Loading...
246 NE 92 St (6)Test Location Uplift Pull Test P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 � 5 V 26 51 2 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 .,.. 50 __..---• 75 7 Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 Owner's Name: _‘EA N I e. E I' � _ C2 Permit #. 4 05 oz Job Address 4 (m Kil S. 4.2. 5`f:, d ii 1A O. 1 5 es ci 9- Roofing Contractor C;?1/4) l4., L. % T y ®it' 1 NJ 4 Type of Tile: &I leer ' - COMA 5m-r- Date Installed: 2 11 - q 7 Approximate Roof Height: IS feet Roof Pitch. A % 1 7. Type of Access to Roof: Scaffolds X Ladder Other Approximate Square Footage of Roof :71 Q) ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested 2, 1 - cil THIS REPORT ED BY: or. - Quesne, P.E. ivil eer .E. #24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK Environmental • Civil • Structural Building Inspection Services IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. 7821 S.W. 24th Street o Suite 104 o Miami, Florida 33155 o Telephone (305) 264 -1425 m Fax (305) 264 -1426 UT] i1962 $KETCH OF ROOF JOB 2.46 we °12.r. kit .544_65. SHEET NO I OF q I .48"..(j CALCULATED BY DATE ` - i5 -9 1 y CHECKED BY DATE SCALE (Pc ro 47 C. L"L) ■ um ix. 1 PM ) WAIMINIPRIIMMEMMEWSIMMPIEWVIMEMM •II ••U•L4•NUMUUM MI « t MMEMMIIMM •i I•uur ■MME[I EMEMMW.AMMEMEM EME• 11111111111111111111111111 i!IIIIIii malrawaradimmummommommimm mummmmemmimmommummormsamm memmummommummvammimmammumm milmwrimmammilmsdimommommumm MMEMMEMOMMMEOAMMEMMEIMMEMEMMEMM MINIERMWEREEMMUMMEMMEINWWWOMMIMM ■ovmmummaimmiam■����!Ir1U■ ■■ • NOTES' PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 10 7-•9'5 Job Address 246 N.E. 92 Street Tax Folio Legal Descnpuon Historically Designated: Ycs Owner/Lessee / Tenant Javier Reinaldo Omvner'sAddress 246 N.E. 92 Street Contracting CoQuality Roofing Qualifier Carlos Arocho State# RC Permit Type (circle one): WORK DESCRIPTION *b as p h.o.l 4 c - k 1 v. 1 -r-u. lA Square Ft. 20 sq My Commission Expires: APPROVED: Zoning Mechanical Contractor, Inc. Address 251 N.W. 99th Street SS# Phone 751_Q Competency f/ u13 - -- Ins. Co. Municipal # Architect/Engineer Bonding Company Mortgagor BUILDING ELECTRICAL PLUMBING MECHANICAL RQQEIN.c_ PAVING FENCE SIGN - fens n4 o root �-( t0 00cL�edc �n na 300b, 1 S7� R•44- + ) oh-e- \O- -e(o o t b. P Fe.( -E ;tns¢wtt, Ual e and S Qr4hi 5 (1 ` (ct 1 . 1'} I Tt,-s of 11' e- PFA `N • Estimated Cull (value)$ 7 r 000.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE •1'O DO SO MAY RESULT IN YOUR PAYING TWICE FORIIVIPROVEMENTS TO YOUR PROPERTY (IF YQU INTEND TO OBTA F[NANC[NC, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO 0 F COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addettduuu (ii' applir+i,lr certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. ! u idelsinnd that sejtarat, permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECFIANICA!. WORK. ';OWNER" FIDAVIT: 1 certify that all the foregoing information is accurate arid that all work will he dome un contplianer w+tli all al�ltli�ahl�: laws regul tir g c• struction and zoning. Furthermore, 1 authorize the above - named contractor to do the work stated. FEES: PERMIT 00 RADON ' Building Date II 4.4 _.� S'- - !!._'A.i A', r r Notary as to Owne and/or 4 r: `� `` ` Y10+ ; ti k.., ERNANDEZ ' . MY COMMISSION 0 CC 324212 iv EXPIRES: October 10, 1997 1/. q ,, Bonded Thru Notary Public Underwriters Address Address Address %b - 7 - 9 t9 Signature of Contractor or Owner - Builder Date Notary as to / ntractor or ' My Commission Expires: MY COMMISSION 9 CC : ria�� ° ` r : ° ? ; LDUHERNAf ;�: ! .• 324212 EXPIRES; October 10, 1997 • 41, 40`° Bonded Thru Notary Public Undaitwdtets gC C.C.F. d NO'T'ARY Plumbing Engineering Master Pennit # 1 105 - 0 a. Phone 756 -7629 Electrical Se7 ©- 'I'OTAI. Du r: I •: C �� 369,a-0 Contractor's �iame:l 1 I ,T�' RQt5C q l „Kl- t _ Job Address: ,22 E _ L} S -r e ROOF CATEGORY ^/ ❑ (Low Slope Application) ❑ (Nail -On Tile) IM (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof [9 roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft _ _ Sloped Roof Area (ft /7 S9 , Total (ft 5 Master Permit No. Exposure category (per ASCE 7 -88): (: Building Classification category (per ASCE 7 -88 table 1): Ft. 1 I 0'V Ft. A Deck type: GO COd. l g lP ATTACHMENT Appenuaz "L" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF ]HEIGHT AND SYSTEM DETAILS (Draw details as needed) Fastener Type:. 1 ' hi C & n5 SkaAL r ' 1 SPACING Field: )2 O.c. Perimeter: 1, .c Corner:(o 0,G. DETAIL 1 d'c 2 Page -1 r r r ROOF PLAN Ridge Ventilation! Deck type: MEAN HEIGHT lath. Underlayment: Insula D E T A I L 3 UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION 3 0 lb , A-s don: ig 12" R0076LOPa Fastener type & spacing: Cap Sheet: Roof Covering: Drip edge: TILE CALCULATIONS (Pmaxl: 72..3 x X (Aerodynamic Muhiplier): 0.3 ) - M.:5 .35 = 1Vj 1 9.0( PCA: (p b .j 0 (Pmax?: 103,1 x )1. (Aerodynamic multiplier): D. 3 ) - M = M = .Z(p. )9 PCA: 10( j t7 (Pmax3: (03,1 x X r Aerodynamic multiplier): 0.3 I ) - M 35 = M PCA: (p( Page -2 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 Test Agency Redland Technologies Redland 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. Testwell Craig Laboratories & Consultants. Inc. TEST REPORTS Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix III 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test #MDC -78 Lab #AAP -2 Tech: A. Porcello Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Raul Rodriguez. Product Control No.: 94- 0914.01 Test Name /Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) 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 Sct) Withdrawal Resistance Testing of screw vs. sr.:c :th shank nails Wind Driven Rain PA 100 Physical Propertir ASTM C 1 167 Date Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 72 " 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: Product Control No.: 94 0914.01 Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #7. Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1. For re -roof applications, 15 / 3 ," plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not Tess than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 /," which is mechanically attached to the deck with not less than one roofing nail every 1 ft'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 10 Raul Rodrieuez 1. The standard minimum roof pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). SYSTEM LIMITATIONS All nail -on tile applications having a roof pitch less than 4 ":12" shall be installed over both vertical and horizontal battens ( "Counter - Battens "), as noted in System A. All nail -on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System C. 3. For nail -on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of \vhich is noted in Table 4 of this 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. 5. For nail -on tile applications, an eave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ` / which is mechanically attached to the deck with not less than one roofing nail every 1 ft' For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth Course, shall be nailed with not less than one nail per tile. 6. 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 required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. For mortar or adhesive set tiie applications. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. Raul Rodriguez Product Control No.: 94- 0914.01 SYSTEM LIMITATIONS (CONTINUED) 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa "Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Based System' 10. Applications for roofing permits shall include a cornpleted Section 1I of the Uniform Building Permit, a copy of Altusa 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. 1 i . 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. 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 12 Raul ROdri_urr. Product Control No.: 94- 0914,01 Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 102 and PA 102(A) Testing 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 Altusa 'S' Tile Battens N/A N/A N/A 26.80' N/A N/A N/A N/A Direct Deck 6.20 8.40 28.70 31.80 21.20 25.30 26.90 34.90 Table 2: Restoring Moments due to Gravity - Mg (ft -Ibf) from PA 102 Testing 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 Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2 long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 / from the head of the tile. 13 Raul Rodri,uer Table 4: Attachment Resistance Expressed as a Moment - M, (ft-lbf) 'from PA 101 Testing Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile A. (ft') Mortar Set _:;f 24.50. Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2 long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 / from the head of the tile. 13 Raul Rodri,uer Table 1: Aerodynamic Multiplier - X. (ft') from PA 108 Testing Tile X (ft') A. (ft') Profile Batten Application Direct Deck Application Altusa 'S' Tile 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for ile installation over battens shall be #8 x 2 long, corrosion resistant, Quik -Drive screws installed in two manufactured holes located 1 and 1 / from the head of the tile. 13 Raul Rodri,uer PROFILE DRAWING ALTUSA 'S' TILE 14 7 / Raul Rodriizucz Product Control No.: 94-0914k1 METRO This approval supersedes all previous approvals. Last Approval Number 94 0106.18 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT E METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1583 (305) 375-2901 FAX (305) 375 -2908 N •rl E• F TA E T Extensions of Acceptance may be considered after a new application has been filed and the supporting I p data, test reports no older than ten (10) y ears, 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 for re th pr or process shall automatically be cause for termination, unless prior approval is granted 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. Acceptance number preceded by the words Dade County, Florida, and followed by the 5 The Notice of Acce P g portion of the Notice of Acceptance is expiration date may be displayed in advertising literature. If any p o displayed. then it shall be done in its entirety. 6 Product approval drawings. where required for per i noted in tioe , hall be Arovp the to the by the manufacturer or his distributors unless otherwise not be rc- sealed by an engineer. 7 Failure +to comply with the Standard Conditions shall be cause for termination of the Approval. Raul Rodriguez Product Control Division Supervisor NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE ' POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT iJO. 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: 246 N.E. 92 Street 2. Description of improvement: Install new Tile roof . 3. Owner(s) name and address: Javier Reinaldo Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roof Contractor, Inc. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 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: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe t date is s cified) Signatur o r• ne Pri Owners Name ► T c \ Vier Rp ; r, a 1 r Sworn to and subscribed before me this 7 day of 0 . • 19 (o . Notary Public Print Notary's Nam My Commission Expires: 246 N.E. 92 Street Miami Shores, Florida 33138 N/A 251 N.W. 99th Street Miami, Florida 33150 e I- . Miami Shores, Florida 33138 MARYLD ERNANDEZ C324212 EXPIRES: October 10 199 Dlic Underwriters 96846427 1 1996 OCT 10 10:59 Prepared by:Carlo Quality Roofing Address: 251 N .W Miami, Florida Arocho Contractor, In 99th Street 33150 , = 243.Q 52' 2193 ti \ � _4" , G0�1NTY O� DADE FLRIDA STATE O O r this h a roe c '3 y^ end 0 1 HEREBY CERT{ is tics on � A � 19 or tginall ilo I Seal. rcuit t nd Coo n'iy QC� BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ Dated c " :f 194 PLUMBING ❑ PERMIT N° 8177 Contractor's ROOFING ❑ License No. ❑ Work to be performed under this Permit Owner of Building rt, Architect Contractor or Builder Legal Lot 1 Description 11 Bl Address of Building , (r= CONTRACTOR or BUILDER B Subdi- vision Sq Ft Value of 11 Amount of 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• (INSTOR) BY In consideration of the issuance to me of this permit I agree td 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. i i ' /./,' / y V :� , �. lye ■ ..i, i r ;%-,;;7-/' ;. ,-, J AUTHORITY Chairman Member Member _ Council Approved • • IAMI SHORES V LLA E NNo, N To be constructed of_41.PMMO Estimated Total cost of improvements $ Zone cubage required Maximum live load to be borne by each floor___ ., ren Ay, t 6S BUILDING INSPECTION DEPARTMENT APPLICATION FOR UILDING P E R : `S IT Application is+}ierebyixsnnade for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other stru a herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Flo 'da, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the uilding 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__ ! , 19 ( 7 No g Y 6 2. C_ Street y .y - • Owner's Name and Address12 Registered Architect and /or Engineer v Cegief2 Name and address of licensed contractor_ _[1/ .fr" b(12- F 2 f r - n of lot to be built �f /f Block AP Subdivision Street and Number whfsre work is to be done___ State work to be done and purpose of building by floors) 47/0 D Qr (See A/ 6 I DEL) 8.110 i4,6 - to 3 / — P and for no other purpose. New Building Remodeling Addition 6 Repairs No. of Stories ind o foundation___ ' f'a C� Ts Roof Covering ! ,,.lAmount of Permit $ /O _Plan Cubage Distance to next nearest building__.__.___ _______ _ .... ___.____ /_____ _________Size of B 'lding 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 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 Sup )Ieulent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors , lo c by him in the work to be performed under this permit; and will post or cause to be posted for inspection on j site of the is notice or notices as are required by the Act. The undersigned agrees to employ only such s bcontrpctors, worly to pl. nder his permit, as are licensed by Miami Shores Village. / ,1 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 e. Permit No ? / _ ( Date -6 . Disapproved (Signed) Read, Sworn to and Subscribed before me. Notary Public, State of Florida uilding 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- 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. ~l • ° 0 0 " ti " -9° f�: .12 '--. -.375 .3 ° _ I I }. I I. Sun o5o "T)rP. • a Iv • ": Ai 1.25" T - • •, .062°717. SIDg G T 4r v7 _i_ �11f i I * c v; .052 4, .U. 90" "i .u5. t , .09q "1 04 .05z" .. '� ;z— 50" 2.0 2 0° 5Q ° ,°o ` T l 312 C1.312' 1 1 J 1501,50" .062" " .;I TYP. F I .312°0 � � ° TJ ®6�rs. t 1062° ' TYP. f.125. z 75 "I 4.z5^ I 25" 1 .062° 12 ° • 5 A p._501 1.50 1..1.50"._ .27. F - i :1 10° F� - -- -- - I .'.. I TYPE 'I' TYPE 'II' TYPE 'la' TYPICAL PANEL HEADER MOUNTING .025" I 1 ROOF BEAMS HINGE ,0•.• HEADER ' ROOF • C -DET. 'A' 025°BANBLS 7IRSRET \ �' X X GENERAL HATES Dfl SIORS ARE MAX. LESSER DIMENSIONS MAY BE USED. ER DESIGN CRITERIA DESIGN LOAD 30 P.S.F. TBST LOAD 0 P.S.F. ALUMINUM ALLOY OF COMPONENTS; ` ROOF PANELS 3003 -HH1 HEADER 6063-T5 FASCIA BEAM 6063 - TRAILER HAGS 6063 -15 SIDE VALENCE 6063-Tp55 ROOF BEAMS 6063 - COLUMNS,TUBES 6065 -T5 BOLTS 2 0 2 4-T4 SCREUS, STAINLESS STEEL OR 2 024-T4 k THE 'SEARING' PATIO AWNING MET DESIGNED TESTED ID AND TESTED ACCORDANCE NITH THE METROPOLITAN DADB COUNTY BUILDING AID ZONING DEPARTMENT POLICY FOR PLAIT PRODUCED PREFABRICATED RIGID AM3INGB, CAIOPIRS AND CANOPY SHUTTERS, DATED OCT. 10,1960, BASED 03 THE SOUTH FLORIDA BUILDING CODS. CAI SAFELY SUPPORT THE THE LOADS IMPOSED BY THE AWNING. . f FASCIA (j8 SUS. 6 EA. BEAM - i c - ----_____I'k3 /8 "ON\ ROOF PANEL 6 Tx3u A ND BE 'HINGE ANCHORS f g a W l a t INI:D Wag i NAILS € 10 CC. SIDS V NCB . OR 1 /41 ( LAG SCRS. CROSS SECT. OVER ROOF 1.125 "0.D.' .065 'WALL 1.37`5 "O.D. Ob6 WAL --1 3/ THRD BOLT. 3 /8 "f/D STAR LOXIN BOLT _� -- — - FASCIA — _ -� -- i IN WOOD € 12" CC. IN 2 "(NOM) MIN.THICANE3S #8 EMS. € 12" C.C. - ROOP BEAU MATERIAL. 1 /2" i ROOF PANEL i, � ______„/ rCOL. ' 1/1; ".f -` �2 -d10 BOLTS /N TU 3 -�DSR BOLTS) - - EA. PANEL MIN. PENETRATION. VALANCE d8 SLIS // 6 "CC. I / / / 1 __ . 080" FOLDED PLATE CANELBACX / ALL COLUMNS. ry —I 3/8 "0 THRU BOLT .062 "x1 LONG PLATE CENTERED OVER INTERIOR COLCOLUMNS - DET. 'A' ANCHOR . . . ''•' . . �.— ` „, 8 "x BbCONT.FTG. `I CO SLAB W /6 ° x6 " 010 MESH. d5 CROSS SECTION CONT. /8 am. y8 sMS. g8 su //- READER o . i ! , y 1 I i C 5 / VALANCE ' / FASCIA J CORIBR DIITAIL TUBE COL. SCROLL COLS. CORNER DETAIL 2 -1 "SQ. TUBES .o64" ISOMETRIC VIEW WALL, ROOF SPAN AND COLUMN SPACING SCHEDULE w.) 1,1 CMNGED [AUOV75 0 10" MAX. OVERHANG DATE N0 IOSUED DATE REVISION NU— VUE INDUSTRIES , INC. 1 1053 E.29 ST.. HIALEAH FLORIDA TYPICAL. _ y 2 a ! PATICI I 1 I PATIO j 1 I I PROJ. ROOF BM. o 71_ G n - - ----- 7,_ 0" - - � I 5 ' - 8" 7 ,_ G n --- --y 5 ' - 8" 7' 4" TYPE I CARR SMITH a ASSOCIATES 3920 N.V. 27 TM. STREET, MIAMI, F L O R I D A C O N S U L T I N G E N G I N E E R S 8'z 11" TYPE II --� - '- 5 ' - 8" DATE 5 - 63 IMAM/ G.T JOESION C.S.ICNECN H. W FILE N0, SIN ET N0. 10'- 5" TYPE III 5'- °" 5'- O" 5.-,0" CONTRACTOR SNALL VERIFY ALL DIMENSIONS AT SITE 0EF0RE PROCEEDING WITII WORN, 6364 - SEBRING PATIO AWNING Li• �5' °" 0qq0 °!. 21 • 0 �' 2�' .1 .-_ -.375 3Z5_./_� °- ; t } f' i .312" .. ° TYP� �.� ° N N ° ro 01 j r- « -1.z5° T 1.312 ° 1° I T `B �� T F--r ' , 005 .o co; .052" .i yo" 1 ° 5" • - 9 0 " �� °rJ co 052" .i 50 2.0° 0 5° 2,0 _ - v r .050 , I "5q° : I I l 4 .062 TIP. 1 .3 12e0 17P. N � I i .062 "TYP. 1 1 .1z5° z 75 "� 4.25° 4 25° p6 ® 6•cc 1062 TYP. srs. .o , A. 5 i I SCIA 1. 0q I• -- I' 1.50 i I" 50-1 .19" I✓ 10° 1° ��qq - -- -- - h 'I TYPE' I' TYPE 'II' TYPE'S TYPICAL PANEL HEADER MOUNTING .025" B� _SIDE VALANCE ROOF BEAMS HINGE G , _ HEADER �� ROOF � DET.'A' 025 " BANELS ;INSERT ' �� ��� f GENERAL ROTES DIU}9SIOUS ARE WI. LESSER DIMENSIONS BAY BE USED. DESIGN CRITERIA DESIGN LOAD 0 P.S.F. TEST LOAD - -- 60 P.S.F. ALUMINUM ALLOY OF COMPONENTS; ROOF PANELS 3003 -H14 HEADER 6063 -T5 FASCIA BEAM 6063 -25 TRAILER HINGE 6063 -T5 8IDE VALENCE 6063 -? ROOF BEAMS 6063 -T6 COLUMNS,TUBES 6065 -T5 BOLTS 2024 -T4 SCREUS, STAIHLRSS STEEL OR 202 -T4 THE NU -VUE 'SfiBRING' PATIO AWNING WAS DESIGNED AND TESTED IU ACCORDANCE WITH THE METROPOLITAR DADE COUNTY BUILDING AHD ZONING DSPARTBEUT POLICY FOR PLATT PRODUCED PREFABRICATED RIGID AWNINGS, CAUOPIBS AND CANOPY SHUTTERS, DATED OCT. 10,1960, BASED OD THE 80SF7H FLORIDA BUILDINO CODE. IT SHALL BE DET RUIUBDD THAT THE IUCISTIU0 STRUCTURE CAD SAFELY SUPPORT THE LOADS IMPOSED BY THE *551HO. - 1.125 "O.D. .065 "WALL 1.375"0.D. .065 WALL 3 /8 "O .};RU BOLT. 3/8 STAR LOXIN FASCIA #8 SUS. 8 EA. HUB - a 3 /8°fi ROOF PANEL AND BEAR C THRU 7 BOLT _ ", - --- FASCIA — -. --- 'HINGE ANCHORS / 55 /1 A DIAMOI:D i RANKER DRIVE , NAILS @ 10 "CC. SIDE NCE OR 1/4 "� LAC SCRS. CROSS SECT. OVER ROOF / IN WOOD € 12" CC. IN 2 "(NOB) MIN.THICKNESS #8 SW. € 12" C.C. ROOF BEAM MATERIAL. 1 ROOF PANEL a --COL. ' 1/4 ".f !� #8 SRS. BOLTS ) /, @ 6 "CC. I / li • ` •-_ 080" FOLDED / PLATE CAMELBACY. Iff ALL COLUMNS. ` \� - ` -. 1 Q ...ON .--74 _�- 2 UTN 3 EA. PANEL 3/8 °0 THRU BOLT .062"x18" LOrG PLATE - CENTERED OVER INTERIOR COLUMNS MIN.PENETRATION. VALANCE DET. 'A' ANCHOR ,. , _..— ' �,~, 8 "x 8 ` 4" CONC. SLAB W /6 "x6 "d10 MESH. d5 CROSS SECTION CONT. #8 SUS. d8 SOS. 4.i- 1 HEADER o " - VALANCE laillEllinrIc -ti VAidNCE FASCIA CORNER DETAIL TUBE COL. SCROLL COLS. CORNER DETAIL 2 -1 "SQ. TUBES .064" ISOMETRIC VIEW WALL. ROOF SPAN AND COLUMN SPACINO SCHEDULE � CAGED ALLOO 5 * 10 MAX. OVERHANG DATE N o ISSUED an NU— VUE INDUSTRIES , INC. 1053 E.29 ST. HIALEAH FLORIDA TYPICAL. i I ! a . I PATI • • I , .. PATIO I 1 PROJ. I ROOF BM. a .1. 7'- 0" , 7'- 0" 7 _ 0^ ' - - - - -- 5 ' - 8" 7'-'4" TYPE I CARR SMITH 81 ASSOCIATES 3920 N.W. 27 TN.STREET, MIAMI, FLORIDA C O N S U L T I N G E N G I N E E R S 8'- 11 TYPE II 5 ' - 8" ^ - - -- - - - I 5 ' - 8 " DATE 5 5 DRAWN G. DESKS C.S. CAECA H.W. FILE No. SWEET NO. .10'7 5 " TYPE III _. L. 5'- 0" 5'- 0" - 5' -.0" CONTRACTOR SWELL VERIFY All DI AT SITE BEFORE PROCEEOINO WITN PONE. 6364 _- — SEBRING PATIO AWNING � • " ,p9Tr. i o" �' -2 - u • 1.-,--.575. ;75. 1 , d� ; .j12" .. � 'T' "TYP. N N ' N F--T-- I 1- -1.25" • T • X 1 ]±o1f.12;. � 2" ' T 5 .0 .052" ,; "� . 125° ° 5 } .e 0 2 " 2.0 SV° ` mo o , . '' N T .050 °0 I • 1.31 52' L12 2" ." • 5 1 .0 ° 150 � � I I .. TYP. L .062" .312 TYP. ` ° . ( dB f 1 o 1062 • TYP. I I I ff062.m. " 4.25" 4. 2S S 62° .0 1� cc .o FASCIA � 1.50 �, 1.40 .27p r •75 41.50° 1 .19 lo° —'1 Y - ---- -- 1 ".. i TV PE 'I' TYPE 'II' TYPE'k1 TYPICAL PANEL HEADER MOUNTING .028 1 VALANCE ROOF BEAMS HINGE p ., HHADHR ROOP � DHT.'A' - 025 "BANRLS /INSERT 2. S. R = GENERAL MIDTRS DIMENSIONS ARE MAX. LESS DIMENSIONS MAY BB USED. DESIGN CRITERIA DHSIOH LOAD 30 11:::;: S TEST LOAD 6 0 ALUMINUM ALLOY OF COMPONENTS; ROOF PANELS 003 ■H11M HEADER 6063 -T5 TRAILER HIE 6069 -4�55 SIDS VALENCE 6063 -'° S BEANS -- 6063 =T6 COLUDNS.TUBES 6063 ■T5 - BOLTS 2020 -T4 SCRIMS. STAINLESS STEEL OR 2024 -T4 THE NU 'SE BRING' PATIO AWNING WAS DESIGNED COUNTY COD TESTED SBUD D1 GCDONE WITH ART EHTRPOLITAWDADS COUNTY BUILDING AND 1HD Z Z ffi ZONING PARTMEHT POLICY FOR PUNT PRODUCED AND CANOPY SHUTTERS, DATED RIGID CAYMPIES ED ,190, BASED 05 THE SOUTH FLORIDA BUILDING CODE. CAN SAFELY E SUPPORT T THE THE LOADS IMPOSED BY THE A STRUCTURE D�' 1.12 "O.D. .065 'HALL 1.35 °O.D. 0 WALL ---1 3/8°0 THRU BOLT. j /g °0 � STAR LOXIN FASCIA \ � x\618 SMS. 0 EA. BEAN a ` 1 AND B ' BOLT FASCIA _ - . 'HINGE ANCHORS / /5/16" DIAMOI:D 1 �~ DRIVE NAILS @10 C 5103 NCE C. 1/1+ "o OR SCRS. CROSS SECT. OVER ROOF /IN WOOD 6 12" NO CC. IN ESN) p8 9115. 5 12" C.C. ROOP BEAM ,MIN. THICKN EN ,MATERIAL. 1.L/2" MIN.PENETRATZON. ROOP PANHL COL. r 1/4 ` -BOLTS/ TTS RRAD I BOLTS ' , -- fid. ..PAMHL //8 SHS. o 6'00. 1/, C "N / a VALANCE \r /\ DET.'A' (J//,I t I' •° 1 Lam- 080" FOLDED / PLATfi CAME1BACN F' ALL COLUMNS. I I) 3/8 PERU BOLT .062"x12" LONG PLATE - CENTERED OVER INTERIOR COLUMNS ANCHOR , . . . . . . „ . .. ' .. , A.\ 8 "x 8 CONT.FTG. 4° CONC. SLAB W /6'x6 "010 MESH. 85 CROSS SECTION CONT. {i8 SUS. q8 SMS. il �ADHR _ � NC3 '' • - - � VALANCE 1 1 FASCIA le CORDER DETAIL TUBE COL. SCROLL COLS. CORNER DETAIL 2 -1 "SQ. TUBES .064" ISOMETRIC VIEW WALL. ROOF SPAN AND COLUMN SPACING SCHEDULE &Wei C WGED CALLOUT5 ' 10" MAX. OVERHANG DATE NO ISSUED DATE REVISION NU— VUE INDUSTRIES , INC. I053 E.2S ST. HIALEAH FLORIDA TYPICAL. b d PATIg1 I . 1 PATIO i I 1 PROJ._] ROOF BM. a ,�1 7'- 0" 7'- 0" 7'- o^ --- - -- 5 ' - 8" CARR SMITH 81 ASSOCIATES 3920 N.0. 27 TN.5TREET, MIAMI, FLORIDA C O N S U L T I N G E N G I N E E R S 7' -1^ TYPE I 8' 11• TYPE II + ►- 5 ' - 8" -- j 5 ' - 8" DATE 5 - 63 108. G.TICS,G, C.S.ICNEON H.W. FILE NO. SAW N0 10,-5 " TYPE III —.— 5'- 0 " 4 i L 5'- 0 " 5' -. SECTOR SHALL O ALL DIMENSIONS *7 eT SITE Of FO RE PROCEEDING NITS RM C BORN. 6364 SEBRING PATIO AWNING ° • ~l .3 }" I • ;~'.312. i.----+ • 0q0"� , O90 � 2 :. 12 ..-• --375• 4 050" ° N N N � 4.312 1.12 •� T ' ,T 052 `O $ r - 5 �j .052 g 5 5 0 .12 ° ° %} 0 2" .I 5 } 2.0 ° z.o `�° - .o6z" " N T "0 � l o° , IESV ,I �'• �'� .� TYP. ,312 TYP. Z r o -7B' .062 °TYP. L 1 1 0" l 4 .125" • ° 4.25 1 z5 1 S �R / .125 i &4SCIA 1 s 04 1.1.90-1 11.50-.1 •27• rr 9° 1 F 1 TYPE 'I' TYPE 'II' TYPE 'Pr TYPICAL PANEL HEADER MOUNTING .028 1 1. 'EAM LANCE ROOF BEAMS HINGE .0.. ROOF / DET.'A' 025 "BANBLS7 INSERT / C ` GENERAL SOBS DIMENSIONS ARE MAX. LESSER DIMENSIONS MAY BR USED. DESIOR CRITERIA DESIGN LOAD 30 P.S.F. b TES? LOAD 0 P.S.F. ALUMINUM ALLAY OF COMPONENTS; j HEADER �� b0 -T5 S,TTUBES O N. SCRE L99, 8?AINISSS STEEL OR 20 24 -T4 THE NU-VUE 'SEBRING. PATIO AWNING WAS DESIGNED AND TESTED IN ACCORDANCE WITH THE IME'TROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED OCT. 10,1960, BASED ON THE SOUTH FLORIDA BUILDING CODE. IT CAN SAFELY E SUP T THE LOADS I:POSED AGEING. 30. FASCIA ` 0 SYS. 0 EA. BEAM " ROOT PANEL I ra /8 ANCHORS t leg D DIAMOI:D / NAILS @10"CC. SIDE NCE / CROSS SECT. OVER ROOF 0 WALL --1 � .... 3/8 °0 .ERU BOLT. 3/8 STAR \ LOXIN ) r #8 SUS. € 12" C.C. " ( HOOP BRAtl !frE.. ROOF PANEL f COL. �� 1/4 ".i #8 SRS. BOLTSI , / a ..6 °CC - . /r /l ); • ' /,- 080" FOLDED / PLATE CAMELBACK {{ ALL COLUMNS. ` ' - _. 0 IL ' `-p1Q BOLTS /NQTS-"HHADER L f EA. 3/8 "¢ THRU BOLT .062 "xle" LONG PLATE - CENTERED OVER INTERIOR COLUS M." VAIANCfi . -�{� - -,. ___ I - DET. ' A' ANCHOR . .. . —.— •, ._ ~" 8 "x 8 4 coNC. SUB W/6 "x6 "a10 MESH. D-- d5 CROSS SECTION CONT. 0 Bass. N8 sMS. _ HEADER o r VALANCE s 1 1 --' ' ` VALANCE 0' FASCIA CORNER DE9TAIL TUBE COL. SCROLL COLS. CORNER DETAIL 2 -1 "SQ. TUBES .064" ISOMETRIC VIEW WALL. ROOF SPAN AND COLUMN SPACING SCHEDULE 613-6,3 CMNGED CALLOUTS • 10" MAX. OVERHANG on NO ISSUED DATE REVISION NU— VUE INDUSTRIES , INC. 1053 E.29 ST. HIALEAH FLORIDA TYPICAL. a PAT24 i I PATIO 1 I I PROJ. ROOF BM. o 7' o^ 7' o^ 7' o"___ _ --__ 5 ' - 8" 7' 4" TYPE 1 CARR SMITH 81 ASSOCIATES 3920 NM. 27TN.STREET, MIAMI, FLORIDA C O N S U L T I N G E N G I N E E R S 8'- 11" TYPE II --- 5 ' - 8" - -� - ^'- I 5 ' - 8 " 10!- 5" TYPE III 5' D" 5'- 0 " 5' -.G" D ATE 5 -630R..m. G.TIDESIGN C.S.JCHECN Et .W. FILE NO. WHEAT NO CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE BEFORE •ROCEE01N0 WITH MORN. 6364 _ �__ - SEBRING PATIO AWNING 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... . Registered Architect and /or Engineer.. . Name and address of licensed contractor._ Location and legal description of lot to be biflt on: Lo; Chainnan .. Member Member _ Council Approved ..... ._ _ APFLOCATO N Fo ° BUOLDON13 pC G°31NJOT Block._ Street and Number where work is to be done M0AX10 SHORES V0[ LAND BUILDING INSPECTION D(PA IRTIME1:9T 0 State work, to be done and purpose of ding floors) Building Inspe,'or Subdi isio�n LANNING BOARD Read, Sworn to Date Disapproved 1 New Building ` Remodeling To be constructed of Kind of foundation b Estimated Total cost of improvements $ �_ ( �_ ° Amount of Permit $ Z one cubage required ... _ __.___ . _ ._______ __ _______Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor..___. Roof Covering My Commission Expires and Subscribed before me. Notary Public, State of Florida and for no other purpose. Addition .._ Repairs_. ___.. No. of Stories....(:_ ‹gio, I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent 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 Compedsation 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 sub ctors, on work to be performed under this permit, as are licensed by Miami Shores Village. n /� Remarks (Signed `' -7z 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, therein by him stated are true. st Permit No G1 i -7 7 Date Disapproved __ ____ _ _ Dat (Signed) and that he did sign the same, and that all facts DATE Member Member Member 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. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building ❑ PERMIT N° 15229 ❑ Work to be performed under this Permit Architect Contractor or Builder Legal Lot II BI. Description Address of Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Subdi- vision Value of Project $ DATE 195 Contractor's License No. 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 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 tie 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. BY AUTHORITY