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1421 NE 101 St (9)Date ( -ad -d y Approved Correction Re- Insp'n Fee 4[9 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n l Permit No. � DQ ( 3 � e Name 1 Address 1 t7.21 Ne /0/ 9f Company Phone # Inspection Date 4 ) 611q SSD MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Data iS G Type Insp'n }-t no, Auor) Permit No. 3P X - i g5zs . Name rwct -cO . 1 Address t4 1 �� - (d b r Company B TU Pl Phone # r, Inspection Date D-)(01 V y Approved Correction Re- Insp'n Fee Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 410— ins 5/ " (AL Approved ❑ Correction ❑ 6 Z t Re- Insp'n Fee ❑ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # 3(25- 25 - 2 -76 /t Owner's Address WO/ lU E 101 �e i City / 2Mt 1 Rao/ State FL Zip 33 36 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 y' -1 I O 1 S+ City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name W/1l4 Contractor's Address City TOr Qualifier /5(P $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: Submittal Fee $ 50 Notary $ -pJ Scanning $ Code Enforcement $ ❑Alteration Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department th/roie Phone # 1 zip 33 /69 S tate FL Permit No. ib P1003 Master Permit No. Zip _Axi&ao Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: ❑ Repair/Replace a * * * * * * * * **s * * * * * * * * * * * * *s Fees * * * * * * * * ** *ass * * * **s* * * * ** � e Permit Fee $ /00 CCF $ 1, 6 0 Training/Education Fee $ ©a D O Technology Fee $ j 5 Radon $ Bond $ Structural Plan Review. $ .50./ ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signs / Owner or Agent The ` Ioregoing instrument was ac owledged befoIe this ��. by (kr day of c, 2 who is personally known to n orjwho has produced NOT Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 10/14/03 As identification and who did take an oath. Mabel V Manne Handing Co., Inc Signature ,Ulu Contractor The foregoing instrument was acknowledged before me this -4- day of /f/ , 2003, by a/e2c. §iJ �vho is personallyknown lame or who has produced �� aS identification and who did take an oath. NOTARY PUBLIC: Sign: Print: . 71,2'? AM6 &I/4 My Commi Expires: FABIANA NUDELMAN MY COMMISSION # DD 016761 * * *tlotihES..Wit3X2 (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * ************* *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 6 / 7 PFC ° 3 2003 q 77, /7 '/'/ 5tr 4 -1 Plans Examiner 1.800.3NOTARV FL Notary Service & Bonding, Inc. Engineer Zoning S iRJCTURAL E! E TRICAL 11 PLUMBING SEE DETAIL B 0 \, 1 do* ISOMETRIC COLUMNS 2 "0(TYP) NTS AWNINGS by VALROSE 15627 N.W. 15 AVENUE MIAMI, FLORIDA 33169 60G _ 1 PHONE(305)893 -5553 FAX(305)891- 6534• -� £OOZE 2 e -mail awnings @valrose.com U F F CJMPLIANt,E WITH ALNQ . LL :L. PJ +� COUNTY RULES AND REGJLA rums C:9My Do 1 \AWN1 :GS AWNINGS BY VALROSE 1421 RE 101 ST.dv7. 11/19/03 06:3325 PM.11P L°sala 5000 Sake PC1 6 P'.ECH . nt ALL PIPES 1 PL 4'X1 -1/2" X 3/8" (2)3/8'0 X 3' 1 -112' MIN. EMBED 1/8° (2)3/8 "0 X 3' 1 -1/2' MIN. EMBED DETAIL 'B' TYPICAL CONNECTION SCALE : N.T.S. E. 101 STREET MIAMI - FLORIDA DESIGN LOADS: CV: 1.00 u -' THE CANVAS NEEDS TO BE REMOVED WHEN WINDS APPROACH 75 M.P.H. (90 M.P.H. 3 SEC. GUST) 1/8' GCPI = + / -0.00 SCALE : N.T.S. STRUCTURAL NOTES GENERAL NOTES: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING SUPERIMPOSED LdADS. DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 AND ASCE 7 -98. WIND VELOCITY= 90 MPH EXPOSURE CATEGORY: C ISOLATED CONCRETE FOOTING FOUNDATION DETAIL DETAIL A SCALE : N.T.S. 1/4 \\./ F STRUCTURAL 3 #5 E.W. TTOM STRUCTURAL STEEL: ' THE MATERIAL, FABRICATION, AND ERECTIO STEEL SHALL COMPLY WITH THE SPECIFI TIO S FOR THE DESIGN, FABRICATION AND ERECTION OF STRUC RAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. ALL TUBING TO BE NOMINAL SIDE DIAMETER ASTM A53 GRADE B OR APPROVAL EQUAL. ANCHOR BOLTS AT COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325 -N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF- THE -NUT METHOD. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING (SMAW) SHALL USE E70XX LOW- HYDROGEN ELECTRODES. ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH -UP COATS OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS. MILTON CUBAS, P. E., INC. CONSULTANT ENGINEER PE # 51902 1302 NE 125 ST NORTH MIAMI, FLORIDA 33161 PHONE: (305) 891 -4174 FAX (305) 891 -4175 E MAIL: mcubas99 @worldnet.att.net J MILTON CUBAS, P.E., INC. 1302 NE 125 ST. NORTH MIAMI, FL 33161 (305)891 -4174 FAX 891 -4175 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : AWNINGS BY VALROSE JOB NUMBER : 1421 NE 101 ST NORTH MIAMI DESCRIPTION : [305] 891 -4174 FAX [305] 891 -4175 WIND VELOCITY = 90 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = .87 Kzt = 1.00 GUST FACTOR = 0.85 MEAN ROOF HEIGHT = 8.3 FT DISTANCE, Z = 9.6 FT ROOF SLOPE = 1.78 : 12 (8.46 DEG) BUILDING DIMENSION NORMAL TO WIND DIRECTION = 19.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 14.0 FT MONOSLOPE ROOF WIND LOADS L/B = .74 Cf = .50 F = 1760 LB jOSE- /0E21._ ( NOTE: The load, P, is the force, F, uniformly distributed over the surface area of the structure. The exact distribution of the force through the center of pressure should be checked. Refer to ASCE 7 -98 Table 6 -6. P = 6.5 PSF * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** OTHER STRUCTURES * ** * ** MONOSLOPE ROOF OVER UNENCLOSED BUILDING * ** Kh = 0.849 Kz = 0.849 DATE : 11/14/2003 qh = 15.3 PSF qz = 15.3 PSF 1421 N.E. 101 STREET VisualAnalysis 5.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, Pe Billing: PHONE(305)891 - 4174 FAX(305)891 - 4175 Project File: 1421 N.E. 101 ST Folder: C: \Documents and Settings \Milton \My Documents \CUBAS OFFICE \AWNINGS \VALROSE\ Design Groups Name Elements LL Factor Parameters Unity Final Shape COLUMNS 4 1.0000 Yes Design Member Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL First Order 2 2 WIND = 10.0 PSF First Order 3 3 WIND + DL First Order 4 4 WIND - DL (UPLIFT) First Order AISC -ASD Steel 0.4599 PIPE2Std Design Group: COLUMNS, Group Report, Designed As: PIPE2Std SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange ( +y): Pattern = Unbraced Lateral bracing at bottom flange ( -y): Pattern = Unbraced Strong axis bracing (parallel to y): Pattern = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. Weak deflections not checked. STEEL PARAMETERS: Fy = 35.00Ksi Using 1/3 stress increase per A5.2. FRAME INFORMATION: Sidesway frame for strong axis bending. Sidesway frame for weak axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 PIPE2Std INFORMATION: A = 0.49 in ^2; O.D. = 0.11, t = 0.01 ft I = 0.09, J = 0.17 in ^4 rz = 0.03, ry = 0.03 ft Sz = 0.13, Sy = 0.13 in ^3 Extreme Checks Only Axial Check: Member Load Offset P fa KL /r Cc Q Fa Code Unity Name Case # ft lb Ksi Ksi Ref. Check M74 1 7.00 - 150.76 -0.31 200.16 127.89 1.00 3.73 E2 -2 0.08 M74 2 0.00 682.87 1.38 200.16 0.00 0.00 28.00* 01, B1 0.05 M74 3 7.00 - 833.64 -1.69 200.16 127.89 1.00 4.97* E2 -2 0.34 M74 4 0.00 557.60 1.13 200.16 0.00 0.00 28.00* D1, B1 0.04 Flexure Check (Strong Bending): Member Load Offset MX fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M74 1 0.00 -16.82 1.52 7.00 1.75 23.10 F3 -1 0.07 M74 2 0.00 107.68 9.72 7.00 1.75 30.80* F3 -1 0.32 M74 3 0.00 - 124.50 11.23 7.00 1.75 30.80* F3 -1 0.36 M74 4 0.00 90.87 8.20 7.00 1.75 30.80* F3 -1 0.27 Shear Check (Strong Axis): Member Load Offset Vy fvy h /tw Fvy Code Unity Name Case # ft lb Ksi Ksi Ref. Check M74 2 0.00 -15.38 -0.04 3.72 18.67* F4 -1 0.00 M74 3 0.00 17.79 0.05 3.72 18.67* F4 -1 0.00 M74 4 0.00 -12.98 -0.04 3.72 18.67* F4 -1 0.00 Flexure Check (Weak Bending): Member Load Offset My fby Lu Fby Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M74 1 0.00 66.64 6.01 7.00 23.10 F3 -1 0.26 M74 2 0.00 - 403.14 36.37 7.00 30.80* F3 -1 1.18 M74 3 0.00 469.78 42.39 7.00 30.80* F3 -1 1.38 M74 4 0.00 - 336.50 30.36 7.00 30.80* F3 -1 0.99 Shear Check (Weak Axis): Member Load Offset Vz fvz h /tw Fvz Code Unity Name Case # ft lb Ksi Ksi Ref. Check M74 1 0.00 -9.52 -0.03 3.72 14.00 F4 -1 0.00 M74 2 0.00 57.59 0.16 3.72 18.67* F4 -1 0.01 M74 3 0.00 -67.11 -0.18 3.72 18.67* F4 -1 0.01 M74 4 0.00 48.07 0.13 3.72 18.67* F4 -1 0.01 Combined Stresses Check: Member Load Offset fa Fa fbz Fbz fby Fby Code Unity Name Case # ft Ksi Ksi Ksi Ksi Ksi Ksi Ref. Check M74 1 0.00 -0.25 3.73 1.52 23.10 6.01 23.10 H1 -3 0.39 M74 2 0.00 1.38 28.00* 9.72 30.80* 36.37 30.80* H2 -1 1.55 M74 3 0.00 -1.64 4.97* 11.23 30.80* 42.39 30.80* H1 -1 2.54 M74 4 0.00 1.13 28.00* 8.20 30.80* 30.36 30.80* H2 -1 1.29 ( *)Stress increased by 1/3 according to AISC -ASD A5.2. Warning: KL /r exceeds recommended value in AISC -ASD B7. -2- 1421 N.E. 101 STREET VisualAnalysis 5.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, Pe Billing: PHONE(305)891 -4174 FAX(305)891 -4175 Project File: 1421 N.E. 101 ST Folder: C: \Documents and Settings \Milton \My Documents \CUBAS OFFICE \AWNINGS \VALROSE\ Design Groups Name Elements LL Factor Parameters Unity Final Shape Design G 112 1.0000 Yes 0.9605 PIPE1Std Design Member Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 DL First Order 2 2 WIND = 10.0 PSF First Order 3 3 WIND + DL First Order 4 4 WIND - DL (UPLIFT) First Order AISC -ASD Steel Design Group: Design G, Group Report, Designed As: PIPE1Std SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange ( +y): Lateral bracing at bottom flange ( -y): Strong axis bracing (parallel to y): Inflection points are not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. No span ratio deflection limit. Weak deflections not checked. STEEL PARAMETERS: Fy = 35.00Ksi Using 1/3 stress increase per A5.2. FRAME INFORMATION: Sidesway frame for strong axis bending. Sidesway frame for weak axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 Pattern = Unbraced Pattern = Unbraced Pattern = Unbraced PIPE1Std INFORMATION: A = 0.49 in ^2; O.D. = 0.11, t = 0.01 ft I = 0.09, J = 0.17 in ^4 rz = 0.03, ry = 0.03 ft Sz = 0.13, Sy = 0.13 in ^3 Extreme Checks Only Axial Check: Member Load Offset P fa KL /r Cc Q Fa Code Unity Name Case # ft lb Ksi Ksi Ref. Check M40 -3 1 3.54 - 281.03 -0.57 101.19 127.89 1.00 12.65 E2 -1 0.04 M40 -3 2 3.54 2581.00 5.22 101.19 0.00 0.00 28.00* D1, B1 0.19 M40 -3 3 3.54- 2862.03 -5.79 101.19 127.89 1.00 16.86* E2 -1 0.34 M40 -3 4 3.54 2299.97 4.66 101.19 0.00 0.00 28.00* D1, B1 0.17 Flexure Check (Strong Bending): Member Load Offset Mz fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M40 -3 1 0.00 6.94 0.63 3.54 2.21 23.10 F3 -1 0.03 M40 -3 2 1.24 -67.06 6.05 3.54 1.00 30.80* F3 -1 0.20 M40 -3 3 1.24 72.98 6.58 3.54 1.00 30.80* F3 -1 0.21 M40 -3 4 1.24 -61.14 5.52 3.54 1.00 30.80* F3 -1 0.18 Shear Check (Strong Axis): Member Load Offset Vy fvy h /tw Fvy Code Unity Name Case # ft lb Ksi Ksi Ref. Check M40 -3 1 3.54 -5.68 -0.02 3.72 14.00 F4 -1 0.00 M40 -3 2 3.54 107.99 0.29 3.72 18.67* F4 -1 0.02 M40 -3 3 3.54 - 113.67 -0.31 3.72 18.67* F4 -1 0.02 M40 -3 4 3.54 102.31 0.28 3.72 18.67* F4 -1 0.01 Flexure Check (Weak Bending): Member Load Offset My fby Lu Fby Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M40 -3 2 3.54 -2.39 0.22 3.54 30.80* F3 -1 0.01 M40 -3 3 3.54 2.64 0.24 3.54 30.80* F3 -1 0.01 M40 -3 4 3.54 -2.13 0.19 3.54 30.80* F3 -1 0.01 Combined Stresses Check: Member Load Offset fa Fa fbz Fbz fby Fby Code Unity Name Case # ft Ksi Ksi Ksi Ksi Ksi Ksi Ref. Check M40 -3 1 0.00 -0.57 12.65 0.63 23.10 0.00 23.10 H1 -3 0.07 M40 -3 2 1.24 5.19 28.00* 6.05 30.80* 0.04 30.80* H2 -1 0.38 M40 -3 3 1.24 -5.76 16.86* 6.58 30.80* 0.05 30.80* 1-i1 -1 0.60 M40 -3 4 1.24 4.62 28.00* 5.52 30.80* 0.03 30.80* H2 -1 0.35 ( *)Stress increased by 1/3 according to AISC -ASD A5.2. Torsion checks are NOT performed! Maximum torsional moment was 9.92 lb -ft -2- 1421 N.E. 101 STREET VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, P.E. Billing: PHONE(305)891 -4174 FAX(305)891 -4175 File: C: \My Documents \AWNINGS \AWNINGS BY VALROSE \1421 N.E. 101 ST.vap Summa - Node s : N53 Node Load Case N53 WIND - DL (UPLIFT) DX in DY in T®oN 9 1 \OOA 1 aANk (u9 1v 1.5 5; 2 O' x 2 O �c 0 -S _ " 6 C" )< 150 // _ c100' 90o- > v98 " o L 05E. a' -o')4 2.`-d° Itb_G" wiz - #5 ."i oi'om DZ in RX deg 0.0000 0.0000 0.0000 0.1800 0.0399 0.0446 12.980-532.11 48.071 -NA- -NA- -NA- RY deg RZ FX deg lb FY 1b FZ MX MY MZ lb lb -ft lb -ft lb -ft 1421 N.E. 101 STREET VisualAnalysis 4.00 Report Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubes, P.E. Billing: PHONE(305)891 -4174 FAX(305)891 -4175 File: C: \My Documents \AWNINGS \AWNINGS BY VALROSE \1421 N.E. 101 ST.vap Summa - Nodes : N19 Node Load Case N19 WIND + DL DX in DY in Y L 0.2g lb 2.33 lb CD Ps = \f � (354Y+ (z )z vs = 3 54-A 9t = ,3G0 - 4 (S F_) _ 340# v t = 2,5O - ` (5 . -) _ 640* \45 ) 1 0 DZ RX RY RZ FX FY FZ MX MY MZ in deg deg deg lb lb lb lb - ft lb - ft lb - ft 0.0000 0.0000 0.0000 0.0063 0.0031 - 1.0461(- 1.1269 54.321 1.6896 -NA- -NA- -NA- -1- 2 354 340 6 4 0 C� (0 3 / X1 (2 - X \ - ' /Z = 0.56 l_O 1421 N.E. N 011 STREET, Wed Nov 19 18:17:58 2003 Milton Cubas, P.E., Inc., Milton Cubas, P.E., PHONE(305)891 -4174 FAX(305)891 -4175 Design Results - dZ r 2 .7• M -• " Ogav 't 14.°10 t3.10' 31''39' Gt.=1999.40' 1 15.50' (pA.2.1e.w.uy 1 .40' D Aiir.v zurr J p �� •:ovuo 1' f ►gra■l pipe, i�- 1.s 30. 64' N PLAN OF SURVEY scale 1 ;20 ea, be ' Te ).►o 11 P IP E s -2-s ' VCX..uo 1 tR,o" pipe x an6HantuffErficm M. stun CONCERN No. /e IT! i'i7z i\ ` � % REGISTERED \ ' t _ .7_,..,,.i ,':,�') ' APPLICATION a o ,\ a. /19 9G� EY A eii pp ®P R ,4 •L, 9a� r GA -217 This is to certify that the materials described below have been flame- retardant treated (or are inherently nonflammable). ADDRFSS FOR CITY ' STATE Certification is hereby made that: (Check "a" or "b ") (a) The articles described below this Certificate have been treated with a flame - retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was.done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used Chem. Reg. No Method of application (b) The articles described below "are made from a flame - resistant fabric or mater registered and approved by the State Fire Marshal for such use. JOHN BOYLE & COMPANY, INC FLAMETEST II° PROTEC® ISSUED BY JOHN i :OYLJE & COMPANY, INC. Salisbury Road Statesville, NC 28677 7 .4- 872 -8j51. Name of Applicator or Production SuperintencEent Trade name of flame - resistant fabric or material used Reg. No. The Flame - Retardant Process'Used WILL NOT Be Removed By Washing By i I I `•: (ri...l� 1::.i'`' ! 1::.1'til'i' \.i.•::il::.i:i • :f.`f� ?t:, . I MIAMI l... l.:.....::::ti....::..:.........._ ............. ............................... _.......... I STYLE 5 7:'i::.• : :.; F% I i° •T•:i: i:it'. ........... > 61 " :'.i•r `: F,:K S t;;l' ?i' j i. 1°'A T• I: O <-+P R1 CALENDAR NO. r .. t .... 5 'i .iL ,... ... ..:1..11. '•:1.. ..•ir........ {..'•::;•::;.:f ! • c.iRDIti:Fti i 26834 INVOICE0--> 019303 ..._. •. ,MEG DATE --> 00-21-95 c aAN 1 .1. (t .;...... 24:00 JOHN BOYLE & COMPANY AND DISTRIBUTORS • JOHN BOYLE & COMPANY, INC. gen Certified. FIlbmme- Retardant Fabrics By MOYILE 1' - 'emu r"-!' Specialty Products Man Your product will meet the rigid specifications of the California Fire Marshal. BIMINI FLAMETEST° WIDE TRAILER FABRIC FLAMETEST® ULTRA FAB° PATIO° SURFMATE° 1 APPROVED ZONING STRUCTURAL ELECTRICAL PLUMBING MECHANICAL BLDG. BY DATE SUBJECT TO COMPLIANCE WITH ALL FELIRAL STATE AND COUNTY RULES AND REG Ji.A IIO'•;S Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /3/2003 Applicant: JAMES Owner: HOWARD JOB ADDRESS: 1421 NE 101 Contractor Local Phone: Parcel # 1132050240290 Signed: (INSPECTOR) Building Permit Permit Number: BP2003 -1858 HOWARD JAMES ST Contractor's Address: Legal Description: MIAMI SHORES BAY PK ESTS AMD Permit Status: APPROVED Permit Expiration: 5/24/2004 Construction Value: $2,400.00 Work: COMPLETE PATIO AWNINGS Page 1 of 1 PB 56 -86 LOT 12 BLK 3 Fees: FEE2003 -7695 FEE2003 -7696 FEE2003 -7697 FEE2003 -7699 FEE2003 -7700 FEE2003 -7701 Description Amount Building Fee $100.00 CCF $1.80 Notary Fee $5.00 Technology Fee $2.50 Scanning Fee $6.00 Structural Fee $50.00 Total Fees: $165.30 Total Fees: $165.30 Total Receipts: $0.00 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: .ate PER XT APPL CATION FOR MUNICIPALITRES OF DA4E COUNTY (OWNER TO RETAIN COPY) ,y / L / zJ f 2 I Tax Folio /J 5 a 2 �4 7 9 egal Description �(� J Z <� °�f er Permit # 3c 27 7 caner / Lessee / Tenant rwner's Address /wz/ /(/& /62/ s J .ontracting ual if ier 12rj f3 tbk7.- tat e # �lG'2IUQ�1 .rchitect /Engineer .onding Company ortgagor ermit Type (circle one): BUILDING CORK DESCRIPTION [z-X Ak-eA4 quare Ft. 'ARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO 0 SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE ECORDING YOUR NOTICE OF COMMENCEMENT). pplication is hereby made to obtain a permit to do work and installation as indicated above, and n the attached addendum (if applicable). I certify that all work will be performed to meet the i:andards of all laws regulating construction in this jurisdiction. I understand that separate =:rmits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. ,JNER'S AFFIDAVIT: I certify_ that all the foregoing information is accurate and that all work ill be done in compliance with all applicable laws regulating construction and zoning. irthermore, I authorize the above -named contractor to Flo the work stated. Job Address Co . l.0 ' (7 Estimated Cost 4�S 'o ignature of Own er\ and /or Condo President ate: f , kr „9 -- Competency ## i )tary as to Owner and or Condo s1d�r� 7 Commiss Expires NOTARY PUBLIC ST * * Y COMMIS OGENERAL *NS26UNDg.* ,BONDED THIM MIT FEE: APPROVED: Mec LECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN Fire Plumbing Phone Address ■ 90 pZ— 75 k id- Engineering 7.5 J —z ��8' Ss ## pS 3 - '' - G 3c Phone 2,5-/ _ c r$ OC )00 //5 --- Address Address Address Sl r of Contractor or Owner - Builder Date: OP Notary as to ontractor or Owner -Build My Commission Expires: PUBLIC SS AYi FT KR 994 COMMI tI ION E ;� P , O BONDED TN a* 211 @ETXRho I *2 Other Q Zoning Building / VE1 ectrical - -. =RMIT i1 ':ate of Florida runty of Dade available) Owner inf a. Name and. Address: ri'the'` WITS' nay b. Interest in property: cc2, Ceti e-c— Surety: a. Name and Address b. Amount of bond$ , A. D. I Seal. Clerk Circuit Court ay 3rn to an :ary Public and and Offic' e l.k. r f 4 „_1 1 ,1 Tax Folio No. /1 3D' y �r 9G l> NOTICE OF COMMENCEMENT iE UNDERSIGNED hereby gives notice that improvement will be made to certain real - operty, and in accordance with Chapter 713, Florida Statutes, the following :formation is provided in this Notice of Commencement. Description of property: (legal description of the property, and street address if s g 1 � S General description of improvement: jZe-A4 c e —(4S.1 ))Cc -ia Contractor: (name and address) 44.4 1,7 c.0 ribed before me this 1� day of My Commission Expires: 92R 14 1440 1992 APR 16 11:15 c. Name and address of fee simple titleholder(if other than owner): L 74) Cy- S )- 44/ii/t ( �� ??L 2 re) Al i 7 f 5t-- Lender: (name and address) Persons with the State of Florida designated by Owner upon . whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. STATE OF FLORIDA � v;+ C 'INbTrDMVion date of n t�' . ommencement (the expiration date is 1 year from I HERrnv CERTIFY that this tai o '✓r- . -.� .• T esvev4�r� °0a- .�rl ifferent date is specified) Signatur of Owner NOTARY PUBLIC STATE OF FLORIDA MY COMMISSION EXP SEPT.26,1994 BONDED THRU GENERAL INS. UND. Owner's Name and Address 677 ( f e Lot 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 building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. d Street and Number where work is to be done S '""` °�' V ��r S J Date No / f Street Registered Architect and /or Engineer t Name and address of licensed contractor l� C r Location and legal description of lot to be built on: Block Subdivision y State work to be done and purpose of building (by floors). state exter _ colors (submit samples) and for no other purpose. New Building Remodeling Addition Repairs Disapproved (Signed) Date No of Stories 1b be constructed of ��jj Kind of foundation Roof C vering '/�� &Estimated Total cost of improvements S _�i r Amount of Permit S .3 1 � �/ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot_ Maximum live load to be borne by each floor I hereby submit all 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 obligatons 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. } ss. Before me. the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are true. ri Permit No. ^' 1 41 l Date Read. Sworn to and Subscribed before me. Notary Public, State of Florida 19 F E /0 Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address l ,L_ 5-4 GV D5 C°cwS7 Qd. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. t # E G'•9 -4A6E 9' 0 SS. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT -reN5BN Subdivision Date 2 /i /1T 19 No. /442,1 Street NE /0/ 5 - 1 Registered Architect andlor Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot ./a Block \./ P-12_ C Street and Number where work is to be done ^, / / / f /o / State work to be done and purpose of building (by floors), state exterior colors (submit samples) // 40,2 fa a and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 0 0 0- t7 Amount of Permit S j/ J " S Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all 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 obligatons 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. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. j 7 O 30 Date .t 1111 Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 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 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Notary Public, State of Florida APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build • ine or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date. __...__ ..__ _r9%•���",19.2,L Owners Name and Address ..Af'e ' Y/ •r,eu/iit) Gl�.t!LC 4'& _ No rya l.._. Street!)* • JD/ . ff �1R6.5S �4 al�i li`S e Registered Architect and /or Engineer '�'. .•.,. ,,,•••,..•,.<- ,<,�,•• . Name and address of licensed contactor b &.SZ - 9 JC7..! AAA/ Location and legal description of lot to be built on: N Lot Block ' Subdivision lee ' 'Z /li'1191lti .4Qe.Cf Street and Number where work is to be done /4 _N•6 12l.... M /A . A4 _s State work to be done and purpose of building (by floors) • / 'ei!i ? gee. R9 _ ,.._ .............._.._ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories J To be constructed of Kind of foundation ✓✓�� RoofSovering Estimated Total cost of improvements $. < • Amount of Permit S. /„ 1.70 Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr Mors, on work. to be performed under this permit, as are licensed by Miami Shores Village. Remuks (Signed).. .._......_ _ ...._..�... / _ _�-_ STATE OF FLORIDA, - COUNTY OF DADE. ' ss. Before me, the undersign authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared & _ /9.ed ,4r�.0 n/.IU 0 4ee. d a 4// 74 50,1 7s e Zi, -. and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. 51 Date r) 7 0 Read, ,worn to and Subscri� • before me. r.cti/ Disapproved s Date. (Signed) _ \' ... � Buil•rng Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Notary Public, St to of Florida My Commission Expires.. t - • 4,2 042 _ .. to me well known, PLANNING BOARD DATE Chairman Member Member Mcmbcr Member .. .. Member -. Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application nfter approval has been obtained from the Plannir.;; 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.