Loading...
578 NE 93 St (6)MIAMI S VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date / O /27 103 Time Type Insp'n - Permit No. O3-- 127 Name RR Li YLO l 8 5 Address S 93 S� Company Phone # S Z ( O 1 For Inspector: 0 d 101 281O3 Name & Date Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 �Qb� Building Inspection Request Date "D\03 / Time Type Insp'n 7) 1 --� f '`� d7 p j Permit No. p 3 / o� � `•/ 6 Name ge.Ol/ S Address Company 6' 2 Z-Qr ' d1 V s I'K- Phone # 75?—?61R For Inspector: /0) 3\ 0 3 Name & Date Approved Correction Re- Insp'n Fee Name Address Company Phone # Approved Correction Re- Insp'n Fee MrAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request /(9 Date D\O 3 Time Type Insp' n 7) /— f p ®9 Permit No. 9p - 3 ® a � 6 7 7 - a6/,,R For Inspector: /O\ 5 0 3 Name & Date Miami Shores Village Building Department AUG _O F '/OU3 BUILDING PERMIT APPLICATION FBC 2001 1 '1T Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 44, or tetrt,944 Phone # Owner's Address 570 N r 9 3rd 1.4 City / ,niry: At State Zip 33/ 11 Tenant/Lessee Name Job Address (where the work is being done) 5 78 L)E °' City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name £ &.. t2,..Ut Contractor's Address 9 do / E- G' aar dt.ufv , - /0 / City Wict,ni Ague State ; - L Qualifier ..T4rnr.� �• �� -,r &�� Architect/Engineer's Name (if applicable) Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit ' Oen • 00 Number of: Bays Stories / Families Type of Work: ['Addition ['Alteration ['New Describe Work: ,e - i. ,> `4/�� Gam .w - `� / mem. Phone # Phone # Zip Zip 33/0 Square Footage Of Work: Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * * Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 1' 2cO3- 12.) g . Master Permit No. 30$ - 757 24 /.Z 49 02 9 Baths County Escrow Fee $ '"I • 0 Permit Fee $ 12, S • CO Education/Training Fee $ I 5. CO Tech $ Scanning $ Code Enforcement $ Bond $ Struct. $ Notary $ Radon $ Minus Plans Check Fee $ Total Fee Now 4ue $ (Continued on opposite sid Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State State 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 Age The foregoing instrument was acknowledged before me this day of , 20 3 , by COrtO 1 ICyNO!S who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: State Certificate or Registration No. chc7niO3 5 f}AIQt'A )) • f� As identification and who did take an oath. Signature Zip Zip h( Contractor The foregoing instrument was acknowledged before me this da of a4.1 , 2003 by J • cD e o W who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 5AN D(FA D. /la( 41 My Commission Expires: r******************* * * * * * * * * *4* * * ** * * * * * * * * ** * * * * * * ire , *********************** * * * * * * * * * * **k * *** * * * *** * ** * ** ** (Certificate of Competency Holder) Certificate of Competency No. *•************,i***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: AUG - 8 2003 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 2. Description of improvement: 3. Owner(s) name and address: Interest in property: 6. Lender's name and address: Signature of Owner BulxiA sisPO Name and address of fee simple titleholder: /J & , ztei c4e r' - • d% /e�,Gr�r��a 4. Contractor's name and address: Siyg4t4WA 141 930/ L)) ! Q.ry u&4 A -poi /1 Aelzo F4 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 678 ,v 9 3 rd t . ,: An Fl- 33/ 38 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: K a 9. Expiration date df this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Print Owner's Name L rra.i ALL R,L yN0 Ids Sworn to and subscribed before me this 4 day of Public Print Notary's Name 54'NOrfr f aifr My Commission Expires CFN 200380514499 OR RECORDED 08/25/2003 HARVEY RUVIN► CLERK LAST PAGE ,20 03 . (:1. ; > • 7 .005 3TA7E OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that this is a t na co42y of the . Dogma! filed in this office on day of - %ITNESS my hand IARVEY RUVIN, CLER .3y BK IIU' HI Ii1I 13:47:20 OF COURT► MIAMI -DADE COUNTY, FLORIDA . Prepared by y lci.,6 1 gas Address: ikeq n2a403 , 4: AC ? 0 O5 eat. t and County Courts D.C. M Permit No. - Contractor's Name =$ob Address ❑ Low Sio . ❑ c 11 High Velocity Hurricane Zone Uniform Permit Appticaaon rot Section A General Information Process No. ROOF CATEGORY ❑ Mechanl nelU Fastened The CI Metal Pa ralP Prescriptive BUR -RAS 150 ROOF TYPE 5?= CI Recovering Re- Roofing ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Roof Plan L Slope Roof Area (SF) ,Y Mortar!Adhestve Set Tlls • 0 Wood ShinglesiShakes so ❑ Repair ❑ Maintenance Total (SF) Section B acu �, p scuppers, n: Illustrate all levels and i ectio s, o sections and levels, clear Sketch Roof Pla drains. Include :ts. Identi scuppers and overflow of • ara • ti dimensions of elevated oos pressure zones and location orr ■ ■ ■■ ■rr ■rr ■ ■i iden ■ ■ ■ ■ ■ ■ ■rr ■ Wrr: 416■■■■ r�r4■ ■■ ■r■■ ■ ■r■ ■ ■ ■r ■rr ■r ■ ■ ■ ■11ar Wall■■■■ rr■r■■■■■r �asaws oasasr■■ ■r■■ ■� ■r■a■aaaa aWS rrrr■rrr■rr■r■■■■■■r■r■r ■ ■■ ■■■■■■■■r��..... 31111 1W ASI Ia►Ir■■■r■■■■r■r■rr■■■r■■rr■�1. ■■WWWW■Wa� 1 11811 ■11Q.ilW■■■■■r■■■■■■■r■rorr■■■ ss ar11■WaWW W►�r■ra! •n•s'��iiiiiiii�i■iii ii ilii'i aussa ■rWWWWWWW - �WWr.I■W - ■ /Jr Ilrr■■r •■ ■■O•r rrr�rirrrr■aa ■ ■ ■ ■ ■ ■rr�IIWW�. , I r�la ■ ■a ■r ■ ■�, ■a■ ■■Wawa ■W ■W ■ ■W ■ ■n■relrr ■rrrWr■■ rW ■■ noel■■ �i� riiiiii�� ■ "' ■ ■ ■rrrrr . rrr■r������� �■ii�i11 �i i ■ ■ ■rr ■�� ■ t l ar■ ■■■��r■■■■■��_rr ■ ■rrrrare 111313 ■r /.. , rrr ■ _:rmorardiii1=2 rr�rrirr irrr..w ■ ■ ■r ■ ■r ■ ■�1C %'rV % %�:� ■ ■ ■ ■rw r ■ ■■ ■r ■ ■ ■■ ■■■■ ■■rr► ■r ■ ■■Illrir r ■� ■■■rr IrrrW■■rrr■rr■r■■ r ■r ■r ■ ■r ■rr ►iii mosi ■ ■ • rrrr■■ rrr� ■rrr■■:rr ►`■■rrlll■ ■ ■■rr■a■■ .. ■r ■ r,rr■■■�as s ass■r■r■■r■ r ■ ra■■aW■■ "iiiiiiiiiii �!s „- .tr■r�i Wra■■WWr a■rr■WrWWrWa �iiriiirrwwwsrw WW ■rrr ■r ■rt1 ■r ■r■rrWW■aW WWWWWWr. � ..WWrWrW ■rr■rr■rr ■rW �iriiiiii 1 i i r■r■ara■■r ■■aW■aarr■■■■■■■rrrrW■r ■rr ■W ■rrrWW ■ ■r ■ ■r ■ ■r ■a ■Wr ■ ■ ■ ■ ■W■■S■■r■r■■ ■ti r ■ ■ ■ ■Wa ■ ■rW� ■aWW1 %r War ■ ■a ■ ■■ ■ � ■ ■ r■■■rr■■■r ■r■■rr : ■rrrr■rr■r r ■rr ■rrr■■ r■rrrrrrrrrrr■■r r�ir■ ■ ■ ■rr■ ■ r■ ■rlr ■ ■ ■rr rr■r rrrrrrrr■ ■e rr■■rrrr■r� ■rrrr■■r■■r :rrr ■■■rr■■■■r� ■r ■r■ ■rr ■■rrr■ ■r rrr r rrrr■rrr rr■ rrrrr�� rrrrrrrr ■ ■r ■ ■rr ■rr■rrr Ci�i i'i■iiiiiiiiiii�rrrrr'" rrrrr■rrrr rrr■rrr ■rrrrrrrrr■rrrr ■r■rs rr■r■■■■rrr■■■■■■rrr■r■rrrrrrrr � ■ rrr■■rrrr■�r■rrrrrrr :rr rrrrrrr■rr� e C:CC ■ ■ ■ ■ ■. ■ ■r■ ■ ■:: ■rrr■.■.. r....• r ■ ■ ■r■rW■� ■ WWr " "'' ■■■■■r■■rr■■■r■r■■■rr rrrr rW ■:� ■r ■ ■r ■aWW:I ■r War :oof Slope: 12 Notice of Acceptance Number: ' - Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 7 L b P2: 2'2.7 7 P3: --).P, '" Method of tile attachment: Ridge Ventilation? Florida Building Code Edition 2002 High Vetoci Hurricane Zone Uniform permit A.plication Form. Section D Stee • Slo • ed Roof S stem Deck Type: ype Underlayment: Insulation: Fire Barrier: Fastener Type & Spacing: g: \AdhasivP TYpc• Stee • Slo. ed Roof S stem Descri • tion ype Cap Sheet: Roof Covering: Type & Size Drip dge: ,x. High Velocity Hurricane Zone Uniform Permit Apphaition Fort Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2- Compared the values for M, with tho values from Mt. If the Mt values are greater thaw or equal to the Mr values, for each amt of the roof. then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" NOA M( , 47/" S (p 1 X. Z . • adko ) - Mt: NOA M .�' �� (p): , �. x 2 , = — Mg: � 0. -m„...2.--ii Method 2 "Simplified Tile Calculation Fcr Table Below" Required Moment of Resistance (M From Table Below NOR 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values arc greater than or equal to thc F, values, for each nrcn of the roof, then thc tile attachment method is acceptable. (r x 1: - 0 x 1: Method 3 "Uplift Based x w: ) —W: x w: - x w: • !� — W: M,Required Moment Resistance* • Tile Calculations Per RAS 127" s cos 0: = Fe,: r NOA NOA F' x cos 0• x cos Q• = Fes: • Fes: Where to Obtain Information to find Where r a+ °c 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 Florido 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. � 7 . 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. e 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.). ln' 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 he 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 Florida Building Code provides the option of maintaining this appearance. La, 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.. /.�- 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not • overloaded 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 the Florida Building Code, Plumbing. w �C 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural 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. •Y� Q.�i�/� -t� J Owner's /Agent's Signa ur r% 0D 00C1IC- 11nnp1LOCALS- NTemp■SCCTIO\ h. 7 5 / 03 Date tractor's Signature FEB 05 2003 03:50 FR BRHDCO TILE CNTR 43515 MIAMIt7AO BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION N OTICE O1~ ACCEP (NO A) Monier Lifetile, LLC 135 NW 20`" Street Boca Raton, FL 33431 This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC TO 13057588484 P.01 MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAOLSR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2906 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 (A1-IJ). 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 AHJ (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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri 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 fried 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 done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02103 Page 1of7 FEB 05 2003 09:51 FR BRALICO TILE CNITR 43515 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Catcgory: Material: 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 Dimensions Monier Lifetile LLC . 1 = 16!Vi' PA 112 Villa & Roll w — 13" /i" thick Monier Lifeitilc LLC Capri Tile Trim Pieces Test Agcncv Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engi...cring, Inc. &l t. , ��tatra Low Profile Roofing Tiles Concrete L 17" W= 12 '4" !Ai" thick 1 = varies w a varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Identifi l Test Specifications PA 112 PA 112 TO 13057598494 P.02 Product Descrirtion Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roil ribs. For direct deck or battened nail -on, mortar or adhcsivc sct applications. Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on. mortar or adhcsivc set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report katc 7161 -03 Static Up1i R Testing Dec. 1991 Appendix III PA 102 & PA 102(A) 7161-03 Wind Tunnel Testing Dec. 1991 Appcndk 11 PA 108 (Nail -On) PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails 94 -060B Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 94.084 Static Uplift Testing May 1994 PA 101 (Mortar Set) NOA No,: 024205.05 Expiration Date: 17116/01 Approval Data: 01/02/03 Page 2of7 FEB 05 2003 08:51 FR BRADCO TILE CNTR 4 3515 Test AecncV Redland Technologies Redland Technologies Professional Service Industries, Inc, The Center for Applied Enginccring, Inc. The Center for Applied Engineering, Inc. 'The Ccnter for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Enginccring, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Enginccring, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Enginccring, Inc. Test identifier Test Name/Report P0631-01 Letter Dated Aug, 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -7611 2S- 7183 -1 25- 7183.2 25- 7214 -2 25-7214-6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TO 13057588484 Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct beck, New Construction)❑ Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover /Reroo f) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Scrcw, Direct Deck) (1 Quik -Drive Screw, pattcns) Static Uplift Testing PA 101 Aerodynamic Multiplier 25-.7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Evaluation Calculations Two Patty Adhesive Set System Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct, 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep, 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No,: 02 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 P.03 FEB 05 2003 09:52 FR BRADC0 TILE CNTR 4 3. LIMITATIONS 4, INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Monier Lifetile Villa and Rail Tile 9,1 Monier Lifetile Capri Tile 9.51 3.1 Fire classification is not part of this Acceptance. 3.2 For mortar or adhesive sot 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 Codc 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. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) 1 33 1,42 _ Table 2: Aerodynamic Multipliers - X. ft Tile A. (ft Profile Batten A• •Iication Monier Lifetile Villa, Roll and Capri Tile 0.267 TO 13057588484 P.04 1.08 1.03 X(ft) Direct Deck Application 0.289 Table 3: Restoring Moments due to Grav - M(ft t) Tile 3 " :12" 4 " :12" 5 ":12" T ity 6": 12" 7 ":12" or Profile greater Monier Lifetile Battens Direct Battens Direct Battens Direct Battens i Direct Battens Direct Villa, Roll and I Deck Deck. Deck Deck Deck C . ri Tile 5,57 1 6.30 5.48 6.18 _ 5.37 6.05 5.24 1 5.90 5.09 5.73 J NOA No.: 02- 1205,05 Expiration Date: 32/16/07 Approval Date: 01/02 +03 Page 4 of 7 FEB 05 2003 09:52 FP EPADCO TILE CNTR 413515 Monier Lifetile Villa, Roll, and Capri Tile 2 -10d Ring Shank Nails 27.8 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw 16.4 Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw 19,0 Shank Nail (Eave Clipt 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw 31.9 Shank Nails (Eave Clip) Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Tile Profile 5 Medium paddy_placvment of 24grams of PolyPro 8.8 25.8 47.1 24,3 35,5 Adhesive 2 See manufa ctures comeon a �royal for in stallati on re•ul ements. 1 3 Flexible Products Company TileElond Average weight per patty 11.4 grams. L Polvfoarn Product, Inc. Average weight per patty 8 prams. Monier Lifetile Villa, Roll, Polyfoam PalyProN and Capri Tile Poloarn PolyPro 4 Large paddy placement of 54grams of PolyPro — TO 13057588484 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Profile (min 15132" (min. 19(32" plywood) plywood) 37,4 11,8 21.9 25.8 47.1 24.3 19.0 35.5 31.9 Instaltation with a 4 tile headla and fasteners are located a rein. of 2%; from head of tile. Table 5: Attachment Resistance Expressed as a Moment M (ft -Ibf) for Two Patt Adhesive Set Systems Tile Application Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Patty Adhesive Set Systems Battens 28.8 4.1 7.1 22.9 49.1 24,2 22.1 34.8 32.2 2 -10d Ring Shan Nai s 43.0 67.5 1 50.9 Minimum Attachment Resistance 26.1 - � Tile Application Minimum Attachment Resistance 86,61 45,5 NOA No.; 02- 1205.05 Expiration route: 12/16/07 Approval Date: 01 /02/03 Page 5 of 1 P.05 FEB 05 2003 09:53 FR ERADCO TILE CNTR 43515 Table 5B: Attachment Resistance Expressed as a Moment - Mr(ft•Ibf) for Mortar Set Systems Tile Profile Monier Ufetile Villa, Roll, and Capri Tile Tile Application Mortar Set Attachment Resistance 20.60 5. LABELING Al' tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERlMI'T 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 Budding Official or applicable building code in order to properly evaluate the installation of this system_ PROFILE DRAWINGS MONIER LI STILE VILLA CONCRETE ROOF TILE TO 13057588484 P.06 NOA No.: 02 1205.05 Expiration Date: 12/16/07 Approval Dates 01/02/03 Page 6 or7 FEB 05 2003 09:53 FR ERAECQ TILE CNTR 43515 13" MONIER LIFETILE ROLL CONCRETE ROOF TILE 11 MONIER LIFETILE CAPRI CONCRETE ROOF TILE. END OF THIS ACCEPTANCE TO 19057588484 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval plc: 01/02/03 Page 7 of 7 P.07 ** TOTAL PAGE . 0'7 :* MIAMIDADE PRODUCT CONTROL NQT1Cr OF .ACCEPTANCE; PoJyfoarn Products, Inc. 2400 Spring- Stucbner Road ' Spring ,TX 77383 - 1132 Your application for Notice ofAct:el7tance (TJOA) af: Two Component Polyurethenc Fo;)m Adhesive under Chapter 8 of the Code of Miami -Dade County governing slid use of AI tcr,7ate Materials and Typos of Construction, and completely described herein, has been recommended for acceptance by the rMiami- 04c1e County Buildi Code Compliance Office (f.1000) under the corkchlions specified herein. This NOA shall not be valid after the expiration date slated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality Control te$tiog. If this product or material fails to perform in the approved manner, ECCQ may revoke, modify, or suspend the. use of such product or material immediately. BCC() reserve :: the right to revolve this approval, if it is determined by BCCO that this product or maternal fails to meet the requirements of the South Florida i uilciing Cod, 1'hc expense of such testing will be incurred by the rnanu(ac(urcr, ACCEPTANCE, NO.: 01- 0;21.42 EXPIRES: QS /10 /2006 APPROVED: Q6/14/2461 ' lS0150n01 \ p C1000\ tternp , :(1::InoelCO 3 cCeptan4c cove. page nor In ternet rend addd resi: pnstmnstcr@buildinsend unliuc corn t0'd )8t7.88SLS0C 01 t'LCC9ESS00 r VL1rL,l!t rLuLL•L.,I.). 1,Vt. , MIAMI -DADE COUNTY, FLORI METRO -DADE FLAGLER BUILDING DUILDING CODE COMPLIANCE OFFICE, 1%4E711.o -DADE 1%1. CLI?R BUILDING 140 WEST r STREET. S(!I 160.1 MIAMI, 1Lntt11),\ 33130 - 1563 I31S) 37S -29in ("A\ (305) 375. t:hr:'rRACITht LI('!'NNING ti1;r`I'It)Y 005) 3'S -2S7i I Ax 1305) 3 -2 LoN'i It.LCPQR l•;Nlr o,tcE∎irN'I' I9I\'INIUv )JOS) )75 -19b6 hA\ 005)175-190 I'ttU1)(_j(; )' CONTROL D(yfSICUN 3 U ) ) 1 3 -2901 I:Ax ()t)5? 172.63. ;9 Raul Rodriguez Chief Product Coctrol Division 12.110_15 TI1E COVERSITEF.T, SEF Ann !T1ONAL RACES rOlt SPECIFIC AND Ct:N COiNn ITTONS if lath cone �� PR n 1 Fv1t tiv C4>ti1 t1't rf r This application for Product Approval has been reviewed by the BCCO and approved by the building Code and Product Review Committee to be used in Miami4Dade County, Florida under the conditions set forth above. } r 7 L l'ranciscv J, Quitlt tnz R.A. Director fvlianl lD:(de County ;iuil(liri Cnrle Compliance Office 46 002 h1I : / /www.bu-IJinbcm1cottlinc.ca 0: 'd:J 7g:91 C002. ?0 dde:t 1.1 0V 114V 11 \1O 1:1.1 0.1 JIB. 1 „ •!r L VI. LL V.'l :1 1 L \ " :.1•..A.II.- LqJ.yfnnm_Produeta, (hc ACCEP'T'ANCE, loo- : ROorLNG ASSEMTILY APPROVAL C :1tc r ry_ R g al ,- � r� 40 (I Approval fing 1 I�,i l c : . 1 a r► c 14 2 t16 Suh- Cateenry: Roof Tito Adhcs vc E'cpiralit.ui Date: May ,10 2066 Materials: Polyurethane 1. SCOPE This approves L'olyprue A1-1160 as manu factured by Poly foam Products, inc. as described in Section 2 of this Notice of Acceptance, For the locetions where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat. low. and high profile roortiles system using PolyproQlb A]-i 160. Where the attachment calculations are done its a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Anplic nt Polyproc A1-1160 Dimensions N/A Pe prop RTP 1000 N/A ProPackcID 3t) Sc 100 N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof having a current NOA which list Uplift resistance value:; with the use of Polypro A11160 roof tilt adhesiv e. 2,2 Typical Physical Properties: 1 Test Density ASTM D 1633 Compressive ASTM 0 1621 Strength Tansile Strength ASTM D 1623 Water Absorption ASTM D 2 127 Moisture Vapor ASTM 2 96 Transit fission Dimensional ASTM D 2126 Stability 7 20'd Pet'89SLS©C 01 `' CC969SO9 Tcut Sncr.ific,ttinns PA 101 Results 1.6 I1.15J1t' 13 P51 Pnraltol to rise 12 PST Perpendicular to rise 28 PSI Parallel to rid 0.08 Lbs. /Ft 3.1 Perm / loch 4-0.07% Volume Chance u. -40 r.. weeks +6.0% Volume Cliani e r7 [(timidity, 2. wcek >; Product. Qcscriptign TWO component Polyurethane Dispensing Equipment Dispensing Equipment i r�uk LtiIo l� a. 12120 ('ro(Jtict Control Examiner uJ]3da bS :91 0002 CO 'dd0 • 1 0‘;14 , '1 , 4 ttil .L / C.t.l `JJ•t J 1 A Ati4z rVLa[ Vi :A rt1Wl'�. 1 : ,ti :�� • C0•d Pot } Products Inc, ACCEPTANCE No.: 01 -0 .521.02 Vote: The physical properties listed Above me presented as typical average values ns dCtcrmined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LiMITAT1ONS 3.1 Fire classification is not part of :his iteccpt.incc heeler !o the Prepared Roof Tile Assembly for lire rating 3.2 Polyprot% Al-! 160 shall Solely be used with flat, low, & high ti!e profiles, 3.3 Minimum undcrlaymcnts shall be in compliance with the ttooting Application Standard RAS 120. 3.4 Roof Tile manufactures acruiri,1g acceptance for the u3c of Polyproe Al-1160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.S Roof Tile manufactures acgt,irink acccpt,.tnct for two paddy placement with the use of PolyproS Al roof rile adhesive with their tilt assemblies shall test in accoraance with PA 101 and with section :0,4 as modified herein, ( w F'= — 3 INSTALLATION 4.1 PolyprociP Ali 1 .6C may be used with any roCf tile assembly having a current NOA that is uplift resistance values with the use of Polyproi AI -1160, 4. Polyproe Al -1160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein The roof tilt assembly's adhesive attachment with the use of Polypro €' Al-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127, The adhesive attachment data is noted in the roof the assembly NOA 4.3 Polyproe Al -1160 roof tilt adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoant Produces, Inc. PoIypro® AH 150 Operating instruction and Maintenance Booklet, 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc, shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foamprog dispensing equipment is required before application of any adhesive. The mix ratio between the "A'' component and the "B" component shall be maintained between 1,0 -1.15 (A) : 1.0 (D). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined ct calibration, No other settings shall be Approved. 4.6 PolyproZ Al-I 160 shall be applied with Foarnpro RTr 1000 01' Prol'ack® 30 & 100 dispensing cgttij)m i t only, 4.7 PolyproS AI•1160 shall not be exposed pernhan,.91ly to swill rank ZJIoah;z, ILI:C Product Control Examiner �8t788SLS0C 01 t';L 889E;9S0t ODG'3 da dd SS : 9 1 0002 20 dd' 4 0 G . 1•J • u.J 1116 1 1 • 1„ 1':1.\ 04.1 1 J 1 ,) 11' 170'd Palyfo:trn Products Inc. ACCEPTANCE No.. 01-0521,02 4.8 Tilers must be adhered in freshly applied adhesive Tile must be set within 2 to 2 minutes after Polyprocp A1-t 163 has been dispensed 419 f o!ypro' A1-1160 placemcr.t and minimum patty \vci,rjht stall be in accordance with the 'i 'Placement Details' herein, Caul generic tile profile requires the specific placement notc:d Ihcreein. 'fable t: Adhesive Place,ttent For !such Ccncric Tile Profit TikProlilc 1 j' nient Sirtg,lc l'nddy Wc117 !'wn PIIddy Weight Detail ;N1in (grows) i per pnddy Min. }"!at. Low I rams , H h Profiles f I 3a N/A Hislt Prolilc (2 Pic Barrel) t.J1 1 7isidc on cap and ' WA Flat, Low, Pligh Profiles Flat, Lowy 144111 Profiles 6.1 3 N2 `a N/A LABELING AiI Polypro AH 100 containers shall comply with the: Stwndard Conditions listed herein. .6. BUILDING PERMIT REQUIREMENTS As required by the Building Official or applicable Building Code ir, order to properly evaluate the installation of this system r.1 Frank2uloaba, PRC Product Control Examiner l(J�f .111 Z) v9r• 99SZS0c 01 t?19 ,9B9S a9 0J1Th'd8 dd SS : 9I coo3 20 ,AI..tti 02=13.'03 THU J.7 10 1-A.\. 954 57 1012 ruLr -u,t!t YXUOL L',,1 C SO'd Polyfoaro Products roc. s,u enra u2n pail: cnmtyl JMrnrno■nl ‘ ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Pe44 IA.nurn 14.1 Vneerlgrnnn Amp* IDP per'ien (4 Mg U., et ne cp.cr wa Lbw IC uton: aunt l Cal d i Ent rngaetnapl CAI het rrwce put ,re tint el elm in* Em cweue Weethele F..et Be mull( er -0.nl ACCEPTANCE No.: 010521.02 E4VI Coon, EP. CDI At L.r WW1 M.rll Ihrp-On (Auk grn enl l'ndanayieaAl \ 10 In, fotcone,.0! l` sai Idnleirt toNo►1 Iran retcpnelt Fi WI e'a (DIMS Mir ►'uo Idnet Le Igoe, a If. aP b:nl 411.00191 (bI :Inlur, ling uitrertnl _ 1 tD +e Ctwv ft crone .cep 4 4ep Ddneih .npprr•t +In US lern.rrpnolu p•curr iVoulee lul II Furl tnpvQh ]ane1Iva la uNn: 1110 )) Pll cnel , of Intl ln;nrl ln,onl�:t.irn ln, pen Igo weep Otis Dppil�4am 21 - torn cowl vptiaodv.m. rice te1erht in In \ to 1 I ?• NM ouulte td0t a! (O. in it., nut u..til Inc iil,. _ Nml IYavpn ye Site ISMS; ",.. I r.Ink. 2nloap, RRC f'roduti t Control E 'nincr sArtll A to 006 P8038S1SO3 01 tie CC969S(d3 o x i t i : S ad 9 : 9 T C001'. 20 ddti U.S LZI /1:4,0 reLA Of* .0'44 rvLirvAn Polyfonni Proclucts, Ihrough plallic Cement W10041101 E41 Ccune &Aug Claw, F4lo Fascia e.t4 Cunt FA$cll Yhtehoill Ems t:oeute NI tnroup pl4StIC cement EPS tome 90'd t78t 01 2_CC969SOC ADIIESIVE PLACEMENT DETAIL 2 SINGLE PAT.TY 6 ACCEPTANCE No. : 01-0.521.02 NillInrcupt, Aunt cement tinkrayrritn1 \ z ,r7 7IMN, `N.11 Frank: Zoloaga, RItC: Product Control Examiner ODGUde ad 9S:9I C007 30 ado Po ly Products Inc. 2 17 in, Medium Ilto poddy isayv comic, only Nall through ploPtIc canon( "e 31n. Ea in, :dpa'apaddy on layirntni Single ;may on lop of tile SifT(apaddy under ADIEESIVE PLACEMENT DC 3 DOUBLE fArTy Psddy (beiNeen tliu) Pplsy 'undo( Ole) [Ha ihreupn p111e Cemcni / 3 Single onfLit eh underlaymanl Single podgy on top of Ma Coutst LO'd P81788gLS0C 01 t7LCC969SOC • 4.1•1, IINV•el../..,••• 11.• • ihrcuan Uncitnaymers \ i Sip-191c I paddy on L tinoor. Ilyrnonl ACCEPTANCE: No. : 01-05?.1.02 I in, 3 In, iingls paddy on top of 1116 lava _bum Sliglo paddy under lire Single paddy bc huoon Ilte 7 In, $ 7 In. medium siz dya.i courlo only s'- Fascia Elva Cioiart 1rtuL Zutoaga, RRC Pruducc Control Examinta Single may uncle Ilia Single paddy cetweer Ille 7 In. r 7 n. meow/a 1110 paddy sip% Count only Fascia Weephoie 'Eva closbro Orli; cciga opauaa ad LS:9I COOE E0 aciti (:m' B0' dl,t+d -0101 ?tc>t< 80'd 1 @C 01 VLC6969S0C PUIvf9;tnt Products. Inc. AC:CEPTAN : 01- O52t.02 Renewal of this Acceptance (approval) shall be considered alter e iciielval application has bccr; fled and the original submitted documents, including : cat - supporting data, cu iiieer,ng documents, are no older than eibh: (8) years, ?. Any and all approved products shall ' c per!n :uiently lab:acc, with the ntanulacturer's (mint :, city, ante, and the following st:aemen:: 'Miami -Dade County Product Control Approval ", or as specifically stated in the speeder conditions of this Acceptance. 3 ltcnctvals of Acceptance will not be considered if; a, There has been a change in the South Florida Otulding Code arfectint; ti u. evaluation of this product and the product is not in compliance the cod changes. The procl.ret is uo longer talc 31nn: product (Identical) as the one originally approved. if the Acceptance holder has nor: cornpliec with all the requirements of this acceptance, including the correct installation of the prod;rct. d. The cn5inecr who originally prepared, signed and scaled the reenured documentation initially submitted, is no longer practicing the engineering profession 4. Any revision or change ,n the ma :cri:tls, use. and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has boon r„qucstcd (through the fil of a revision application with appropriat,: fee) and gra,ued ba• this office, a. Any of the followin shall also be grounds for removal of this Acceptance: a. Unsatisfactory pertormancc of this product or process. b Misuse or this Acceptancc as an cndorserttcnt of an product. roe sales, advertising cr any other purposes. G The Notice of Acceptance mumbo preceded by the words Miami-Dade. County, Florida, and 101:otvcd by the eNp;ration date may be displayed in advertising literature. If any portion of the Notice or Acccpuncc is displa then it shall be done in its entirely. 7 A copy of this Acceptance as well as approved drnwirtgs and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors , shall be available for inspection at tare job site at all tints. The engineer need not reseal the copies, 8, Failure to comply with any section of Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists or pages I through R. CNn or THIS ACCC!TANCC 2 ulo,ga, RILC Product Control ENarniner opaudr3 dd LS : 9 [ 6002 20 Bdt' No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 43 -45 Passed 71 -75 91 -95 6 -10 Passed 26 -30 Passed 46-55 Passed 76 -80 96-100 11 -15 Passed 31 -35 Passed 56-60 81 -85 101 -105 16-20 Passed 36 -42 Passed 65 -70 86 -90 106 -200 THIS ROOF HAS PASSED: Voice: (786) 486 -6468 Lab Report No. 03- 100067 ting Building Solutions For The Construction Industry eering & nsulting, Inc. P O. Box 770694, Miami, FL 33177 Certificate No.02- 0501.06 PROPERTY ADDRESS: 578 NE 93 ST. OWNER: Reynolds. CONTRACTOR: Obenour Roofing ROOFING SQUARES: 32 sq. TILE TYPE: Vanguard Roll. CONTACT PERSON: Yusi (786) 486 -6468 Testing Equip ment: Digital Chatillon DFIS 200 48 51 47 46 44 53 52 54 55 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 45 49 41 43 1 40 42 5 Test Tabulation FAILED f 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS -106. "ROOF SKETCH" 6 9 8 11 12 INSPECTION DATE: 10/07/03 TEST DATE: 10/13/03 JOB NUMBER: 26 13 2 4 10 14 PERMIT No: BP2003 -1278. ROOF PITCH: 3/12 24 25 16 20 15 PCA No: 19 Required Testing Force: 35 Ibs 22 21 17 18 www.FloridaTEC.net Fax: 305- 408 -1367 BUILDING ELECTRICAL PLUMBING ROOFING O ._r O DATE - 195 D PERMIT N° 7123 Contractor's License No. 0 . ❑ Work to be performed under this Permit MIAMI SHORES VILLAGE. FLORIDA Owner of Building Architect Contractor " or Builder Legal Lot Description Address of ,_ , Building CONTRACTOR OR BUILDER B1 Value of Project $ Subdi- vision • 11 Amount of 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 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 rpndifion 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 drawing a, or in the statements or specifications and thtq he assumes responsibility for work done by his agents, servants or employees. Signed.$Y: INSPECTOR r In consideration of the issuance to me of this permit I agree to perform the work covered h under in compliance with all ordinances'ebtd regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications sub ted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, sery or employee. BY AUTHORITY 6 BUILDING MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 8766 ROOFING ❑ 0 Owner of Building < 4aCT • rJ c:` K.. H Architect Contractor or Builder 4_ - - J ' i ,� r Legal Lox / Description ! II B1 Address of - s�, ,„ f �% C - 3 t Building ' - - / 1 i Work to be performed under this Permit 1 Subdi- vision Sq Ft Value of Project it /. • 7 47)1,_ ` 1 Date i 7 19 Contractor's �- License No.'" 7 c• `1 `.- II mount of II 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 whettir shown on the plans or wings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servant?, employ s. Signed " (IN SR CTOR) BY erform the work covered hereunder in compliance with all ordinances and regulation. In consideration of the issuance to me of this permit I agree pertaining thereto and in strict conformity with the plans, drawings ments or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done , yv either, myself, my agent, servant qr employee. CONTRACTOR or BUILDER LY AUTHORITY 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. Owner's Name and Address.�d =� ? Registered Architect and /or Engineer Name and address of licensed contractor' p Location and legal description of lot to be built on: Lot Block Subdivision. Date... �t :` t , 19 , 5' No u5 Street4'' Street and Number where work is to be done s l 2 2 • State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories / To be constructed of Kind of foundation Roof Covering `7'�.044 CMG Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building 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 ie sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent SuPplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed)_-' STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the fyregoing 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 e___, (Signed) t� v Notary Public, State of Florida Building Inspector My Commission Expires Amount of Permit $ .Plan Cubage Size of Building Lot to me well known, ANNING BOARD DATE Chainnan Member Member Member Member .. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 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. Owners Name and Address MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. W, AYNia o S Date.. fe8 _ No Af street...NE 93 ST Registered Architect and /or Engineer Name and address of licensed contactor CAleeuTH 4f /N6- CO Location and legal description of lot to be built on: Lot Block Subdivision _ Street and Number where work is to be done NE 93 State work to be done and purpose of building (by floors) / E - g0l?F I2E0 SH1NGtE Tice and for no other purpose. New Building Remodeling Addition Repairs I' No. of Stories....I..l4: _ To be constructed of Kind of foundation Roof Covering SW -A/LGE 7/ Estimated Total cost of improvements $ 4 ?30' 0 0 Amount of Permit $. 7 00 Zone cubage required Flan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on wo to be pe d under this pennit, as are licensed by Miami Shores Village. Remarks (Signed). IV 7i Sr /lfA i/ STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notazy 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 s ted are true. ` Permit No. .__. � � 2- ? 7 Date — 7 S Read, Sworn to and Subscribed before me. Disapproved _ Pate. Notary Public, State of Florida ( Signed) ...� /`.......... Bui ding c.pector y ommission Expires PLANN 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 for inspection or faulty materials and /or workmanship.