • • Minimum Attachment Resistance 29.3` NOA No.: 09- 0422.10 Expiration Date: 01/02/13 Approval Date: 05/27/09 Page 4 of 6 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Tile Application T Profile Monier Lifetile Spanish 'S' Tile Polyfoam PolyProTM Polyfoam P01yPr0TM 3 Large paddy placement of 63grams of PolyProTM. 4 Medium paddy placement of 24grams of PolyProTM. Minimum Attachment Resistance 66.5' 38.74 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for. Mortar Set Systems Tile Profile Monier Lifeti le Spanish 'S' Tile i Tile Application Mortar Set Attachment Resistance 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, SPANISH `S' TILE (POMPANO BEACH, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •••• • • • • • •• • • •• • • • • • • . • • •••• • • • • • • • • • • •••• •• •• • • • • • •••• •••• • • • • • • •••• •••• • • • •• • • • • • ••• • •• • • • • • • • •••• NOA No.: 09- 0422.10 Expiration Date: 01/02/13 Approval Date: 05/27/09 Page 5 of 6 PROFILE DRAWINGS ••• • • • • •• • • • • • • • • • .... • • •••• • • • • • • • • •••• • .• •• • ..••• •••• • • • •••• • • • • •• • • • • • ••• •••• • • •••• •• •• • • •••• • • • ••• • • •• • • • • • MONIER LIFETILE SPANISH `S' CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 09- 0422.10 Expiration Date: 01/02/13 Approval Date: 05/27/09 Page 6 of 6 DO NOT REMOVE FROM PERMIT PACKAGE ROOFING CHECKLIST CATEGORY 92 (Low Slope Applications) (059) Before Anchor Sheet Is Covered Please check appropriate box: 0 approved 0 rejected 0 N/A (These are not necessarily all the items to be inspected) DISPOSITION APP REl N/A ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Comments: r Posting of Permit System Documents Notice of Commencement Deck Priming Roof Pitch Fire Rating Venting Moisture / Up -Lift Test Insulation Base / Anchor Sheet Fastener Penetration Fastener Spacing Edge Metal Size / Type Edge Metal Installation Edge Metal Lap Metal Priming Perimeter Blocking Cant Strip Counter Flashing Mechanical Equipment Other CODE SECTION 304.1(a) 3401.11(d) State Law 3403.4(cX 1)(aa) 3403.2 3401.5 3401.10(w)(bb) 3401.10(i)(m) 3407 3401.4(b) 3401.4(d) 1403.4((b)(1)(cc) 3408.3(a) 3408.3 3408.3 (e) 3408.2(e) PA 111 3403.3(aX4) 3408 3409.1(a)(1) Table 34D 123.01 -93 9/96 DO NOT REMOVE FROM PERMIT PACKAGE ROOFING CHECKLIST CATEGORY 92 ( Low Slope Applications) (001) Final Inspection Please check appropriate box: ® approved rejected ® N/A (These are not necessarily all the items to be inspected) DISPOSITION APP REJ N/A Comments: ITEM Posting of Permit System Documents Posting of Permit Fishmouths, Buckles Roof Penetrations Surfacing Insulation Venting Mechanical Equipment Workmanship Gutter Other CODE SECTION 304.1 3401.11(d) 304.1 PA 120 3408.7 3403 .4(h)(3 )(6) 3401.4(c) 3409.1(a)(1) Table 34D 3401.4(c) PA 111 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. JOE WARD ROOFING 10410 S.W 185 Terr Contractor's Name: Miami 305 -233 -6316 (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof 'Re- roofing Job Address: 4/72 N C. /0_3 5 y ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ Recovering ❑ Repair ❑ Maintenance ❑ (Mortar- Adhesive Set Tile) Flat Roof Area (ft2) 520 Sloped Roof Area (ft2) ""r Total (ft2) 2-0 Master Permit No. Exposure category (per ASCE 7 -88): 0. Building Classification category (per ASCE 7 -88 table 1): / Ft. �SZ‘ tL ROOF HEIGHT AND SYSTEM DETAILS �` a` o (Draw details as needed).. „fok t mob eb Fe, *>' OT inDp Ft. Deck type: 5/8" d ATTACHMENT Fastener Type: 1 I) 5• )IGtLJ rr 2•S• Cor SPACING l 110.4./ 1 b,rds inh access. septi Field: Perimeter: °_ C rneri(./ �roous 4,2"o •C• ••••••••••••1111••••••11 MEOW ■►,.....N■ng Mr■■■n•■ ■► ■. ■■. ■ ■ ■. ■■I0 ■Oa■MMR■I alIMOM ■Il■■■■■►�■■■■■ ■ ■■Ii ■ ■Ia ■I■■' /M1I'MN■■■■■ ■■■ N■ \■■■ ■ ■■■ %■■1 ■ ••■••wnn •••••••••••■1■11■•■IMI•11 ■ ■ ■I•1i■ ■ ■■ ■N■■■■■■■ • •••V••••2 •••• ■■ ■I■ ■I! 11■ ■N ■N■ ■I ■ ■ ■ ■rU■■■\ ■I % ■III •• ■■ ••■■■,g••• ■ ■ ■■MN■ ■ ■ ■f ■ ■■■∎t %■M■■■■ ■■ ••••11II••• ••••••••• • •••••• ■ ■ ■ ■ ■= ■ ■I■■■■ VIII■ ■MI■ ■ ■■MMN■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■M ■■■ ■I■ ■r%:V■M■■ ■•..■•■ ■ ■■ \ ■ ■ ■ ■■ ■ ■II■ ■N ■ ■■ ■ ■■I ■■►5p'I ■ ■••N ■ ■ ■ ■1• ■ ■ ■■ ■ ■■■ ■I ••• •••% •••■,∎ •••••••••••N■■ •■ ■■•■ ■■M ■■■ M■IMMMNB►a∎MI■N■■MI■■I\\■I■ ■M■■■■ • •••••••••112•MMIPMOI9MINIM ■■ ■ ■ ■ ■■■. ■■■■n v\■••••■% ■•11•MNIIIIC ■■■■■■ • _MO= I■■ i■ N ■ ■I! ■M•1 ■ ■IS1i ■ ■■IM■I\�'■■■M"■ ■ MM ■N ■■■■ ■NI■■■ ■ ■■I■■I■ ■ ■.7 ■ ■ ■ ■►\ ■■■■■■ • ■■■■■■■■■■■■■ N■ ■ ■ ■•1 ■■■1!1,!ixL2∎ ■ ■ ■ ■►N; ■ ■■■■■ • ••••••••••••••••••1I •••••••••••■ •t\ •••■■ • •••••••••••NMMM •■ •••!N■ ■••••••••••! I■■■■■ • ■■■ ■■e ■■■■ •11I.w■. ■■■Wals.. ■■■■■■■■ ■.■■ ■ ■■a •••••1111 ■gI■MMuI ■■ ■M 2rI ■ ■■ ■■■ ■MM ■ ■ ■M ■M ► \I ■111. ■■■■ iM•■ M■ N■ ■uMn■■•►.r.■■■N••••••••••N1a■R• / •M• ■.e sI■ 1IN■I'I.m■■MM ■ ■ ■ ■ ■M■ ■=IM ■ ■ ■r \N•1 _■■■■ N ■INM-•a■ ■■ ■■■ ■ ■ ■.. ■ •■ ■ ■■•■I.■ ■■■ ■ ■■ ■■ ■ ■■ ■ ■. ■i ■!. ■ ■ ■ ■ ■■ ■Mir■ ■ ■ ■ii ■" ■■ N•; N■■ ■M■ ■e■■■■■r ■■■■■■■■■■■■ ■■■■■ ■■■A /filNI■■ ■NMsM •■ •■r1 •■ ••I •••••••••••• Mll ■II■ ■1'•12•••••••••••••••■■ ••••••• • daralOEM! ENE ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I■ • / A'■;■ lV /a•If.■■ ■ ■N ■�N ■M■■■■M■I ■■I ■MI ■IOM /I■�FAI■ ■:i7lrv�iMl ■M■■ ICI• ■M■■ ■M■ / ■ ■ ■1 ■■ ••••• 11■■ ■ ■11!& •ri •I■■■•bl■I■■■■■■■■■■■■ ■■ ■ .Ti. ■■■■ N■ ■ ■•••••MI ■M■■■ ■N ■ ■ ■ ■ ■■■■■■■■■■■ ■ii aa• MM■■■I■ ■I11■■I ■M■■■ ■1 ■■ ■I ■ ■M ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ IIrWM■ N■■ ••••••••••10I7■ ••••••••••••■•• i.�i■i....111•1611•15M•111 [ WEI■UUUI•IUIIUIii••••• DETAIL 1 i& 2 n ` 6" 0.C. idewaiks, glitter etc. 123.01 -78 9/96 Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? MEAN HEIGHT Deck type: SLOPED SYSTEM DESCRIPTION Underlayntent: Insulation: Fastener type & spacing: t2" ROOF SLOPE D E T A I L 3 Cap Sheet: Roof i Covering: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmaxl: x 7 (Aerodynamic Multiplier): ) - Mg: = Mn: I PCA: (Pmax2: x a, (Aerodynamic Multiplier): ) - Mg: = Mr2: PCA: (Pmax3: x X. (Aerodynamic Multiplier): ) - Mg: = Mr3: PCA: Page -2 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 PRODUCT CONTROL NOTICE_OF ACCEPTANCE FAX (305) 372 -6339 CS Pooling Products Company, Inc. 5525 MacArthur Blvd., Suite 900 Irving, TX 75038 Your application for Product Approval£ Roc�tt t�Todi�eSttumen ti o vstesender Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories and United States Testing Company, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. f _ PRODUCT NO. : ACCEPTANCE NO. := 95- 0502.0.1 (Revises o :^ - �3fi i l. Raul Rodriguez Product Control Division EXPIRES: 09/12/97 Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be us d in Dade Co tlrffyi Florida under the conditions set forth above. APPROVED: 06/13/95 Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: GS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type: SBS/APP System Description Product Control No.: 95- 0502.04 Approval Date: JUN 1 3 Expiration Date: 09/12/97 GS Roofing Products Company, Inc. manfuactures and markets nationally a complete line of residential and commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. GS Roofing products and systems are the result of years of manufacturing; experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non - insulated rooting systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual" and "Flintlastic Roof System Catalog." GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Metro -Dade area, call 1- 800 - 777 -2563. Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 (803) 744 -7451 Raul Rodriguez Product All Weathers /Empire Base Sheet Flex- 1 -GlasT s Base Sheet Flex- 1- GlasTM FR Base Sheet gLIFT-V rVI Flintlastic STA Flintlastic GTA Flintlastic GTS Flintlastic GMS /GMS Premium Product Control `o.: 95- 0502.04 TRADE, NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 36" x 72'; Roll weight: 86 lbs. (2 squares) 36" x 108'; Roll weight: 90 lbs. (3 squares) 39 3/3" x 50'; Roll weight: 90 lbs. (1.5 squares) Test Specification Product Description ASTM D 2626 Asphalt coated, organic base sheet. UL Type 15 UL Type G2 UL Type G2 Modified Bitumen, coated fiberglass base sheet. Modified Bitumen, coated fiberglass base sheet. weight: 40/5341n. r ' (5 squares) ='3 yPe 1 393/3 "x33 ;Roll weight: 90 lbs. (1 square) 393/ "x33'3 "; Roll weight: 105 lbs. (1 square) 39 3/3" x 24'9 "; Roll weight: 92 lbs. (3/4 square) 393/3 "x34'2 "; Roll weight: 100/105 lbs. (1 square) reg fele ASTM D 5147 Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for toch application. ASTM D 5147 Granule surfaced. SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for mop application. Premium esu -.. Roll weight: 105 ire E3itumen Mem ra a w' fi' " lbs._- , <. ewe � _•.. - . -_r. 1 square) ( q ) for mop application. 3 Raul Rodriguez Product Flintlastic FR Cap Dimensions, 393/8 "x34'2 "; Roll weight: 90 lbs. (I square) GlasBaseT't Base Sheet 36" x 108'; Roll weight: 69 lbs. (3 squares) Poly SMS Base Sheet 39'/8" x 64' 4 "; Roll weight: 90 lbs. (2 squares) Yosemite® Mineral 36" x 36'; Roll Surfaced Cap Sheet weight: 90 lbs. (1 square) Stormshield 36" x 75'; Roll weight 76 lbs. (2 squares) Test Specification Product Control No.; 95- O5O2.04 Product Description .ISTM D 5147 Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 5147 Modified Bitumen, coated polyester base sheet. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. PA 103s 4 Slag surfaced SBS Modified Bitumen sheet with fiberglass reinforcement for peel and stick application. Raul Rodriguez Product Hy Therm Pyrox APOC 212 Sunbright 400 MBA ACFoam II Celcore Anchorbond Fastener Anchorbond LCW lightweight Concrete fasteners High Density Fiberboard Dekfast Fasteners #14 Dekfast Hex Plate Product Control No.: 95- 0502.04 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dimensions Specification Description various PA 110 various PA 110 PA 121 PA 121 various ASTIMt 3019 Type III PA 110 PA 110 PA 114 PA 114 various PA 100 PA 114 27/8 "x PA 114 3 1/4" Polyisocyanurate foam insulation Polyisocyanurate foam insulation Aluminum roof coating. Roof coating Asphalt based cold applied adhesive. Polyisocyanurate foam insulation Manufacturer Apache Products Co. Apache Products Co. APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner Atlas Energy Products Cellular insulating concrete Celcore, Inc. system Insulation fastener and metal or plastic plate Base ply fastening systems for lightweight concrete decks Wood fiber insulation Celotex Corp. Celotex Corp. Celotex Corp. Insulation fastener for steel Construction and concrete decks . Fasteners Ind. Galvalume hex stress plate. Construction Fasteners Inc. Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate. Raul Rodriguez D Construction Fasteners Inc. Product Dekfast Fasteners #15 Dekfast Fasteners '412 TPR Elastizell FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tite Type 'A' Nail -Tice Type 'R' GAFTITE Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt Asphalt Primer Test Dimensions Specification PA 114 PA 114 PA 114 PA 110 PA 114 PA 114 PA 114- various PA 114 PA 121 Product Control No.: 95- 0502.04 ' a Product Description Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Aluminum fastener for lightweight, gypsum and tectum decks Cellular insulating concrete system Base ply fastening systems for lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Base sheet fastening system. Asphalt emulsion Ntanu facturer Construction Fasteners Inc. Construction Fasteners Inc. Creative Construction Components Elastizell Corp. ES Products, Inc. ES Products, Inc. ES Products, Inc. GAF Gardner 1, 5, 55 ASTM D 3019 Fibered asphaltic general Gardner gallons Type III purpose lap and ply cement. ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive ASTM D 41 Asphalt Primer High Density Wood various PA 110 Fiberboard 6 Wood fiber insulation board Raul Rodriguez generic generic Product Perlite Insulation Red Rosin Test Product Dimension) Specification Description various PA 110 various Product Control No.: 95- 0502.04 Perlite insulation board Rosin paper for barrier layer on wood decks Manufacturer generic generic MirtimulTTT p fi14 i sion.re�istau(a ular , Io ring. shank nails at MB aluminum roof coating Karnak 81 AF Modified Bitumen Adhesive (Brush Grade) Karnak 81 AF Modified Bitumen Adhesive (Trowel Grade) Karnak 97 AF Karnak 97 PA 121 discs. Aluminum roof coating. Grundy Industries 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak type III, ASTM adhesive for application of D 3409 SBS modified bitumen - systems. 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak type II1, ASTM adhesive for application of D 3409 SBS modified bitumen systems. Monsey MBA Gold I, 5, 55 Membrane gallons Adhesive Prograde Fibered Aluminum PA 121 PA 121 ASTM D 3019 type I I I PA 121 E'NERG'Y PSI -25 various PA 110 E'NRG'Y- I various PA 110 7 Roof coating Roof coating Fibrated, rubberized cement for bonding modified bitumen membranes. Fibrated aluminum roof coating. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Raul Rodriguez Karnak Karnak Monsey Products Co. Monsey Products Co. NRG Barriers, Inc. NRG Barriers, Inc. 7Lti/e Test Product Dimensions Specification E'NRG'Y -3 Plus various PA 110 E'NRG'Y -2 various PA 110 N.T.B. Magnum PA 114 N.T.B. Spin Weld Plate 2" round PA 114 N.T.B. Plastic Plate 3" round PA 114 N.T.B. Plate Olympic Fastener #12 Olympic Fastener #14 Olympic CR Base Felt Fastener and Base Sheet Disc PA 114 PA 114 PA 114 PA 114 Olympic Fastener PA 114 8 Product Control No.: 95- 0502.04 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Glass reinforced nylon fastener for use in gypsum and cementitious wood fiber decks. 2" round amorphorus nylon locking plate for use with N.T.B. fasteners with 1" head 3" round polypropylene stress plate for use with N.T.B. fasteners 3" round galvalume AZ55 plate for use with N.T.B. fasteners Insulation fastener Insulation fastener Insulation fastener assembly for Base Sheet fastening only Insulation fastener Raul Rodriguez Manufacturer NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. V Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Product Olympic Polypropylene • Test Product Control No.: 95- 0502.04 Product Dimensions Specification Description 3.25" round PA 114 Polypropylene plastic plate Olympic Standard 3" round PA 114 Fiberglas various PA 110 Paroc Cap Board various PA 110 UltraGard Gold Rawl 2" Plate • Rawl 3" Plate Rawlite Rawlite 3" Plate g 2100 - Modified All Weather Flashing Cement Aluma -Brite No. 120 various PA 110 2" round PA 114 3" round PA 114 PA 114 3" round PA 114 3" round galvalume AZ35 steel plate Fiber glass roof insulation Rockwool insulation Polyisocyanurate foam insulation 2" round galvalume AZ55 - membrane plate 3" round galvalume AZ55 steel plate Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners 1, 5, 55 ASTM D 3019 Rubberized all- weather gallons, also (Type III) and flashing cement, trowel available in D 3409 grade, modified adhesive. 10.5 ounce caulking tubes. PA 121 9 Fibrated aluminum roof coating. Raul Rodriguez Manufacturer Olympic Nlanu fac turing Group, Inc. Olympic Manufacturing Group, Inc. Owens - Corning Fiberglas Corp. Partek, Inc. Schuller International Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Tropical Asphalt Products Corporation Tropical Asphalt Products Corp. Test Agency /Identifier Applied Research Laboratories Factory Mutual Research Corporation Underwriters Laboratories United States Testing Company, Inc. Test Reports Name Physical Properties Repo/ 23013 Current Insulation FMRC 1994 Fastening Requirements Fire Classification R1190 Compliance ASTM D 5147 97457 -4 ASTM D 5147 97- 457 -2R 10 Raul Rodriguez Product Control No.: 95- 0502.041 Date 06/02/87 01/01/94 07/13/87 06/03/88 12/02/87 Material Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Steel Concrete Lightweight Concrete Cementitious Wood Fiber Poured Gypsum Material Steel Concrete Lightweight Concrete Poured Gypsum Design Pressure -b0 psf -135 psf -45 psf -52 psf -52 psf Maximum Fire Classification Classification Class A Class A Class A Class A Note: Fire classifications and maximum design pressures deck types. Review system listings for design pressures Roofing Materials Directory or other approved testing Classifications. • 11 Product Control No.: 95- 0502.04 do not reference all assemblies over and the Underwriters Laboratories agency listing directory for Fire Raul Rodriguez Membrane Type: SBS Deck Type 1: \Vood, Non- insulated Deck Description: ' °/32" or greater plywood or wood plank decks System Type E(I): Base sheet mechanically fastened. An General and System Limitations apply. Base Sheet: Fastening.: Ply Sheet: Membrane: Product Control No.: 95- 0502.04 One or more plies of GS Glas Base, GS Flex -I Glas Base, Flex -I Glas FR Base or GS Poly SMS base mechanically fastened to the deck as detailed below. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. (Optional) See products listed under 'Base Sheet' above, or one or more plies of GS Flintlastic'Ply IV or Ply VI adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs.sq.. i One ply of Flintlastic FR -P, Flintlastic FR Cap, Flintlastic GMS, Flintlastic Premium GMS adhered to .the base sheet with approved mopping asphalt applied within the EVT ranee and at a rate of 20 -40 lbs. /sq.; or Flintlastic GTS Torch adhered to the base sheet. Surfacing: (Optional) Install one of the following: 1. 400 lb. /sq. gravel or 300 lb. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 galJsq.. Maximum Design Pressure: -45 psf. Maximum Fire Classification: Class 'A'; see General Limitation a r2. Maximum Slope: 1:12; see General Limitation #3. Specification No.: GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 Raul Rodriguez 35 Product Control No.: 95-0502.04 L nderlavment System Limitations: 1. Application shall be perpendicular to the slope on slopes of 1:12. All side laps shall be nailed 6" o.c.. All applications with a slope in excess of I :I? shall be applied parallel with the slope (strapped) with end laps backnailed 6" o.c.. 2. #30 base sheet shall be used only with Yosemite Mineral Surface Cap Sheet. 3. All Weather/Empire Base Sheet may be used with all top ply membranes. 4. Application of GS Flintglas, Mineral Surface Cap Sheet, Flintlastic GMS or Flintlastic GTA shall be in compliance with manufacturer's published application instructions. 5. Installation shall comply with South Florida Building Code Section 3404 and applicable Dade County Application Standards and Test Protocols. Raul Rodriguez 101 Product Control No.: 95- 0502.04 General Limitations: 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design velocity pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the•South Florida Building Code. 6. All work shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by manufacturer. - 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA I l I of the South . rid : u y' ng ode. Raul Rodriguez 102 Product Control No.. 95-0502.04 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section lI Permit Application. 13. Roll good materials shall be stored on end and on a clean, flat and dry surface. t4. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered with approved mopping asphalt applied within the EVT range and at a rate of 20-40 IbsJsq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. I 7. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. I8. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 lbf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 Ibf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of not more than 90 lbf.. 21. Fastener spacing for insulation attachment is based on a minimum withdrawal resistance value of 300 Ibf. as tested in compliance with PA 105. If the fastcner value, as field tested, are below 300 Ibf. insulation}/ ttactte shaU not be acceptable. • 103 Raul Rodriguez NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida: 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his, distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This Product Control Approval supersedes No. 94- 0531.04 Raul Rodriguez Product Control Division Supervisor JI l-V. IrV. M'I- 1111-J For use over non - nailable decks Membrane: One ply of ALL- WEATHER/EMPIRE base sheet, two plies of NO. 15 ASPHALT PERFO- RATED FELT and one ply of FLINTGLAS MINERAL SURFACE CAP SHEET. Summary of Materials: Per 100 Square Feet Asphalt Primer [1/2 gal.] 4 lbs. Type III Asphalt Spot Mopping 15 lbs. ALL - WEATHER /EMPIRE Base Sheet (1 ply) 40 lbs. No. 15 Asphalt Perforated Felt (2 plies) 30 lbs. FLINTGLAS Mineral Surface Cap Sheet (1 ply) 72 lbs. Type III Asphalt Moppings [3 @ 25 lbs. ea.] 75 lbs. Approximate Total Finished Weight 236 lbs. SPEC. NO. A -4 -M -3 For use over nailable decks Membrane: One ply of GLASBASE base sheet, two plies of FLINTGLAS PLY SHEET and one ply of FLINTGLAS MINERAL SURFACE CAP SHEET. Summary of Materials: Per 100 Square Feet GLASBASE Base Sheet (1 ply) 23 lbs. FLINTGLAS Ply Sheet (2 plies) 16 lbs. FLINTGLAS Mineral Surface Cap Sheet (1 ply) 72 lbs. Type III Asphalt Moppings [3 @ 25 lbs. ea.] 75 lbs. Approximate Total Finished Weight 186 lbs. 12 Jr L,. IrIJ. M-c-rvr-J For use over nailable decks Membrane: One ply of ALL - WEATHER/EMPIRE base sheet, two plies of NO. 15 ASPHALT PERFO- RATED FELT and one ply of FLINTGLAS MINERAL SURFACE CAP SHEET. Summary of Materials: Per 100 Square Feet ALL - WEATHER /EMPIRE Base Sheet (1 ply) 40 lbs. No. 15 Asphalt Perforated Felt (2 plies) 30 lbs. FLINTGLAS Mineral Surface Cap Sheet (1 ply) 72 lbs. Type III Asphalt Moppings [3 @ 25 lbs. ea.] 75 lbs. Approximate Total Finished Weight 217 lbs. SPEC. NO. A -5 -M -3 For use over non - nailable decks Membrane: One ply of GLASBASE base sheet, one ply of FLINTGLAS PLY SHEET and one ply of FLINTGLAS MINERAL SURFACE CAP SHEET. Summary of Materials: Per 100 Square Feet Asphalt Primer (1/2 gal.) 4 lbs. Type III Asphalt Spot Mopping 15 lbs. GLASBASE Base Sheet (1 ply) 23 lbs. FLINTGLAS Ply Sheet (1 ply)8 lbs FLINTGLAS Mineral Surface Cap Sheet (1 ply) 72 lbs. Type III Asphalt Moppings [2 Cd 25 lbs. ea.] 50 lbs. Approximate Total Finished Weight 172 lbs. JYCI.. NU. H -J-M -J For use over non - nailable decks Membrane: One ply of GLASBASE base sheet, two plies of FLINTGLAS PLY SHEET and one ply of FLINTGLAS MINERAL SURFACE CAP SHEET. Summary of Materials: Per 100 Square Feet Asphalt Primer [1/2 gal.] 4 lbs. Type III Asphalt Spot Mopping 15 lbs. GLASBASE Base Sheet (1 ply) 23 lbs. FLINTGLAS Ply Sheet (2 plies) 16 lbs. FLINTGLAS Mineral Surface Cap Sheet (1 ply) 72 lbs. Type III Asphalt Moppings [3 @ 25 lbs. ea.] 75 lbs. Approximate Total Finished Weight 205 lbs. N---S A=6 C -M 3- r use over nailable decks Membrane: One ply of GLASBASE base sheet, one ply of FLINTGLAS PLY SHEET and one ply of FLINTGLAS MINERAL SURFACE CAP SHEET. Summary of Materials: Per 100 Square Feet GLASBASE Base Sheet (1 ply) . FLINTGLAS Ply Sheet (1 ply)... FLINTGLAS Mineral Surface Cap Sheet (1 ply) Type III Asphalt Moppings [2 @ 25 lbs. ea.] 23 lbs. 8 lbs. 72 lbs. 50 lbs. Approximate Total Finished Weight 153 lbs. 4(3 MATERIALS (TEVT) ' V)S (TGFU)— Continued Incline: 1 fiber felt hot mopped. 3d. led In hot roofing asphalt. Incline: 2 .ck Diamond ", "GTA White Diamond" or "GTA" -1/2 in. diem), 1000 lbs/sq. Incline: 1/4 - fiber board, 6 in. offset joints, 3/4 to 2 -1/4 In. max, genic felt ck Diamond", "GTA White Diamond" or "GTA ", h incline: 1/4 felt, mechanically fastened. • or wood fiber, 2 -1/2 in. max. ,ofing.ssphelt ROOFING SYSTEMS (TGFU)— Continued Surfacing: Gravel. Deck: C- 16/32• Incline 1 • ;'All Joints blocked with 2x4's. Base Sheet Type G2, nailed. Membrane: "Flintlastic GMS ", "GMS Premium" or "GMS Black Diamond ", adhered with hot roofing asphalt • Surfacing: Gravel • Deck C -16/32 • Incline: r-/2 Insulation: Celotex "Hy -Tec ", 2 in. min. joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. :P Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt :_Mentixane "Flintlastic GMS ", "GMS Premium" or "GMS Black Diamond ", adhered with hot roofing asphalt 3; Surfacing: Gravel. Doran C -16/32 - - Incline: 1/2 Insulation: Celotex "Hy -Tec ", 2 In. min, joints in insulation must be offset 6 in. from Joints In deck, mechanically fastened. Base Sheet:. Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintiastic STA ", "GTA ", "GTA Black Diamond" or "GTA APP White Diamond ", heat fused. . Surfacing: Gravel Class A - Fully Adhered Deck: NC Incline 1 1 :.:Vapor Retarder (Optional* Type G2 "Glasbase" base sheet or UL Classified vapor retarder. insulation (Optional* One or more layers or combination of the following: Ultragard Premier, polyisocyanurete, perlite, glass fiber or wood fiber insulation. Base Sheet One layer of Type 62• "Glaabaae" base sheet. Membrane: One layer of ' Fllntlastic GTA (-3/4 sq or -1 sq), GTS" (modified bitumen), heat fused or "Flintiastic GMS" hot mopped. Surfacing: APOC "No. 212 Fibrated Aluminum ", at 1 -1/2 gal. 100 sq /ft Deck NC Incline 3/4 Vapor Retarder (Optional* Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional* One or -more layers or combination of the following: Ultragard Premier, polyisocyanurate, perlite, glass fiber or wood fiber insulation. 4-"0 Base Sheet One layer of Type G2 "Glasbase ". base sheet Membrane: One layer of "Flintiastic STA (modified bitumen), heat fused. Surfacing: Karnak "No. 97 Flbrated Aluminum ", at 1 -1/2 gaL per 100 sq /ft Dean C -18/32 - - -- - Incilrte 1/2 Insutatod(Optiotal ): Schuller International "UitraGard Premier", polyisocyanurate,wood fiber- board, petite, fiberglass, isocyanurate, any thickness. Base Sheet One or more plies of "Glasbase ", hot mopped or mechanically fastened. $rr, - Membrado One ply of "Flintiestic FR" (modified bitumen), hot mopped in place. 4. Deck: NC incline: 1/2 Insulation Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fas- tened, any thickness. Base Sheet Type G2, mechanically fastened or hot mopped. Membrane: "Flintlestic GTA or STA ", heat fused. 'nf Surfacing: Henry Co. "Henry 620 Aluminum ", applied at 1 -1/2 gaVsq. eckrNC Incline -1/4. insulation (Optima* Glass fiber, perlite or wood fiber board. Ply Sheet Type G2, mechanically fastened. Membrane: "Flintiastic STA ", "GTA ", "GTA Black. Diamond" or "GTA White Diamond", heat- fused. Surfacing: Karnak Chemical Corp. "Karnak No. 97 ", 1 gaVsq. Deck NC Incline 1 Insulation: Polyieocyanurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. Bess Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane. "Flintiastic GMS ", "GMS Black Diamond" or "GMS Premium ", adhered with hot ;d .:roofing asphalt - Surfacing: Karnak Chemical Corp. " Kamak No. 97 Flbrated Aluminum Asphalt Roof Coating ", ' 2-1/2 gaVsq. .7. Deck C- 16/32' Incline 1 ler 'All joints blocked with 2x4's. • insulation Glass fiber, perlite, 3/4 in. min, joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. "'4t+ _ - Membrane: "Flintiastic GMS ", adhered with hot roofing asphalt. Surfacing: Kamak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", 2 -1/2 gaVsq. Deck: NC Incline: 1/2 Insulation: Poiyisocyenurate, glass fiber, perlite, wood fiber, mechanically fastened or adhered with hot roofing asphalt, any thickness. Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintastic STA ", "GTA ", "GTA Black Diamond" or "GTA White Diamond ", heat fused in place. -Surfacing: Karnak Chemical Corp. "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating ", 3 gaVsq. Deck: NC Incline 1 Insulation (Optional): Partite, glass fiber, polyurethane, isocyanurate, phenolic combination iso- cyanurate/perlite, polyurethane/perlite or wood fiber, any thickness, hot mopped or nailed. Membrane: "Flintiastic STA ", "GTA ", "GTA Black Diamond ", "Flintiastic GTA White Diamond ", "GMS ", "GMS -6M ", "GMS Double Coverage" or "GMS Premium", heat fused or hot mopped i place. :k Diamond", "GTA White Diamond " - or "GTA ", .1/2 in, diameter) 1000 lbs/sq. Incline: 1/4 f the following insulations, mechanically fastened, 1.0 otex Corp's 'Thermax Hy •Tec ", "Thermax Hy-Tec PI ,e insulation. amium" or "GMS Black Diamond" (modified bitumen Wing asphalt at 60 Ibs/sq. Incline 1 f the following Insulations, mechanically fastened, 1.0 slotex Corp's "Thermax Hy -Tec" or "Thermax Hy-Teo i to the insulation. amium" or "GMS Black Diamond" (modified bitumen), acting asphalt at 60 Ibs/sq. Incline: 1 perlite, wood fiber, mechanically fastened or adhered med or adhered with hot roofing asphalt amium" or "GMS Black Diamond ", adhered with hot Incline: 1 in, joints in insulation must be offset 6 in. from joint mad or adhered with hot roofing asphalt.. "' emium" or "GMS Black Diamond ", adhered with it Incline 1/2 perlite, wood fiber, mechanically fastened or adh ened or adhered with hot roofing asphalt GTA Black Diamond" or "GTA White Diamond ", hot • Incline 1/4 partite, wood fiber, 3 in. max, mechanically fastened. iechanically fastened or adhered .with hot roofing ,red with hot roofing asphalt iith hot roofing asphalt. 8 - Ballasted Incline 2 rer, 2 -1/2 in. max, mechanically fastened or adhe coed or adhered with hot roofing asphalt amium" or "GMS Black Diamond ", adhered with hot Incline 1/2 sr, 3/4 to 2 -1/2 in., joints in insulation must be offset -stoned. - med or adhered with hot roofing asphalt iTA Black Diamond" or "GTA White Diamond", it Incline: 1/4 med. ,TA Black Diamond" or "GTA White Diamond", it ARK ON PRODUCT NOTICE OF COMMENCEMENT 16 2 8 REC, /g -RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 'ERMIT NO. TAX FOLIO NO. ;TATE OF FLORIDA: :OUNTY OF DADE: - .Q7- 017`Q7C%Ca t.-C HE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with :hapter 713, Florida Stalutes, the following information is provided in this Notice of Commencement. . Legal description of property and street address: / .0 d- .f' �_. f.C.' .1(, . Description of improveme QRt [ -11) +n em-h r& ifhoC inet / , e o,1 add 1-roe► - fre- y4')- . 6. /ubrel S —r - . Owner(s) name and address: t7 kr- M O' h2,&. ryl 3" iterest in property: ej (L)M �el lame and address of fee simple titleholder: . Contractor's name and address: JOE WARD ROOFING 10410 S.W 185 Terr Miami, FL 331$7 3015:2331331 ao NinWirr.�Aa`r" soot MOW MEUUNm HARVEY , at of circuit RUVIN & Counjt Courts . Surety :(Payment bond required by owner from contractor, it any) nn f11Af lame and address: mount of bond $ . Lender's name and address: . Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided y Section 713.13(1)(x)7., Florida Statutes, lame and address: In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in section 713.13(1)(b), Florida Statutes. lame and address: *In ►. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a Iitferent date is specitis +pnatur!(of Owner 'tint Owners Name okerf- D Moshe ryv worn to and subscribed before me this aI day o lotary Publi 1.4?_ tint Notary's Name ty Commission Expires: • 1 Prepared by: r jur2 JOE -WARD- ROOFING A dreg iti4t0 s.w 185 ierr iami €t- 33157' -- -3 8512 -9$ *631_____ 12301.42 2/93 Joe Ward & Company, Inc. Job Address: 442 N.E. 103 STREET METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General Contractor: JOE WARD & CO., INC. Process No. S TILE The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: (a) Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). (b) One (1) copy of the tile system assembly and/or roofing component(s) n nufact a 's published application instructions and literature. (c) All documents attached herein, filled out and completed in flint 3. Project Information Check one of the following ❑ New Construction XC Re -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Is the deck soldid sheathed? (Check 'yes' or 'no') Yes Deck Type (check one of the following): ❑ Nominal 1/2" Plywood (for re-roof only) Nominal 518" Plywood ❑ Wood Plank ❑ Other Roof Pitch (fill in): 3- 1/4,":12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7- 1/2 ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tale. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3/8" which is mechanically attached to the sheathing with not less than one nail per 2 ft? Circle ' yes' or 'no' for each for the following: Have you attached two copies of the tile system manufacturer's Product Control Approval for the proposed tile system? Yes Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature? Yes Is the proposed underlayment approved for use with this tile system assembly? Yes Mortar or Adhesive Set Tile Systems Page -1 Joe Ward & Company, Inc. Job Address: 442 N.E. 103 STREET Contractor: JOE WARD & CO., INC. Project Information (continued): If the proposed underlayment is self- adhered, have you complied with the venting requirements of Section 3913.3(b), (c) and (d) of the South Florida Building Code? No Are all related accessories approved for use with this tale system assembly? Yes Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ring shank, corrosion resistant nails)? Yes 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer Tile Material: Cl Clay Concrete ❑ Other SPANISH '5' METRO ROOF TILE Product Control Approval Number: 94- 1017.01 Mortar or Adhesive: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly. EA Process No. S TILE Mortar: manufacturer: DADE CTY APPROVED ASTM hyximg Ratio: PREMIX TILETITE PA 123 ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly. © Minimum 12 ga. galvanized roofing nail: Length: 1" ❑ Other: TYPe: Length: ❑ N/A Note: All tiles shall be installed in compliance with the provisions set forth in the tale system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicable) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of 5/16 ", whichever is less. Underlayment The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Mortar or Adhesive Set The Systems Page - 2 Job Address: '? &) i 03 Staa Contractor. -Q W gt 4- (1. Process No. Deck rye Thickness: underiayment: 1 900' A sTin ,D a L(9 Urtdener: nt /�Srm 051 Fastener: , , y lot , //— FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. ( Where Roofing Component not used in Tile System Assembly, fill in with "NIA ". ) Head Lap Dimension: 21 " (minimum 1 "loins others** verified In the NUssystem a temblyP►oduct Control dhesive: (,fl,t .11 ' S .)/4 -7-,c Tile Fastener. Ridge Venting: (( ) Bird Stop: (Uwued*J VA: Ed: M truer: /7S77y) R52-5 Roof Pitch 12" t� Existing or Proposed Soffit Venting: DETAIL #1 Job Site Identification: 4-)969._ N I Mortar or Adhesive Set Tile Systems Page -5 Joe Ward & Company, Inc. Job Address: 442 N.E. 103 STREET Contractor: JOE WARD & CO., INC. Process No. S TILE Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tale system assembly: ASTM #30 asphalt saturated felt with❑ 19" overlap ❑ 6" overlap 4" overlap El EA PREMIUM GOLD D226 -89 TYPE II ❑ ASTM #15 asphalt saturated felt with:❑ 19" overlap ❑ 6" overlap ❑ 4" overlap N/A ® Mineral Surfaced Roll Roofing with ❑ 19" overlap El 6" overlap ® 4" overlap GENERIC ASTM D249 ❑ Other: TyPe: Manufacturer: Underlayment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment Q Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1 -5,8" tin cap: Length: Manufacturer: GENEREIC ASTM A641 CLASS 1 El Other: TYPe: Length: Manufacturer: Spacing (per tile system assembly Product Control Approval): Field: 12 " o.c. Laps: 6 " o.c. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: Dimensions: Gauge or Thickness: Finish: ASTM A 525 2 -1/2" X 2 -1/2" 26 GALVANIZED Note: All edge metal shall be nailed on the flange and nailed or at the face in compliance with the provisions set forth in Da County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: TYPe: Manufacturer: ® Flashing Cement Type: Manufacturer: Mortar or Adhesive Set Tile Systems Page -3 N/A ASTM D4586 GENERIC Job Address: 442 N.E. 103 STREET Adhesives (continued): Contractor: JOE WARD & CO., INC. Process No. S TILE Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(eX4Xcc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type: Size: in2 Soffit Type: SCREEN Size: 48" in 2 Note: If underlayment is comprised of a self- adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembles only. Any change to the specified The System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number Issued. Joe Ward & Company, Inc. Additional Notes: Mortar or Adhesive Set The Systems Page - 4 Job Address: 442 N.E. 103 STREET Contractor: JOE WARD & CO., INC. Process NO TILE Ridge Height Save Height Roof Mean Height 1213" fret 9'6" Stet 10'9" Stet Insert Building Ridge Height, Rave Height and RoofMean Height. Also insert applicable information pertaining to the building below. (See ASV( 7-88 Fact SheetAttached) Exposure Category: C Classification Category. I At Hurricane Oceanline ?: ❑ Y ® N Basic Wind Speed at Building Location: Building Condition based on % of openings: (See Table 9 ofASCE 7-88) Ground Level N/A Joe Ward & Company, Inc. BUILDING INFORMATION #1 Job Site Identification: 442 N.E. 103 STREET Mortar or Adhesive Set Tile Systems Page -6 Joe Ward & Company, Inc. Job Address: 442 N.E. 103 STREET Contractor: JOE WARD & CO., INC. Process No. S TILE Sketch RoofPlan, indicating all dimensions, slopes and any rooftop equipment. Also insert variable labeled "a" which represents perimeter and comer dimensions per Chapter 23 ofthe South Florida Building Code. (SaaASCE 7-88 Fact Shad Attached j 1111 ■■ ■■■■E■11E■■ ■ ■■■EE■■■■EO■■■EOE■�OI,>i11Et■M■ ■11 11■■ �M ■11E11■■ ■11■�E■■■■■■E■■■ ■■■■ ■ummi :.%1111■ ■N \■11■■■■■■■■ - - -- \1111■■■ MEMM ■ 11■■ ■M ■M■■■ ■ ■ ■■■■11■■■■ ■ ■11■ ■M ■ ■ ■I` \■ - _'..��•NM a a r ir.. 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Job Address: 442 N.E. 103 STREET Contractor: JOE WARD & CO., INC. Process No. S TILE The undersigned certifies that the Mortar or Adhesive Set Tile System is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared A-th who, being first duly sworn, deposes and says that all information submitted herein is true and correct orn to and subscribed bcl ,0this-1 th day o \‘‘‘ MAR.. iii /so <z y o'colsS /0y sres. •.�F�ti My commission ea Q�� 14 r�E/A�Sc!' ° 7fcc 276672 me . 55 Under;.. Notary Public State of Florida • Mortar or Adhesive Set Tile Systems Metro Roof T i l e METRGDADE 305 558 2608 P.e1 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. 11350 N.W. South River Drive Miami, FL 33178 BUILDING CODE COMPLIANCE OFFICE SUITE 1803 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1583 (305) 375 -2901 FAX (305) 375.2908 PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372.6339 Your application for Product Approval Of Spanish S under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted Redland Technologies, The Center for Applied Enginering, Inc., and Testwell Craig Laboratories & Consultants, inc has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. • If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1017.01 Expires:06 /15/98 Rau Ro guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06 /15/95 -I- anger, Director Building Code Compliance t)=' Metro Roof Tile 305 558 2608 PRODUCT CONTROL, NOTICE OF ACCEPTANCE ROOFING SYSTEM A.PPROVAI, Awl leant: Metro Roof Tile, Inc. 11501 Northwest 117th Way Medley, Florida 33178 Cat gQty: Prepared Roofing Sub- Categpty: High Profile Tile Type: Nail - on/Mortar Set/Adhesive Set Sub -Type: Concrete Product Control No.. 94- 1017.Q1 Approval Date: JUN 1 5 1995 Expiration Date: JUN 1 51998 System Dess.ri lion P.02 Metro Roof Tile, inc., located in Medley, Florida, manufacturers clay roof tile for nail -on, mortar sct or adhesive set applications This Prod • • • : I • +ve - • U • • II. ' is • , ti , it highs tile profile. -. t. , , .r+ ,r The Metro Roof Tile "Spanish S" tile profile is available in a variety of colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. The Metro Roof Tile "Spanish S" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set or adhesive set tile applications. See the "Profile Drawing" section in this Approval for the Metro Roof Tile "Spanish S" profile drawing. The Metro Roof Tile "Spanish S" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Contact: Fernando Arias Metro Roof Tile, Inc. 11501 Northwest 117th Way Miami, FL 33178 (305) 558 -6712 • • Product =. =„a. ('U RED OR LABELED BY .APPLICANT Test Product Dimensions Specifications Description Spanish 'S' Concrete 1= 18" PA 112 High profile, interlocking. one- piece, Roof Tile w = 18/," 'S' shaped concrete roof file equipped W' thick with two nail holes and a single roll. For nail -on, mortar set and adhesive set applications. Trim Pieces 1= varies w = varies varying thickness PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 3 / 1 )1 / 2 Raul Rodriguez ----- ---------- - - - - -- - - - - - - - ` 4. Metro Roof Ti 305 558 2608 • Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex -ZB 140 Underlayment Rainproof Il P. 04 Product Control No.: 94-1017.01 TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS ice and Water Shield Mopping Asphalt Flashing Cement Dimensions N/A N/A N/A 59" x 164' roll 22 lbs/roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test ,Specifications ASTM D 226 type lI Product Description Saturated organic felt to be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlayment. ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 Single ply, nail -on underlayment. PA 104 Single ply. nail -on underlayment with 2" self-adhering top edge. PA 103 Self - adhering underlayment for use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. ASTM D 312 type III or IV ASTM D 4586 4 Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. .Manufacturer generic generic generic Lenzing Performance, Inc. with current PCA Protect -O -Wrap. Inc. with current PCA W.R. Grace Co. with current PCA generic generic Metro Roof Tile 305 558 2608 P.05 Product Control No.: 94- 1917.01 Test Product Product Dimensions Spectficatlons Description MVlanufacturec Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails min, 12 ga, with PA 114 Annular ring shank, 3/," head Appendix E hot dipped, electro or mechanically gals. roofing nails for use in underlayment attachment. Tin Caps Wood Battens Tile Nails Tile Screws min. 32 ga- min. 1'/a" o.d. max. 2" o.d. PA 114 Appendix E Corrosion resistant circular disc for use in underlayment attachment vertical Wood Preservers Salt pressure treated min. 1" x 4" Institute LP - 2 or decay resistant lumber battens horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2W or min. 1Od x 3" #8 x 2Az" long 0335" head dia. 0.131" shank dia, 0.175" screw thread diameter PA 114 Appendix E PA 114 Appendix E Corrosion resistant, screw, smooth or annular ring shank nails. Corrosion resistant, coated, coarse thread wood screws. generic generic generic generic generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTitetM ") designed for mortar Company, Inc. set roof tile with current PCA applications. Roof Tile Adhesive N/A See PCA Two component Polyfoani Products, ( "Potyprot9 A1- 1160 ") polyurethane adhesive Inc. designed for adhesive with current PCA set roof tile applications. 5 f Metro Roof Tile Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions Clips min. i/s" width min. 0.060" thick Cti; Fasteners min. 8d x 11/4" min. 26 ga. min. I6" width min. 26 ga. thin. 2" face flange min. 2" deck flange Test Specifications PA 114 Appendix E ASTM A 525 PA 111 6 -------------------------------------- 305 558 2608 P -06 Product Control No.: 94- 1017.01 Product pescription Manufacturer Corrosion resistant generic bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Galvanized steel valley flashing Galvanized steel drip edge generic generic Metro Roof Tile Test Agency Redland Technologies Red land Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwelt Craig Laboratories & Consultants, Inc. TEST REPORTS Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 25. 7200 -1 94 -084 94-083 7161 -03 Appendix 11 Report Dated Aug. 1, 1994 P0647 -01 P0402 Project No. 307025 Test #MDC -78 Lab #EA -25 Tech: C. Suarez 7 305 558 2608 P.07 Product Control No.: 94- 1017,11_ Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 ite Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec, 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 July 1994 • ti Metro Roof Tile SYSTEMS Deck Type: Wood, Non - insulated Deck Description: New Construction 191)1" or greater plywood or wood plank. SYSTEM A: Counter - Batten Application 305 558 2608 P.-08 Product Control No.: 94- 1017.01 Slope Mange: 2 ":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4 ":12" to 1":12 ". For slopes exceeding 7":12", refer to System C. Uxtdcrlaymcnt: Install underlayment system in compliance with Dade County Application Standard PA 118. Vertical Battens: Install vertical battens in compliance with Dade County Application Standard PA 118 Horizontal Battens: Install horizontal battens in compliance with Dade County Application Standard PA 118. Roofing Tile: Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, "!,," plywood is an acceptable substrate. ------------------- - - - - -- Metro Roof Tile 305 558 2668 P.09 Product Control No.: 94- 1017.01 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction " /,x" or greater plywood or wood plank. SYSTEM B: Direct Deck Application Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 " :12 ", refer to System C. Underlayntent: Install underlayment system in compliance with Dade County Application Standard PA 118. Rooting Tile: Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) Comments; 1. For re -roof applications, i' /,2" plywood is an acceptable substrate. 9 Deck Type: Deck Description: SYSTEM C: Slope Range: Underlayment: Horizontal Battens: Roofing Tile: Comments: MEtro Roof Tice• 305.558 2608 P.10 Product Control No.: 94- 1017.01 SYSTEMS (CONTINUED) Wood, Non- insulated New construction " /32" or greater plywood or wood plank. Horizontal Batten Application 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes less than 4 ":12 ", refer to System A. Install underlayment system in compliance with Dade County Application Standard PA 119. Install horizontal battens in compliance with Dade County Application Standard PA 119. Install tile in compliance with Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 'S'J2" plywood is an acceptable substrate. Rail Rn(1riQteZ -------- - - - - -- -Metro Roof Tile 305 558 2608 SYSTEMS (CONTINUED) P. } 1 Product Control No ' 94- 1912,41 Deck Type: Wood, Non - insulated Deck Description: New construction 1942" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2":12" to 7 " :12" Note: System D Is only acceptable in this slope range. Underlayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, i'I32 plywood is an acceptable substrate. 0,1"1 T7 ntlP' 7 IP7 Metro Roof Tile SYSTEM LIMITATIONS 305 558 2608 P. 12 Product Control No.: 94- 1017,Q1. 1. The standard minimum roof pitch for Metro Roof' Tile's "Spanish S" high profile the shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Metro Roof Tile "Spanish S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System' 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Metro Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 12 Raul Rodriguez Metro Roof Tile DATA FOR ATTACHMENT CALCULATIONS 305 558 2608 P_13 Product Control No.: 44- 1017,41 Table 2: Restoring Moments due to Gravity - Mg (ft-Ibf) Table 1: Aerodynamic Multiplier - X (ft') Tile Profile 4 ":12" X (ft') Batten Application X (ft') Direct Deck Application Metro Roof Tile Spanish '8' Tile 0.29 0.31 Table 2: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 3 ":12" or less 4 ":12" 5 ":12" 6 " :12" 7":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Metro Roof Tile Spanish '8' Tile 6.70 7.10 6.60 7.00 6.46 6.84 6.30 6.67 4.08 N/A Table 3: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nail -On Systems — Tile Profile TILE APPLICATION APPROVED NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Metro Roof Tile Spanish 'S' Tile Battens N/A N/A N/A 26.80 N/A N/A N/A NIA Direct Deck 6.20 8.40 28.70 31.80 21.20 25.30 26.90 34.90 Table 4: Attachment Resistance Expressed as a Moment - MI (ft-tbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Metro Roof Tile Spanish 'S' Tile Mortar Set 24.50 Adhesive Set 66.50 13 Raul Rodriguez Metro Roof Ti DRAWING 305 558 2608 P. 14 Product Control No.: 94- 1017,01 METRO ROOF TILE SI'ANIsti'S' TILE'. 14 Raul Rodriguez • 4 Met r o Roof T i 1 e all D 305 550 2608 P. 15 MET IOPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING DUILDING Cope COMPLIANCE DEPA(ttMENt SUITE 1003 METRO -DADS FLAGLen BUILDING tae WEST FLAGLER STREET MIAMI. FLORIDA 03130.1503 (305) 075.2904 FAX (305) 376.2900 641 Ob. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (t 0) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. S. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in Its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This approval supersedes all previous approvals. Raul Rodriguez Product Control Supervisor DADE COUNTY BUILDING CODE COMPLIANCE OFFICE PROTOCOL PA 120 -94 ®1994 Metro-Dade Building Code Compliance Office SYSTEM #3: MODEL MORTAR OR ADHESIVE SET TILE SPECIFICATION INCLUDING APPROVED UNDERLAYMENT ASSEMBLIES Note: The following specification was developed for use within the jurisdiction of the South Florida Building Code. The following table provides the contractor with the choices available for underlayment systems. These systems can only be used on pitches designated in the tables below. Pitch of Roof Direct Deck Only Choice of Underlayments Plastic or compatible cement at nails . penetrating underlayment 2 ":12" to 7":1Z" 1. No. 30 or No. 43 organic base nailed to deck, min. Required 74# organic cap sheet in type Ill or IV hot asphalt. 2. No. 30 or No. 43 organic base nailed to deck, Product Control Approved min. 3.5 mm, SBS modified cap sheet in type IV asphalt, Product Required Control Approved for use under tile 3. No. 30 or No. 43 organic base nailed to deck, min. Required 74# organic cap sheet in Product Control Approved cold applied adhesive. 4. No. 30 or No. 43 organic base nailed to deck, approved self - adhered membrane bonded to the base ply. Required 5. Alternative / Component Approved Membranes. See Component Approval NOTE Roof pitches > 7":12" require all provisions of the Dade County Model Nail -on Specification. (See Dade County Protocol PA 119) . DIVISION 7 This guide specification covets Low Profile and High Profile Roof Tile (See Dade County Protocol PA 112 for • definition) using a minimum =" file headlap, or a designed limited headlap, *on minimum "/3," (reroofing) and '9 /3:" (new construction) solid decking nailed in compliance with the requirements of The South Florida Building Code. Page - 1 PA 120 07300 - Shingles and Roofing Tiles. 320 - Roofing Tiles. - Mortar -Set Tile Specification. This mortar or adhesive set tile specification is a model specification document developed to comply with the code requirements of the South Florida Building Code. It is important to recognize that these recommendations are neither warranties explicit or implicit, nor representative of the only method by which a mortar or adhesive set tile system can be installed. This document has summarized a guide method of installation of mortar or adhesive set tiles which has been developed from actual trade practice; trade industry recommendations and in compliance with the requirements of the South Florida Building Code. PART 1 GENERAL 1.01 Related Work Specified Elsewhere A. Rough carpentry - Section 06100 B. Roof and deck insulation - Section 07220 C. Flashing and deck insulation - Section 07600 D. Roof accessories - Section 07700 1.02 Quality Assurance A. Products 1. Concrete Roof Tile - In compliance with Dade County Protocol PA 112. 2. CIay Roof Tile - In compliance with ASTM Standard C 1167. B. Requirements of regulatory agency 1. South Florida Building Code, Chapters 23 and 34 - 1994 Edition. 1.03 Submittals A. Samples - tile type and color as selected. B. Manufacturer's literature - including product descriptions and recommended installation procedures. C. Tiie System Assembly Product Control Approval. Pace ? PA 120 D. The underlayment manufacturer's Roofing Component Product Control Approval, indicating approval for use with the tile system assembly. E. Roofing Component Product Control Approval for any roofing component used in installation which is not listed in the tile system assembly Product Control Approval. 1.04 Product Delivery, Storage and Handling A. Distribute stacks of tile uniformly, not in concentrated loads. B. When stacking tile on roof top prior to installation, install battens under nose of tile stacks where required in the underlayment Product Control Approval. C. Care shall be taken to protect the underlayment during the tile loading and stacking process. 1.05 Job Conditions A. Do not install underlayment or tiles on wet surfaces. B. Insure other trades are aware of precautions required when loading and stacking of tile, and their responsibility for protection of tile during and upon loading and stacking completion. C. Any punctures or tears in the underlayment which occur during the loading and stacking of tile shall be immediately repaired with like materials. 1.06 Warranty A. Materials - manufacturer's limited warranty against defects in roof tile for years. (NOTE: Fill in appropriate number of years'.) PART II PRODUCTS 2.01 Roof tile shall be manufactured by a manufacturer who has obtained Product Control Approval for use of the Tile System Assembly from the Metro -Dade Product Control Supervisor. A. Tile Manufacturer: I )1 te- " ju.tc B. Tile Type: I :is is provided for reference only. A warranty is not required under the provisions of the South Florida Building Code. Page - 3 'use PA 120 C. Accesso ry Tile Type: 4cp v`4, D. Surface Finish: aPi-a,ekkiL E. Color: W "'Ut, F. Approximate Weight: G. Roof tile shall meet or exceed the minimum requirements set forth in Dade County Protocol PA 112 for concrete tile and ASTM Standard C 1167 for clay tile. 2.02 Asphalt Saturated Roofing Underlayments A. Organic, type II, commonly called No. 30 or 30 #, specifically ASTM Standard D 226, type II organic saturated felt used as an anchor sheet. B. Organic, type I, commonly called No. 43 or #43, specifically ASTM D 2626 asphalt coated base sheet used as an anchor sheet. B. Mineral surface roll roofing felt minimum 74# commonly called 90 #, specifically ASTM D 249. C. Modified Bitumen single ply membrane in compliance with Dade County Protocol PA 104. D. Self adhered membrane in compliance with Dade County Protocol PA 103. E. Granular surface SBS modified bitumen membrane, minimum 3.5mm at the selvage edge, approved for use in the South Florida Building Code jurisdiction. 2.03 Membranes A. Organic - Asphalt impregnated cotton membrane, minimum 4" wide. B. Inorganic - Asphalt impregnated fiberglass membrane, minimum 4" wide. 2.04 Fasteners A. Nails - corrosion resistant meeting ASTM A 641 Class 1 or approved equal (i.e. hot dipped galvanized, aluminum, copper or stainless steel) of sufficient length to properly penetrate deck minimum 3/4" or through thickness of deck a minimum of 'lie", whichever is less. Fasteners shall be in compliance with Dade County PA 120 corrosion resistance testing set forth in Appendix 'E' of Dade County Protocol PA 114. B. Screw Fasteners- corrosion resistant fasteners formed from, coated or plated steel; silicone bronze brass; aluminum; copper, or stainless steel of sufficient length to properly penetrate the deck a minimum of or through a deck a minimum of 3/16 ", whichever is less. Screw fasteners shall be in compliance with Dade County corrosion resistance testing set forth in Appendix 'E' of Dade County Protocol PA 114. C. Storm clips and storm clip fasteners - refer to specific manufacturer's Product Control Approval. 2.05 Metal Flashing A. Flashing shall be minimum 26 ga., G -90 corrosion resistant metal - conforming to ASTM A 525 and A 90, or other metal or composition profile materials which are approved .under the South Florida Building Code, or have received Product Control Approval . B. Lead shall be minimum 2.5 lbs. per fr. 2.06 Adhesive / Sealant A. Asphalt plastic roof cement - conforming to ASTM D 4586, type II, non - asbestos, non - running. heavy body material composed of asphalt and other mineral ingredients. B. Cold process modified bitumen adhesive - conforming to ASTM D 3019, type II. C. Structural bonding adhesive - conforming to ASTM C 557 or ASTM D 3498. D. Asphalt - conforming to ASTM D 312, type III and IV. (Note slope requirements in Section 34 of the South Florida Building Code). E. Proprietary adhesive compounds in compliance with the requirements set forth in Dade County Protocol PA 110 and having Roofing Component Product Control Approval. A. Mora: mix shall have a Roofing Component Product Control Approval for use with the specific tie system being installed and shall be in compliance with Dade County Protocol PA 123. Pace - 4 %I- PA 120 vv. B. Mortar shall be mixed using the mixing ratio specified in the mortar manufacturer's Product Control Approval. C. Mortar flow shall be determined using a cone penetrometer test, in compliance with ASTM C 780 (Appendix Al), the results of which shall be 2'/8 ±' /g" (55 ± 3 mm) of penetration. 2.08 Eave Closure A. Prefabricated EPDM synthetic rubber conforming to ASTM C 1056. B. Prefabricated metal eave closure. C. Prefabricated concrete or clay eave closure. D. Mortar - color optional. 2.09 Coating A. Paint - color coordinated paint for painting tile, flashing and/or accessories, as required. B. Acrylic sealer - for point -up mortar (optional). C. Tint Seal - color coordinated sealer for staining tile or accessories as required. 2.10 Lumber A. Sheathing - material shall conform to APA rated sheathing. 1,, New Construction - 40/20 19/32" APA rated sheathing . 2. Re- roofing - 32/16 '542" APA rated sheathing. PART III EXECUTION 3.01 Inspection A. Verify that surfaces to receive underlavment and roof tile are uniform, smooth, clean. and dr.. Paze - 6 IDLY PA 120 B. Do not start roofing, installation until the Building Official has inspected and approved the decking installation 3.02 Underlayment Application - choose one of the following o '� f MOi9 —A two ply roof application commonly called a 'Hot Mop' system. The roof cover is terminated at approved metal flashings A No. 30 ASTM D 226, type II asphalt saturated anchor sheet shall be mechanically attached to the wood deck a with approved nails and tin caps spaced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor sheet, apply one layer of ASTM D 249 mineral surfaced cap sheet in a full 25 lbs /sq. ± 15% mopping of ASTM D 312, type W asphalt. Asphalt shall be applied uniformly so that the felts do not touch. Side laps shall be a minimum of 2 ", and end laps shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendicular to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slope unless otherwise approved in the Product Control Approval. A two pl oof application commonly called a 'Hot Mop' system. The roof cover is terminate • at approved metal flashings. A No. 43 ASTM D 2626, type II anchor sheet s be mechanically attached to the wood deck a with approved nails and tin cap paced in a 12" grid staggered in two rows in the field, and 6" o.c. at the laps. end anchor sheet a minimum of 4" up vertical surfaces. Anchor sheet side lap hall be a minimum of 2" and end laps shall be 6 ". Over properly installed anchor\sheet, apply one layer of ASTM D 249 mineral surfaced cap sheet in a full 25 lbs/s ± 15% mopping of ASTM D 312, type IV asphalt. Asphalt shall be applied unifo y so that the felts do not touch. Side laps shall be a minimum of 2 ", and end la shall be 6 ", and back - nailed 12 "o.c. Anchor sheet shall be installed perpendic to the roof slope, mineral surfaced top ply shall be applied parallel to the roof slops unless otherwise approved in the Product Control Approval. C. Hot Mop 30 / 'Modified Cap' A two ply roof application commonly called a 'HT Mop' system. The roof cover is terminated at approved metal flashings. A No. 30N6STM D 226, type II asphalt saturated anchor sheet shall be mechanically attachd to the wood deck with approved nails and tin caps spaced in a 12" grid staggere' in two rows in the field, and 6" o.c. at the laps. Extend anchor sheet a minimum of " up vertical surfaces. Anchor sheet side laps shall be a minimum of 2" and end laps.shall be 6 ". Over properly installed anchor sheet, apply one layer of Product Control Approved, minimum 3.5 mm, mineral surfaced SBS cap sheet in a full 25 lbs /sq. ± 15% mopping. of ASTM D 312, type IV asphalt. Page -7 JUL': Pt1 120 A. Edge metal shall be installed at perimeters over a two ply underlayment system. The metal profile shall be placed in an 4" continuous bed of ASTM D 4586, type II flashing cement and fastened 4" o.c. with #12 ga. x 11/4" annular ring shank; corrosion resistant roofing nails, placed 1" from the top edge of the deck flange. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped an- minimum of 4" in a bed of approved flashing cement. The metal and granular surface cap sheet shall be joined with a '4 " bed of flashing cement and a 6" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. As an alternate, the metal may be stripped in with a 6" strip of torch, hot asphalt or cold adhesive applied modified bitumen. Joints shall be feathered with adhesive to enhance water flow OR, A. Edge metal shall be installed over the anchor sheet at all perimeters in a maximum 4" continuous bed of ASTM D 4586 , type II flashing cement and fastened 4" o.c. with 412 ga. x 11/4" " annular ring shank, corrosion resistant roof nails placed not greater than 1" from the outside edge of the deck flange. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped an minimum of 4" in a bed of flashing cement. The mineral surface cap sheet shall be bonded to the metal with ASTM D 312, type IV asphalt. B. Continue from cave up rake /gable in same manner, insuring water shedding capabilities of all metal laps. C. CARE SHALL BE TAKEN NOT TO COMBINE HOT ASPHALT WITH FLASHING CEMENT. 3.04 Valleys - choose one of the following A. Pre formed or rolled metal, minimum 16" finished width, shall be placed in the valley --and shall be installed in a maximum 4" continuous bed of ASTM D 4586, type II flashing cement and fastened 4" o.c. with 12 ga. x 11/4" annular ring shank, corrosion resistant roof nails placed not greater than 1" from the outside edge of the valley metal. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped a minimum of 4" in a bed of approved flashing cement. The metal and granular surface cap sheet shall be joined with a ' IS" bed of flashing cement and a 6" strip of asphalt saturated cotton or fiberglass fabric. The fabric shall be fully embedded in the flashing cement. As an alternate, the metal may be stripped in with a 6" strip of torch applied modified bitumen. OR. JULY Page - 10 PA 120 A. Pre - formed or rolled metal, minimum 16" finished width, shall be placed over the anchor sheet in the valley and shall be installed in a maximum' /8" continuous bed of ASTM D 4586, type II flashing cement and fastened 4" o.c. with 12 ga. x 11/4" annular ring shank, corrosion resistant roof nails placed not greater than 1" from the outside edge of the valley metal. All bonding surfaces shall be fully primed with ASTM D 41 primer. All joints shall be lapped a minimum of 4" in a bed of flashing cement. The mineral surface capsheet shall be bonded to, the metal with ASTM D 312, type IV asphalt, in a woven manner. B. CARE SHALL BE TAKEN NOT TO COMBINE HOT ASPHALT WITH FLASHING CEMENT. 3.05 Flashing and Counterflashings at Wall Abutments A. Install "L" metal, minimum 4" x 5 ", flush to base of walls with the 4" flange on the roof deck. Flashing shall be installed over the base underlayment and nailed at 6" o.c. within 1" of metal edges. Lap joints 4" and apply approved flashing cement between laps. Start at lower portion and work up to insure water tightness. B. Seal along top edge of vertical flange, covering all nail penetrations with approved flashing cement and membrane where required. C. When installing counter flashing, lap top flange of base flashing minimum 3 ". Nail metal within 1" of metal edge minimum 6" o.c. or set into reglets (secured properly) and thoroughly caulk. Lap joints minimum 3" and apply approved flashing cement between laps. D. All head flashing shall be installed on top of the cap sheet (top ply). Insure the deck flange conforms to the pitch of the roof and extend minimum 4" onto deck. Seal along edge with flashing cement and fabric. E. Install apron flashing a minimum 4" on tile surface. Nail vertical flange on flashing 1" of metal edge and secure as necessary. Lap metal 6" and seal laps with approved flashing cement. 3.06 Standard Curb Mounted Skylights, Chimneys, Etc. A. Install in compliance with regular flashing installation procedures. See Section 3.05-A-4 above. Page - 1 1 • PA 120 Note: For self curbing or prefabricated skylights refer to skylight manufacturer's installation instructions and the Roofing Component Product Control Approval. The Product Control Approval shall take precedence. 3.07 Pipes, Turbines, Vents. Etc. A. Apply approved flashing cement around base of protrusion and on the bottom side of metal flanges sealing unit base flashing to deck. B. Nail and secure all sides of base flashing within 1" from edge. Make certain base is flush to deck. 3.08 Top -ply (commonly called cap sheet) A. All cap sheet shall be installed in compliance with the cap sheet manufacturers published application details. Apply hot asphalt or approved adhesive between plies of roofing felt so that no felt touches felt. Back nail using approved tin caps and roofing nails spaced at a maximum of 12" o.c. at side laps and 6" o.c. at the end laps, approximately 1" from edge of the top ply. B. Apply each succeeding course in same manner, allowing minimum 3" side lap. C. Overlap hip and ridge minimum 6 ". D. Insure weave pattern in valley or trim maximum 4" past nail penetrations. When using pre - formed valley metal, seal edge of the cap sheet with approved flashing cement and membrane. E. Prime all metal flashings and roof protrusions to insure a weatherproof application. F. Trim any felt overhanging at eave and gable. G. Cut any fishmouths and seal with approved flashing cement and membrane. H. Apply approved flashing cement or hot asphalt along edge of felt wherever it meets wall bases. Note: Each tile manufacturer requires specialty accessories. Their accessories shall be installed in compliance with the tile system assembly Product Control Approval. 3.09 Tile Installation Methods P- L : PA 120 Page - 12 Note: Installation instructions set forth in the tile system assembly Product Control Approval shall take precedence. A. Layout - horizontal I. Chalk horizontal lines beginning one tile length from eave less desired overhang. Overhang shall be' /." to 2 ",. depending on tile type, use of gutter, or other functional requirements. 2. For batten installation only, chalk horizontal line 1" to 1/2" from ridge. 3. Chalk succeeding lines for a minimum 3" headlap unless restricted by product design. 4. Increase headlap when necessary for equal course spacing, or as needed for unusual application conditions. B. Layout - vertical - choose one of the following 1. Staggered/cross bond tile installation - recommended for flat tile . a. Gable end i. Chalk vertical lines one full tile and one half tile width plus 1" to 2" from starting gable to accommodate rake tile. OR, i Chalk verticals lines one full tile and one half tile width plus 1/4" from starting gable to accommodate flush finish. ii. C aik additional lines, if necessary, to maintain alignment. OR, Chalk rtcal line 90 degrees from eave line. ii. Chalk second line parallel to first to . accommodate staggered/cross bonded tile. iii. Chalk additional lines, if necessary, to maintain alignment. Page - 13 JULY PA 120 1. Straight bond tile installation - not recommended for flat tile a. Gable end i. Chalk vertical line one full tile width plus 1" to 2" from starting gable. ii. Chalk additional lines, if necessary, to maintain alignment. b. Flip roof aL i. Chalk vertical lines, if necessary, to maintain alignment. C. Tile Installation 1. Stack tile to facilitate installation and minimize tile movement. Tile stacks shall not be greater than ten high. Battens shall be placed under the nose of tile stacks where required by the underlayment Product Control Approval. 2. Eave treatment - choose one of the following three options a. Prefabricated Rubber Eave Closure - install closure strip along eave in compliance with the tile system assembly Product Control Approval. OR, a. Metal Eave Closure - install closure strip along eave in compliance with the tile system assembly Product Control Approval. OR, a. Raised Fasc aJ Wood-Starter Strip- when using a 1%" raised fascia, a 2" x 2" wood starter step must be installed behind fascia. i. Install fascia board approximately 3/4" above roof deck or a 1" x 2" wood starter strip at roof edge. ii. Install 8" tapered cant strip at eave behind fascia and/or starter strip to support metal flashing when using drip edge. Tapered cant strip is optional when using anti - ponding metal. iii. Install a minimum 8" wide anti- ponding metal flashing of to insure positive drainage over fascia'starter strip. Nail top edge of flange onto roof. iv. Apph• underlayment as per Section 3.02 Page - 14 JULY PA 120 Low Profile and High Profile Tile Note: Mortar or adhesive set tiles applied at an incline of 4 ":12" to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate the first three courses shall be applied in mortar or adhesive over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3/8" which is mechanically attached to the deck with not less than one roofing nail every square foot. For pitches from 6 ":12" to 7 ":12" every third tile of every fifth course, beginning at the eighth course shall be nailed. A. Starting at lower left corner (facing down roof) install first course of tile. Make certain all tile overhangs drip edge evenly along entire first course. • B. Bond and/or secure field, perimeter and corner tile in compliance with the tile system assembly Product Control Approval. C. Cut/break tile for proper staggering of tile courses when using the staggered/cross bond method of installation. - D. Set tile in stepped course fashion or in a horizontal and/or vertical fashion when utilizing straight bond method. E. Lay succeeding courses of field tile in same manner. F. If the tile system assembly has been tested for wind characteristics in compliance with Dade County Protocol PA 108, the tile shall be attached to resist the aerodynamic moment determined using the design pressures for the building, determined under Chapter 23 of the South Florida Building Code, and the attachment calculations set forth in Dade County Protocol PA 115. Confirmation of bonding performance shall be determined by the Building Official in compliance with Dade County Protocol PA 106 not less than 30 days after project completion. G. If the tile system assembly has not been tested for wind characteristics in compliance with Dade County Protocol PA 108, the tile shall be attached to resist the required uplift force determined using the design pressures for the building, determined in compliance with Chapter 23 of the South Florida Building Code, and the attachment calculations set forth in Dade County Protocol PA 115. Confirmation of bonding performance shall be determined by the Building Official in compliance with Dade County Protocol PA 106 not less than 30 days after project completion. H. Cut/break field tile to form straight edge at center of hip /ridge. Page - 15 JULY PA 120 I. Mortar application: Low, High and Flat Profile Tile. 1. Set tile in a bed of approved mortar. Apply full 10" minimum length mason trowel full (approximately 4.5 to 5 pounds dry weight) of mortar vertically under pan closest to underlock of previously installed tile. For flat tile place mortar or adhesive adjacent to underlock of previously installed tile. Mortar should be placed from head of tile in previous course to head of tile being set. Do not apply mortar under headlug of tile, or onto the underlock of adjacent tile which may create a tilted or cocked tile. Mortar shall be placed in general compliance with the detail drawings attached to the tile system assembly Product Control Approval. 2. Use half starter /finisher tile when provided or cut/break tile for proper staggering of tile courses when using the staggered/cross bond method of installation. 3. Set tile in stepped course fashion or in a horizontal and / vertical fashion when utilizing straight bond method. 4. Lay succeeding courses of field tile in same manner. Bed of mortar or adhesive should make contact with head of the lower course of tile and underside of tile being set. J. Mortar application- Two -Piece Barrel Tile. 1. Apply 10" mason's trowel full of mortar (approximately 4 to 5 pounds dry weight) vertically over chalk line and under center of each pan with narrow end facing down roof. 2. Place bed of mortar or adhesive along inside edges of pans and set covers with wide end facing down roof. 3. Point mortar or adhesive to next acceptable straight -edge finish insuring good strong contact along edges. 4. Lay succeeding courses of field tile in same manner. Bed of mortar or adhesive should make contact with head of lower course of tile and underside of tile being set. K. Adhesive set Application 1. Apply adhesive material to the underlayment and/or tile in strict compliance with the Product Control Approval. Page - 16 JULY PA 120 2. Placement of adhesive shall be in compliance with the detail drawings attached to the Product Control Approval. 3.11 Valleys Note: It is not recommended to install trim tile in valleys. It may be necessary to remove the lugs from the field tile at walls and valley flashings for proper positioning of cut field tiles. A. Standard Roll Valley 1. Closed Valley - Miter tile to meet at center of valley. 2. Open Valley - Chalk a line minimum 2" on both sides valley center. Place bed of color coordinated mortar along outside edge of chalk lines. Miter tile to form straight border and point to match tile surface. OR A. Pre - formed Metal Without Returns 1. Closed Valley - Miter tile to form straight border on either side of water diverter. Open Va1le� Iitetttile to form straight border on either side of two water diverters. 3.12 Hip Starter - choose one of the following A. Prefabricated hip starter 1. Miter tile as hip starter to match eave lines. OR .�1s�stan er. 3.13 Hip and Ridge Installation- Choose one of the following A. Set hip and ridge tile in a continuous bed of color coordinated mortar, lapping tile minimum 1 ". Insure bed of mortar does not protrude in center of hip or ridge junction. Approximately 1" of field tile shall extend beyond bed of mortar. Point mortar and finish to match tile surface. OR, Page - 17 JULY PA 120 A. Mechanically fasten hip and ridge tiles to nailer board. See section 3.16. B. A ridge vent or venting within 18" of ridge is required on all tile applications using self adhered underlayment direct to deck. Ridge vents shall have Roofing Component Product Control Approval. 3.14 Nailer Boards - as required by some tile system assemblies A. Install salt pressure treated nailer boards secured directly to trusses. B. Install self adhered membrane over nailer board and seal to tile surface. Care should be taken to ensure no self adhered membrane is exposed to sunlight. C Fasten with nails or screws of sufficient length to penetrate minimum of into each truss. D. Use approved adhesive or clips at overlaps. 3.15 Rake /Gable Tile A. Rake /Gable Tile 1. Install first rake tile to exposed length of first course of field tile with factory finish of rake tile towards the eave. 2. Nail rake tile with minimum two 10d hot dipped galvanized or non - ferrous nails, or of sufficient length to penetrate the framing a minimum of 3/4 ", whichever is more restrictive. 3. Abut each succeeding rake tile to the nose of the field tile above and maintain a constant headlap. B. Metal Finish 1. Install prefabricated gable metal with 1" water return. 2. Fasten by clipping 24" on center. Note: Rake tile application at finishing end may need special consideration to provide proper drainage, i.e. flashing or sealant may be needed. Refer to tile system assembly Product Control Approval. 3.16 Wall Abutments JULY Page - 18 PA 120 • A. Cut tile to fit approximately %2" to base of walls. Point -up mortar not recommended. Note: It may be necessary to remove the lugs from the field tile at wall flashing for proper positioning of cut field tiles. 3.17 Plumbing Stacks A. Metal Finish 1. -Cut tile to fit close to plumbing stack. Over plumbing stack install a lead pipe flashing. Pipe flashing shall have a minimum 18" x 18" base. Flashing base shall be set in approved adhesive and form fitted to match the tile profile. Install pipe flashing in such a manner to allow shedding of water. The ridge edge of the pipe flashing base shall be installed under the nose of the tile above. Note: Rigid corrosion resistant metal may be substituted for lead on flat tile installations. 3.18 Coatings - optional A. Acrylic sealer may be applied to exposed mortar as in accordance with the Tile System Assembly as outlined in the Product Control Approval. B. Color coordinated paint may be applied to all metal flashings. 3.19 Tile Replacement A. Damaged Tile 1. Break out and replace damaged roof tile. Do not disturb underlayment. Repair underlayment if necessary. 2. When battens are used, drive nail flush to batten with hammer and flat bar. 3. Apply minimum of 3/8" x 2 bead" of approved adhesive on tile in course below replacement tile. 4. Immediately set replacement tile in position assuring proper contact. B. Small Valley and Hip Cuts Page - 19 JULY PA 120 • 1. Elevate nose end of tile in course above small cut tile, apply a minimum of 3/8" x 2" bead of approved adhesive at head of cut tile. 2. Immediately set tile in course above in position which assures proper contact. Note: For roof pitches >7 ":12" , mechanical fastening is required. Refer to tile system assembly Product Control Approval. 3.20 Clean-Up A. Remove all broken tile, debris and excess tile from roof. 3.21 Miscellaneous recommendations • A. Instructions shall be given to all parties involved cautioning against traffic of any kind allowed on finished roof. Damage to roof tiles and/or sub -roof may result. Refer to tile system assembly Product Control' Approval for proper procedures for traffic on roof tile. Page - 20 JULY PA 120 ADDRESS 442 N, E, 103rd St. LEGAL lots 7-6,Bik•92, ICS #4 RECORD GARBAGE TAX ettoce.. 4.49.1.50 PAID BY_ YEAR ANNUAL TAX PERIOD USED - -- _AMOUNT -PAID -.- - - - DATEPAIb — RECEIPT - NUMBER / Fs M. Gray' co) /9sa /.2 , od 42,-3/- .i X ID /I J�. Tro -6I s/ •;a s 77 -J7 /'5f - ®a aWNS TAME GRAY, F. M. PRESENT ADDRESS LICENSE NO. 117 N. E. 58th Terrace fittiiiiag, PHONE NO. JOB LOCATION (ST. OR AVE.) 442 N. E. 103rd Street LOT 7 & 8 BLOCK 92 SUBDIVISION Miami Shores Sect. #4 GENERAL CONTRACTOR Stobs Brothers ADDRESS 7010 N. E. 4th Court PHONE NO. 7 -4431 LICENSE NO. 3386 BUILDING PERMIT NO. 8713 DATE 1/5/50 ?'� _ - PERMIT FEE $ 21.00 BU ILDi;R -BOND NO. 934 DATE 1/5/50 ZONE REQUIREMENTS 181500 CU. FT. PLAN CUBE 26,883 CU. FT. EST. COST $ 17,000.00 DRAWINGS, SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: JDg .' DATE 1/5/50 X NEW CONSTRUCTION TYPE - I CBS -.- J STORIES _ - - ROOF CONSTRUCTION m ,Lila INTERIOR CONSTRUCTION Oak Floor — Plaster W � REPAIRS DESCRIPTION Liv — Din Rm — Encl. Porch — Kit — 4 Bed Rms — 2 Baths — 1 car att. gF ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. 878 / ISSUED 4/ 19/50 T BY tlD I TO P.M. Gray, 442 NE 103rd St. BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE BUILDING INSPECTIONS INSPECTIONS ,� DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDA ION 2 0 JDH BEAMS &i 1NTELS . r0 JAI I _' FRAMING' Itl 20 0 MAI_ ®_ `� y {� .., � DWI FINAL CLEAN -U • I -® 'I P MBING PERMIT & INSPECTIONS CONTRACTOR ?' A = P1Umbif' 0 • • PHONE , PERMIT 8 p 8 (' DATE 1 I 0 �g F E $ 12. / II•. NEW BLDG. X LTERATION COITION R PAIRS SPECIAL PERMITS PERMIT NO DATE FEE TEMPORARY SERVICE $ SEPTIC T NK p 8 777 • 19 0 9 1 i $ .00 SEWER 1, $ SOLAR HEATER $ GAS $ Soaka :.: Pit i" pg 8820 _!2 $ 1 01) INSPECTIONS IIi DATE BY E- INSPECT BY RE- INSPECT BY ROUGH! G •f` 0 JDA I 0 JDi GAS SEWER I SEPTIC TANK 3. 0 JDH I�_ SOLAR H' :ATER I FIXTURE; Soaka.'e Pit E 11111M51Ral =.CTRICAL PERMI = & INSPECTIONS S ECT IONf3 CONTRA•TOR • Q • orne - U8 P ONE IO PERMIT N. 9 / • DATE 0 0 FEE $ • NEW BLDG. X TERATION • DDITION R PAIRS SP IAL PERMITS "''��!!77 �]] i • �r� ;;j�li a4_ *TEMPOR4�I:7ii�31I� PERMIT NO p 87•o ■ ■� DATE � 0 FEE 1,00 H. W. HEATER CONN. ■ $ R , NGE CONN. $ MOTORS $ FIXTURES $ INSPE' IONS DATE BY BY ` E- INSPECT BY RE- INSPECT BY TEMP. S ,-VICE !` L'i/II Dffi %=--..=6 ROUGHING I 20 r0 JD' H. W. HEATER CONN _ RANGE C•NN. FIXTURES & FINAL MT 0 •H APPROVAL. TO POWER O. FOR SERVICE DATE SY II 1 -ALUFAEi HURRICANE SHUTTEr(S, INC. 2349 N.W 147th Street • Opa Locke, FL 33054 (305) 688 -4701 • Fax (305) 688 -8033 ORDER NO. SOLDTO • 'CJ 0 . /la tie' ..5 i1 •.... JOBADDRESS 4-v ' HE / 0 3 >'ti PHONE • 3.c. - 3366 H.P. (740 DATE .11.110 FAX CITY / /�'�'�✓ _�' f .t 1�1 Q . 199 MAILING ADDRESS CITY CONTACT APPROX. DEL. ,DATE . PHONE . i• TERMS OF PAYMENT BEEPER . . This contract. is subject to covenants and conditions on the reverse side hereof. This contract is the complete agreement between. parties and no terms, conditions, contingencies, materials or work shall be expected of either party except as expressly provided for herein.. • COLOR ..MK No. . OPENING :...WIDTH OPENING HEIGHT QUANT.: FLOOR PRODUCT NOTES `rr r::e .64 L 101 T5,1 Y- ,v ��yw 7� S 31.1 r 51 1 C /d 0 II f2 `2 S 32 1 3 . .I 5q 1?, 1)11 .Si N ' . V 16 ?.6 U 1� -I ( • .0 Ip S ,p S: 4 t: �r,G,t,4C ?tea t.s t' I y?G2 /C19r1 L �.�. n(A::S. .' koSS t1.4 e 4. .Ay'i o ANY CHANGES AFTER FINAL MEASUREMENTS WILL BE CHARGED ACCORDINGLY - • This proposal does not become a contract until acxiepted °and signed b an ofoer of the Contractor and If notaccepted, any bash payment %4l be returned. Contractor expressly reserves all contractors, mechanics end material man's lien which may bq asserted under any provisions of law to secure payment of the contract price and may assert and fix the same as a lien upon the real property •on which Insiallatlon is made: Purchaser agrees Si Supply electrical power at job site. • ' Section 501.025, Florida Statutes (Consumer Protection) provides that "... the buyer has the right to cancel a home solicitation sale until midnight of the third business day after the day on which the buyer signs an agreement .. " I/We have read the foregoing proposed contract and accept the same on the terms and conditions printed on the reverse side and as stated abov Purchaser V �4 Y7 Date I / f"�' £ THIS PRICE IS BASED ALUFAB HURRICANE SHUTTERS,INC. By !S . AL-. ON DIMENSIONS SHOWN SUBJECT TO TERPIS AND CONDITIONS ON REVERSE SIDE Total Cash Price $ Sales Tax / 3'6 Permit L) / u Total Contract $ 1-3 ]{" / 3 Deposit$ Difference $ U O-. • 37 -SO A10 WifigligUa A • axe A - OATA O0. ANTA.t Pb MCC OWN:0 Of, IN 110013 1440. SCSOAWASK. gAALpp�DuA�pp Oa.- Mb 900K _ ari. + 3�• arwaili4l- By LI DORatS OVAAT- CO. ZOFF E 01.. A.cT1a r a1 t1YGMC tM�Iy▪ MI A. MOM MC Caw COMP. COMM rT,• OMA▪ I- OON �$ • fd /L.1 PI - h - S.9 r. a 1 oft' .9. "9. /of 7 Lot 6 92 D w m •i FOR. 14DSHEINI PIONEER SURVEYORS. ING SKETCH OF SURVEY a. TYPE OF amens BOUNDARY .308 9 03 -19510 DATE. 1210/93 SCALE. 1".20' 4 ADDRESS. 442 N.E. 10300 STREET RURI. FL.33138 FLOOD ION& X ma FLOOD ELEVAJDN. J C:PJti 1252 0083 G 1/20/93 LEGAL DESCRIPTION. LOTS 1 ANDS IN BLOC' 02 OF AMENDED PEAT OF RIANI SHORES SECTION NO. 4 ACCORDING 10 THE PLXT THEREOF A5 RECORDED IN PLAT BOON 15 4T PRCE 14 OF THE PUBLIC AEGDR05 OF DRDE COMM, FLOR10A. iv a¢ LOWEST FLOOR ELEVATION. GARAGE ELEVATION, FG= :4O ---' krh` 8/o ck It-1� �c 9 r3 . , %J 0.0 yi Dr 9 Lot 8. Lot 9 /oc.c ts*� 37 -3 2 a ✓v $`T Block T a55101144 r T °PO�rar'" T ° et PtA.• P.>d.tlQrr NWT- 3D� to W `... mR. See EOM r2 trilar III. eT pia xs a73 Rs n L. rbilydec sr. L4 'Da %LF stt• LD L► ..1 u1A9. A TA/ri'MC POMPAMICM3 FP. MOO Secs r3►( w Kamm PALI�.00f k. Bow TALVE I t OP.a6T3;• 0444 IA4 an ate mar • weaken TAti 1/Wet a• YO CERTIFIED TO; RDBEIT 0O38SEIR CRRISTOPHER P. KELLEY ATTORNEYS' TITLE INSURONCE FUND, • INC. BANCBDSTON NDRTGAGE COIPOSATION NOTE! /M.ESA anco se 9174 44E4E194 roe:941.01PAE M07ESsL�pfgP.tL't ►p�T( � Fop_ LOiii Ortflfe9L00WPD l�M7LLfMYiFF� awe �>t N1r r.07H6. RAT K tWT�Cd10... p1 ML T013E PAQ P AE OOLLarill�RL77 Tea MOAT 44$ 44330,8044031(419100w334SURPOSI MIK 4544 003. mums Text GRAum [aT1(b.1 b. 1 Piavetn0+D0Usa NA3Rameso ICS. . CERTIFICATE.* 3 444413Y CSRTF? 1NAT T109 94PXYSr WETS THE 9Ntlt TE • . AMABO& AS SET F09T9 BY TIE rt. t5 _._:+1'- LAND 318?• STA AP EVE • TD ME BEST 51184EYOR on. 2873 •32. rolLTSOOD. PL 330,34. L - EE P`. MOO TAFF 41; 0001 $44.-.3911 gig x,57f //o a .38x �o Rio" 75' X57Ve / /Ov 38A 54 / /Of 36x5 /'k //O •i 4ZBX.3551/2 77* 40 "X8234 ' /4q,x6¢ r ieo.tv?' !wale„ /lO .wx 5/42 / /Qv 38 xsi /2 e/¢x38* / /o'i 448X3512 77+ 7%X2642 76x52 MO" j/h x .79 I/O" ¢8x55 //Oy 37X 38 PBX5� 24054 //O n of' size //c// / #r Aso PE GR1 METRO•DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING - 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Alufab, Inc. 2341 Ali Baba Avenue Opa Locka FL 33054 Your application for Product Approval of: Galvanized 18 ga. Steel Storm Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Tilteco, Inc. Drawing #94 -69, Sheets 1 thru 4 of 4 datd 3/31/94 revised on 8/16/94, signed &sealed by Walter A. Tillit Jr.,P.E.; Hurricane Engineering & Testing,Inc. Test Reports #SET7-94 -73 dated 4/29/94, HETI -94 -74 dated 3/29/94 and HETI -94 -147 dated 6/15/94, signed &sealed by Arshad Vigar, P.E. • has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0721.08 (supersedes No.: 93- 1129.04) (..62417 Expires :03 /14/97 r a il Di. n., P.E. 'roduct Control Division Supervisor THIS IS '113E COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. ! , %..: 5 . :., i0 anger, • . r Director Building Code Compliance Dept. Annroved:OR /29/94 -1- Metropolitan Dade County ,Alufab, Inc. ACCEPTANC 'O.: 94-07 1.08 . AUG 2 9 1994 1. DESCRIPTION 1.1 APPROVED EXPIRES : Mar 14. 1997 NOT CE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a galvanized 18 ga. steel storm panel designed to comply with the South Florida Building Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: a. Non - coastal building zone. b. Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No.94 -69, using galvanized 18 gage (.050" thick) steel, with Fy = 49 ksi inin. after rolling, conforming to ASTM A 446 -91 Structural Quality, minimum grade C, with a G 90 minimum coating. 2.2 Panels have a nominal width of 12.00" and a total width of 13 5/8 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6005 -T5, 6063 -T5 and 6063 -T6, 2" x 2" x .125" angle and extruded parts; and galvanized steel channel. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel (span) height: 3.1.1 7'- 5" (89 ") for Ceiling/Inside Mount . 3.1.2 7'- 10" (94 ") for Wall Mount and Build -out Mount; to be installed only as outlined on drawing No. 94 -69 Sheets 1 thru 4 of 4. 3.2 Minimum separation to existing glass to protect shall be: 2 1/16" 3.3 Maximum clearance between top of panel and inside of header shall be 1/8" 3.4 Special Requirement: None 4. INSTALLATION 4.1 The panels shall be installed only in the following conditions: a. Wall Mount The panels are secured at the top inside an extruded aluminum "h" header (Part 2 Header), which is anchored to the wall, and secured at the bottom to the continuous extruded aluminum sill (Part 4 Sill), using aluminum clips (Part 5 Locking Pin) spaced at 6" o.c., as shown on approved detailed drawings No. 94 -69 Sheet 2 of 4, "Wall Mounting Installation - Section 1", bearing the Dade County Product Control approval stamp. b. Ceiling/Inside Mount The panels are secured at the top, inside an extruded aluminum "U" header (Part 3 Header), which is anchored to the inside of opening; and secured at the bottom to the continuous extruded aluminum sill (Part 4 Sill), using aluminum clips (Part 5 Locking Pin) spaced at 6" o.c., the sill is - 2 - Gil Diamond, P.E. Supervisor Product Control Division ' ' Alufab. Inc, ACCEPTANC TO.: 94 -07 1.08 APPROVED : AM 2 9 1994 EXPIRES Mar 14. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS fastened using 1/4 " -20 x 1 1/2" studs w/ washered wingnut spaced at 6" o.c., to a continuous 3" x 2" x 1/8" aluminum angle which in turn is anchored to the poured concrete slab, as shown on detailed drawings No. 94 -69, "Ceiling and Floor Mounting Installation - Section 2 ", bearing the Dade County Product Control approval stamp. c. $uildout Mount The panels are secured at the top, inside an extruded aluminum "U" header (Part 3 Header), which is fastened, using 1/4" - 20 x 1/2" machine screws w /nut and washer spaced at 6" o.c., to a continuous 2" x 4" x 1/8" aluminum angle used to provide the buildout and which is anchored to the wall; and secured at the bottom to the continuous extruded aluminum sill (Part 4 Sill), using aluminum clips (Part 5 Locking Pin) spaced at 6" o.c., the sill is fastened using 1/4 " -20 x 1/2" studs w/ washered wingnut spaced at 6" o.c., to a continuous 1 1/2" x 2 1/2" x 1 1/2" 18 ga. steel channel (Part 7 Channel) which in turn is anchored to the wall, as shown on detailed drawings No. 94 -69, Sheet 2 of 4 "Wall Mounting Installation - Offset - Section 3" and "Alternate Wall Mounting Installation - Sill - Section 1", bearing the Dade County Product Control approval stamp. d. ,Any combination of the above. 4.2 Anchorage of the aluminum headers and angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawings No. 94 -69. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: a. This Notice of Acceptance. b. Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. c. Duplicate prints of approved drawings No. 94 -69, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 This revision supersedes Notice of Acceptance No. 93- 1129.04 dated 03/14/94. G. Diamond, P.E. upervisor Product Control Division 2a - • Alufab, Inc. ACCEPTANC TO.: 94- 0721.08 APPROVED : am 2 9 19 9 4 EXPIRES Mar 14. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 • SATISFACTORY HETI -94 -74 Max.. 2 1/16" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +65 PSF HETI -94 -74 +50 PSF HETI -94-74 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -95 PSF HETI -94 -74 -73 PSF HETI -94 -74 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +75 PSF HETI -94 -73 +50 PSF HETI -94-73 Max.. 0.64" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -99 PSF HETI -94 -73 -66 PSF HETI -94-73 DESIGN PRESSURE RATING +50 PSF -66 PSF 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI - 94-74, dated March 29, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.2 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -147, dated June 15, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.3 Test report on Uniform Static Air Pressure Test of galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI- 94 -73, dated April 29, 1994, signed and sealed by Arshad Vigar, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -69 Sheets 1 thru 4 of 4, prepared by Tilteco, Inc. dated 03/31/94 revised on 08/16/94, signed and sealed by Walter A. Tillit Jr., P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report pending. 8.3.2 Tensile Testing Report prepared by ARL, Applied Research Laboratories, dated 07/06/94 for .050" thick galvanized steel. it Diamond, P.E. upervisor Product Control Division -2b- ,A,lufab. Inc. ACCEPTANC''NO.: 94- 0721.08 AIiG 2 9 1994 APPROVED EXPIRES Mar 14. 1997 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re -sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. 1 Diamond, P.E. upervisor Product Control Division 3 I • V I 3 7. 50' LEGEND AND ABBREVIATIONS. A BR- BCED• CNL- OM* CONC. - .�O • / ✓t S 4Ye, c, fltiA Lot- c tot 7 32.85' v/s .8. / o c k 92 J /o. CO' • 21, 501 k y 4 01 td, I\ /0.60' .?2.60 clv G/S I is 11 0.20 90 02' , 51 Z> t //, 50' U, FOR. MOSHEIM ■ TYPE OF SURVEY' BOUNDARY PIONEER SURVEYORS, INC. SKETCH OF SURVEY JOB * 93 -19510 DATE' 12/8/93 SCAL■ 111=20' * ADDRESS. 442 N.E. 103RD STREET MIAMI, FL.33138 o FLOOD ZONE' X C.P.N.# 120652 0093 G LEGAL DESCRIPTION' LOTS 7 AND 8 IN BLOCK 92 OF THE PLAT THEREOF'AS RECORDED IN DADE COUNTY, FLORIDA. "..c•2 4 iv 04 BASE FLOOD ELEVATION' LOWEST FLOOR ELEVATION* 1/20/93 GARAGE ELEVATION' Block ,4: 1, 3 &t id 4 arA /1.00' `ri 11510h. N ZS.10' ARC A • DELTA OR CENTRAL FC• BAOC OF WALK BEARING BROWARD COUNTY MENENG7�NG DEPART - CAL ATO44BBASNSN CHORD CABLE TION BOX CENTERLNE CUT L CENTEN CONOIETE AN&E FD- D8.- DEED BOOK GM- O.C.P.WD: DADE COUNTY PUB- IDI- UC WORKS DEPART- MENT D.E... DRAINAGE EASEMENT DA., DRILL HOLE te= END OF EL EV TION� EM- ELECTRIC METER EMH• ELECTRIC MUNOLE E.T.. ELECTRIC PTA T FORMER // G Lai" loot N• Ni0- ORS.- 0Ol44. • iR• FENCE CORNER FOUND FRE T_RANT GAS ME TIR ILL TION MEASURED MANHOLE NAL NAL 1 OLEO OFFKIAL RECORDS BOOK =EWE FOUND IRON ROD NA 4o* 23X- OIL- ON LIE P8.- PLAT BOOK P.C.- POINT OF CURVATURE PERMANENT CONT- PG.- PAAGGEPOINT P1• PONT OF INTER - SECTION 1IN- PP1I., R PARKER OPERTY Lie P.011.• P.08.- PONT or BEGINING P.O.C.• PONT OF C01AIOIO G P.- POWER PRO. PCNT P OF REVERSE CURVE PMHT• PAVEMENT /o c� 375 fii ✓ti � �2 2. B la c k PM& PERMANENT REFER- ENCE MONUENT P.T.• PONT OFF TMNGENCY RAD.• RADIUS REF. COR• SET CAPPED IIY COR' ?LS 2173' R h MIT OF WAY SND• SiN . AND DISC SPC• SET CAPPED 112 IRON T RTOD___'gLB SNl • FIN FOUND IRON PIPE U.G wl• UT� T D WVR- WATER METER VI 4ER VALVE RISER COACRETE•):.•• •• .'S. WRE MICE WOOD FENCE• ---- — e MASONARY WALL =las «N1 N DER L• AND AMENDED PLAT OF MIAMI SHORES SECTION NO. 4 ACCORDING PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RECORDS OF CERTIFIED TO! ROBERT MOSHEIM CHRISTOPHER P. KELLEY ATTORNEYS' TITLE INSURANCE FUND, INC. BANCBOSTON MORTGAGE CORPORATION NOTES' UNLESS OTHERWISE SHOWN HEREON, THE FOLLOWING NOTES APPLY. I) RECORD AND MEASURED CALLS ARE N SUBSTANTIAL AGREEMENT. 21 THE LANDS SHOWN FEREON WERE NOT ABSTRACTED FOR EASE - MENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT ANO THE F ANY MAY NOT BE SHOWN ON THIS SKETCH. 3) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER 4) AT ARE p TENATIONAL• GEODETIC VERTICAL DATUM. 5) FENCE TES ARE TO THE CENTEILNE OF THE FENCE. 6I WALL TES ARE TO THE FACE OF THE WALL. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE PURPOSE FOR USE AS AN AD IN °STANNG TITLE INSURANCE ON THE HEREON DESCRIBED PROPERTY. ND ADDITIONAL WARRANTIES ARE HEREBY WOOED. TO CERTIFICATION. I HEREBY CERTIFY THAT THIS SURVEY MEETS THE 14741MUM TE ^ CA TAPDARDS AS SET FORTH BY THE FL•-',A BOARD - • '• LAND SUR- VEYORS ' TER !#i-G, FLORIDA ACAINNISTRATIVE CODE ' AN1I 0 SECT'+ 472.027. FLORIDA STA1i1 AND. RUE -' • Ct3RRECT TO THE BEST OF �N�oW'L•Ep L!•IE J STON PROFESSIONAL SURVEYOR r:O. 2173 STATE OF FL A 6600 TAFT ST. TE.10312 HOLLYWOOD, FL 33024 1305) 962 -9334 t = POLIO, casco= r.aere—NL_ ace Or MOW shale oI s O. a. oai ? 11 3 •a 1 /tr MM. Mal (I Ake Ate. WALL MOUNTING INSTALLATION — SECTION 1 SCALE: 3/4' = CEILING AND FLOOR MOUNTING INSTALLATION — SECTION 2 SCALE: 3/4" = `i" i L ////// ,ty2//// O. C. 0511. mum mann ROCK goU. i a Co` • COW SRO •f CG PECUIVID COGIQL at •ra c. �o t •COIL CRGMOMS O. Mune cameos • • r•ratnrae r • 4. • t ie'` .Mow. eats teas -1S JLLmr dace or ammo maw. at S. Q O. POlOD CONCRI3T CR COPRA= !LOCK 1101 7/Ir • 3/32' a•I0 IIIR • MAY sae •da.a. ALTERNATE WALL MOUNTING INSTALLATION SILL — SECTION 1 sc.'iE: 3 /a" as �P in CON CC S. tip. a. r :Ss tnrOa rsett/rAhos.IG.S (0,83-110 ,W=. 11.111Y WALL MOUNTING INSTALLATION — OFFSET — SECTION WALL MOUNTING INSTALLATION — SECTION 1 A SCALE: 3/4" — T" NOTE: top MOUNTING AS ON SECTION I FLOOR MOUNTING INSTALLATION — SECTION 2A SCALE: 3/4' — 1" // POMO COO= / ON glEOUNCI oo+e as No • WALL MOUNTING INSTALLATION — SECTION 1 A SCALE: 3/4" a r Na11 - atENwt:Ex. at cost TOM IONIER WS MOT MO mats. w.c. :o 1110E VOW SPE= AS MICR= COO aIOTOM OC 11=1101. xx. 3 SCAL 3/4' Cr 0 to t.,. U G :cl cl v ZN cc fir tu rt a.m U O U '•e?? - <1 J ca isp Z :0 O ti! .C) U z •0 Z O U CC m U DADE /1j1iEINC.\ TIL.LTT TESTING ! ENGINEERING COMPANY as9S Kr 7Qtl1. IL. S6 217, MR01111A C.:PC€MS. A. Mao Fltan.: (70!:471 -1630. ►v : (367)671 •1231 WALT'S A. TIUJT Jr.. P. E. rule * Us. 44187 STORM PANEL ALUFAB, Inc. Manufacturers 2341 All Bobo Ay.. Opts Looks. Florida WV. VD aaQaes ) aatl I ap• w COUNTY 'a7/3l/ eArc 94 — 69 I o•wan.a Me us: avow (8/1e/9• • OW 2 Or 4 -t o2or i 1.A6Y IWO (FOAL M4i11) -� 2.0•t 50 LOCKING PIN (1" long) 6005 -T5 ALLOY SCALE: FULL t7A00' (DSSCSMC P M 10 PANEL SCALE: 3/4" = 1' 0 ANGLE WITH STUD SCALE: FULL ONO= rocs (» IITMONLJX 0 I COMPONENTS I I T I LOCNIA4 Pea • 6 0. G s CasonTE AIAIOAGR$ •"� (= solmutp '• STORM PANEL ELEVATION SCALE r 1.-o- SECTION A -A SCALE 3- 'wr1 t I-'I • I �VVVVVY 02 HEADER SCALE: FULL 6003-TS AWnt. ALLOY DETAIL 1: sruD W/ WING NUT SCALE: 3 : 1" h Man � 13)11r =or NU. IL 70 CHANNEL SCALE: FULL ASTM A -525 DESIGNATION 0-90 GALVANIZED STEEL W /FY -40 Ysi 'W APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DANE" L4,S "% :zq' .1.9 91 BY tf/ 014 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 4- D'7 a-� • 7 9 ;c 7 it IRS :r yx• 03 HEADER SCALE: FULL 6005 -15 Alum. ALLY F H -1_12_ I �r �4 O. ` w air tkwT. . 00 � A 1 T�0 LD. StO t L O. SILL SCALE: FULL 6063 -76 Num. ALLOY GENERAL NOTES: I. STORM PANEL PAS 8..°'r4 OCScr4ED IN ACOMANCJi w 1l THE DARE :2Ut41T. INNS C m0N OF 'NE SOUTf. P14P25A MJLDPCL Co?C. M TA TI44 92• t 93' imams. a, 0 YF1oarr CONW:ERtS. 5 t I0 m4.A IIPORTARC.. FACTOR. 3 1.GS. COASTAL 20•E 0P. OETERAOED FOR EXPOSURE .0. FOR SAGA= NRII KM ROOF PONT GAD ON.Y. NC MA E2PCSURE FOR 9.RLOINCS FOR MEJ i P.OQF 4004T ECUs/ OR LSS MAN $C-0. tom COASTAL 3304. w1 G LOADS =MINED . . EXPOSURE 'C. AS ra -ArRED NY ASCL 7-85. STORM PAMEL.S ADtaWCr FOR RIPACT ANC FATIGUE RESL+TMCC rtg5 BEEN warn N ACCCRDAN•: AT, =now 2315 a 2314 RESPCTMLY Of TTC ,t9 n MENIT0410 CCM. 2. ALL SITE). SNP AR TA- PANES Smiu. HAVE STRUCTURAL OuAurr A51w Ar6- O1.GRACC C. GWAN250 STEEL DES5NATtON w!•Y.A4 tai (AFTER ROLLED). 3. ALL ALUMNJM EXTRUSIONS SMALL BE 8063 -16 ALLOT UNLESS 01 6L: NOTED. 4. IQ SCREWS o E SAei1= STl_'i' 304 OR 316 SIRES. S. 60LT5 TO 9E' :::2A-7A AUAro1N.t M.LOI'. G•LYAPMZED OR STAQC. S. ' WOW 36 ki 1.4A.A1 TTe= POW. N. 14ID CRS TO 0„ SMA;l NE AS FVu.CwS: pa= onaor ASE Naomi (A) TO E %6?3 POLRO =Want ..1/•• • a I 1/4' p 1/4' • a r RA1N. ZM1AC M41J1 AN0.012. 4 M0R4ACTURL Sr THE IW . PLUG QMaANY. NC. -1/4- • ■ -/! STAR 'mow ANCHORS OR t /4• • N 7/C RJR NOU.O• SET DROP-Pi AS MAANFA -:U Sr STAR OCPAN1a, aC THE RATA.. PLLJC =69ANY IC =RECTNELl. NOTES Al) I I /t RAwL ZAMAC MIN A M MON S SMALL ONLY E'r. L'$C :GR INSTALM110NS NTO COW= vcxals.TE rem NO STUCCO OR ANY RHEA. LSE . WARN) )4N TER ORNE P•13 ON n4. L'9AMS OR ZAAAAC MUM ANCHORS UNo► STULY:O =WS. AZ) 7/C TA.P:N AM. -HORS NC if6 RAMC NOU.Cw sr 0R P-A: MOBS 5Wu et ENf1RQ.Y DA'9ECc NYC THE POURED CONCIETE. NO Elmotioc ARO au= SHAM OE MMES. •-Y. =ENS =EN USED SHALL BE r LONG mNIMUM SNOLLD STUCCO COST. A.3) tt. Anew stoNE. PRECAST EJrts'a.t . . OR rL00R AI O4ORS SAW. I� PD. .TES' 1 TO RFIOI THE MYi ON THE STR+JLZ'Nr. Bei+ND SUCH PANEL.. AK: ORACE SHM►L 95 1 1,14' WAIN FOR ANai0 6 MCC C►C M A.t). a 7/6 FOR ANpt a MENTIONEr w A.O. (s) TO METING T.7....7111E Et.000 TAALL: -1/4- • a : TA?"O 4 ANCHORS. AS MANUFACTURED BY LLW. RAW. - t/4• • a : RAW_ 2N41 NARJN. AS MANUFACTURED Sr DC RAt•L PLUG COIAPANr, PNC. 1/€ i a 7/r =AB 'twat* ANCHORS pR 1/C • a 7/6 RA . POUCH SET OROP -01 AS igoa$,A STAR E:PANSSON ANO DE l. PWG GO.mY. NC REVERTNELT. NOTES 0.1) MR•AALAA E►CL71AENT Or TAPOON AMONOPS. sae TI coftverre MACK LINT SMALL BE 1 !,/e. 8.2) 7 /6 TA•°rr w4740.3 AAC 7,6 RAIN. NCLLO. ss Ow3•rN ANL14OILs SNNJ. BE orITRLY EM8ECOED Dr• TI 00'4 TE NLOCr. ).PCT. NO =MOM INTO STUCCO 94s/J. HE PES R O:O. t /4' •-.- S'• ENS USED Sl .u. BE - LONG NaeLam SHOW, STUCCO COST. AND t •/r WOM•.J• FOP t.ALL3 •1111 NO S .NCO. 8.3) N cast 1144' PP 5_AST STONE OR PRECAST CONCRETE oArr..5 SE roue ON THE 0057640 wA;_ Aws•-C 5 SttAL' 9E LONG ENO). OC TO REACH 114: NIA. STP CtURE DOW 91011 PP.C.5. AN:+,OWV:Z sm.). NE 1 1/C MADAM fiT.R ANO•ORS 11512OXED M 8.1).. a /6 cog A•414,1is MENANCD N 9.2). *CHOPS row.. 4E AV.= FGLLOWlC ALL OF THE REE'aiNeeMaats AND SPEOFICAaCMS CF T:[ Awt :?'S beee.PACTUR£q. AHQiOPJ.sE we= FRANC BuiLDIN;9 NOT COVERED CPI De; 7RAw%G SHALE BE ENGINEERED ON A JOE Sr . a SASS. 7. IT SMALL BE rat oMotsw. MUTT OF THE PERMIT HOLDER TO WETWT 3S STRUCTURAL ADEGUCCY OF TIC =TUG STRjC .J+E 1 S:.STTAtN Tie NEW StPETNMPOSEO LOADS. N. SHUTTER I NUrA:.t£."a SBOCEA Snkt BE PLACED ON THE ECM= SJRFICE CF THE CENTER FLATICC OF EVERT PANEL AAP0at.ATT.Y t ABOVE THE BOTTOM OF WEN PA`- STICKER am- rEA: AS ro...'M. ALuFAN CPA LOO A. F. LADE COLAATT 9001C' CONTPOI. A:•"•OAEO. (C) (0) DADE COUNTY IL ECO INC. STORM PANEL Al INMAN SCAR TILLRT TESTING At E74GTNCERING C0IAPAN•• 22.2 Kw. 311w. ST 51A. 2t7. AMNIA OAtCDC ... r Awns (�OSf 71 -1210 . raw : (3031971 -1i3+ •e'er ALUFAB, Inc. Manufacturers 2341 All Salto A... Cpo Loeko. nano: 33142 • 65/31/0► DAM 6MLTER A. TILLTT Jr.. P. E. • FLORIDA LTG. 44167 conCw•Ne. 1 AA :4. :L ^.r: Id:r..GTi I 1 an... A IICZNIMCIN I a.1t 94 - 69 DRAMA Ne sr¢Tta4 I' s C CASE A (Plan) SCALE: 3/ 4' - Y' 11ay.•■1 we ..xr .tr1G • • tr1t: J fe • -LF o. W/ CASE B (Plan) SCALE: 3/44 t° END CLOSURES DETAILS CASE D (Plan) SCALE: 3/4" is 1- APPROVED AS COMP! Y;'N? WITH THE SOUTH FLORIDA BUILDING CODE BY Lr PR O 1_ " �RL. ,0 BUILDING CCD = COMPLIANCE CFO' .CE ACCEPTANCE NO. 9c —c 7 - - a 3115 -MIA OR boo-** Mum m.+. A4.% m tat 11 GM a v. tom¢ MILE rles.or 3106 -$ U. t Oos$ 1S MJ ewe. . Amest CA�,/rS�;�'E�C�. CA (Plan) SCALE: 3 /4' is r MAXIMUM DESIGN PRESSURE RATING "IN" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE MAXIMUM DESIGN LOAD W (p.s.f.) Max. PANEL SPAN L (ft.) MINIMUM SEPARATION TO GLASS +50.0. —66.0 SEE SECTIONS - 2 1/15' MAXIMUM DESIGN PRESSURE RATING "V1(' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM ANCHOR SPACING +50.0. — 66.0 6- 0. C. ROCK NM. DACE COUNTY STORM PANEL . As--. IL ECOINc. TILLIT TErriNG .; ENGINEERING COW PAX! esss.ter a(*. .. ViRCSKA sl7!. 1. 31 e! .C►. 11.4.7? TILLJT Jr.. P. E. P,z?!:• 1.3c. •4.161 ALUFAB, Inc. Manufacturers 2.341 AU Baba A`.. Opa Locket. Rondo :VA: a:ntnA Sin 11ee04w+74 I on I =v.. t aco.*e. I an 94 — 69 yaswa t,..s. nrasaa WIS/944 A I I S= 3 Or • • ` !VOTES: INITALLATIOMS ARE ONL• YALJC FOr :WINGS WON MEAN ROOF NOWT LESS OR EQUAL T14AN 30 FEET. ANO FOR PANEL'S SPANS OF 7' -10' MAXIMUM (FOR SECTION A) & T -S MAXPAUM (FOR SECTION 8). • e � 2. NEW a n 6' P. T. TO OE SOUTHERN PINE Na. 2. SURFACED DRY wrlp 10 X M. M. C. W/ SP£tSFlC DENSRI OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ sPECIFIC L%a4SITY OF 055 OR E0UAL. NNW SRA, •+` 1/4. • r S LORG LAC SCREWS • E 0. c PDADRAMON TO1 tC NG�11000 HEADER. S sex 1/S' Aws. ARIL 1/r • wow ear Nura roam •o•0. 0. Moo° re --t REOUIRE6 2 1/1S Mii. (nit.) I 1/t • : 1 1/Y LAO SCRews•R'0.C. idfif 0.■7,11 kw 1111!;, • ALTERNATIVE 1 0 Cant •e 0.c NENP.T.2' *FCek. W /(2) 1/4' • e >• ua =MS • 004 SILO 2' )4. NON,W.) Alta M =• y0. PENETRATNlN NT0 OWING SILIO. W000 TNLasseg CA RAFTER •24'0.C.REtiINE:1 o of 03S31so 0100a OR S.0. 0. WALL MOUNTING INTALLATION - SECTION A SCALE: 3/4' = 1" 1/4' •: 11/2. LAG S STEWS • 6' 0. Cent 2.' s S N 1/6' .Mast. AN1xd ( e3 -T) Awn. A LM Moo° HUMS OR PIM • 24'O.C'-Uac0 NFi/ 2' s tr P. T. Cont. MOCO r4TE W/ (2) s /1S • ■ r .110 SClEFS 70 Diem RAF= OR TRUSS .LOCATE SOIEW AT MOMS ElGST11sG X030 MONI R. ((2' WM. N010111kl NSC11$) M/ 2. Mb Poirriv 10N. -so* S. N.S.•P0. C wow ,as •24- 0.0. •C°.c. 506.3 -`15 44.4. (siviCom) (2) E'O11 /STUD I(MOwCrOf OF SR.o) APO w/ t wa. Peen AOON INT0 oaSMO STUD. ALTERNATIVE 2 W000 SRO •3F O. C Coat Celt r s *FSlc PCOMMED (NO $0004 ALL ^0061!) 4.6 woofs soy tw/ /tT • : 3/32' en MJT • EMERY VIM • C 0. C. • NOTE: FOR INSTALLATIONS THAT NEM NOT TO HE REmovABLE. USE 1/4' e x 1 1/2" LAG SCRIMS • S' O. 0. ALTERNATIVE 1 1/4'•* 1 12' LAG SCREWS•6'0. C. Oti■L_ III :I @f■ 1 1 WALL MOUNTING INSTALLATION & (OFFSET) - SECTION A SCALE: 3/4" = 1" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS sir MJT . 332' /Ee r SILO •6'0. C 1.250' tow 1/4' a -20 s S. Ww/1 rs M 1s \ 2's 3': ,/6CR 2' •4s1 /6'OR 2' + 5' : t/T me. ANNE E (6063 -TO) Atom ALLOY NEW P. T. 2' : 6' Cent, •/(2) 4/4' • s S LAC SCQE.YS • EACH MID (4sCVUTH OF S7..D. 2' Ye. NO®*LJ J0O r/ T PesETRAIZN IMO OaSTONI STUD. 1" 4 4 ■ t I*s o. eN 3 -77. Akan. W/(44 3/101 x4' LAG SCREAS TO CCM .106T. LOCATE SCREW AT MOWN OF 0351130 WCC MEWIER. 2rMk IN) �..,O_ ALTERNATIVE 2 tritgrolitleaxs 7/6' W/ 1 /t•:1 1/2' M S•re.c. • fry -3.003* • NOTE: FOR NSTALtAlQNS INC NI='^ NOT TO 8E R USE 1/4' • : 1 1/2' LAG SdtEWS s 6' 0. C ALTERNATIVE 2 CEILLING & REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B ScALE: 3/4 = 1" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA. - 72.7 - 3 5 -r- 199 C j EY 7-14",:.. " BUILDING CODE COMPLIANCE OFF CE ACCEPTANCE NO. 9 c' -( t7 ' IL Eco INC. nun' TTSTINC a ENGINEERING COMPANY 456:1 x.o. 3Atx. 61. St.. 217 Want OWENS. FL 33114 Pee : (30!)671 -1130 . Fer . (303)671 -,531 WALTER A. TILLfT Jr.. P. E. FLQRICA Ltt. 44 167 STORM PANEL: 'ALUFAB, Inc. Menufccturrs 2.341 All Sava Ae. Coo Loeka, Florida 331417 DADE COUNTY 1 arr. e I o earel I IASr aens•• eft I oe. Y ) t@rMN 16/e•I 1 YR At see seat 1II& 94 - 63 etAeme r. spar • or a THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT ❑ WITH NO VARIANCES ❑ WITH VARIANCE(S) LISTED IN "REMARKS" NO OTHER DEVIATIO" S FROM THE MIAMI SPfRES BUILDING AND ZONING ORDINANCES WILL BE PER IITTED, UNLESS SPECIFICALLY LISTED BELOW. ALL OTHER APP! ICAB' E STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY ALL PARTIES. Ateo !'e $•on^ture Date MEI : t' \' NM l IIIIII Mil ;IRE PU 11:: 4` OfUcS PLAN .ING & .►!AGE t OU:;.:!` APPROVAL PRELIMINARY: REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDIG CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUAILDEBRII &D 'A SUB CONTRACTORS ARE CHARGED T K- s ' ECIFICALLY INDICATED HEREIN. .*• • PERMIT NO, NOTICE OF COMMENCEMENT TAXFCUONO. 11- 3 2- -rab -o I- 1- Cr) yo STATE OF FLORIDA: COUNTY OF DAOE: 9'5R227060 1995 JUN 08 14 :22 ME UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and sweet address: , L+" 4-23 tJ 73110G l< 9, 2. t.4' • �F'i�l -eNf ix, Pf 04T Arm i 1225 S'-c 'i®nJ 7 2. Description at improvement: , A937t4 on) 3. Owner(s) name a�td' tea+ 'C"5��e,P ". ct.4 c%1 e:, r . • -M-142- it) e to.. L54. fr Diet- -, • - C.:. Interest in propertY� �► Name and address at tee simple ti tlettalder: f%. d. Contractors name and address: A'S3 G CE),- 5$.,o d {) •-• T • 0 may., Abe 7. cam► rL 5. Surety:(Payment bond required by owner from csntraccr, if any) 4-• STATE Cr: F' vii -?A, Cou'.i ! 0" DADE Name and address: Amount of bond 5, 6. Lender's name and address: • Ov /� o i_ d ®r of 1ina, ¢. { e: i,� Pr4:s o,;i. :�: on .a „,�, ,AO. 39 h,n.d „nd Ofiiciai Seci. • HARVEY R ,CL K e'. �' ofCir. it ®n• BY 7. Persons within the State of Ronda designated by Owner upon whom ucos or other docrment5 may bege d as provided by Section 713.13(1)(a)7.. Ronda Statutes. Name,and address: 8: In addition to himself, Owner designates the following person(s) to receive a copy of the Liencr's Notice as provided in Section 713.13(11(b), Florida Statuues. Name and address: 9. Expiration date of Its Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) sgrsxaae ot Cweier Print Owners Name Sworn to and subs Notary Public Print Notari Name My Conmisst• pig LOURDES LINARES tate of Florida Public` My Comm. Exp:02/22197 ��,,,,< C't�i,iin# CC201270 sANNANVVVvVVVVVVVVVVVVVVVvka Prepared by: :1Z6e, 6°^221460 Address:lP- i W 7• FLORIDA ENERGY-EFFICIENCY CODE FOR BUILDING CONSTRUCTION FARM 600C -93 • - Residential Limited Applicatiorm Prescriptive Method C SOUTH 7 I Add�i�$ and Renovallana - - Department of CCf t. �t�nity Affairs Co nne Cor�Rhitnetptti9 R9eil+Od C of Chapter 6 of ere Florida Energy Efficiency Code may be demonstrated IN the use of Form 6000•9310 additions 01600 square lest or less, site- nri9talleQ G@"niiS of manufactured hemes. and renovations to single and multifamily residences. Alternative methods are provided for additions by use of Form 6008.93 or 600A•93. �L® BUILDER: PRCJECT NAMIit• „S /1 gelid, S BUILDER: CLIMATE (� AND ADDRESS: t} /t/ : / 1.� 3 � , - OFFICE: ZONE: 7 L�a 12 0 PERMIT Nil. JURISDICTION NO.: 1S 0� OWNER: i F1 °7 SNP I�� ....... SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square feet or less of conditioned area►. Prescriptive requirements in Tables 6C -t, 6C-2 and 6C-3 apply eat to the components of the addition. not 10 the existing budding. Space heating. cooling. and water heating equipment efficiency levels must be met only when equipment ea used specirucatiy to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned s0 ee mue meet the prescnbed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of thy! building). Prescopbve requirements in Tables 6C-1 and 6C•2 apply only to the components and equipment being renovated or replaced. MAP FA T RE HOMES AND 8u1LOpl1GS. Only site - installed Components and features are covered by this form. CK r�1.1 C* 1-1 FA-100 i 1 1. Renovation, Addition or Meoufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Porch v. erhang length (ii.) 7. Glass area and type,: a. Clear glass b. Tint, film or solar screen 8. Percentage of glass to floor area 9. Floor type and insulation: a. Slab on grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 10. Wall type and Insulation: a. Exterior. 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Wails of Multiple Units' (Yes/No) .1. Ceiling type and insulation: a. Under attic (Insulation R- value) • b. Single assembly (Insulation R- value) 12. Cooling system's (Types: central. room unit. package terminal A.C.. none) 13. Heating system*: (Types: heat pump. elec. strip, natural gas. L.P. gas, room or PTAC, none) 14. Air Distribution Syste.n *: a. Rackflow de raper e' sirI2Ie package systems' (Yes/No) b. t)ucts on naattargo wbt.;s dequately seated' (Yes/No) 15. Hel watei system: .-- (T7pes:*lezt.. natural gas. otter, nor'si) • Perliai•.s to manuist.tur. r homes whit site.o astalled components. I hereb if " -that th& lane and a Micztions covered by the calculation are in compliant* Tr:, PREPARED ►,T• -. DATES ° S .41 S 1 hereby cerd' huitrli g is h crunptiance wjth the Fiopida Energy Code. OWNER AGENT: DATE' 2. 3. 4. a 5. '0 Singh Pane Double Petne 7a. sq. ft. . sq. ft 7b. sq. ft. sq. ft 8. 9a. R= z, 3 Co T sq. ft. 9b. R= sq. ft. 9c. R= sq. ft. 9d. R= sq. ft. 9e. R= sq. .ft- 10a-1 R= 349'° sq. ft, 10a -2 R= __ sq. ft. 10b -1 R= 10b -2 R= 10c 11a. 11b. 9 -- sq. ft. sq. ft R= 0 sq. ft. R= sq. ft. 12. Type: Gt irl AU Aft t eT a SEER/EER: / 0, b 13. Type:. 6L.. S7i2e • HSPe /COP /AFUE: 14a. 14b. 15. Type: C. EF: 0. 8 L • Review of plans and specificOons covered by this calculation 'ideates canpaence with the Florida Energy Code. Before construction is om i S. blr*Img TAI to inspected tot compliance ' r>, A • T '* TABLE 6C -t : PRESCRIPTIVE-REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL and Less), RENOVATION" '' EXISTING BUILDINGS AND SITE-INSTALLED CONRRXitEplTg OF MAfNfA ► COMPONENT - MINIMUM INSULATION INSULATION INSTALLED EQUIPMENT MINIMUM EFFICIENCY ... '"'° . INSTALUBT EFFICIENCY rn 4 , Concrete . _ Frame. 2' 4' • Frame, 2' x 5' Common, Frame (Ammon. Masonry R -5 R -11 R -19 R -11 R -3 gle ouble Single Central A/C - Split - Single Pkg. Room unit or PTAC'T SEER ry 10.0 SEER x� 9.7 EER 8.5° , SEER • 4 SEER wr EER • Single . Double -SC _ OH -SC OH -SC OH -SC OH -SC OH -SC z rx raS Electric Resistance Heat pump - Split • Single Pkg. Room unit or PTHP Gas, natural or propane Fuel Oil ANY HSPF a 8.8 HSPF a 6.8 COP co = 2.7' AFUE = '78 AFIJE AF a .78 a L.-C HSPF a HSPF n - 2'- 1.0 1'- .86 0'- .65 1'- .90 0'- .70 FLOORS I CEIUNG 1 Under Attic Single Assembly; enclosed Single Assembly: Opened Common, Frame 1- R -30 R -19 R -10 • R -11 t'" C) tint SC = .86. TABLE 6C -3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS - HSPF/ • REQUIREMENTS CHECK ' COP AFUE s Slab -on -grade Raised Wood Raised Concrete Common. Frame No Minimum R -11 R -5 R -11 e°'� Interior Joints & Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls must be sealed. Sole & Top Plates AFUE a Sole plates and penetrations through top plates of exterior walls must be sealed. infiltration barrier must be mstaiia-in exlefior wads- & ratsedwoodlloors. R0"; ,_. .� 3 -Electric Resistance Gas; Natural or L.P. Fuel Oil EF a .88 EF :� .54 Er a .54 EF, • r EF • F U p In unconditioned space In conditioned space R -6 No minimum ;� - 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating ° EF =• Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. 10 TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY See Table 63.64 Maximum percentage glass to floor area allowed is selected by type. overhang length, and shading coefficient. Maximum% =---C-5- rte Installed % GLASOVERHANG. AND SHADING COEFFICIENT REOUIRED FOR GLASS PERCENTAGE ALLOWED U 20% UP TO 30% UP TO 40% UP TO S0% gle ouble Single Double Single Double Single . Double -SC _ OH -SC OH -SC OH -SC OH -SC OH -SC OH -SC OH -SC 1 '- 1.0 ' Cr- .86 0'- .90 - 2'- 1.0 1'- .86 0'- .65 1'- .90 0'- .70 3'- 1.0 2'- .86 1% .65 Q'- .45 2'- .90 1 '- .70 Cr- .50 4'- 1.0 3'- .86 2'- .85 1 -- .45 Cr- .35 3'- .90 2'- .70 1'- .50 . 0'- .40 • Shading' coefficients (SC) may be obtained from the manufacturer. Single clear SC = 1.0, double clear SC = .90. and single tint SC = .86. TABLE 6C -3 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK ' Exterior Joints & Cracks 606.1 To be caulked. gasketed. weather - stripped or otherwise sealed. j/ Interior Joints & Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls must be sealed. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. infiltration barrier must be mstaiia-in exlefior wads- & ratsedwoodlloors. R0"; Infiltration Barrier 606.1 , Fireplaces 606.1 Fireplaces must have flue dampers, glass doors and outside combustion air intakes. rViA (,� Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. 10 Water Heaters 612.1 Comply with efficiency requirements in Table 6 -11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa eft pool heaters must have minimum thermal efficiency of 78%. i I Hot Water Pipes 612.1 Insulation is required for hot water circulating systems, (including heat recovery units) and the first 8 of piping from the water heater (or until piping enters an Insulated wall or slab). L% Shower Heads - 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. l, HVAC Duct Construction. Insulation & Installation 610.1 All ducts. fittings. mechanical equipment and plenum chambers shall be mechanically attached. sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical closets. Ci HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C•1 indicate the rt•alue of the insulation being added to each component and the ediaenry levels of the equ>pmer+t being rained. M R -rakaa and eft des ina to larval mtiaf car Ga edM rh*m.sTabu listed. Conceals and enurement neither being added nor renovated may be led blank. 2. ADDITIONS ONLY. Determine to percentage of new glass to codihored floor area in the tuition as follows. Tel the areas d d glass windows. *Mg r i.as doses end glas@ dou'Ai� tats -Di�lble.lt yea d dates. v e r t i c a l rod glass end a d d k lade previous t o t a l When g l a s s in existing exterior w a l k s a being removed or endosed by t h e a d d i t i o n . an amount equal to the tav,arec of t h e gals mai/ ba si beaded from dr• toW glass wee. D ivde the ad usted glass area total by the conditioned nom area of the addition. Multiply by 100 to get the percent. Find the largest glass percentage under vitfth your Ted percentage *set Table 6C4 Presagkves are given by dire lire or glass (Single or DouNe panel and the overhang (OH) paved with a shading coefficient (SC) For a given glass type and overhang. are mirror sting coefficient slowedia spider Actualgness windows and doors previously in the exterior watts of the house and being reinstalled in the addition. do not have to cpmply wit+ the overhang and shading coefficient rrgirirarrents on Table 602. Otters gnats J the addition must meet the rig innow for one of the options n the gl ass percentage category you indicated The overhang (OH) distance is measured perpendwfarly hear the tact N file glen to a point direr Oder the clennost edge of the overhang 1 RENOVATIONS ONLY. Replacement glass needs to meet the botiowig requirements. Any glass type and shading coefficient maybe used for glass areas which ate undo, c,t least a two foot ovarian Biel Mane lowest edge does not extend hither than 6 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single•pane tinted double-pre iper or double-pane tinted. , 4. Complete the information requested on the top had of page 1. 3. Read'Mimmum Requirements for Small Additions and Renovations'. Table 6C•3. and check all applicable items. . 6. Reed, sign and date the'OwnedAgenl- certification statement on page t. , t SKETCH OF SURVEY ►:�. E. 10 2t s-r2EE7 `G 23. SS A.1=' %4&\---T ?AJEM��'� acz. P46czKV4 oY .11•Ev.146.L.K 1.1.10'11 's 4 .1 NI = 1-1 PLQt.1 7 LIS =s.1co =1E [3?s hlhr -� Qua- L]E \03iazi.5'1PcFT` w11�M1. �1aOtLES, trLb. —.-._ 3y.�t R.15 8`_ 9 i C..o,a C. Z1 LE tb.os 17.1'3' C tom' dt_LE1 -- 1 3 il –0.,. 0.. 33'0 OJ U.•a 4 FENICE' 100.00' q I T 4 is S -u - u J 4 V \9 0' 0.1Z SCALE: 1" = NOUN CASE # PZ00- 0420 -06 APPLICANT: Robert Mosheim Kristine Kearney - Mosheim SITE ADDRESS:442 N.E. 103 Street iarni Sh,oreJ DEVELOPMENT ORDER Whereas, the applicant has filed an application for site plan approval before the Planning and Zoning Board on the following described property: Lots 7 and 8 of Block 92 of the AMENDED PLAT OF MIAMI SHORES SECTION NO. 7" Plat Book 15, Page 14 of the public records of Miami -Dade County, Florida The applicant sought relief as follows: site plan approval Whereas, a public hearing was held on April 20, 2000, and the Board, after having considered the relief sought and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village 2. The applicant has established substantial competent evidence as a basis for the relief sought. 3. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, the drawings, and conditions agreed upon at the hearing. The applicant must satisfy all applicable Miami Shores Village codes, Miami -Dade County Codes, and the applicable building and life safety codes required for development. Action taken today does not constitute a final development order and one or more concurrency determinations will subsequently be required. In addition, the following terms and conditions are imposed: 1. The shed on the site plan is not approved (deleted by applicant). 2. The west 5' of the driveway /walkway is not approved and shall be removed to comply with the 10' sideyard setback. Passed and adopted this 20 Board as follows: Member Crutchfield Member McCoy Member Sturman day of April , 2000 by the Planning and Zoning Yes Yes Yes Member Fernandez Yes Chairman Powell Yes Chairman, Planni and Zoning Bd. 'ebruery 9 19 etnty Loan Divisj N 2nd �venuer lion Deer Blr t tte nti qn; . Ti +r pear ;telephone a, Eua�yetic hive beet strwftic on to 7 & 8, Block 92, at 442 N. E. 0 d treat, on dates Jo ►D i i6id:i an V• imigstraut maw MIMI If Issued 19 Amount No. Houses y. la 641a.***4.1ao• NivatamiraMrtateaSetszomlpgaMM, N9 934 1;t1 iami Jbiores9llage L O A ID A -BUILD ER - _ENOW ALL MEN BY THESE PRESEMS, that I in consideration of the issuance to me by Miami Shores Village, Florida, of a permit or permits to construct or repair a building or building at the following addresses: fib do hereby deposit with Miami Shores Village, Florida, the sum of $9 J , and I agree with said Village that, when such construction shall have been completed by me within the meaning of the ordinances of said Village, I will clear all premises and repair any Village property damaged by me, used for the deposit of material or equipment in the construction or repair and that, if I do not so clear and repair such premises immediately upon the completion of such constructs wi the meaning of such ordinances, the Village may clear and repair the same and pay the costs of such clearance and repairs t of the aforesai and return the remainder to me; and that, if I shall clear and repair said property immediately, as aforesaid, then sai hall be returned to me. WITNESS MY HAND and Seal at Miami Shores Village, Florida, th' s- ( Seal) INSTRUCTIONS TO BUILDER —When above mentioned construction is completed and the premises are cleared and repaired take this bond to the Village Building Inspector and obtain his approval, after which Miami Shores Village will refund your money in accordance with the above agreement. VILLAGE BUILDING INSPECTOR'S APPROVAL I hereby certify that the construction contemplated . under this Bond, has been completed and that the builder thereof has caused the surrounding premises to be cleared and repaired in as good condition as they were before commencing said construction. WHEN CLEARED AND REPAIRED BY THE VILLAGE Amount of Bond Cost of clearing and repairs done —by Village . J Balance due Builder $ ° a Cancelled 19 By e wilding Inspects res Village 4 • • litrA .M` n`,.Nr'' •-ir SNi •ti. Mt • ••ni..••ir 'n 6... 7? MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shama Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. -1 Date_ ', 6 , 19. Owner's Name and Address _. ,-,,,,.....4,,,,Ja -4-.12) No.. Street_ Registered Architect and/or Engineer Name and address of licensed contractor ...... Location and legal description of lot to be built on: Lot _ Block. Subdivision. . -- e Street and Number where work is to be done_ il gg,- -217&- Z 0 done and., purposeAf building (by oors) — - — — _...,_-_____.and for no other ptupose. Remodeling._ I Addition Repairs 1,- No. of Stories Kind of foundation.._. Estimated Total cost of improvements $_ P--- ---) ___._Amount of Permit $. ..4.,....0:-.. Zone cubage required__ ___ __Plan Cubage. Distance to next nearest building_ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to___________ - New Building__ To be constructed of The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer 4a of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Flori , Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- tractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of e work such public notice permit, as are licensed by Miami Shores Village. or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on w 4to be ,performed under this Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss• Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - - _to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No /7 Date - Read, Sworn to and Subscribed, before me. Disapproved Date /2 (Signed) -.... B ding Inspector PLANNING Member Member Council Approved NOTE: A charge of $1.00 will be made for the Planning Board. A re-inspection fee of $1.00 will be charged materials and/or workmanship. -------NOtary Public, State of Florida My Commission Expires Member Member Member Date Disapproved Date making corrections or changes to this application after appmival has been obtained from when such re-inspection is made necessary by improper notice for inspection or faulty .MIAMI SHORES VI LLAI E BUILDING INSPECTION . DEPARTMENT APPLICATION FOR BUILDING P RMIT Ap cation is hereby made for the a roval of the detailed statement of the plans and spe ing or o �er structure herein described. T application is made in compliance and conformi Shores ,illage, Florida, and all provisions of the Laws of the State of lori daz all ordinances o regulations of the Building Division of Miami Shores Village shall be complied with, whether h plans and specifications must be kept at building during progress' of the work. Owner's Name and Address_ Registered Architect and /or Engineer Name and address of licensed contractor. cations herewith submitted for the b with the Building Ordinance of Miami Shores Village and all rules an ein specified or not. A copy of approv Date No Street Location ;and legal description of lot to be built en: Lot ij' Bloch` Subdivision —� Street and Number where work is to be done State work to be done and purpose of building (by floors) I l 6 kj and for' no other purpo No. 'of Stories / oof Covering 77 4. 2. A New Building ' Remodeling Addition To be constructed of CA 5 Kind of foundatione, itg Estimated Total cost of improvements $--, Z el's" 41 , Amount of Permit $ ‘ti" Zone culiage required 1 ir� ® Plan Cubage Distance to next nearest building Size of Building Lot Masimun, live load to be borne by each floor '40 zr + v Z I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction' ma,, be sent to The iundersigned applicant for this building permit does hereby certify that he understands of labor 'finder the Florida Workmen's Compensation Act, being Section 5966, Compiled Genera and has complied with the provisions thereof, and will require similar compliance from all contr in the work to be performed under this permit; and will post or cause to be posted for inspecti notices as are required by the Act. The undersigned agrees to employ only such subcontracto permit, 03 are licensed by Miami Shores Village. Remarks (Signed) d accepts his obligations as an employer Laws of Florida, Permanent Supplement, ctors or sub- contractors employed by on the site of the work such public noti ors work to be performed under STATE OF FLORIDA,' 1. COUNTY OF DADE. Ss' Befgge me, the undersigned authority, a notary public, duly authorized to administer oaths peered d take acknowledgments, personally ap- and who being by me first dul of the a ove described co therein b him stated are true Permit No. Disapproved ( Signed) orn, upon oath deposes and says that he is the , that he has : ,r. y read the foregoing application, and Chairman , Member Member _ ! Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or, changes to this application after approval has been obtained frox4 the Planning Board. A re- inspection fee of $1.00 will be, charged when such re- inspection is made necessary bye improper notice for inspection or fault materials and/or workmanship. Date Read, Sworn to and Subscribed before me. D r Building Notary Public, State of Florida My Commission Exnir Member Member MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of toe plans and specifications herewith submitted for the build ing or ether structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village Florida. and :ill provisions of the Laws of the state of Florida, all ordinances of Miami Shores Village and all rules and regulations of 'the iluilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved pLms and specifications must be kept at building during Progress of th e Work. Owner's Name and Address 6 c=a. (1:6- . g !.•.\ ep..L- e•A OA& ....... --Da— 14o. te. °5.k.3:4 StreetN-V.-1.05 6,17 Registered Architect and/or Engineer.. .1Ire 00 • . Ow Ive Name and address of licensed controctor:$12.• ..f2.0 ‘—b-ItiggireIliFeL .Z...!:00 1..) tiA. Ar.44...5.1.4....10 Location an4 legal description of lot to be built on: Lot 7 f g Block._ ....... .7.Q------ Subdivision&Z.40140.0) 1‘14"# "491r/7 ,9g2.. St=ge".41g5i Street and Number where work is to be done. #1441-'a* A-14551-0.3-ST- --St to-itgarktra-be-dotze-aad=pwrpose of building (by -floors)/Y-4.-r".afalm&f._ /6 /44-I Al/A1 6 6114,0)(24414,4-1-#40440‘040W.4-- d-o iwy 4 ult6L60 4.) i / Ad 7-4/.4 0..-411.11660442, A4fAitt)....1.--(2VAte, ale-041-Vir.k....4.12.42e • 4.k...f..f. ............ .4.e.Le4.4....6e. .4seozge..77Atr F rife- rAgarara...0...*At. ..e....6 mAge and for no other purpose. New Building Remoddling ' Addition Repaid . No. of Stories To be constructed of ,19--- t +.111111t. .1.11 •Kft Kind of foundation. Roof Covering Estimated Total cost of improvements $ •-6•87* c_.°P Amount of Permit 9_ -/ 6 • °O - Zone cubage required Distance .to next nearest building Maximum live load to be borne by each floor _Plan Cubage Size of Building Lot I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. ....0€.4e/ -‘e AbAidlews ia7.4e2.4.if4.1 7P Ni/4- /firoogvz lee:eA ....013,4 4 ... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Stipplenient, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for i spection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su ntractors, on work to be performa under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. j (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared ...— •■•••*.rawaamma.••■•■■••■••• 011.111.• to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the MM and that all-ficts therein by him stated are true.. Permit No.. " D te 4 Disapproved (Signed) Buil g nspector , Sworn to and Subscribed before me. Notary Public, Statile( Florida 51./ NOTARY PUBLIC STATE OF FLORIDA My Commission Expires 44444430,41441RIregy+EXPittri-Ititt-21-*'137— ,,AONDEP THRU QENERAL INSIAANCE II). .... DATE ••••••••■•••*.• Chairinan Nferriber Member Council Approved PLANNING BOARD.. Member ..... Member - Member ........ who _Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of 31.00 will be charged when such re-inspection is made necessary by improper notice for inspedion or faulty materials ano/or workmanship. Permit No MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Date. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulationi of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address. (....-e0,4761)" -CA:freYgirP No 441,- street. ,e /e3 sleet/ Registered Architect and/or -Engineer Employing Electrician's Name e..4/2/1)e- No Location and Legal Description Lot Street and Number where work is to be performed—No State work to be performed and purpose of building (By Floors) 1/4-6.84, New Building Remodeling Addition Repairs. Street Subdivision Block 4./ -Street. 6'164' shfr Ite3c se..47-et No. of Stories... Service Overhead Size Feeders Conduit. .Main Sw .Amps. Underground Type of Installation—Conduit. Tubing B.X.L Metal Moulding Amount of Permit Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. '(Signed). (Signed) STATE OF FLORIDA, ss. COUNTY OF DADE. } Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared ............ .......- ....... . to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ........................ M. , 441 e• •■•• *a* • My Commission Expires Notary Public, State of Florida — - NOTE: A re.inepection fee of $1.00 will be made when such minspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. SWITCH OUTLETS LIGHT OUTLETS PLUG RECE•P•T'S - FIXTURES NO. LAMPS REFRIG. OUTLET IRON OUTLET RANGE OUTLET = RANGE CONN. ,------ _ WATER HEATER W. HEAT. CONN. SPACE HEATER . Staub NEATEN r. TOTAL CONTR. LIST CHECK ,....---.......-.. -.—..-...........„,.... ENT. SW. DIST. CAS. SERVICE TEMP. SERVICE PERM. MOTORS 0.1 HP MOTORS MI HP NEON TRANS. . RADIO . TOTAL Como. LIST CHECK . Service Overhead Size Feeders Conduit. .Main Sw .Amps. Underground Type of Installation—Conduit. Tubing B.X.L Metal Moulding Amount of Permit Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. '(Signed). (Signed) STATE OF FLORIDA, ss. COUNTY OF DADE. } Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared ............ .......- ....... . to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ........................ M. , 441 e• •■•• *a* • My Commission Expires Notary Public, State of Florida — - NOTE: A re.inepection fee of $1.00 will be made when such minspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is -hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other sitnicture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State oj Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during piogress of the work. Date • 19.,E2* Owner's Name and Address. k A16.,E LI-1 A.E.P..................... ... 110••••••■••• NO•••••61:004214.•000 StaveL—.1 0 Y 5r Registered Architect and/or Engineer 4'7"--.* - — .."46212. ',Mitt IttftIVIIIVITISMIMITNIMIIILIMS1. Name and address of licensed contractor...A.LISED—_Z.400 big ..,4t4-....C.T............. . . . . ... ./ Location and legal description of lot to be built on: ut... 7. 13 Block. 9.___ .fil/kiti I €C..... Street and Number where work is to be done -'142f - - 10 3 gt-> 57 : State work to be done and purpose of building (by floors) / At5 TAL-17.-I iSLO7 4. rug__ aaur.RAIL.....1§1.0.....JALLTH ..A...4....z-g.a....g.g.P1....g......41.77....R.E.CP.M.e.E.Y 4LYArem j 2pze..c.r..1......e..&_.A.r7e. JP4C-E.. ..4.5 eeit .1.A.44.%ti., a Y ..A.LELKP oviare.....Lo.iciVAXd.1.L....1i.ediand for no other purpose. New Building Remodeling Addition Repairs....... No. of Stories To be constructed of Kind of f ndation. Roof Covering Estimated Total cost of improvements $7I Amount of Permit St, Zone cubage required _Plan Cubage _ Distance to next nearest building. _Size of Building Lot.... - Maximum live load to be borne by each floor_ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr er this work be perfo permit, as are licensed by Miami Shores Village. !---e1416,10P--- Remarks__ — (Signed) _ .... -I ...001# --411111111r.., • •••■•••••• STATE OF FLORIDA, COUNTY OF DADE. SS' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ---- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. —.- of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Date..2.3A1Y1 Read, Sworn to and Subscrfd before me. Disapproved Date (Signed) Chairman Member Member Council Approved. Building Inspector Notary Public, State of Florilikary_ , . State of Florida My Commission Expires hilv_Celidasita..Expitw Sect, 3, 13 i y It4.1 T7oy in - 111:41nnt.o, inc. PLANNING BOARD. 67027-Zr'S -DATE Member Member Member Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of Sl.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS ,(j CENTRAL HEATING DISHWASHER RECEPTACLES I A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/IETER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY ,r. OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK. POT/3 COIF. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP ' FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW RE INSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS I HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIM4ING POOL OUTLETS CCM€RCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES 2k , SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK RE INSPECTION SOAKAGE PIT CU. FT. C I i A% n'__ A p��� CATCH BASIN exC DISCHARGE WELL J DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH 118 UNIT FEE ITEM SWITCH OUTLETS UNIT & FEE 1 ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS 1"1 7i: RAL HEATING BISHMAS ER , RECEPTACLES 1 O - A/C (MIND) DISPOSAL SERVICE 'WORRY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS _ OLCT WORK FLOOR IAAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERM1143 TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSLPE VESSELS CLOTHES CLOTHES WASHER IO T'GiS 0- 1 If _ STEW BOILERS SHOWER MOTS OVER 1- 3 HP PDT WATER BOILERS SINK, POT/3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK. RESIDENCE MOTORS OVER 5- 8 PP TRANSPORTING ASSEI€I.IES SINK, SLOP MOTORS OVER 8- 10 HP -. ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 If HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES _ A/C WINDOW RE INSPECT ION WATER SUPPLY TO: AIR CONDITIONERS • A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • HEATER -NEW INST. GENERATORS TRANSFORMERS HEAD GENERATORS TRANSFOMERS LAWN SPRINKLER -WELL SPECIAL APPOSE _ SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN T18ES SEWER CON ECTIO S SIGN TRAI F €RS UTILITY -DER SIGN TIME CLOCK UT IL ITY- WAATER F IXTLPES SEPTIC TANK ANTJRA RELAY TELEVISION OUTLETS ORAINFIELO, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK RE INSPECTION SOAKAGE PIT CU. FT. ' CATCH BASIN rte- .yo *e Ve4 ) 4.47 DISCHARGE WELL COMM WELL _ AREA GRAIN ROOF INLET _ SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) LS PIPING PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date 6 -1 -93 Job Address 442 N.E. 103rd St. Tax Folio /J J )# Legal Description Lot 7 & 8 Block 91, Amended Plat of Miami Shores, Sect. 4 PB 15, Pg. 14 Owner / Lessee / Tenant George & Barbara Engelhard Master Permit D-3075 Owner's Address 442 N.E. 103rd St., Miami Shores, Fl. Contracting Co. Cox Insurance Repair Service Qualifier Carl J. Cooper State #CGC001891 Architect/Engineer Company Mortgagor N/A Permit Type(circle one): BUILDING Phone 751 -2664 Address 39 0 W 22nd Street, Hialeah SS# 412 - 48 - 5820 Phone 887 -0315 FOCI FUND & Competency # Ins.Co.S ate Farm Municipal # r Address N/A Address Address ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Remove and replace kitchen cabinets. Remove & reset sink. Plumber will pull own ermit. Remove & reset rece tacles in backs lash. Electrician will pull own permit. ® Square Ft. Estimated Cost(value) $3,500.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -nad contractor to do the work stated. Signature of owner and /or Condo President Date: ( -4.3_3 .441,401. Notary as to Owner anr Condo President My Commission Expires: • j ;- =.1'r KO IC STATE ir FUTRi r - h a " i:z°'u isSION EXP. °: V.16,1944 ** * * * B 0 TRU GENERA* M S. O* * * Signature of 4v -gf9 r Owner- Builder Notary as to Contractor or O ner--Buiider My Commission Expires:- 1,7 VO White STATE OF FLORIDA ref caNissiOM EXP. NOV.16,1994 * * * BONDED THRU GENERAL RAL IN *. Mm ** FEES: PERMIT . %® RADON C.C.F. o‹• )D APPROVED: NOTARY Mechanical Plumbing TOTAL DUE a 7® Other Electrical Engineering P 'ERM i# State of Florida County of Dade TAX FOLIO NO. t r .3.1016. 017 o-74o PpPA4I-aiD 13Y: NOTICE OF COMMENCEMENT a391LT�•i s 47 A-c.& 4-u 1 R - 330, a THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property :(legal description of the property, and street 3 address if available) 442 N.E. 103rd Street, Miami Shores, F1. N Lot 7 & 8, Block 92, Amended Plat of Miami Shores, Sect. 4, PB 15, Pg. 14 a rl 2. General description of improvement: Remove & replace kitchen cabinets. Remove & reset sink. Remove & reset receptacles in backsplash. 3. Owner information: pa a. Name and Address: George &. Barbara Engelhard, 442 N.E. 103rd St. miami Shares j b. Interest in property: Residence c. Name and address of fee simple titleholder (If other than owner): N/A 4. Contractor: (name and address) Cox Insurance Repair Service 5. Surety: 390 West 22nd Street, Hialeah, Fl. 33010 a. Name and Address N /A. • b. Amount of' bond $ 6. Lender:(Name and address) N/A 7. Persons with the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes:(Name and address) • N/A 8. in addition to himself, Owner designates /k!/ A of to receive a copy of the Lienor's Notice as provided In Section 7.13.13(1)(b), Florida St t te$.. 9. Expiration date of notice of commencement (the - -expiration date is 1 year from the date of recording unless a different da a is specified) Nl@8A ePabc 4 .P gnature o? Ow worn to and ubscr i bed before me this rf _ . gnature �YG 17 9)% 1 t.Y$R !}r Fi [trRIDA MN- 16,1994 INS. UND •m' - ' _ _ • • STATE OF FLORIDA, COUNTY OF DADE I HMV cum Hug this is a e P► et }ho MO . 4 11d in this office en d' A0 19 W. SS��mr,� h••nd�gan�d Oilki &r Seoi. H° VEi RUViN.Ci.E ,atto *b n z tr 1993. 1l SKETCH OF SURVEY \ 03 et S-71-zE.E7 23. SS ASP N dL"T PAN/ E MEtJi" 2..O;-TS PbZKV4I o'( 00.00 S' r es/\idL.K 900 C 'O» tt1,(o -to Z. c.DS' 0 9 Z5 .os %. IS' 3 u Vn; ;! PIAN-r-42 zt►s ��ZCc �,..s• ifl zs.to Cr1'E.S'TO2L.'G'es CAS. NCL 'L %U . 10s®..S-iiE=." '.'S 80 9 �. c -O►_C. -rtt -E 2J 0_ CUI at 1- L.tNK FE -CE" 00.00' tom' &1 E i . -- a -s -pov�1- ►t�t�-s 90 ri -- ,� --t•.l O.IZ CLR. E�I SCALE: 1" = MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date.._._! __ _.. _ ,192 Owners Name and Address..4 y t_ _Dv FF /e/ _- No.! +41.0 _.__.. Street._ I O_ ._ 57— Registered Architect and /or Engineer..._ -S_f.1_.I7 1,.-.....4...t1t.do -t7 fe - - - - -. off S leg 7-°m Name and address of licensed co m,10.: � _.. _ 4v ___. 4 'P 4 ' #1IIf'i l V eitit7 I(,4rez 4,mac Location and legal description of lot to be built on: Lot_- ____..___.____ -- _--- -._ -._ Block Subdivision Street and Number where work is to be dime Z ti N /0 xe s-77- � State work to be done and purpose of building (by fl ours)...___-.- ___.--.---_-__- ---- _—_ ........ and for no other purpose. New Building_--_- .__.._ Remodeling Addition �µ Repairs _ No. of Stories To be constructed of Kind of foundation Estimated Total cost of improvements $ eL (e 4 _ ._-Amount of Permit $ Zone cubage required. _Plan Cubage_.__ Distance to next nearest building - -_- _----- _- _ -__ -_ _ __ _ _Size of Building Lot____ 'PO D 0 Maximum live load to be borne by each floor . . I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_ni.ovy Lids3k_i%? —__4i /A/ I �� /4 3-A / ® ��_. 11 � f. /t .g The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su . . actors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) _ '__ goof Covering STATE OF FLORIDA, 1 COtJNTY OF DADE. f • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- .to me well known, peered and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Disapproved (Signed) - Read, Sworn to and Subscribed before me. Chairman Member_. ._.__......_._.___ _._.. -___._ Member ...._....._..__ Council Notary Public, State of Florida Building Inspector 'My Commission Expires__._ PLANNING ARD _ ____ __ ____ ___DATE Member Member ..� Member Disapproved _. NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice materials and /or workmanship. Date has been obtained from for inspection or faulty ELECTRICAL INSPECTION DIVISION NO DA hereby make application for an electrical permit to install or change electrical wiring in or on the premiss described slow, and I agree to comply with all the rules and regulations governing electrical installations in the Town of North '> Miami. LEGAL DESCRIPTION: Lot Block 3 Subdivision Address 7o7--' Owner € Building Occupied as: New Construction Olc Structure mew J Occupant A.dditionil Work (TYPE) (TYPE) ■�rn*wrr i�_iI_s_t nVVVTn rVuuar. I.' W WISD) I, zo e CEILING BRACKET RECEPTA41 SWITCH _ TOTAL Ui B STOVE 71 R'HEATER SIGN OTHER SERVICE MAIN SWITCH • SIZE SERVICE WIRES IZE SERVICE 1 CONDUIT NO. CIRCUITS TYPE INSTILLATION CONDUIT BTEEL TUBE ROMEX EQUIPMENT WATER HEATERS 1 SIGN TRANSFORMERS MOTOR (LIST AND GIVE AMPERAGE H. P. OF EACH MOTOR) VOLTAGE PHASE OTHER EQUIPMENT — SOCKETS CEILING t BRACKET OTHER ` TOTAL FIXTURES Master Electrici For Ph. ddr Tnspection Date TOTAL FEE NAME: /X /P ' ice%. ADDRESS: "=12- ,/,/0l' /03 Cr. -r,,/e a&s PLOT PLAN 'LEGAL FT. SOT F BLOCK SUBDIVISION ►1�S 8 3�1 Is, AWNING SHUTTERS REDWOOD 6' . 5r ' ALUMINUM i STYLE D° MA I NL I NER IMPERIAL PRESIDENT METROW I NG METROL I NE PATIO TORM PANELS ____. 24 A STEEL ALUMINUM ALUMINUM STREET TYPE UNITS 'WIDTH SLAT PROJ, X BEAM Y BEAM ARMS 12PIPE PILAS. r 1. DRAW OUTLINE OF HOUSE IN BLOCK AND INDICATE DISTANCE TO EACH LOT LINE, 2. INDICATE ELECTRIC SERVICE FROM POLE TO HOUSE, 3. ON PATIO "INSTALLATIONS SHOW LOCATION OF SEP IC TANK AND DISTANCE FROM HOUSE. WING FOLDED HEADER • STOMA •, i; i LOCK ON '. TYPE -72 • / 00 STORM T. LOCK . .;;_10,021_i1 T: i� TYPES'• IMPERIAL PRESIDENT MAINLINER AWNING CLOSED HEADER HINGE NO OPEN -1*-- 3/5-SPACE SPACE REDWOOD SLAT TYR CAMEL BACK AWNING OPEN 0 AC B R CKET I' BOLTS .090 (OPTIONAL) WINDOW MULLION .0115° MIN. 2- ANCHORS SEE SCHEDULE 7/8"O1ATUBE .049 WALL I/4" BOLT 314'0.9. TUBE - 49pp WALL OWEDBPL. .080' 4 "DIA. PIN OPTIONAL... CAMEL BACK 2- 10 -32 BOLT HEADER ANCHORS AND HINGES SHALL SE LOCATED AS SHOWN, SEE ANCHOR SCHEDULE 5. 1 x27.6 "MAX„ 1 rA TYPE I TYPES/ TYPE IQ PLAN 08X3/4 "SCREW A64 "STIFFEgNeR 2 -I2t JO= " 3-169 TO 240' SUPPORT ARM 2'188'70 240' is 1111111111111 PI!WLIATE SCRE WS WS 1408 45" MAX. 84'MAX. 12 0 "MAX. OF AWNING 4-A 2,7 /8'GALV. NAILS I7GUl GCE. SLAT REDWOOD SLAT 1'No.exI 08 SCREWS ON 7'C.C. SCREW 3/8 DIA. ' BOLT * 2 AWNINGS ON A COMMON A 1/8 Xl/2'L0 BRACE STRAP WITH 1/4 BOLT TO 11/2'L 8 SCRtW TO 3/4 X11/4 RED, TYPE I NONE E DETAIL'Z' SEE HEADER •4 ANCHOR NOTE' •• SECTION 'A-A' L I V2 "X I l/2'XX I/8 "ALUM. 2,08 X 11/4" SCREWS EA. HINGE 2'X3" STL.HINGE 2 -3/18 STL. RIVET HEADER HINGE DETAIL TYPEII - ONE TYPE IQ- TWO RM B 2- 4-1 /4° X3/4'x.o50" X2'12 "LG..AT EA. HINGE ' 11/4'X 3/4' REDWOO6 3/4' SQ. REDWOOD I I/2 "X 2" STL. HpNOE *10-24 BOLTS WITCH 8X1 •• 2ANCHORS -SEE SCHEDULE DETAIL ''Z' WING FOLD -TYPE X ONLY STORM LOCK L3I/,2'XI. XI/8'XX3/4 LG. WITL-I 208X1 SCREWS C 3/4 "XS/8"X.O5d' SECTION'S -B' L 31/2 "X I "X 1/8"X314 L0 II/4'X3/4" REDWOOD 08x1 ". SCREWS ON 8 C.0 EA SIDE .032" 2 V8" • 1I I- ANCHOR) SEE SCHEDULE 7E' X-72 I-57 E 72 24 24" °l, 24° X-57 29" 28 IL 72 X-57 424" 24° 4, 24" _ 29" ' PURLIN LOCATIONS SHOWN MAY VARY I''! ALL AWNING D1MENSIOKX SHOWN ARE MAX. LESSER DIMENSIONS MAY BE USED. MAINLINER REDWOOD AWNINGS WERE DESIGNED AND AND TESTED IN ACCORDANGg •WITH THE ZMETftir LIT aNB COpULNCT NIRLPDIgNAONAND 0�E- ANCp b PREY .ASTERS {DATTTEVRItrRT.'IOTANP08Q8 BASED ON SO. FL-A. BLDG. CODE. 9 ALUMINUM ALLOY OF AWNING COMPONENTS HEADER a NOSE ANGLE 6063T5 HATPURLIN'X' 3003H14 HATPURLIN'Y' 6063T6« WALL ANGLES 6 063 T5 STORM LOCKS 6063 T5 BRACE STRAP 6063T5 RSEEB K 19 AMCAML C PIN 30031418 THE FOLLOWING LABEL SHALL BE ATTACHED TO AU. AWNINGS:* HEAT TREATMENT OF ALL METAL IN THIS PRODUCT ALLOY AND TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMITTED FOR PERMIT COVERING THIS INSTALLATION. THIS AWNING MUST YE CLOSED. AND SECURED 10 THE WALL DURING A HURRICANE WARNING OR ALERT. ANCHOR SCHEDULE CONCRETE HOLLOW CONC. BLK. *AWNINGS WITH LENGTHS GREATER THAN 120" SHALL HAVE NOSE AN- CHOR, L- I "X1 "X /8 °X10° LG. (244" BOLTS). SEE DETAIL "2 AWNINGS ON A COMMON ARM' .064 I ° i l" 2° SECTION HAT PURLIN 'X' SECTION HAT PURLIN:'Y1'" its*ao (Heir. WOOD. JORDAN 11103 ACKERMAN JOHNSON NO. 10- I I/2"LG. WITH 1/4-X 11/2" I/4 -20 LONG' WOOD ySCREVIL LAG SCREW OR 4WING TOGGLE OR 1/4.X11/2' SUPER GRIP I/4- SCREW ANCHOR LAG SCREW 20X I I/2" -18.8 S.S. BOLT ASSEMBLIES 3/16'X11/4 °DIAMOND DRIVE NAIL MOOD TO I.9$i I PURLIN CAE TA. CABANARAMA INDUSTRIES, INC. d-b-a MIAMI VENTILATED AWNING SMITH - JOINER & ASSOCIATES 2600 'WEST PLAOLER • MIAMI. FLORIDA CON SULTINV 6NOINRE•R10. arnE -61 I anavulL W.I °a.». IL I Ammo C.B. Ofi CONTRACTOR MULL WAIF! ALL ORmMIMM At au IMF FROOREDINO *TN WORK. 6111W iOFI IMPERIAL PRESIDENT MAINLINER REDWOOD AWNINGS MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No / Yr(--r � Date U \3 1 Application is hereby made for the approval of 1 the detailed statement of the plaiis and specifications herewith submitted for the building or. other structure herein described. This application is mode in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied wit14 whether herein specified or not. A copy of approved plans and specifications must be kept at € or ! /e' building during progress of work. Owner's Name and Address Registered Architect and /or Engineer Employing Plumber's Name Location and Legal Description Lot Street and Number where work is to be performed—No work to be performed and purpose of building (By Floors) New Building Remodeling No. Street. -. ' " LC 3 ��6 1 Street.-.L -.ir__ Bionic Subdivision. o Street___ �� IQJ�� Repairs.._ ._. No. of Stories_._ ........ - ._ ... Addition Size Septic Tonic Feet of Drain Tile Nature of Water Supply: City We+11_ Amount of Permit $ Type of Tank Dist. Feet of Tank or Drain Field from Well_ Size of Soakage Pit_ _Capacity Gals.___ (Signed) The undersigned applicant for this building permit does hereby certify that he understands and accepts under the Florida Workmen's Compensation Act, being Section 5986, Compiled General Laws of Florida plied with the provisions thereof, and will require similar compliance from all contractors or sub -con performed under this permit; and will post or cause to be posted' for inspection on the site of the required by the Act. The undersigned agrees to employ only such sub-contractors, work licensed by Miami Shores Village. (Signed) _IMO STATE OF FLORIDA, COUNTY OF DADE. 1 513. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared his obligations t Su P1 bing Inspector. employer of labor ent, and has com- yed .„tj� im in the work to be ublic • ce or notices as are under this permit, as are Plumber. to me well (mown, and who, being by me first auly sworn, upon oath deposes and says that he is the - - -__ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will he made when such re- inspection is made necessary by improper notiice for inspection, or faulty materials and /or warlananship. CLOSETS BATH TUBE SHOWERS LAVA I TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT• NB TOTAL FIXTURES CONTR. LIST CHECK -i_ SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM•O POOL LCONTR. r \ '.. 1_ 1.'t. , j .- h. Size Septic Tonic Feet of Drain Tile Nature of Water Supply: City We+11_ Amount of Permit $ Type of Tank Dist. Feet of Tank or Drain Field from Well_ Size of Soakage Pit_ _Capacity Gals.___ (Signed) The undersigned applicant for this building permit does hereby certify that he understands and accepts under the Florida Workmen's Compensation Act, being Section 5986, Compiled General Laws of Florida plied with the provisions thereof, and will require similar compliance from all contractors or sub -con performed under this permit; and will post or cause to be posted' for inspection on the site of the required by the Act. The undersigned agrees to employ only such sub-contractors, work licensed by Miami Shores Village. (Signed) _IMO STATE OF FLORIDA, COUNTY OF DADE. 1 513. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared his obligations t Su P1 bing Inspector. employer of labor ent, and has com- yed .„tj� im in the work to be ublic • ce or notices as are under this permit, as are Plumber. to me well (mown, and who, being by me first auly sworn, upon oath deposes and says that he is the - - -__ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will he made when such re- inspection is made necessary by improper notiice for inspection, or faulty materials and /or warlananship. LLGAL DESCRIPTION LOTS -1 6 BLOCK s2 SUBDIVISION AH,=,,.,o =_b c=\--isil aF N,k t"NOe. =S S�scaa I-1o•y ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK \S AT PAGE "- OFTHE PUBLIC RECORDS OF t="1".'' r-= COUNTY, FLORIDA. z=S1DEYACE _tJO==L1 -\2 3'613$ i N 1y :s q 1c0 zz LOCATION SKETCH SCALE: 1" = 2,cO` WE HEREBY CERTIFY: That the attachedecob- QY SURVEY of the a ve described property Is true and correct to the best of our knowledge and belief as recently surveyed under our direction, also that there are not above ground encroachments unless shown, and mee the minimum standards as established by the FLORIDA BOARD OF PROFESSIONAL LAN SURV ORS: tHE FLa 000 INSURANCE RATE MAP. DA '[W S iv 64 PUBLISHED BY Pro o al Land Sur---- UNITED STATES OF FUSING AND URBAN DEVffi.0 - State of f lorida .zc)---. A. Diaz MENT, DEUNEATEi THE' HEREIN DESCRIBED�Lase 1 SE SITUATED WITHIN ZONE • Date 0.m' ' 2. Z , lqe;(,p Not Valid unless sealed with an embossed Land Surveyor's Seal. BRICKELL LAND SURVEYORS, INC. 8150 S.W. 8th STREET, SUITE 210 MIAMI, FLORIDA 33144 TELEPHONE (305) 444 -8466 Fo Ordier No "'•� rys CER'IFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION ,. Owner, Agent or Tenajnt of Building - -` 'it ;' r Block Subdivision Street Add- = " - I Remarks: This Certificate of Occupancy is issued to the for building at above', named location only upon abide by and comply with all conditions of Ordi�ii Zoning, Electrical, Plumbing and Building Ord' the erection, construction, alteration or remodel' above name' ,tho express .provision tat the applicant will ances Nos,,'94, 93, 94 and 97, known as the ces of Alianni Shores" Village pertaining to of buildings qrs �K 1 J � r ' " MIAMI SHORES VILLA E BUIL4I G INSPECTION DEPARTMEN • APPLICA 1iN FOR BUILDING ERMIT • Application is hereby made for the approval of the detailed state,ui ni ur uie plans and inc or other structure: her in, c escribcd This pp is lion is made in compliance and eonfomni Shores \ iIL gc, E'lorid:i an ;a1 $provisions rif die s the. State of :Florida all ordinance regulations of. the li ►ii ins Divisintn of. Miiuni 5 r ?'Vi " a shall be complied wfth, wheth4f plans and- pccificat-ions must be kept ail bwilding d o grass of the work. Owner's Name and Address ] CAI ..,i?6/144 Registered Architect and /or Engineer SF c Name and address of licensed contactor S Location and lgal description of lot to be bulk Lot 71.. ® ..... Block. M. .. ».. }..» SubdivistonL al! L Street and Number where work is to be done........ ..,.. _ » .. State work to be done and purpose of building (bar floora)AEPML&4' ()-W.® P 6 i<it1 C'.:... NO Si 2 z 2 ct Date. do 'fications herewith submitted for the build with the Building Ordinance of Miami "+clams S ores:Yiliage and all rules and or not. A copy of approved 194—... 86 /7_ ..,19 No. 2 tE Street e2 2 S74V gT /4 »n.,r•.. •••t.t•tttn,nnae••man.etrnt. ..•••••..•• »• n-r� S !B6' �• try% !9ffeigig -V ith241. :. )31 L3ael /'2 ence 1 N'ew Remodeling Addition Repairs. To be constructed of Kind of fo n tion Estimated Total cost of iihiprovements ......and for no other purpose. No. of Stories Roof Covering ( -/� ..............._---- - Amount of Permit $.. Zone cubage required __»__Plan Cubage Distance .to next nearest building L J •. -. -.,, ».......Size of Building Lot.. Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with referen$e to the building and its construction may be sent to The undersigned applicant for this building (permit does hereby certify that he understand of labor under the Florida Workmen's Compensate n Act, being Section 5966, Compiled Gen d will require similar compliance from all co. will post or cause to be posted for spect ed agrees to employ only such . tea and has complied with the provisions thereof, a in the work to be performed under this permit; or notices as are required by the Act. The under permit, as are licensed by Miami Shores Village Remarks STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a not peared SS. (Signed and accepts his 'bligations as an employer al Laws of F • %• a, Permanent Supplement, tractors o su-•� ntractors employed by him on on t 17of the work such public notice on to be performed under this public, duly authorized to administer oa and take acknowledgments, personally ap- ..._.» _.1.. -- J. to me well known, and who, being by me first duly sworn, upon • di of the above described construction, that (iFe therein• by him stated are true. 194 49 Permit No ..... ... _ .... Date Disapproved _. (Signed) deposes and says that he is the. ...... carfylly bpd the foregoing application, and that he did sign the same, and that all facts PLANNIIigi BOARD.. .Chairman .y.. »....�._....».....»... Member............. ......_»�.... __» .. ..: »i Rea . , Sworn to and Notary Pu ».. My Commission E Member .... Member » ............ Member Disapproved Member.L........... .....` .. L.1 »_.. _. _.._._ .. Council Approved ....» _.L ...._ Date NOTE: A charge of $1.00 will be made for I making corrections or changes to this appl the I9.inning lioard. A re-inspection fee of 51.00 will be charged when such re- inspection is made materials and /or workmanship. ubscribed before me. lic, State of Florida ABLIC STATE OFF5%x°1 �9 p COMMIS Elllikg l�- A* PFA THRu GENE■t, IN5U ANGE ........... Date cation after approval has been obtained from by improper notice for inspection ar faulty BUILDING ELECTRICAL PLUMBING ROOFING MIAMI SHORES VILLAGE, FLORIDA ° PERMIT NC' 7886 C DATE 19 Contractor's License No. Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot Description B1 Subdi- vision Address of Value of l 1 Amount of Building Project $ 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In as cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY ABBOT AseN- BUILDING ELECTRICAL PLUMBING MIAMI SHORES VILLAGE, FLORIDA PERMIT N° 8820 . Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot . Bl. Description Address of Building This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. DATE 194= Contractor's License No. Subdi- vision Value of Project Amt. of ,f Permit Signed: INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordfnandes and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. By. CONTRACTOR OR BUILDER BY BUILDING ELECTRICAL PLUMBING MIAMI SHORES VILLAGE, FLORIDA PERMIT N° 8790 Work to be performed under this Permit Owner of Building DATE 1941 Contractor's License No. Architect Contractor or Builder Legal Lot Bl. Subdi- Description vision Address of 11.. . f Value of Amt. of Building . ` Project Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBING Owner of Building MIAMI SHORES VILLAGE, FLORIDA DATE PERMIT N? 8778 Work to be performed under this Permit_ 1940, Contractor's License No. Architect Contractor or, wilder Legal Lot Bl. Description Address of j'` ? . Zi Value of Amt. of I 7 Building '� i Project Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation heref or in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Subdi- vision Signed • By INSPECTOR mss/" In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY • BUILDING ELECTRICAL PLUMBING MIAMI SHORES VILLAGE, FLORIDA PERMIT N? 8777 DATE 194E Contractor's License No. Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot Bl. Subdi- vision Value of Project Amt. of � Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the P g this responsibility all work done either y agent servant or employee. By work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting t is permit assume response i i y for a wor one by ei er myself, m . CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBING MIAMI SHORES VILLAGE, FLORIDA DATE 194— PERMIT N2 8713 Contractor's License No. Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot Bl. Subdi- Description vision Address of Value of Amt. of �- Building Project Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation hetefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. p AL.,/ Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work -covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBING MIAMI SHORES VILLAGE, FLORIDA DATE 194 PERMIT N? 8946 Contractor's License No. Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot Bl. Subdi- vision Value of Amt. of Project Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation heref or in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner Buildin Archite Contrac or Build Legal Descrip Addres Buildin MIAMI SHORES VILLAGE, FLORIDA ❑ PERMIT N? 15393 Work to be performed under this Permit DATE 195 Contractor's License No. _ D a tor er Lot I I B BI. S Subdi- This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date t//' 9 /9LJob Address WO /1)C / 4y 44 s ✓ Tax Folio Legal Description Lo 13' S Historically Designated: Yes No / Tenant /C N70.S / ,(6/ wf Owner's Address Vt./ Z ,Jli /pa 'pD S Contracting Co. • 9 • %/.6 la. / eat- Master Permit # Phone a74-92a 0 Address 9 c// /v s[4'TE ,e 7 ,4; i %/fii0'(� Qualifier ‘171 ,oA.) SS# . g ST 300 0 State # C a-- O DPSfi Municipal # Competency # 7,0V962 a Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /A,,9%4-U,?i ) c /Viag -ioeK PUS ,Qre/6 e'V /Qo tc IV/11 :4)/4/ Square Ft. Joe> Estimated Cost (valuejt/a0 oO. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President 2eatvwf ,e Notary as to Owner and/or Con My Commission Expires: o President ate 2C;/6 Date 1•'EES: PERMIT AYO- APPROVED: Zoning Mechanical Plumbing Engineering eat{m �� r��.AIW9EA A. C 8 1 3 AUG. 201099_ .. RADON Building C.C.F. Signa of Contractor or Owner- Builder // otary as to Contractor or Owner -B My Commission Expires: lder �R RY PUB OFFICIAL NOTARY SEAL to 1,..L1RIii 1G DORSEY • „C4A11 w ::UA?Ml e,?CIN EXP. 0 4 AUG, 201 °- NOTARY e Electrical Date ///2-61 Date TOTAL DUE Zy 32o. 7o 31._i coD Ce 22) PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date e. (6. g� Job Address I//!Z L Q3 3 y- Tax Folio MAµ�S riaSeato,0 '< Legal Description 409E 7'f ' t !- 1 K. C\ Z , Historically Designated: Yes 11-.3Z- 06- /7 -o'71/V Owner/ Lessee / Tenant -Pc:31>e e4 1 "i ids �7 >✓i A-�. Owner's Address yyZ /) • E /03' S71. Contracting Co. 0— (..- %rC ( c f Qualifier C /•( ROA. / L & . State # i— CO!) 953 0 Municipal # Architect/Engineer �� V4,1,6,04- No Master Permit # 79 y9 Phone -836 a. Address ? OD tom.) t/ C/ C-7: ss# ) Phone - 7 7O / 46Lep, Competency # /9 7 5 - Ins. co. Address 3 b z,/ ,s-c," 6.D ,c4-v e. Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING LECTRIC PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION (..1.1 r 2 . / L X ,-, "' C `C _ r" •C.Aza Square Ft Estimated Cost (value) - WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner an d/or Condo President rte 0 My Co 6 -/.61s Date and/or Cond: 'resi•,) Date CILLIAN SMUGLOVSKY MY COMM EXP 5/05/96 BONDED BY SERVICE INS. NO. CC 198881 FEES: PERMIT '"1` RADON C.C.F. APPROVED: Zoning Mechanical Signatur - o ontractor or Owner- Builder ary as to Contractor or Owner - Builder Commission Expires: O , IAL N• ARY SEAL YAMILA DEL RIO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC372561 MY COMMISSION EXP. MAY 998 NOTARY Building Electric Plumbing Engineering Hi-93 Date Date TOTAL DUE PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 11 i /o I Job Address 4 a. %1« 10 Kt,/ 5- f - Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant /Vet r47 n 4 Heirs Sc, SC& 5 S e }TWA—, Master Permit # 1/02/S-- Owner's Address 9a e Phone 305—, 1]6-4. /00 3 Contracting Co. GO S P.A. `P-t- • C—ZA. Y % Address 21. S Z. S W t, t? e*. Qualifier (-oN. y t oS /s. �J O ` I" ss# 30S' Z Z 4"I 0 t State # Architect/Engineer Bonding Company Mortgagor Municipal # Competency # /`)/ A Address tJ ( A Address N/ Ins. Co. Permit Type (circle one): BUILDING WORK DESCRIPTION l ep i de e; h',13 Address PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN n S , i Vl + I/ f1 r'm rn e lS / if tt'a ll alenn o r 4-load l r fix Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I cert ' - ' a a e foregoing information is accurate and that all work will be done compliance with all applicable laws regulating cons i. tion and zoning. F ennore, I . thorize the above -named contractor to do the work stated. Signa Notary as to My Co APPROVED: Zoning Mechanical Date C.C.F. s moo r 3 r°� Signature of 2 -o j Notary as to . ntracto My Co sion Expire NOTARY Building Electrical /.2-3-441-2/ e� Plumbing Structural Engineer Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 94/.,--<? tj.E. )(23.-.517 Legal Description '7 7&P Owner / Lessee / Tenant Gec)r-CW, 0- 60i{ b Y 2 Owner's Address 0-A2 /(`,),'� n in Contracting Co. 1 f'( �1�j( Y7 C, Address Qualifier `pia j )J 1 l(' C /'3 € r1 SS# Competency # Ins .Co . t ' a> �l /G1I?C1 C(7�u /J Tax Folio .3a?0.6 /7 D, r1 J a Y72. Master Permit # �J jq>�� - `// `aPhone 9%iq-Z) / 3 State 4N�'6-6!) /0 7 0 Municipal # Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING( WORK DESCRIPTION iv- V") Yl c` b(1( \CAS ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING e 11E,V\ : J FENCE SIGN Square Pt. Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing informati n is accurate and that all work will be done in compliance with all applicable laws regulatin ons uction and zoning. Furthermore, I authorize the above -named contractor to do the work st, Signature of owner and /or Condo President Signature of Contractor or Owner- Builder Date: Date' fa Notary as to Owner and /or Condo President My Commission Expires: ** * * * * * * * * r- FEES: PERMIT /V t RADON C.C.F. APPROVED: Fire Zoning Mechanical Notary as fop nt`rac o 1 � My Commiss, �,�� resrOMMISSION NUMBER CC255237 DIY COMMISSION EXP. *. . .: • *1,A N . 6,1997+ * * der ** NOTARY TOTAL DUE .0456 Other Building Electrical Plumbing Engineering APPLICATION FOR MIAMI SHORES VILLAGE DateV ' 2' Job Address 440. NA. 163 st, Tax Folio f /7 b / "%71)-(e' Legal Description U PMkNp. �pLJT M l M, S Wb�gS Owner / Lessee / Tenant [IJGLt PK® 611)054" 60 Master Permit #,P%l Owner's Address Li 1 ■ N 1 i(01.) S 7. Phone Contracting Co. C1 (- 0-4)1v\151-14(r (r 0 1,10111 \ OD Address i01 c4oLKAL Pwy 414140 Qualifier\AW V\• CA>JN)2,1 n4 SS# 145 - SO _i30(15 Phone (3o 5) -ZSWC State #C5g440 Municipal # Competency # Ins .Co .N Id0 .111 0006E G). Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING �p ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION L.1-�1DVC ' ti\164 Ki1016N S1gslk t141104114k &', Square Ft. Estimated Cost (value) ? WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin: construction and zoning. Furthermore, I authorize the above -named contractor to do the work = at =d Signature of owner and /or Condo President Signat F f Contractor or Ow r- Builder Date: Date://9.1 Notary as to Owner and /or Condo President My Commission Expires: pp ' "P&p JOSEPHINE CHURCH Lei ota • as to Co '1- y Commission ** * * * * * * * * * * FEES: PERMIT ,0° ° 1-2° RADON C.C.F. 5 D NOTARY g-'2)0 TOTAL DUE APPROVED: Fire Other * ** Zoning Building Mechanical Plumbin AtA Electrical ,engineering o PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5 i Job Address 4 -jo- /tic- /0 3 S74 Tax Folio o cj { ,n Legal Description L---0 t-1 +� ? L — t Owner / Lessee / Tenant RO,3 A0.54/E-4GfrA Master Permit # Owner's Address S� m Phone Contracting Co.<ccNS'ET Se u/2i><-c, cSysle.-14,4s 1 )qddress 27,0, iBoc S-33 Qualifier Pot.) C . M 0 S£ 1'P ss# / Phone 3 ?. (F6 State #CF 26C--- Municipal # /A/,>s Competency # Ins.Co.G✓f'.7N.3.3 Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDI ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION / S'T,o /1,e) 3c, R ACIO/214 SvSy 1 / /v4s4 c;o -- cc/ e&- Square Ft. Estimated Cost(value ) 4 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above-named contractor to do the work stated. 6:44(! Signature o Date: 3 Notary as to Owne My Commission Exp or Condo Pre dent )off '<Conkcs4A�t 7i COMMISSION NUIdiER Q CC255237 MY COMMISSION EXP. F \. -o _ AN. 26 1997 FEES: PERMIT '"[R'" RADON C.C.F. Fire Building Mechanical Plumbing APPROVED: Zoning Signature of Cont or or Owner- Builder Date: 3/e Notary as t My Commissi * CPPICIAL NOTARY *I %. ntraOtor 90 e�A u d VW- 4'; COMMMSWN NUMBER CC255237 (*OF " of MY COMMISSION EXP. R. JAN, 26 1997 NOTARY 5./ Other Electrical Engineering er ** PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date aj •16•9 j' Job Address q4l Z I 03 Tax Folio / / 7-0 7 'V' q M r Imo rrs3�{ a P y Legal Description GcS % *O %N lioc.,14 q Z Historically Designated: Yes No >4"-•• 3 '4'{) 3WO. -v 60 . Owner/Lessee / Tenant RpNszQP,'-‘- 0S \-,e,1 M . Owner's Address 414 2 N. 1 493 a- Phone 7 Master Permit # Contracting Co. ,,- 447 //O Address / ST Qualifier RCN? 7 7 -1,40 147 SS# ‘9 pc-c- I State # Municipal # Competency # Ins. Co. Architect/Engineer -FA-+ Address 62.. G 71J e. Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL LUMBIN') MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION / /Of, Square Ft. -� ' Estimated Cost (value)) r'. 3 d D WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate ro permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin g. construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. st,„ Signature of owner and/or Condo President of % ice!% rondo ' esident 616.45 Date My Co TERN RN SMUGLOVSKY MY COMM EXP 5/05/96 BONDED BY SERVICE INS NO.CCI9: :81 FEES: PERMIT RADON APPROVED: Zoning Mechanical Plumbing Date Building at e of Contractor or Owner- Builder JOZEPHINE NOVO as ST oP ommission Excrpires. Date LORIDA f iA5?° r 2 S'ate C.C.F. /. NOTARY TOTAL DUE .g6. Electrical Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ,? OOJob Address LW 0-6 103 Y c' Tax Folio Legal Description Historically Designated: Yes No ✓ Owner /Lessee / Tenant 12.. Dbe y iz Y 154-7,,,0 n 5 4 l t 41 Master Permit # , (% Owner's Address 42r- /06. I o 3 v Contracting Co. \-0 j1 ' Qualifier State # A chitect/Engineer Bonding Company Mortgagor Municipal, Address Phone 305' /5913(0 l/ SS# - Phone Competency # Ins. Co. Address Address Address Permit Type (circle one): BUILDING ELICTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ti Yo*- -d 0)1)O,4. eleaL- Du"t- ( tie ce, do/n j/'.. /11U✓ it fri'd 05S Square Ft. IA- tide rrteetth Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for FT FCTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru tion and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 1"'?+#0riD or cpn.00 President Date of FEES: PERMIT ) RADON Signature of Contractor or Owner- Builder Date Notary as to Contractor or Owner - Builder Date My Commission Expires: C.C.F. + 0 NOTARY BOND APPROVED: TOTAL DUE .S�- -S `„.....-- Zoning Building 1X V Electrical Mechanical Plumbing Structural Engineer Permit No. C) MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Date__ / 7 0,,-7/ 2 5 �`-- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. F.M, £ A Owner's Name and Address Y Registered Architect and /or Engineer £ EE12 A RD , r gi Employing Plumber's Name / ! A' I P JV M 73' 11, co, Location and Legal Description Lot Street and Number where work is to be performed —No. 4 7 2 No. 44 2 Street AI E, / 03 r4�T No. Street Block Subdivision Street ,E,/0 3 State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Repairs No. of Stories Size Septic Tank-4X X T x 7 PRY-WEAL 1 ype of Tank Capacity Gals Feet of Drain Tile Dist. Feet of Tank or Drain Field from Well 4 x `f- Nature of Water Supply: City -Well Size of Soakage Pit Amount of Permit $ ( Signed Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that h _ . derstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Shores Village. STogS 'BROS, D / I o -, STATE OF FLORIDA, , COUNTY OF DADE. i ss. (Signed) b' - PAR TAIE 'Q /J, AE1t Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. CLOSETS BATH TUBS SHOWERS LAVA- TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS TOTAL FIXTURES CONTR. LIST v CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM'G POOL CONTR. LIST CHECK Size Septic Tank-4X X T x 7 PRY-WEAL 1 ype of Tank Capacity Gals Feet of Drain Tile Dist. Feet of Tank or Drain Field from Well 4 x `f- Nature of Water Supply: City -Well Size of Soakage Pit Amount of Permit $ ( Signed Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that h _ . derstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed under this permit, as are licensed by Shores Village. STogS 'BROS, D / I o -, STATE OF FLORIDA, , COUNTY OF DADE. i ss. (Signed) b' - PAR TAIE 'Q /J, AE1t Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT ,n Permit N6 Date. I — 2- V S Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address_____ _ ___x__,_ M_!__ f,�!�' Registered Architect and /or Engineeerr. /'' - l "V y �/_ Employing Electrician's Name_ Vie!" . `" I i No 2. 7l_[ Street _.L_LAL ;11G6 Location and Legal Description Lot ___ -_�_ __ .' w_ Block ___ __________Subdivision____ ______i___ Street and Number where work is to be performed- No:,_____.______ / o , �. ------ -- - - - - -: •-- _Street-- ---- -- -1 � t- State work to be performed and purpose of building (By Floors)____ ____ _- New Building_________ _r Remodeling__ _Addition _Repairs No. of Stories_ _ Overhead Service Underground Size Feeders_____________ Conduit__- _______ -Main Sw.__._- .- _- •___ -_ Amps._ - - - -- - �__ -_ -= -Main Fuses___ - -�W __-._ -_-- -Amps Type of Installation- Conduit-__- - -__-__Tubing- __ ___- .___- ,B.X.L. Metal Moulding -_ - -- _---- _--- ___.-- - -_ - -_ - ----- . - - - - -. - ° - -- Amount of Permit $ / _ ) ______.__ _____ _____________ (Sign Electrical Inspector. The undersigned applicant for this building permit does hereby certify th.I Piled and accepts lns obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, f • piled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance rom all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspe 1 on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contrac on work to be permed er this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared_ to me well known, and who being by me first duly sworn, upon oath deposes and says that he is,the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ss. (Signed)— Master Electrician. - My Commission Expires NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Notary Public, State of Florida SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P•T'S FIXTURES NO LAMPS REPRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CONTR. LIST CHECK ENT. SW. D1ST. CAB. SERVICE TEMP. SE ICE M. MOTORS 0.1 HP ;'- I. P NEON TRANS. RADIO TOTAL CONTR.� LIST CHECK Overhead Service Underground Size Feeders_____________ Conduit__- _______ -Main Sw.__._- .- _- •___ -_ Amps._ - - - -- - �__ -_ -= -Main Fuses___ - -�W __-._ -_-- -Amps Type of Installation- Conduit-__- - -__-__Tubing- __ ___- .___- ,B.X.L. Metal Moulding -_ - -- _---- _--- ___.-- - -_ - -_ - ----- . - - - - -. - ° - -- Amount of Permit $ / _ ) ______.__ _____ _____________ (Sign Electrical Inspector. The undersigned applicant for this building permit does hereby certify th.I Piled and accepts lns obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, f • piled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance rom all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspe 1 on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contrac on work to be permed er this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared_ to me well known, and who being by me first duly sworn, upon oath deposes and says that he is,the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ss. (Signed)— Master Electrician. - My Commission Expires NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Notary Public, State of Florida Permit No. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Date Application is hereby made for the approval of the detailed statement of the plans and specifications herewith su emitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. k Owner's Name and Address i t _A ±_ Registered Architect and /or Engi eer Employing Plumber's Name________ Location and Legal Description Lot Street and Number where work is to be performed —No No Street V-tia -131111 Block No. -442 Street State work to be perforEand purpose of building (By Floors) a New Building Remodeling Addition Street Subdivision Repairs No. of Stories Size Septic Tank Type of Tank Capacity Gals. Feet of Drain Tile Dist. Feet of Tank or Drain Field from Well Nature of Water Supply Well.____ Size of Soakage Pit. 2, l 1 5a 7 ount of Permit $ 0 Plumb' - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer abor er the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, as com- ied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in th work to be 5cliformed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are inensed by Miami Shores Village. r rt TAATE OF FLORIDA, 7,UNTY OF DADE. i ss. \ \\ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared ( Signed )22 L.0 Master Plumber. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. CLOSETS BATH TUBS SHOWERS LAVA -. TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT' 1�i Stu 1j TOTAL CONTR. LIST /�Z ��` l CHECK ?y J 5 6 , _ -''� 2, 2_ -y s �] �° •. .7 Is SEPTIC TANK SEWER CONN. DRAIN. FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SW IM'G POOL A KJ CONTR. LIST - CHECK , 00 50 Size Septic Tank Type of Tank Capacity Gals. Feet of Drain Tile Dist. Feet of Tank or Drain Field from Well Nature of Water Supply Well.____ Size of Soakage Pit. 2, l 1 5a 7 ount of Permit $ 0 Plumb' - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer abor er the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, as com- ied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in th work to be 5cliformed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are inensed by Miami Shores Village. r rt TAATE OF FLORIDA, 7,UNTY OF DADE. i ss. \ \\ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared ( Signed )22 L.0 Master Plumber. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. I Permit No __ Date MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT • i _} Application is hereby made for the approval of the detailed statement of the plans and specifications herewith subt'nitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address _ No ' Street/ Registered Architect and /or En, � � 3 Employing Plumber's Nam N Street -**.' Location and Legal Description of Block Subdivision Street and Number where work is to be performed —No. Street State work to be performed purpose of building (By Floors) New Building ' Remodeling Addition Repairs No of Stories Size Septic Tank to Feet of Drain Tile Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well Size of Soakage Pit Type of Tank_ Amount of Permit $ ( Signed) Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he uMerstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ,ublic notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractor '.n work to be perfo under this • : mit, as are licensed by Miami Shores Village. ( Sign STATE OF FLORIDA, l ,. ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. CLOSETS BATH TUBS SHOWERS S LAVA- TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS TOTAL FIXTURES CONTR. LIST CHECK SEPTIC SEWER TANK CONN DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM'G POOL CONTR.A'r LIST CHECK Size Septic Tank to Feet of Drain Tile Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well Size of Soakage Pit Type of Tank_ Amount of Permit $ ( Signed) Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he uMerstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ,ublic notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractor '.n work to be perfo under this • : mit, as are licensed by Miami Shores Village. ( Sign STATE OF FLORIDA, l ,. ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Permit No MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT 447 J Application is hereby made for the approval of the detailed statement of the plans and specifications herewith subni tted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of•approved plans and specifications must be kept at building during progress of work. Owner's Name and Address ___._.. - '-__N--- _- ._— Y�_v___ No. -__-" s -- 4- 2-- ---__ - Street,.4 _—LP 3 Registered Architect and /or Engineer_ ________.__��._ Employing Electrician's Name___.c:_i,._ AA Location and Legal Description Lot_- _- --�- _--- _ -_ -_/ _ -- ___ -__ Block ? Subdivisio/n_____/_1_-__-.--------- Street and Number where work is to be performed- No.- ____ -- _ZI Z"` Street<__03__ ___- __�___-_ State work to be performed an purpose of building (By Floors)_________ (Y-41"16'1- __ __ ___ e ___,._ _ _ __ __�__._______- New Building______ ✓_ -___ ___Remodeling___.__- __-___ —___ Addition___- _______ -_-__— __Repairs_.__-_ ____-_-- ____ -__No. o StoriesT.._ -, r - - -- No.) 211 street...C__&."- Service Over Size Feed Type of Installation- Conduit- -___-_:-_ nduit_ -Main Sw._ t 012_ Amps._- Main Fuses____1...3L_V--.. Amps _._.B X . _ Metal Amount of Permit $-- _/2.._ a (Signed) , J. Electrical Inspector. The undersigned applicant for this building permit does hereby certify that derstands and accepts / obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Comp ed General Laws of Flo da Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act The undersigned agrees to employ only such sub - contract' ,n work to be performed under this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally (Signed)__ Master Electrician. appeared_ tome well known, and who being by line first duly sworn, upon oath deposes and says that he is the______ __________ ________ -_ -_ _________ _______ of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee! of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. ,` SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T'S FIXTURES NO LAMPS REFRIG. OUTLET IRON OUTLET. RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CLSTR. 1 7 .2.-0 .2 7 / / / / CHECK ENT. SW. DIST. CAS.. SERVICE TEMP. SERVICE PERM.. MOTORS O -I HP MOTORS I -S HP NEON .TRANS. RADIO - TOTAL CONTR. LIST. CHECK Service Over Size Feed Type of Installation- Conduit- -___-_:-_ nduit_ -Main Sw._ t 012_ Amps._- Main Fuses____1...3L_V--.. Amps _._.B X . _ Metal Amount of Permit $-- _/2.._ a (Signed) , J. Electrical Inspector. The undersigned applicant for this building permit does hereby certify that derstands and accepts / obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Comp ed General Laws of Flo da Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act The undersigned agrees to employ only such sub - contract' ,n work to be performed under this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally (Signed)__ Master Electrician. appeared_ tome well known, and who being by line first duly sworn, upon oath deposes and says that he is the______ __________ ________ -_ -_ _________ _______ of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee! of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. ,` PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ' �S Job Address 4/172 ti • I p s1. Tax Folio l I 3 2 O E2— D / 7 — 07 /a o eD P S do lags Sec -7 o,. Legal Description % 4 , i cpc..AC Historically Designated: Yes No X . Owner /Lessee / Tenant 1'4 R. 4N , i2 S Cam. �j 1 -'{ �,. --� p. i M. Master Permit # ►J \ A • 3 7g y Owner's Address 'i4'Z / 03 Contracting Co. k Qualifier„lo2b Phone 7 g a 6 O. Address (11-)-C> Sse,=="g 7 , SS# Phone(3xs)'663.0322• Competency # Ins. Co.. o, "AG'f'e. Address 36Z! Sw 6th /- 4673,52o. Address Address ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN State # GRC 05134 g Municipal #j Architect/Engineer UC-4- � �2G i-'j � tGcJ Z -c. Bonding Company Mortgagor N� Permit Type (circle one). WORK DESCRIPTION F:t-DS; \-\- Square Ft. 3 an Estimated Cost (value) 34 tYD WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatipg construction and zoning. Furthermore, I authorize the above -named contractor to do the fork stated. Signa 81Y y Co e bf owner and/or Conslo'Pres ;dent as to caner d/or �� ndo President ssion Expree ? -c17 Date g/S s,,i ,•; LOURDES L1NARES 4- 'Notary:State of Florida `? Public y Comm. Exp:02/22/97 '0, , , ' Comm# CC261278 : � FEES: PERMIT , I't / RADON 3). C.C.F. NOTARY S Notary My Commission Expires: 5:- 5 LILLIAN Owner-Builder UCLOVSKY MY COMM EXP S/05/96 BONDED BY SERVICE INS. 6 %. ?S Date Date ntract APPROVED: Building - V ' ' r Zoning g ', Electrical, uilder TOTAL DUE Mechanical Plumbing Engineering 1,2 .90 7 'I J 4/1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6 (( ts' Job Address </'/z ,t ' /03 S Tax Folio 1/ • 32._ • 0 b- 0/7-07 V) . �►..�ra -wt Legal Descriptionnp/' 7.4 7 M al k 9 L. Historically Designated: Yes No Owner/Lessee / Tenant )C O &' Q S\'‘'Q. w'-1 Master Permit # 3s -74j 'Y 9 Owner's Address 4 `T Z ,)0( £ ! 03 ) f Phone 7.5-4.7 - $3 6 Z Contracting Co. p ay n . Address G"? 63 s - J 6 6. Qualifier U t:,nC�C`,t � \ 1(c\O SS #,`� �:'( Phone - 38 S t a t e # ( ' 0 , e . ~+ Municipal # Competency # Ins. Co. Architect/Engineer --p„9-4 V p le."vT Address bZl CwrW Cs) 0 C3uC.. Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION " RO V ND Square Ft. j p �- �— Estimated Cost (value) , WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatigg construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. airwt Signature of owner and/or Condo President My Co •i6.9S Date l—/ and/or Co ado Presider Date LIAN SMUGLOVSK MY COMM EXP S/05/96 BONDED BY SERVICE INS. NO. CC 198881 FEES: PERMIT RADON APPROVED: Zoning Mechanical 1 C.C.F. J /l Ce C Vv� Sigrrd of Contractor o er- Builder Notary as to Co actor or 0 My Commission Expires: NOTARY Building o 9/' �93 rr Date Electrical TOTAL DUE v6 Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / 2/7/9' a Job Address 45/2 A /12.5377 S7 ax Folio y Pie Legal Description eon 7,s 4& kQ2 pprf ok 1.12. Historically Designated: Yes No <!?_91..essee / Tenant L506 Has Master Permit # Owner's Address 1/442 /✓E /03 ST. Phone li 3$ = 33 6 0 8-773 Contracting Co. /52L 4/F/}9) /A/C , Address a3 9/1 Al e,4-64/ .4'.' Qualifier D AI/D � De%M F SS# Phone 6(--/-1/70. State # Municipal # Architect/ r 774_ Tre j /n/G Bonding Company Address Mortgagor Address Permit Type (circle one . BUILD ECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION41 / d z ,� .t *Q -' o (r Competency # C J 7 Ins. Co. ,f iey Co,/. Address ,)-313"- it/A) 26.1r. Square Ft. 3S7, S - Estimated Cost (value) ai3 (-4) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction, I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Signature of Contractor or Owner- Builder Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder My Commiss '. orti, ANDREW B. CACHINERO MY COMMISSION • CC 490942 € EXPIRES: August 23, 1999 Bonded Dm Moiety Public Underwriters My Commission Expires: PEES: PERMIT RADON C.C.F. APPROVED: Zoning Building Mechanical Plumbing NOTARY Electrical /2 /7/s'a Date Date TOTAL DUE /115° Engineering 3 L PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date "'- �� Job Address A11 /1°3 Legal Description L-.(1 T '7 rte. 1314 9 �y 1. Owner/Lessee /Tenant j& 4 i J I t, S / rn Owner's Address ' /c AI F /e'.3 Contracting Co. Qualffier jc / (LW state # CC.5 975 S) Municipal # f ax Folio / ! j c.,k 4) o 1 � ' r0: r% /5 /Y Historically Designated: Yes No Master Permit # (� 3, 7 Phone 75'9— (1.2 o J 6", Z` Address ! 2 9,/I) /15 ss #& oR33 l Competency # O / 0r % Ins. Co. 7 7k . PVC Si a Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL WORK DESCRIPTION ; .1 s j2 j',�I* PLUMBING MECHANICA ROOFING PAVING FENCE SIGN r,X; ) (W-61 '-?.c. Square Ft. r F ! ' Z E (: C t" : Litt 1 26A: i4 Estimated Cost (value) 4/1-6 j iv • X)G WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a»d zoning. Furthermore, I authorize the above -named contractor to do the work stated. )1clet)`tk —7-95 Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical RADON C.C.F. 8-7-95- Date e of Contractor or Owner - Builder Notary as to Contractor or Owner - Builder My Commission Expires: NOTARY Building Electrical P-7 -9 Date TOTAL DUE 10/•( ti``' Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date //'2 5" 7 Job Address / o n,1 /03 S % /fit -` 1—Tax Folio Legal Description Si.l 6 /f% v Lk q:,--)1 L.0 7 Owner' / Tenant Rip Litt— 7/21 S"L t.t/n Owner's Address Contracting Co. Qualifier /1-- 3,-;4b oi7- O-1(10 Historically Designated: Yes No 9Y:2 iu'&' it state # C CC 0573 no Architect/Engineer Bonding Company Mortgagor Address Municipal # Address Master Permit # Phone /0 W i7 SS# * Phone .3 3 __ 4 3 /, Competency # Ins. Co. Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN PAVING FENCE SIGN WORK DESCRIPTION o A r^o o r - • :.tee. sAtA4-, r l�! y ir, Q 1'r a Fk- Square Ft. a7 ad Estimated Cost (value) #2/ Q .r c WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in ttu jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or C esir�g, ri:∎ 4, o PreideP,6672 �, Q My Commission Expires: ;R3, 0 �� a tt�a ®e. A , 2p dNI p1p 4n:ic Urdm.a�C�"� 4� MOO Notary as to Owner and/or FEES: PERMIT APPROVED: Zoning Mechanical Plumbing RADON Buildin Signature of Contractor or Owner - Builder Notary as to Contractor/6r Owner- Builder My Commission Expires: S"—,3..C, —5? 9 OPT, OFRCLI NOTARY SEAL C43"..'.: 4 s'°?N NO. CC48017 4`u 4 .4.,t AUG.:i: i95i C.C.F. % NOTARY TOTAL DUE Electrical ?90 Engineering Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. mT.‘.4)vi-_-c\nErl JUL 13 2009 JJ BY: cfoq-itot Master Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Martin F. Scasserra Phone # (305) 962 -8550 Owner's Address 442 N.E. 103 Street City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 442 N.E. 103 STreet City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 11- 3206 -017 -0740 Is Building Historically Designated YES NO X Contractor's Company Name Ouality Roofing Contractor Contractor's Address 13800 N.W. 1st Avenue Phone # (305) 953 -3333 City Miami State Florida Zip 33168 Qualifier Name Carlos Arocho Phone # ( 786) 367 -2029 State Certificate or Registration No. RC0058627 Certificate of Competency No. 000017889 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2,300.00 Square / Linear Footage Of Work: 1 sq. Type of Work: ❑Addition ❑Alteration ❑New Kt Repair/Replace ❑ Demolition Describe Work: Repair leak at rear flat roof south side. Repair leak at tie -in of flat to tile roof. Repair leak at front overhang. wS<�r tt� l Notary $ 50-00 Permit Fee $ /C6a°. CCF $ Training/Education Fee $ " Technology Fee $ Scanning $ ' ` Radon $ DPBR $ Bond $ Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore oing instrument was acknowledged before me this /0 day of , 200i , by ( +) , Signature Contractor The foreg ng instrument was acknowledged before me this1t2 , day of , 20 B ( , by `'c'.7 brOC , who is personall sown to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: U 1 J4 My Commission Expires: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *; NOTARY PUBLIC: Sign: Print: / My Commission Expires: **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: %�//V %/!5 �J! Plans Examiner Engineer Zoning (Revised 07/10/07) BUILDING Miami Shores Village 01 g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICATINAN 2 3 2001 FBC 2004 ---------- Permit Type (circle): Building Electrical Permit No. \\[ T I Master Permit No. Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Me l i s s a S c a s s e r r a Phone # Owner's Address 442 N.E. 103 Street City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 442 N . E . 103 STreet City Miami Shores Village County . Miami -Dade Zip 3 31 3 8 FOLIO /PARCEL # 11-3706— (11 7 -0740 Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Contractors .Phone# (305)751 -0387 Contractor's Address 1 3 800 N. W. 1st Avenue City Miami State Fla Zip 33168 Qualifier Name Carlos Arocho Phone# (305)710-4600 State Certificate or Registration No. RC 0058627 Certificate of Competency No. 000017889 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1,500.00 Square / Linear Footage Of Work: Repair Type of Work: ['Addition ['Alteration ❑New El Repair/Replace ['Demolition Describe Work: REPAIR LEAK AT FLASHTN(,' ON REAR SW CORNER OF HOUSE, AND RFPT,ACF. OR REINFORCE BROKEN TILES, HIPS, AND RIDGES. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ IDD CC CCF $ Notary $ Training/Education Fee $ 0 4J Technology Fee $ ' Scanning $ C0100 Radon $ CO /CC DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 110 ' LQ See Reverse side -- Bonding Company' s"Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City ~�^ ""y.�State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b • i s proved and a reinspection fee will be charged. Signature(/' ' it /� / Signature Owner or Agent Contractor The fore oing instrument was acknowledged before me this / / The foregoing instrument was acknowled ed before me this ,,Z„1„ w day • i;'ll .d , 20 t 7 , by AWN' SC # SSA 41— , day of Z-.� _ , 20 0 `), by i` % .. e�C� who is personally known to me �vho has produced who is personally knnwn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: Sign: 4264)`. �K11 ales Print: M C Expires: %D / 1p Sign: Print: ":‘(4!l1�1�. fleet Z. ,,. orn • My Commission xpires: /� My Commission Expires: : ° 4'o° ,� � O tnr� 'ttc9ll! l! Ael�e Plans Examiner APPLICATION APPROVED BY: (Revised 02/08/06) Engineer Zoning NOTARY PUBLIC -STATE OF FLORIDA Eileen T. Morales Commission #DD481031 Expires: OCT. 12, 2009 ,t ^�1 't h_,t Atlantic Bonding Co., Inc.