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746 NE 94 St (9)I, W 1 /Gars-, / (r_6 / 3 , hereby apply for a certificate to re- occupy the single family residence known as : (address) 7 y6 'JE= l'( S7 Legal Description: APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY Lot: Block PB & PG: Applicant Ali,' / a vq c) PAGE I OF 2 , Miami Shores, Florida. 1 hereby certify that I understand that the zoning. of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re= Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Company Name Date / / 'j - Print Name ******************************l**************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: ill' V:I; c.we 6 -o77e' 30 s- '%5 37 p /h Contact Name: 14 ./,'avv f / ) /c) or Telephone: - 305 —6 -700 0 6/4 Buyer I/ Seller Realtor Application Fee (550) paid: Cash Check No. £i/ 2 1 Inspected by: Tom Conway per ABApproved X Denied Date1 1 / 22 / 00 Comments: CER11r ICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single- family residential purposes. THIS CERI1HCATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTEREST PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PRE1vIISES IN ORDER TO DETERMENE THE CONDITION, THEREOF. PAGE 2 OF 2 MIAMI SHORES VILLAGE, FLORIDA By: Date of Certificati•n: 10 0 Legal Description Historically Designated: Yes No • 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE y d` Job Address \'k o We, C L� S'� �� S * Date Tax Folio \ \- 3aOio- O \fir- \'oho �Owner/Lessee / Tenant v \V' `At-\.ro CU- MG- *wner's Address NA-'MG SNNO S, Contracting Co. 614114.0./ Address Qualifier SS# - Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle amt UILDIN LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square )S, CA WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AP'PIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. V Signature of owner and/or undo President - gr esident 'c'.•.,, MARIA MARTA RODRIGUEZ a 6 ,:, MY COMMISSION # CC 792692 e l Bo nded Th Notary Public un N Notary as to Owner : d/or My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical RADON Date 7- 9/ Master Permit # « g/ '-none CCc \ \ % 4 kJ-Iv 3 aceofrobo It- Estimated Cost (value) Date Signature of Contractor or Owner- Builder Date Notary as to Contractor or Owner- Builder Date My Commission Expires: C.C.F. NOTARY BOND TOTAL DUE Building „/ L/ ' V Electrical Plumbing Structural Engineer Viviane Gutter 746 NE 94th St. Miami,FL Entrance NO Shutters = Accordion Shutters Size: # 1 76" x 54" # 2 40" x 54" # 3 41" x 54" #2 #3 Aluroll Shutter Systems, Inc. Dear Building Official: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM We are the Dade County Notice of Acceptance Holder for the ASSA/Residental Bertha Accordion Shutter under number 99- 0719.03. This letter authorizes to use and install our ASSA/Residental Bertha Accordion Shutter under number 99- 0719.03 at the following Job: Job Name: v v C 6c-/ // v Address: 7 N L 9e//4 City: /lid:Lull Sh o reS Number of Shutters: 3 / Sy„ Fl g5,6' S' ce ely, Y� Kurt Ruemmele President 4747 SW 75 AVE.- MIAMI /FL.33155 - Ph: (305) 262 -6168 - Fax: (305) 261 -0157 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Aluroll Shutter Systems, Inc. CONTRACTOR LICENSING SECTION 4747 S.W. 75 Avenue (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33155 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 ASSA/Residential Bertha Accordion Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0719.03 Expires:09 /23/2002 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL BUILDING CODE & PRODUCT REVIEW COMMITTEE 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 Dade County, Florida under the conditions set forth above. Approved: 09 /23/1999 Internet mail address: postmaster @buildingcodeonline.com CONDITIONS MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Raul Rodriguez Chief Product Control Division rancisco . Quintana, R. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com -4 b. Aluroll Shutter Systems, Inc. ACCEPTANCE No. : 99- 0719.03 APPROVED SEP 2 3 1999 EXPIRES SEP 2 3 2002 - NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an Aluminum Extruded Residential Bertha Accordion Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Extruded Residential Bertha Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -174, titled "ASSA / Residential Bertha Accordion Shutter ", prepared by Tilteco Inc., dated May 21, 1999, sheets 1 through 10 of 10, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Extruded Residential Bertha Accordion Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. akar, P.E.- Product Control Examiner Product Control Division 2 of 3 Aluroll Shutter Systems, Inc. ACCEPTANCE No.: 99- 0719.03 APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS SEP 2 3 1999 SEP 2 2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE tit/6-7) - Helmy A. - ar, P.E.- Product Control Examiner Product Control Division 3 of 3 • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS CLASS OF EXISTING WINDOW OR S G a I14x3/4'S S 3. M. S • 6 a C ALTERNATIVE 4 1/4" 0 -20 r J/4' PAN HEAD PHILLIPS BOLTS W/ NUT & WASHER • 12' a C. / 10 x .3/4" S S S M. S OR 3/16' • Num. POP RY£IS • 12 0. C. 6; ! 10x3 "SSSM. S. W/ 7/16" • x 7/8' LONG NYLON BUSHING. (T1'p. BOIIGW). j 10x3 /4'SSSM.S OR 3/16' 0 Alum. POP /M EM 0 12' a C. 7" 4' x 1 (Mn.) 6063 -T5 Alum. TUBE Mont) w/ (2) 1/4 O re LONG LAG SCREWS 0 EACH STUD (WROTH OF snro) AND W/ 2' M•7. PEVE7RA7 JN INTO EXISTING STUD. WALL MOUNTING INSTALLATION — SECTION A SCALE: 1/4" = 1" WOOD TRUSSES OR RAPIER • 24" a G REOUO EO / 74 r 3/4' S S S. M.S. 06'0. C. SEE SCHEDULE FOR Ain. SEPARA7TON S' 70 GULSS OF EXISTING WMOOW OR S G a ALTERNATE FASTENER LOCATION / 10x3/4'6 S S AL S OR 3/16" • Alum. POP RIVETS • 12' 0. I1 II u n 1 " x 4' x I/8 (16n.) w 2 ) Vie I LONG ' LAG TO EACH RAFTER OR TRUSS LOCATE SCREWS AT MJOM101H OF EXISTING M000 MEMBER (2' Min. NOMINAL MTH) W/ 2" Min. PENETRA . mta 7/16' • x 4/8" LONG N BUSHING. (7)p. 7OP,1N7ERIOR). 2 /10,J'SSSIIL S W/ 7/16 0 r 7/8" LOAD NYLON M. #AG Typ.TOP • BOTTOM( EXTERIOR. & 0077014 1NTE760T4 4 10 x 3/4' S. S. S. IL S. OR 3/16 0 Alum. FOP RIVETS 0 12" 0. G 2" x 6' WOOD DECK REQUIRED (NO ALLISHFIN OWED) 1/4' 0 LAG SCREWS W/ 1 1/2" Alin. PENETRATION O 6' 0.G CEILING & FLOOR MOUNTING INSTALLATION — SECTION B SCALE: 1/4" = 1" MOOD TRUSSES OR RAFTER • 24' 0. G REDUREO NOTE : WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NO7ES : 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLAT7ONS WITH DESIGN WIND LOADS LESS OR EQUAL THAN 75 p.s.f. AND 9' -0" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE Nc. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. / ThiNC. \ (ALIT TESTING & ENGINEERING COMPANY 6596 NM. Mk A. SI* 274 16 OW RO6W 37766 Phew: : (X16)671 —ISI0 . Fax : (.10.5)67I - 1531 WALTER A. 77LUT Jr.. P. E. FLORIDA Uc. I 44167 / 14 r 3/4' S S S M.S06 "0.C. SEE SCHEDULE FUR Min. SEPARA77LW S TO GLASS OF EXISTING WINDOW aR 5. G a / 14x S S S S • la" a 0. 1" x T' x 1/8" Alum. ANGLE Cont. (6063 -75 ALLOY) 1.000" 2.000" CEILING & FLOOR MOUNTING INSTALLATION — SECTION B1 SCALE: 1/4" = 1" ASSA / RESIDENTIAL BERTHA ACCORDION SHUIILK ALUROLL SHUTTER SYS7rM$, INC. (Ass4 / 137) 4747 SW 75 AVE. MIAMI, FL. 33155 2 1/4" • ELCO FEMALE ANE1 SATE W/1 7/8' AI PENETRATION O 6' a G MIS DATT BY 6IY. w r 1 " x 4' It 1/8' (Mkt.) 6063 -75 Alum. TUBE w/ (2) VIA" 034' LONG • LAC TO EACH RAFTER OR TRUSS LOCATE SCREWS AT M'DWIDTH a- EXISRNC 6000 MEMBER, T A6n. NOMINAL WIDTH) W/ 2" £6n. PENETRATION. 10r3'S. SSM.S. 7/16' • x 5/8' LONG TER TOP (WIIFJOR) NricN 16' x 7 /I3' LONG TIP & BOTTOM & aortas (MIFRK.R OR) /10x3 /4'SSS.M.S • 12' 0. C. APPROVED AS COMPLYING WITH THE SOUTH FLO IDA BUILDING CODE LtrAler PRODUCT CO' L DIV:S'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOT1-01∎ c saasnw 2" r 6' W000 DECK REQUIRED (NO FINISH ALLOWED) MR 3 1 MIAMI -DADE COUNTY AS SHOWN SCALE 5/21/99 DATE 99 — 174 DRAWING No SHEET 10 OF 10 © SILL ADAPTER SCALE: 3/8" = 1' 1/4" 0 - 20 S. S. THUMBSCREWS QH LOCKING PIN SCALE 3/8' = 1' © MALE LOCK SLAT SCALE.: 3/8" = 1 2.000 WALL HEADERS WALL HEADERS (INVERTED USE) SCALE: 3/8" = 1 ' l VARIES SEE NOTE BELOW 6" Min. FOR UP TO 9 -0' SHUTTER 8LAIX LENGTHS 0 12" Mir. FOR SHUTTER BLADE LENGTHS GREATER THAN UP TO 12 E® BOTTOM BUILT -OUT ©F FEMALE END SLAT SCALE: 3/8' = 1' 3.994" 3 1/4 "0 - 20 S. 5. THUMBSCREWS VARIES SEE NOTE BELOW ALTERNATE LOCKING PIN SCALE 3/8' = 1" ® FEMALE LOCK SLAT SCALE: 3/8" = 1 ' WALL HEADER WALL HEADER (INVERTED USE) SCALE: 3/8' 1 a 1. 000 0.477' SCALE: 3/8' = 1' COMPONENTS F- -2.750 0.359 125" N�� 1 *.281 PLAN NO LOCKER SCALE: 3/8' = 1" 3.124' 1.131 2 1.250 1 .062' rya .6 9 1.124' lO MALE LOCK SLAT SCALE: 3/8" = 1 ' © CEILING HEADER SCALE: 3/8" = 1" 1.LXX)'.1 2.006 `J 2.750 --- FRONT ELEVATION /11tiN JTLIJf TE371NG & ENGINEERING COMPANY 6395 Itc .166. S7. St. sn, WOW FLORIDA u188 Mom : (JOS)87I -1570. Fm : 005 1511 WALTER A. TTLUT Jr.. P. E. FLORIDA Lk. / 44167 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER ALUROLL SHUTTER SYSTEMS, INC. (ASS, / 137) 4747 SW 75 AVE MIAMI, FL. 33155 6r24CRU aN arr 0csarvlION arz 4 AS SHOWN SCALE 5/21/99 DATE 99 - 174 DRAWING No SHEET 1 OF 10 '-0.477 - 0.359' 1.000" STAI`'TER STRIP 4n SCALE 5/6" = 1' © FEMALE RESIDENT /AL BLADE SCALE 3/8" = 1" FEMALE LOCK SLAT SCALE: 3/8" = 1 ' © SILL SCALE 3/8' = 1" © RESIDENTIAL BLADE SCALE. 3/8" = 1" 5.000' Max. 3.709 .052" 0.266' 0.168 4 .15' L L ir I I Q LOCK CLIP 4' LONG SCALE: 3/8' = 7" © ALUMINUM ANGLE SCALE: 3/8" = 1 ' .359" 477" GENERAL MOTEL 1. ACCORDION SHUTTER HAS BEEN DESIGNED IN ACCORDANCE WITH ME DADE COUNTY, 1994 EDITION OF THE SOUTH FLORIDA BUILDING CODE DESIGN WIND LOADS SHALL BE DEIERAlINED AS PER SECTION 6 OF ASCE 7 -88, WTM 110 m.p.h. BASIC WIND SPEED. ACCORDION SHUTTERS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE NTH SECTIONS 2315 & 2314 RESPECTIVELY OF ME ABOVE !MENTIONED CODE. AS PER Alt REPORT / 0902.01 -98. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL 8E / 10 x J 410 -HT MINIMUM SERIES W/ 135.0 Its! YIELD POINT & 180 ks! TENSILE STRENGTH. SCREWS SHALL BE COATED VOTH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA 19381. J. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY. 4, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 ksi MINIMUM MINIMUM YIELD POINT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO DOSING POURED CONCRETE. - 1/4' • TAPCON ANCHORS, AS MANUFACTURED BY L T. W. RAMSET OR ELCO INDUSTRIES, INC. - 1/4" • RAWL LUNG NAIUN ANCHORS, AS MANUFACTURED BY THE RAWL PLUG COMPANY, INC. - 1/4" • x 7/13' RAIN. CALK -IN AS MANUFACTURED BY THE RAWL PLUG COMPANY. NOTES: A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4" MINIMUM EMBEDMENT OF RAWL ZA0A4C NAIUN IS 1 3/8'. A2) 1/4' 0 x 7/8" RAWL CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SWILL BE PERMITTED. 1/4 0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AJ) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES A. 1 & A2 ABOVE TO DUSTING CONCRETE BLOCK WALL: 1/4' • TAPCON ANCHORS AS MANUFACTURED BY L.T.W. RAAISET OR ELCO INDUSTRIES INC. B. a (8) - 1/4' • RAW, LWAC NAIUN ANCHORS AS MANUFACTURED ME RAWL PLUG COMPANY, INC. - 1/4" • x 7/8' RAW, CALK -IN AS MANUFACTURED BY THE RAWL PLUG COMPANY, INC. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND RAWL ZAMAC NAIUN ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4' 82) 1/4' • x 7/8' RAWL CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDOED 1N7D THE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMIIIEU. 1/4' 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING wAtt.. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE 1 1/4 MINIMUM FOR ANCHORS MENTIONED IN 8.1.), & 7/8' FOR ANCHORS MENTIONED IN B.2_). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMEN7ATIONS AND SPECIFICATIONS OF 7716 ANCHORS MANUFACTURER. BLADE OC , AND ME KNUCKLES FOR CENTERLM7ES IQ, 0. © & ®, d 774E STARTERS ®& ARE UNDER ME PATENT OF EASTERN METALS IT SHALL BE THE RESPONS78IUTY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED 70 INSURE PROPER ANCHORAGE 10. EACH UNIT MUST BEAR A PERMANENT LABEL IN A 115q BEE PLACE WITH A WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT ALL LOCKING PINS AS WELL AS BOTH LOCKERS MUST BE PROPERLY INSTALLED & BOLTED DURING PERIODS OF HURRICANE WARNING. 11. SHUTTERS MANUFACTURER STAMP SHALL BE PLACED ON TH£ EXPOSED. SURFACE OF 774E FEMALE (OCI( SLAT (COMPONENT) IQOR(L)) ONE LABEL SHALL BE PIACCED FFDOR EVERY OPENING, LABEL SHALL READ AS FOLLOWS: ALUROLL SHUI!EH SYSTEMS, INC. MIAMI, FL. MLAMI -NOE COUNTY PRODUCT CONTROL APPROVED. APPROVED AS COMPLYING W'TH THE SOUTH FLO!IDA BUILDING CODE DAT BY PRODUCT CON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 31 a OL DIV °S =0N MIAMI -DADS COUNTY 'POURED CONCRETE REQUIRED /10x3 "S S. S. M. S. W/ 7/16 0 x 7/8" NYLON BUSHING /14 x 3/4' S. S. S. M. S. 0 9' 0. C. R4WL CALK –IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED �- – SEE SCHEDULE FOR Min. SEPARATION ''S TO I GLASS OF EXISTING WINDOW OR S. G. D. —J SEE NOTE • CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) 11 u T1 — SECTION A SCALE : 3/8" = 1 " ( J' /10x3'S. S S M. S. W/ 7/16" 0 x 5/8' LONG NYLON BUSHING (Typ. TOP INTERIOR) Tr 1.500" n II II II II II II / CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) WALL MOUNTING INSTALLATION p o2 o. o N /10 x 3' S. S. S. M. S. W/ 7/16" 0 x 7/8' NYLON BUSHING Typ. TOP & BOTTOM (EXTERIOR) & BOTTOM (INTERIOR) POURED CONCRETE REQUIRED I I I L I--- RAWL CALK –IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) • REMOVABLE FLOOR MOUNTING INSTALLATION — SECTION BI SCALE : 3/8' = 1 ° * ALTERNATIVELY TO 1' x 2 NGLE W/ ANCHOR, DRILL HOLE AT © TO INSTALL RAWL CALK –IN AT (). COVER HOLE WITH NYLON CAPS. POURED CONCRETE REQUIRED EDGE OF SLAB IF APPUCABLE 4i POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED /10 x 3" S S. S. M. S. W/ 7/16" 0 x 7/8" NYLON BUSHING (Typ. BOTTOM) /10 x 3/4' S. S. S. M. S. 0 12" O. C. TYP EA. SIDE. 1 ' x 2 x .125" Cont. ALUMINUM ANGLE (6063 –T6 ALLOY) SEE SCHEDULE FOR Min. SEPARATION'S ID I GLASS OF EXISTING 1 WINDOW OR S.G.D. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) 11 11 11 11 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) 7 Z !� 9 1' B. 0. u /10x3'S S. S. M. S. W/ 7/16" 0 x 5/8' LONG NYLON BUSHING (Typ. TOP INTERIOR) WALL MOUNTING INSTALLATION — SECTION Al SCALE : 3/8" = 1 110 x 3 "S. S. S. M. S. W/ 7/16" 0 x 7/8 POURED CONCRETE NYLON BUSHING REQUIRED Typ. TOP & BOTTOM (EXTERIOR) BOTTOM (INTERIOR) E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 8 OF 10) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR /CE7UNC MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE REQUIRED —\ \\'\ r-- SEE SCHEDULE FOR ---- Min. SEPARATION'S' TO CLASS OF EXISTING WINDOW 01? S. G. D. /10 x 3/4' S. S S. M. S OR 3/16" 0 Alum. POP RIVETS 0 12" 0. C. j 11 firer \ ALTERNATE LOCATION FOR TOP UP FASTENER ` /1 iti NC.\ 1N1IT TESTING & ENGINEERING COMPANY 884! K 71 R .N R Stn. 217, WOW CdROET4 n ra dR 53188 Mors : (]07)871- 1'.L27 . Fm : 005)871 - 15.11 WALTER A 71LUT Jr., P. E. FLORIDA Uc. if 44167 AY. 2 _ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 \t: NOTE 7 ON SHEET 1) E. D. CIESCINMON t /10x3 ' S. S. S. M. S. W/ 7/16' 0 x 5/8' LONG NYLON BUSHING (Typ. TOP INTERIOR) p I }7.500 ® - CONCRETE ANCHORS w (SEE SCHEDULE ON I• E D. SHEET 8 & NOTE 7 ON SHEET 1) EDGE OF SLAB IF APPLICABLE CEILING & FLOOR MOUNT. INSTALLAT. — SECTION B SCALE : 3/8" = 1 /10x 3 "S. S. S. M. S. W/ 7/16" 0 x 7/8" NYLON BUSHING Typ. TOP & BOTTOM (EXTERIOR) • BOTTOM (INTERIOR) /10 x 3/4" 5. S. S. M. S. OR 3/16" 0 Alum. POP RIVETS O 12' 0. C. APPROVED AS COMPLYING 1N'TH THE SOUTH FLO IDA BUILDING CODE DAT -_ 19 BY PRODUCT '" .OL DIV :S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 3 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER ALUROLI SHUTTER SYSTEMS, INC. ( ASST / 137) 4747 SW 75 AVE MAAM1, FL. 33155 2 moNrTIuw MIAMI —DADS COUNTY atr AS SHOWN SCALE 5/21/99 DATE 99 — 174 DRAWING No SHEET 2 OF 10 POURED CONCRETE REQUIRED A POURED CONCRETE 01? CONCRETE BLOCK WALL REQUIRED SEE SCHEDULE FOR Mm. SEPARATION "'S" TO GLASS OF EXISTING WINDOW OR S. G. D. /10 x 3/4" S. S. S. M. S. OR 3/16' 0 Alum. POP RIVETS 0 12" O. C. ALTERNATE LOCATION VTR TOP UP FASTEN CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) u CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) 1/4' 0 -20 S.S. x 3/4" PAN HEAD PHILLIPS BOLTS W/ NUT 0 12" 0. C. 1' Min. /10x3 ' S. S. S. M. S. W/ 7/16' 0 x 5/8" LONG NYLON BUSHING (Typ. TOP, INTERIOR) ig p o n1 �T 110x3'S S. S. M. S. W/ 7/16" 0 x 7/8' NYLON BUSHING (Typ. TOP & BOTTOM, EXTERIOR) & BOTTOM, INTERIOR) /10 x 3/4" S. S. S M. 5 OR 3/16' 0 Alum. POP RIVETS O 12' O. C. 1/4' 0 -20 S.S. x 3/4' PAN HEAD PHILLIPS BOLTS W/ NUT O 12" 0. C. WALL MOUNTING INSTALLATION (BUILD —OUT) — SECTION C SCALE : 3/8" = 1 77 L ©cO °R TYPICAL ELEVATION N. T. S. E 0. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 8 OF 10) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. / ThiNC .\ TILL/T TESTING & ENGINEERING COMPANY 6588 M. W. S6ta R Shit. 217, WRI2N11 OMENS, FUNGI 3716E Row : (885)671 -IS.D . Fm : (305071 -1531 WALTER A. 71LLIT Jr.. P. E. FLORIDA Uc. / 44167 SEE NOTES ON LOCKS ON SHEETS 4 & 5 OF 10 OR ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER ALUROLL SHUTTER SYSTEMS, INC. (ASS, i f 137) 4747 SW 73 AVE MIAMI FL 33155 J • APPROVED AS COMPLYING W TH THE SOUTH FLO'IDA BUILDING CODE DAT _ .�+ • M. . PRODUCT CO � Ol DIV:S.ON B11IL D:NG CODE COMPLIANCE OFFICE .ACCEPTANCE NO9c - 011 .�J_3 MIAMI -OADE COUNTY AS SHOWN SCALE 5/21/99 DATE 99 - 174 DRAWING No SHEET 3 OF 10 0 0 ly • 90' 0 0 0 0 0 0 0 0 Nf imp • CONCRETE ANCHORS 0 9" 0. C. (SEE NOTE 7 ON SHEET 1) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2' x 2" x.125 "OR 3" x r x .090' ALUMINUM TUBE (6063 -T5 ALLOY) 3/16" 1 Alum. POP RIVETS OR 14 x 3/4" S. S. S. M.5 O r O. C. (Typ.) OR tl1 (BEYOND) CASE 1 2 "x 2'x.125 "01? 3' x 3' x .090" ALUMINUM TUBE (6063 -T5 ALLOY) GLASS) 3/8" • HOLE FOR LOCKING PIN 1' 1x.125" Cont. Alum. ANGLE (6063 -T6 ALLOY) 421 REAR * It ■ © OR (BEYOND) OR (BEYOND) (BEYOND) REAR * OR (BEYOND) (BEYOND) 1 ' x 1 " x 125" Cont. Alum. ANGLE (6063 -T6 ALLOY) 3/16' 0 Alum. POP RIVETS OR / 14 x 3/4" S. S S. M. S. 0 6' 0. C. (Typ.) CASE 2 SECTIONS E SCALE: 3/8" = 1" 1/4' 0 -20 x 1" LONG S S. M. S. 0 MIDHEICHT R OF ® O FRONT 01? • (Typ.) 2' x2 "x.125 "Of? 3" x 3" x .090' ALUMINUM TUBE (6063 -T5 ALLOY) CASE 3 (4) 3/16' I Alum. POP RIVETS OR / 14x3/ 4" S. S. S. M. S. (T © O R® (BEYOND) SECTION D SCALE: 3/8" = 1" REAR * 3/16" 0 Alum. POP RIVETS OR / 14 x 3/4 - S. S. S. M. S. 0 6 0. C. (Typ.) © OR (BEYOND) SECTIONS D, D' & E W/O ® ** SCALE: 3/8" = 1" EDGE OF SLAB 2 ANCHORS * *44:040 1. EACH ANGLE 2' x 2' x .125' OR 3' x 3' x 090" Alum. TUBE POST 2' x 2' x .125' x TUBES' SIZE Alum. ANGLE (2 REQUIRED) (6063 -T6 ALLOY) ISOMETRIC (CORNER POST) & BOTTOM SLABS) -J 3/8" 0 HOLE FOR LOCKING PIN. 1/4" 0 -20 x 1' LONG S. S M. S. POURED CONCRE7E OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 9' 0. C. (SEE NOTE 7 ON SHEET 1) CONCRE7E ANCHORS 0 9" 0. C. (SEE NOTE 7 ON SHEET 1) D©OR 1) OR (BEYOND) SECTION D' : ONE SIDED SHUTTER END CONNECTION DETAIL SCALE: 3/8" = 1" / IL ECOINC. TIIIIT 1FSTTNO ! ENQINEERINQ COMPANY 8547 MK NSA St. SOL 217. MOAN GROO44 FIOti0O1 MN* /#on : (303)871 -15X . Fax : (X0871 -1571 WALTER A. 77LUT Jr., P. E FLORIDA Uc. if 44167 MY. M. NOTES ON LOCKS APPUCABLE TD LOCK DETAILS SHOWN ON THIS SHEET. • C TES SHALL ALWAYS BE LOCKED BY USING LOCK CUP INST / THE /N5/DE OF SHUlILK W/ 1/4 0 -20 x 1 " S S SIDEWALK BOLT SHOWN ON SECTIONS ' & BOLT SHALL PENETRATE LOCK CUP, AS WELL AS 0 • RELY. LOCK CLIP 1/2' FLAN ES SHALL FTT ENTIRELY I • 0 & l LOCKING P1N GROO BEFORE SIDEWALK BOLT IS TIGHTENED. ** ALTERNATIVELY 70 USING�LOCK CUP, CENTERMATES lO&QSHALL ALWAYS BE LOCKED HYI ALONG A l 4' 0 -20 x 1 S. 5 SIDEWALK T RECTLY THRU BOTH ANTES. FOR 7H/S PURPOSE; I d CENTERMATES SHALL BE PRE - DRILLED AT THE BOLT LOCATION It AS TAPPED THRU IN ORDER 7O ACCEPT THE 1/4' 0 -20 SIDEWALK BOLT. THIS BOLT MAY BE INSTALLED FROM EITHER THE FRONT OR REAR OF SHUTTER. REAR * OR ® (BEYOND) POURED CONCRETE OR 1000" CONCRETE BLOCK WALL j i REQUIRED 372 1 wv. 1r 1 1/2 x 1 1/2" 01? 2'x 2 "0R 2 "x 3' OR x 4° OR x 5x.125' Alum. ANGLE / 14 x 3/4" S. S. S. M. S. 01? 3/16' I Alum. POP RIVETS O 9' 0. C. ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER ALUROLL SHUTTER SYS1FW$, INC. (ASSA if 1.37) 4747 SW 75 AVE MIAMI, FL. 33155 APPROVED AS COMPLYING 19'TH THE SOUTH FLIRIDA BU!LDING CODE D.4T Ir.! ..� _ _ 19 • • BY PRODUCT Ct ROL DIV ;S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N MIAMI —DADE COUNTY AS SHOWN SCALE 5/21/99 DATE 99 — 174 DRAWING No SHEET 4 OF 10 CONCRETE ANCHORS 09'0. C. (SEE NOTE 7 ON SHEET 1 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • x?'x.125 "OR • x 3" x .090" ALUMINUM TUBE (6063 -75 ALLOY) 3/16' 0 Alum. POP RIVETS OR / 14 x J /4" S S. S M. S. O 6 "0. C. (TyP) NYLON SCREW HEAD • (BEYOND) CASE 1 2" x 2' x .125" OR 3" x 3' x .090" ALUMINUM TUBE (6063 —T5 ALLOY) FRONT GLASS 3/8' 0 HOLE FOR LOCKING PIN 1' 1'x.125' Cont. Alum. ANGLE (6063 —T6 ALLOY) HO OR (BEYOND) (BEYOND um. RMVUTt Typ.) OR (BEYOND) H® OR (BEYOND) (BEYOND) 1 " x 1" x .125' Cont. Alum. ANGLE (6063 —T6 ALLOY) J/16' 0 Alum. POP RIVETS OR / 14 x 3/4" S. S. S. M. S. 0 6' O. C. (Typ.) CASE 2 SECTIONS E SCALE: 3/8" = 1" NYLON SCREW HEAD ri - _J 1 FRONT LJ R E 2 ANCHO RS EACH AN r J r r . n 1 L. OR tI (BEYOND) SECTION D SCALE: 3/8 = 1 ° REAR FRONT L, 2" x 2" x .125' OR 3" x 3" x .090" ALUMINUM TUBE (6063 —T5 ALLO)) CASE 3 Alum. R/VNUT t (Typ.) OR @ (BEYOND) 3/16" 0 Alum. POP RIVETS OR / 14 x 3/4" S S. S M. S. 0 6' 0. C. (Typ.) 2" x 2' x .125' OR 3" x 3" x .090" _ Alum. TUBE POST 4 3/16' 0 Alum. P RIVETS OR / 14 x 3/ 4 " S S Jt S M. S. CTyP•) * 4 a • - 4 EDGE OF 57,48 GLE 2" x 2' x .125' x TUBES' SIZE Alum. ANGLE (2 REQUIRED) (6063 —T6 ALLOY) ISOMETRIC (Typ. AT TO (CORNER POST) & BOTTP T sLA P es)) I-44/ 5/8' 0 HOLE FOR LOCKING PIN. _ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 7- CONCRETE ANCHORS 0 9" O.C. EE NOTE SHEET NOTE 7 ON SHEET 1) CONCRETE ANCHORS 0 9' 0. C. (SEE NOTE 7 ON SHEET 1) NYLON SCREW HEAD / IL ECOINC. 71UJT 7£371NO t ENO/NEERINO COMPANY 8595 N.K 28N St, SLa 217, WOW f1. O7 1.1788 Mans : (388$7I -IWO . Fax : (305)877 -15M WALTER A. 17LIJT Jr.. P. E. FLORIDA Lit. / 44167 dtOORO OR l�1 (BEYOND) ONE SIDED SHUTTER : END CONNECTION DETAIL SCALE: 3/8" = 1" NOTES ON LOCKS : APPLICABLE TO LOCK DETAILS SHOWN ON THIS SHEET. * LOCKER C[�) SFWLL ALWAYS BE USED FOR ANY SPAN AND INSTALLA S AT ANY ELEVATION. LOCKER MAY t US D AS AN INSIDE OR OUTSIDE LOCKER IF ATTAC ED TO & QJ) W/ 1/4" 0 -20 x 1' LONG S. S THREADED BOLT / 174 0 -20 x 5/8" INTERNALLY THREADED ALUMINUM RNNUT. SEE INSTALLATION DETAIL ON THIS SHEET. ** FOR INSTALLA ONS AT ANY ELEVATION OF BUILDING AND IN ADOITION 70 LOCKERS, A REGULAR T LOCK MAY BE USED FOR SECURI PURPOSES AT ANY DESIRED LOCATION OF CENIERMATE (INSIDE OR OUTSIDE). WHEN USED INSIDE MINIMUM SEPARATION TO GLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUIILN COMPONENTS SHOWN ON SECTION D (WHICHEVER IS MORE CRTICAL). t : SERIES 9444 ALUMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART / 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. r L. REAR i FRONT L� ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER ALUROLl SHUTTER SYSTEMS, INC. (ASSA / 1J7) 4747 SW 75 AVE. MIAMI, FL. 33155 aooe0 Alum. RIVNUTt (Typ.) OR (BEYOND) nur 1.000' N[Y Na 2 4 r POURED CONCRETE OR j / CONCRETE BLOCK WALL REQUIRED 1 1/2 x 1 1/2" OR 2' x 2" OR 2'x 3' OR x 4" VOR Alum. ANGLE / 14 x 3/4' S. S S. M. S OR 3/16" 0 Alum. POP RIVETS O 9 "0. C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT * 2 i9 BY PRODUCT CO '01 DIVAS :Oil BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO. q - 9 • ri3 _ MIAMI —DADE COUNTY an AS SHOWN SCALE 5/21/99 DATE 99 - 174 DRAWING No SHEET 5 OF 10 s MAXIMUM DESIGN LOAD W' (p.s.f.) MAXIMUM SHUI SPAN Z" (11.) MINIMUM SEPARATION "S" 70 GLASS (in.) • r 85.0 8' -6" 3 7/8' 3" 87.5 8' -3' 3 7/8" 3' 90.0 8' -0" 3 3/8' 3' 92.5 7' -9' 3 3/8" 3" 95.0 7' -7' 3 3/8' 3' 97.5 7' -5' 3 3/8' 3' 100.0 7-2' 3 3/8' 3' 102.5 7' -0' 3 3/8' 3' 105.0 6' - 10' 3 3/8' 3' 107.5 6' -8" 3 3/8' 3' 110.0 6' -7" 3 3/8" 3' 112.5 6' -5' 3 3/8' 3' 115.0 6' -3' 3 3/8' 3' 117.5 6' -2" 3 3/8' 3' 120.0 6' -0" 3 3/8' 3' 122.5 5 3 3/8" 3' 125.0 5' -9' 3 3 / 8 3' 127.5 5' -8' 3 3/8' 3' 130.0 5' -6' 3 J/8' 3• 132.5 5' -5' 3 3/8' 3' fJ5.0 5' -4" 3 3/8' 3' 137.5 5' -3' 3 3/8' 3' MAXIMUM DESIGN LOAD 'W' (p.s.f.) MAXIMUM SHUTTER SPAN 7.' (f) MINIMUM SEPARATION "S' TO GLASS On.) • w 40.0 12 3 7 / 8 ' 3' 42.5 11=11' 3 7/8' 3' 45.0 11'-g' 3 7/8' 3' 47.5 11 =7' 3 7/8 3' 50.0 11 3 7/6' 3' 52.5 11' -1' 3 7/8' 3' 55.0 10' -10' 3 7/8' 3' 57.5 10' -7" 3 7 / 8 ' 3' 60.0 10' -5' 3 7/8' 3' 625 10' -2' 3 7/8' 3' 65.0 10' - 0' 3 7/8' 3' 67.5 9' - 10" J 7/8' 3' 70.0 9' -7' 3 7/8 3' 72.5 9' -5' .3 7/8" 3" 75.0 S 3 7/8" 3' 77.5 9' -2' 3 7/8' 3" 80.0 9' -0' 3 7/8' 3' 82.5 8' -9' 3 7/8" 3" MAXIMUM DESIGN L04D 'W' (p.s.f.) MINIMUM SEPARATION 'S' MINIMUM SEPARATION 'S" TO GLASS (M.) MAXIMUM SHUT It SPAN 1.' (ft) • in 140.0 5' -2" 3 3/6" 3' 142.5 5 3 3/8' 3" 145.0 5' -0" 3 3/8" 3' 147.5 4' -11' 3 3/8" 3' 150.0 4' -10' 3 3/8' J' 152.5 4' -9' 3 3/8' 3' 155.0 4'-8' 3 3/8' 3" 157.5 4' -7' 3 3/8' 3' 160.0 4' -6' 3 3/8' 3' 162.5 4' -5' 3 3/8' 3" 165.0 4' -4' 3 3/8' 3" 167.5 4' -4' 3 3/8' 3" 170.0 4' -J' 3 3/8' 3' 172.5 4' -2' 3 3/8' 3' 175.0 4.-1' 3 3/8' 3" 177.5 4' -1' 3 3/8" 3' 180.0 4' -0" 3 3/8' 3' SHUIiLN SPAN 2' (ft) MINIMUM SEPARATION 'S' LEES OR EQUAL 7714N 8' -0" 3 3/8' >8' -0' TO 12' -0' 3 7/8' NOTE MAXIMUM DESIGN PRESSURE RATING 'W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN 'L' SCHEDULE. (VALID FOR SECTIONS A, A 1 & C ON SHEETS 2 & 3 OF 10). DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. • FOR SHUTTERS INSTALLED WIIH/NG THE FIRST 30' -0' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO CLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR SHUfttji INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER 5� - z-c//- , e- / IL ECO I N C . 111.!!T TESTING & ENNINEERNO Co4PANY 6597 KR 36th. St. St. 217. •IX.'/iM CAROM% fl .3168 P1,d.: (305)871 -1530. Fm : (X)871 - 1331 WALTER A T7LUT Jr., P. E FLORIDA Uc. / 44167 TABLE 1: MINIMUM SEPARATION '5' BETWEEN GLASS AM) SHUTTER FOR A GNEN SHUTTER SPAN 1" FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER SEPARATION "S' TO BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF 10. ASSA / RESIDENTIAL BERTHA ACCORDION SHUT ILK ALUROLL SHUTTER SYSTEIMS INC. (ASSA / 137) 4747 SW 75 AVE MIAMI, FL 33155 O 0111 REY. AU s • APPROVED AS COMPLYING W`TH THE SOUTH FLO';DA BU;LD;NG CODE DAT • : 19 . BY li� 1.✓ r P PRODUCT IRO! DIY S ON BUiLD1NG CODE COMPLiAN'CE OFFICE ACCEPTANCE NO.9 / - O"� 1 Q 3 ali•OlsPnO MIAMI -DADE COUNTY WIT AS SHOWN SCALE 5/21/99 DATE 99 - 174 DRAWING No SHEET 6 OF 70 AL4X/MUM DESIGN LOAD iI (p.s.f.) MAXIMUM SHUTTER SPAN 1' (ft.) MINIMUM SEPARATION 'S" 70 GLASS (in.) MAXIMUM 51111, I tH SPAN 1" (ft.) • q 85.0 8' -11 ' 3 7/8' J" 87.5 8' -9' 3 7/8" 3' 90.0 8' -5' 3 7/8' 3' 92.5 8' -3' 3 718' 3" 95.0 8 3 7/8" 3' 97.5 7' -10" J 3/8 3" 100.0 7' -8" J 3/8' 3' 102.5 7 3 3/8' 3' 105.0 7' -3' .3 3/8' 3' 107.5 7 J J /8' 3' 110.0 6 3 3/8' 3' 112.5 6' -10" 3 3/8 3' 115.0 6' -8" 3 3/8' 3' 117.5 6' -6" 3 3/8' 3' 120.0 6' -5" J 3/8' 3' 1225 6' -3' 3 3/8' 3' 125.0 6 J 3/8' 3' 127.5 6' -0' 3 3/8" 3' 130.0 5 3 3/8' J' 1325 5' -9' J 3/8' 3' 135.0 5'-8' 3 3/8" 3' 137.5 5' -7' 3 3/8' J" MAXIMUM DESIGN LOAD 1r ( MAXIMUM SHUTTER SPAN 1' (ft.) MINIMUM SEPARATION S' TO CLASS (in.) • o 40.0 12' -0" J 7/8' 3" 42.5 11 ' -11 ' 3 7/8' J' 45.0 11' -9' 3 7/8' 3' 47.5 11 3 7/8' 3' 50.0 11 ' -5' 3 7/8' 3' 525 11' -3" 3 7/8' 3' 55.0 11 -1 3 7/8" 3' 57.5 10' -10' 3 7/8' 3' 60.0 10' -7" 3 7/8' 3' 62.5 10'-4' 3 7/8' J" 65.0 70' -2" 3 7/8' 3' 67.5 70' -0' 3 7/8" J' 70.0 9' -10' 3 7/8' 3" 72.5 9'-8" 3 7/8' J' 75.0 9' -6' 3 7/8' 3' 77.5 9' -4" 3 7/8' 3' 80.0 9' -2' 3 7/8' 3' 82.5 9' -O' 3 7/8' 3' MAXIMUM DESIGN LOAD 1.1' (p.s.f.) MINIMUM SEPARATION S' MINIMUM SEPARATION S' TO GLASS (in.) A4IXIMUM SHIP SPAN 1" (ft) • q 140.0 5' -6' 3 3/8' 3' 142.5 5' -4" 3 3/8' 3' 145.0 5' -3" 3 3/8" 3" 147.5 5' -2" 33/8" J' 150.0 5' -1 ' 3 3/8' 3' 152.5 5' -0' 3 3/8' 3' 155.0 4 3 3/8 3» 157.5 4' -10' 3 3/8' 3' 160.0 4' -9" 3 3/8' 3" 162.5 4' -8' 3 3/8' 3' 165.0 4' -8' 3 3/8 3' 167.5 4' -7' 3 3/8' 5' 170.0 4' -6' 3 3/8" 3" 172.5 4' -5' 3 4/8' 3' 175.0 4' -4' 3 4/8' 3 177.5 4' -4' 3 3/8' 3' 180.0 4' -3' 3 3/8' 3' v. SHUTTER SPAN 1' (ft) MINIMUM SEPARATION S' LEES OR EQUAL THAN 8' -0' .3 3/8" >8' -0" TO 12' -0' 3 7/8' MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTION B & B1 ON SHEET 2 OF 10). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. • FOR SHUIItHS INSTALLED II7THING THE FIRST 30' -0' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION 70 GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR SHUIItHS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER /1 ir1i NC .\ 77L./T TESTING & ENGINEERING COMPANY Mt KW MS. St. St& 217, WOW CAROM; flOR1W SIAM Thom : (145)871 -liW . Par : (001)671 -r531 WALTER A. 77LLJT Jr., P. E. FLORIDA Lk. # 44167 t TABLE 1: MINIMUM SEPARATION S" BETWEEN GLASS AND SHUIILH FOR A GNEN SHUTTER SPAN 1' FOR SHUIItHS INSTALLED WITHIN THE FIRST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30' -0" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUIILH SEPARATION S" TO BE MEASURED AS INDICATED ON SECTION Q SHEET 4 OF 10. ASSA / RESIDENTIAL BERTHA ACCORDION SHUIILH ALUROLL SHUTTER SYSTEMS INC. (ASST / 137) 4747 SW 75 AVE ML4MI, FL. 33155 APPROVED AS COMPLYING WITH THE SOUTH FLOR'rDA BUILDING CODE ").3 DAT BY PRODUCT CO. ROl DIV:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.C1 ct - O3 l MIAMI -DADE COUNTY AS SHOWN SCALE 5/21/99 DATE 99 - 174 DRAWING No SHEET 7 OF 10 MAXIMUM DESIGN LOAD w. (P s �) 2Cnots A AI, C SECUONS 4 Al, C - 2C1t76 Q & 81 WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY & CONCRETE) CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE') NOTE 1 NOTE 2 NOT 3 NOTE 1 NOTE 2 NOTE J N07E I NOTE 2 NOTE 3 FROM 40.0 717 62.5 12' 11' 9' 12' 8' 6 7/2' 12' 7' 5 1/2' 12' 12' 12' 9 1/2' s 7/2" 4 1/2' 12' 11' 9' FROM 62.6 TO 75.0 12' 9' , 6" 11 1/2' 6 1/2' 6' 10' 6' 5' 12' 12' 11 1/2" 8' 4 1 /2' 4' If 9' 8' FROM 75.1 TO 92.5 12' 7' 7' 9' 5 7/2' 5 1/2' 8' s' - 12' 10' 10' - 6 7/2' 4' 4' 12' 7 7/2' 7 1/2' FROM 92.6 TO 120.0 9 1/2' r - r 5 7 /2' - 6' s' - 12' 10' - s' 4' - 9 7/2' 7 1/2' - FROM 120.1 TO 180.0 r r - 5 1/2' 5 1/2• - 5' 5' - 70" 10' - 4' 4' - 7 7/2' 7 1/2' - ACTUAL E. D.= EDGE DISTANCE FACTOR TAPCON / ZAMAC NAIUN RAWL CALK -IN 3' .86 .75 2 1/2" .71 .50 2' .50 - ZAMAC NAILIN TAPCON OR RAWL CALK -IN ANCHOR SPACING LEGEND MAXIMUM DESIGN PRESSURE RATING 'W' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + ANCHOR SPAaNG LEGE7VD (1) Max. ANCHOR SPCG. VALID FOR SPANS OF 5' -0 OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GRE4TER THAN 5 -0' TO 8' -6'. (3) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 8' -6' TO Max. ALLOWED. NOTES ON ANCHOR SPACING SCHEDULE + SEE SHEETS 9 & 10 OF 10 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E. D. FOR RAWL CALK -IN IS 2 1/2'7 / IL ECO INC. \ 11LL/T TESTING It ENGINEERING COMPANY 67A7 MIT. 761A SG. SK 217, MGM M G111o04 FLORIDA 33166 Rant : 0II5)677 -1770 . Fm : (727)871 - 1771 WALTER A. T1LUT Jr.. P. E. FLORIDA Lit # 44167 ASSA / RESIDENTIAL BERTHA ACCORDION SHUT ItK ALUROLL SHUTTER SYSTEMS INC. (ASS, / 137) 4747 SW 75 AVE MIAMI, FL 33155 Mt Ma 1 APPROVED AS COMPLYING W!TH THE SOUTH FORMA. 6U!LDING CODE DATEr� .- 19 3Y ! �.r�.✓./ , LL PRODUCT c' OL DIV;S-ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO g4 \" \ •1)3 MIAMI —DADE COUNTY AS SHOWN SCALE 5/21/99 DATE 99 — 174 DRAWING No SHEET 8 OF 10 ALTERNATIVE 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES : 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS OR EQUAL THAN 75 p.s.f. AND 9' -0" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION :: WOOD MEMBERS TO BE SOUTHERN PINE No. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL ALTERNATIVE 2 WALL MOUNTING INSTALLATION - SECTIONS A SCALD I /4' — f • cy I /1 ti NC .\ TILLIT TESTING & ENGINEERING COMPANY 0396 K Jots SL, Sh 217 MiOMN OIIOEIf5 A.00W i3168 l%a a : 00:087t -1510. Fm : (3l$$71 -1511 WALTER A RWT Jr.. P. E FLORIDA Lie 44167 NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CLASS OF cosmic WINDOW OR s c a f /4x 3/4" s. S SY.SOQ aG ALTERNATIVE 3 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER ALUROLL SHUTTER SYSTEMS, INC. (ASSA j 137) 4747 SW 73 AVE MIAMI. FL. 33155 v - t onoernov g ; J NYLON 7/16" x 7/8" LONG BUSHING. (T)D. 13077014 x 4' x 1/8 (16r7.) 6063 -75 Alm. TUBE (Coot.) W/ (2) 1/4" I x 4" GIG SCREWS 0 EACH STUD (160.T07H OF STUN AM W/ Y Woo. PENETRATION ROD EXISTING STU0 KY. w J APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT Cth 'OL DIViS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ( - n A' 03 ,Q411.1rArst . M /AMI —DADE COUNTY 6117 AS SHOWN SCALE 5/ ?1/99 DATE 99 — 174 DRAWING No SHEET 9 OF 10 I, t , /(, a `-% A7 r it r) / 3 , hereby apply for a certificate to re- occupy the single family residence known as : (address) 7 Y6 VC I t S7 Miami Shores, Florida. Legal Description: Lot: Block PB & PG: I hereby certify that I understand that the zoning. of the property is for single- family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single-family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Applicant to.' / l ,' a m ) r# .,d / c) Print Name APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY Date // -9 - zoo v * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** s ** x ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: V. e 6-0776)r 30 S- 7 S9. // 37 p m Contact Name: ff a ,,,,, fl is �)/ J o� < <` Telephone: 305 --673 -700 a 1/ Buyer 1/ Seller Realtor Company Name Application Fee ($50) paid: Cash Check No. I/ 2 Inspected by: Tom Conway pe ABApproved X Denied Date1 1/22/00 Comments: PAGE I OF 2 CER 111i OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersized certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that property may be re- occupied by the above applicant for single- family residential pure ses. THIS CER 11kICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE- FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMIISES IN ORDER TO DETERIvarE THE CONDITION, THEREOF. PAGE2 OF2 MIAMI SHORES VILLAGE, FLORIDA By: Date of Certificati . n: 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. Mr. ° treat Weigel - 71.16 N.E. 94 St. M Shores Owner's Name and Address._._ ___ __ Registered Architect and /or E en E Co xterminating . Inc. I 1960 NW 2 � Ave .Miami r Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 746 N.E. 94 St. M. Shores State work to be done and purpose of building (by floors f )tit 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 $ Amount of Permit $ 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 subcontractors ,c�n 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 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.___! ` - 3 Date_ t 3 ' 7 _ Read, Sworn to and Subscribed before me. Disapproved __. _ _...___ Date (Signed) 4 1 - Council Approved BUILDING INSPECTION DEPARTMENT Buildi spector MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT PLANNING BOARD__ _. _ DATE Chairman _- _ . Member Member .__ Member Member Member 8/12/69 Date.___ , 19 Nylon Tent Fumigation- Vikane 18 -214 hours. $36, Notary Public, State of Florida My Commission Expires. 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 51.00 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 Architect Contractor or Builder Legal Description Address of Building 4 7 o Lot CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT Bl N9 5197 Value of Project $ DATE 19 Contractor's License No. Work to be performed under this Permit Subdi- vision BY AUTHORITY Amount 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 applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. maw' Disapproved c� Date (Signed) �. ,/ Building I i- • ector C¢...'4-0 • MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING ERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date , 19 Owner's Name and Address__ __1_•_eZ1.61 No. '7* ( Z. Street_.4 "S Registered Architect and /or Engineer Name and address of licensed contractor /2 C c`-/ • Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 75/6 State work to be done and purpose of building (by floors) t= __L.r `'_o- E_f __ -1 __f -- New Building Remodeling Addition To be constructed of Kind of foundation "— � Roof Covering Estimated Total cost of improvements $ �Q " Amount of Permit $ 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, 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 f speptlirn n the s'. • the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub on actors, on , • ; 't9 be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) \ i` • 1 t. t - Repairs No. of Stories and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared --- - - - - -- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No -5/ __91 Date 0 — $t Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER 1940 iA_ if 1941 1'� _ • )_ i��� e fl.�V' J, 1942 °� // ,,((�� /C 7l J% / }��j 3 f.)- /�,v LC 97 �® ��0 k. # ' 11. t�_ 1943 /0. d / -/�- v.3 ,- , :,' ` 1944 !6' 0 d 12 �i • -2/1_1 / �3 6 eL -1 . ���i Jo)" ¢s 1945 ..� "e -h., C ! G c t 1946 d :�� 947 1948 `r .+ eo � /a. i i 9r../ Fl v O / ii . as-eo - 'V - s-4 d, P.- '30 -' '�o , . - '�7 � - 4 * 8 7 TY C 4� / / // (f -- ter`_.. 01. / ` / / �Z✓ �U `, _ _. - ...... . — �' C aO . �- j%' J ' a' / r // , 1949 i! / . ao /.2'3/.* // . • 7/4.44 AL 1950 /�'3i_ ra Ng. av /_ tf so /4/.21/ LOCATION 1746 N.E. 94th Street �,' y ,(, :. ARBAGE TAX RECORD .by year annual tax period used amount paid date paid " recOiptf F. A. Weizel Yt1 , IP% — 746 N. E. 94th St. N° 235 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla., r Owner, Agent or Tenant of Building 'r Lot � Block Subdivisio Street Address Approved use by occupancy _ Remarks. This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will bide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the zrection, construction, alteration or remodeling of buildings or structures... / BUILDING DIVISION N° 235 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Ma* -Shor - V F Owner _ • nt . r T - ant of Building Lo / ' _ �' / Block )7, - i n- Street Address i ° /' Approved use by occupancy [ /J- Remarks: This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of- iami Shores Village pertaining to the erection, construction, alteration or remodeling buildin's or tructures. 7 77/ G �� U BUILDING DIVISION FRONT DEPTH HEIGHT STORIES TYPE OF CONSTRUCTION • BUILDING TO RE USED FOR ROOF COST OF BUILDING .......■...........■:. PERMIT FEE , a 'fr '''',....gt., Frame."I'lle Concrete, Stucco Residence, — ,„ , -4419sreef t,... 0- , 1 - -, .,?. 4 • •-------,*, -L. BUILDING PERMIT • No. Owner of Building. Architect STREET Contractor or Builder Miami Shores Village, orida, PROPOSED LOCATION PART OF LOT LOT BLOCK IL/ DESCRIPTION OF BUILDING MIAMI SHORES VILLAGE OFFICE OF BUILDING INSPECTOR r 193.... I NO . crnl POST -" AC\ SUBDIVISION • -a- ^ 83 !/- This permit is hereby issued to , .0 ..,.-- - a-4-7 *--L- • ., ...a. a .. _ ..-....._•_ - ..L' ... a' -t To ■- the building above described, as per apnlication, Plan's and Specifications heretofore filed in this office. This permit is granted upon the ex- press condition that all facts stated in the application are true and that the construction complies strictly with the plans and„spesifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinancnd- zonIng laws of Miami Shores Village, and rules and regulations of the building department of Miami Shores Village. This permit max be revoked at any time upon the violation of any provisions of said laws, ordinances or rules and regulations-jir upon any change in the ia.n and specifications iii authorized by the building inspector. . , ; -.'. / -.• k / '7"'''', , , ---r.-.17 .,-...--- - • BUILDING iNdPEOTOR - •-• . - In consideration of the issuance to me of this, building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami Shores Village: Dated . • 19. / / (SEAL) PROS DEPTH II EIGHT STORIES TYPE OF CONSTRUCTION BUILDING: TO RE USED FOR ROOF ('os'r or BuILBrNO I'ureurr PEE Frame. Tile Concrete, Stucco Residence, AI@ ^. -. Stun- . : •Hotel BUILDING PERMIT No. Owner of Building Architect Contractor or Builder PROPOSED LOCATION STREET Dated . , 19 PART OF LOT Miami Shores Village, Florida, Lor BLOCK DESCRIPTION OF BUILDING MIAMI SHORES VILLAGE OFFICE OF BUILDING INSPECTOR SUBDIVISION t!, 193.... N9 - 8 This permit is hereby issued to __ ___ _ ___ _____ _ To the building above described, as per application, Plans and Specifications heretofore filed in this office. This permit is granted upon the ex- press condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws f Miami Shores Village, and rules and regulations of the building department of Miami Shores Village. This permit may be revoked at any trine upon the violation of any provisions of said laws, ordinances or rules and regulations, or upon any change in the plans and specifications unauthorized by the building inspector. BUILDING INSPECTOR In consideration of the issuance to me of this building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami Shores Village. (SEAL) BUILDING INSPECTION DEPARTMENT APPLOCATO N 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 Street and Number where work is to be done STATE OF FLORIDA, I COUNTY OF DADE. ss. MIAMI SHORES VILLAGE Registered Architect and /or Engineer..._._ Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Date j ' .. 5 , 19 PLANNING BOARD No Street • 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 foun do 4 a p Estimated Total cost of improvements $ > o Amount of Permit $ 7 Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Roof Covering 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 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) A 7 / I C /Ok CO 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 reed the /oregoing application, and that he did sign the same, and that all facts therein by him stated true. Permit No ....... a® Date j� Read, Sworn to and Subscribed before me. Disapproved ' ate.____ ( Signed) �'__ Building IV, tor Notary Public, State of Florida My Commission Expires 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. STATE OF FLORIDA, COUNTY OF DADE. Disapproved Date (Signed) 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 regula- tions 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________ 2/9_/ 19__ Owner's 'Name and Address AL'_ � --- . No._J — Street // T• Registered Architect and /or Engineer Name and ' address of licensed contractor Location aiQd legal description of lot to be built on: Lot — Block_ Subdivision Street and Number where work is to be done State wo k to be done and, purpose of building (by floors) a' >;r /> Gam' c %U'i7 /7 ___and for no other gurpose. New Building_________ _________ Remodeling_________ Addition____ /a _ g_" Repairs No. of Stories___ _ _ To be constructed of_ 4 _ Kind of foundatio Roof Covert g_ _ __ = _____:_______ Estimated Total cost of improvements $''' _Amount of Permit $ 0 0 Zone cubage required Plan Cubage Distance to next nearest building_____ __, ___ _ __ ___ ____ _ _Size of Building Lot _ Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to 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 subcon ctors, on work* o be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) %� K /'��( Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Building Inspector My Commission Expires_ Notary Public, State of Florida PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved —_ Date Disapproved to me well known, 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. for MIAMI SHORES VILLAGE PERMIT Office of Electrical Inspector No... { CERTIFICATE OF INSPECTION THIS CERTIFIES THAT the wiring and apparatus installed at by Address owner, and occupied as has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater watts Power: Connected load H P. Space Heaters watts Other Apparatus ELECTRICAL INSPECTOR. BUILDING ELECTRICAL PLUMBINB • OR .K : DONE BY: • • WILL BE READY 'REQUESTED The following is ready for inspection: - Inspector's Report:- 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 regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein spe ffied or not. A copy of approved plans and specifications must be kept at building during progress of the work. . _ /, ` 1 Owner's Name and Address' ( No ' " el • Registered Architect and /or Engineer_ _ � ` v,1 �� ` � (". r .. N'' r� _ Name and address of licensed conttactor Location and legal description of lot to be built on: Lo vision ' f M 1p Street and Number where work is to be done State work to be done and purpose of building (by -moors) New Building__________ 7:-/V. __- Remodeling Aydition__ Repairs No. of Sto ies____i To be constructed of__ I__ __ Kind of foundation e ' . '1 = ___C_� Roof Covering t` �� _ - Estimated Total cost of improvements $ 4 6- ' , - Amount of Permit $__ /_ Q _________ Zone cubage required � ----uV Plan Cubage Distance to next nearest building Size of Building 4.___/_42-_. 76- a /' ,/ ‘- r 5 Maximum live load to be borne by each 1oor • I hereby submit all theolans and specifications for said building. All notices with reference to the building and its construction may be sent to o!' ./l ( + G Q ; ? 1 "\ -�°- 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 d6iJ to be pe . brined under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Pub o ` �r''" ' "� STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authotity, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 £ t q / j Date / e 9 - Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires_ and for no other purpose. PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved_____ Date Disapproved to me well known, __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. t if I '1 A( • . JOB: BUILDING ELECTRICAL PLUMBING • • : • : • • • • • • WORK • • DONE BY: • • :REQUESTED The following is ready for Inspection: Inspector's Report : • WILL BE READY A o r■'• • .� BUILDING ELECTRICAL PLUMBINB r The following is ready for inspection: - Inspector's Report : - aTORK DONE BY: R.E) UESTED gaa, • WILL LE READY a.7 -� Permit No Chairman Member Membe 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 regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein spe 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 "� c�• Name and address of licensed contractor and Number where work is to be done Estimated Total cost of improvements $ Zone cubage requi red -" Distance to next nearest building STATE OF FLORIDA, COUNTY OF DADE. ss' Disapproved (Signed) APPLICATION FOR BUILDING PERMIT Date_ Building Inspector Council Approved L NOTE: A charge of $1.00 will be made the Planning Board. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date PLANNING BOARD Location and legal description of lot to be built on: Block Subdivision /'' � � 6 ��� dd. G °ti1', State work to be done and purpose of building (by ' Before me, the undersigned authority, a notary public, duly authorized appeared New Building___________S __, Remodeling_______ _____ Repairs � To be constructed of f _ . _____ Kind of foundation j� % Roof L ' _Amount of Permit $_ Plan Cubage Size of Building Lot My Commission Expires Date 1 , N` ____z_ No. a ! — Street r) r)` � _ /' �I iI 1 DATE _ _and for no other purpose. No. of Covering_____ - Maximum live load to be borne by each floor I hereby submit all the tpJans 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 764 to be perfoinked under this permit, as are licensed by Miami Shores Village. Remarks (Signed) 41r to administer oaths and take acknowledgments, personally 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 be did sign the same, and that all facts therein by him stateare true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida Mem. r Member Member Disapproved to me well known, Date for making corrections or changes to this application after approval has been obtained from 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. N° 235 Owner Lo CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION r T- ant of Building Block Street Address Approved use by occupancy Remarks A i rage, fra , ,; F' This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordina iami Shores Village pertaining to the erection, construction, alteration or remodeling�f buildin s orAtrucp es. BUILDING DIVISION rr F MIAMI SHORES VILLAGE Office of Electrical Inspector CERTIFICATE OF INSPECTION ELECTRICAL INSPECTOR. PERMIT No. s, THIS CERTIFIES THAT the wiring and apparatus installed at by Address for owner, and occupied as has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater watts Power: Connected load H. P. Space Heaters watts .� Other Apparatus .. General Plat R es trIcti.on. Chkd. By To.. Planning.. Baard. - R'ez'Sultdit PlanTlc"$136p6, checked --To -Council . -B No •‘ -• • New Construction .1 1 urabi ng Sept 6 Seer • Misc'1.5 • — - • - • • ,• er .5 ‘_,34' Address' o -- Xonfrta .----kia-:e=t-q•r" Add Zone Req.Cu.Ft. / a a o -cub;cdh7;74 li.pprov ud. , .. .,,Rprovo . ..e :.-.::.,.,. .. . . . . . .. . .. . . . ........-Approved • -Dae /d Fee • - ...•• • ^ • • • • - • - - • ^ _ • - Alterotie'ns Date g4PiPte4. • IL 7 :• re et / hone Rejected C9 cost ‘466 - Rp.airs . TYCP ...K, to Power Co. o rt. Of Occup.Issued Elec£rica � 110: "rirt'f r o Heater..,_ • 1.1i se i1 ew-- E r t t i 'lursbing Insp. ._Roughing Fixtures Septic 'dank 4 Solar Heriter:‘ i ..... Final Certificato 1;1- Detrical Insp. - Rouf3hing 'Fixtures Fina • ESiti . , • . .L _ n Repairs 11 1t_. -. ilteration 3u4 -141 -nsp-4 .. Da o _ logy r4 -Insp. By . Re -Insp. By Foundation 1 74 �iY/J ri Final fi Final Clean-Up 1 By . Re -Insp. By -Insp. By Re-Insp. By • 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._.. Registered Architect and /or Engineer Name and address of licensed contractor_ _ .,- - vi -C STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved (Signed) MIAMI SHORES VILLAGE Date mg In pector Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and p u pospof building (by floors Permit No t2 ) „ ___ Date__ Read, Sworn to and Subscribed before me. and ft5 r 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 $ Amount of Permit $_.... ( -_ P 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 he 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 be performed under this permit, as are licensed by Miami Shores Village. q Remarks (Signed)_. _.. ' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ....__ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re - inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. peared Disapp-o' ed C1 / - "Dame ( Signed) Lz% (_ � - Buildiug Iiisp or MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR r= LIILDING PERMIT .tipplicat on is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- s o. other stru ture he ein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores V:liag -, F onda, and all previsions of the Laws of the State of Florida, all ordnances of Miami Shores Village and r11 pules and regulations of the Building Division of Miam Shores Village sh 11 be con plied with whether her in specified cr not. A ( op of approv d plans and specifications must he kept at bu.ldmg during progress of the work. Date - 6:1 k h _ J / 19 Owners Name and Address /// / __ K /-_ jA - - � No. _ 2/ h Street/)' G 9 7 c Ji7 Registered Architect and ' or Engineer /� -- - ,,gy�pp -- - - ---- Name and address of licensed contractor la7.V. -_ 4 /_�Q94 :__t/ C6 9 n rz V Location -nd legal description of ' t to be built on: Lot__ ._ _ .____ . _ _ __ Block __ . _ _ __ .� Subdivision_ � +-- Street and Number where work is to be done_ _ -�/ _ / _.Z /V / S7, - -A State work :o be done and purpose of building (by floors)__:•_2-1/.__.i 9_% P . d - e-,- . .��a��- _ and for no other purpose. New Building _ __ ___ Remodeling ___ _ _ Addity Repairs ._ ✓. No. of Stories To be constructed of Kind of foundation Roof Covering.. Zz / 9� /11 /_. Q - Estimated Total cost of improvements $ ___ � _ _Amo i r Permit $ Zone cubage required_ _ _ __._ _ . .._- _ __ __ __ _Plan Cubage . __ _ _ Distance to next nearest building_ __ _ __ _ _Size of Building Lot Maximum live load to be me by each floor I hereby submit all the plans , .d suecifications 'o:- sad irtilding. All notices with reference to the building and its con: truction may be sent to _ The undersigned applicant for this building permit does hereby certify that h- 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 Supp}lement, and has complied with the prov•sions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be pFrformed u der 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 agree_ to P ploy only such subcontractors on work to be pe formed under th's permit, ••s are licensed by Miai_ Sho e- Village. „.0" : 4.. Remarks__ _. (Signs ) STATE OF 1 LORIDA, COUNTY OF DADE ss • Before me, ■ he undersigned authority, a notary pubh. , duly uthorized to administer oath': and take acknowledgments, peno pally ap- Notary Public, St to of Florida • My Commiss on Expires __ to me well known, and who, being by me fist duly sworn upon oath deposes and says that he is the of she above described consul' tion. that. ne has carefully read the oregoing • ^ icat.on, and that he did sign the m sae. and that all facts therein b'. him stated are true. Per it No. _ a� D '_ 6 ' Read, Sworn to and Subscribed before me. /_ Dat e_ / PLANNING BOARD - _ DATE Chairman . Member Member Member _ Member . M ber Cow :il Approved _ _ Da.e D sappioved _ . Date NOTE. A charge of $1 00 will be made for making corrections or changes to this appl cation after appr. val has been obtained from the Planning Board A r' -i; _pe;.' fec 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 CERTIFICATE OF RE- OCCUPANCY I, e L 6- ask , to re- occupy the single family residence known as : (address) °7qo A-E qy 5/. Legal Description: Lot: I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such roperty. Applicant i ° 44,(A u/vmJ Date 4 7 // 3 /2OCD Print Name / -1/6 LN� * * * * * * •* * * * * * * * * * * * ** ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Comments: Block PB & PG: For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: 7R4et Yom Telephone:305 1 75 ' 8 -4 /6 - 'iV Buyer /7 Seller Realtor Company Name Application Fee ($50) paid: Cash Inspected by: F. LUBIEN , Miami Shores, Florida. Check No. /0 Approved X Denied PAGE 1 OF 2 , hereby apply for a certificate `7-f /' Date 4/17/00 CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. MIAMI SHORES VILLAGE, FLORIDA By: " of Date of Certification: 4 /17/ 00 PAGE 2 OF 2 THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. BUILDING El PLUMBING ELECTRICAL 0 PERMIT ROOFING 0 0 Owner of Building LQrert Z O Architect Contractor or Builder Legal Description A of Building OWN E 1� MIAMI SHORES VILLAGE, FLORIDA 9 a �. Date 19 Contractor's License No Change tnclotA i £ ( ) SNcfTTEftS. 'leat V /j ci 1; BI /1/4Ir C) g sr: F:: 42527 Work to be performed under this Permit it 3 -166 o1y t (-,AD 6.c Subdi- vision S Se C ? c/a _ �,� Sq. Ft. e ( r - 1. L (.�' Value of I) Amount of „ - r - e cl Project $ II Permit $ ' t iZ�J This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described a the app ica- 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 regulatiops pertaining to the work covered hereby.whether shown on the plane or drawings or in the statements or specifications and that he assumes respon- sibility fd'r work done by his agents, servants or emplo et>!. L t Signed_. (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulation% 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 1 assume responsibility for all work done - either myself, m agent servant or emplo ee. — Lily 03/0S 46.40 - CONTRACTORor BUILDER P- ter. 5 't.r, i to to2Z. 1 , MIAMI SHORES VILLAGE BUILDING DEPARTMENT A) 305- 795 -2204 Building Inspection Request Date /0 r7 -03 Time Type Insp' n -- i ►-moj O clki Permit No. 0 3 — Name t 1V—QA • Address — 7 'i ( M E ‹.1 T Company I Phone# Dos- '! �7 S8 - (o c IOa- • For Inspector: IJ p, 10 ' 2& 03 Name & D Correction Re- Insp'n Fee ❑ Square Ft. 127 PERIN/HT APPLICATION FOR MIAMI SHORES VIL 10050 N.E 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305-795-2204 • F Ow WILLIAM ARNOLD /V IV IANELGUTTER Master Permit # 746 N. E. 94 STREET ›wner's Address MIAMI SHORES, FLORIDA 33138 Contracting Co. N/A Address Qualifier SS# \ ature of owner and/or Con o President Phone CHEWED x: 305-756-8972 ;, :' e l i t 'I 13 2003 Date Job Address 746 NE 94 STREET Tax Folio 11-3206-014 1 MIAMI SHORES SEC PB 10-37 LOT 8 & E 1/2 Legal Description LOT 9 BLK 65 Historically Designated: Yes No ted Cost (value) $4,000.00 Date Signature of Contractor or Owner Builder (305)758_6902 Phone State # Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE-INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING X ORK DESCRIPTION: KITCHEN REMODELING WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Date • I Notary as to Owner and/ My Commission Expires .all■ AM. es' NlA • ; • S. RUNDLE g • c' ISAyCormilesnErpiespx29.2007 i tiviqary Pubic - State of Florida Commission #130197334 • jut Bonded National NoloyAlet. 0 gal RADON Notary as to Contractor or Owner Builder Date My Commission Expires FEES: PERMIT Electrical TOTAL DUE ONIMilaVVirt-; eizatatnirwiLc. :1 r Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/13/2003 Applicant: VIVIANE Owner: GUTTER JOB ADDRESS: 746 Contractor Local Phone: Parcel # 1132060141660 Signed: � NE 94 (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work conformity with the plans, drawings, statements or specifications submitted to the done by either myself, my agent, servants or employes. Building Permit Permit Number: BP2003 -776 (Contractor c GUTTER VIVIANE ST Contractor's Address: Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 8 & E1/2 LOT 9 BLK 65 LOT SIZE 75.000 Fees: FEE2003 -2868 FEE2003 -2869 Description Building Permit Application Fee CCF Total Fees: Amount $60.00 $2.40 $62.40 Total Fees: $62.40 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/8/2003 Construction Value: $4,000.00 Work: KITCHEN REMODELING Page 1 of 1 VIVIANE GUTTER 746 NE 94TH STREET MIAMI SHORES, FL 33138 1 :066009650 1 :10120167200 3622 660 2 DATE 'a..\•z- ORDER T OP � h� �+ 3�t �>■1J o C%"" o \`C5 Q Northern Trust Bank of Florida N.A. nileml, FloNde MEMO 3622 DOLLARS 8 a ar 7.Pee WOE MIAMI SHARES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Re Date 6-9-03 Time Type Insp'n Permit No. g GM0.3 Name (1 /-�� l , L Address 7 6 /th � % -5 Company Phone # qv ( , cegyz2 j'' For Inspector: Approved Correction Re- Insp'n Fee ?a2- m ?/P cl r i C ❑ PRM,IT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida � 33138 • Phone: 305- 795 -2204 • Fax: 305- 756 -8972 Date Job Address 7' J 6 A e• 9'7 / S/. Tax Folio Legal Description Historically Designated: Yes No / 9 Owner's Address 7 A L E 941 5Z Phone (3 i i 7F9- / ? 7 Contracting Co. p 4 M Address J ?3 ' %t • lyf 57 Qualifier I?qv r • acs eri SS# Phone State #‘4. Oc c /e� IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): ` BUILDING (LECTRICA� PLUMBING / MECHANICAL ROOFING ,k! 9"G %e,i r 6'd eilova.h 294 . /e1,�J �e�— Onew3� /i�/I�,�a J ,:-15/4/4/7e..? ad/ ®met 04/1 7 �� �Q ��i�� ©� L4 p('i Square Ft. Estimated Cost (value) c 39 WORK DESCRIPTION: WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, 1 authorize the above named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires FEES: PERMIT �‘%19 ,me RADON APPROVED: Zoning Mechanical Municipal # Building Electric Competency # Ins. Co. Sig a of Contra tor or Owne�Buj 5/al 13 D II 0 7 3 ) 2-3 / D'1 Date No ry as to C ntractor Owner ilder Date y Commission '�" � Angela M Becker • a My Commission DD150048 NMI November 15, 2006 C.C?F NOTARY .S< 0 0 BOND TOTAL DU_ S• O� Plumbing Structural Engineer 1� Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: EL2003 -140 Printed: 5/23/2003 Applicant: VIVIANE GUTTER Owner: GUTTER ' VIVIANE JOB ADDRESS: 746 NE 94 ST Contractor P & M ELECTRIC INC Local Phone: 305 - 949 -6373 Parcel # 1132060141660 70, o S - 0 1s -o Total Fees: -$0700 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/17/2003 Construction Value: $2,341.00 Work: KITCHEN RENOVATION NEW HI -HAT LIGHTING INSTALLATION OF ADDITIONAL GFI RE C OUTLET RELOCATION OF RANGE Signed: In consideration of the issuat conformity with the plans, draH done by either myself, my ages Signed: MEMO Electrical Permit Contractor's Address: 1936 NE 148 ST Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 8 & E1/2 LOT 9 BLK 65 LOT SIZE 75.000 P & M ELECTRIC, INC. 1936 N.E. 148TH STREET NORTH MIAMI, FL 33181 -1137 ORDER OF /`� /-- /4�� s !/� /145 dd/ sE1/6/1. - wt/& cry e L P.003 - / '/fl 11'00 755P' I:0630000 00 1595 2 Page 1 of 1 Bank of America ACH R/T 063100277 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B 'Wing Inspection Request Date Type Insp'n T J1 rt 1o` c J ` Permit No. BP0--)q Name Cc) �,� Address / Company C,CiLD b Inspection Date Correction Phone # Re- Insp'n Fee ❑ Inspection Date Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT . 305- 795 -2204 (�( 'Build' g Inspection Request \ Date Type Insp Permit No. Name ��/,, Address ? ( Vi A ° E ' 9 C� Company `J Y Phone # 7O� 5 Approve Re- Insp'n Fee ❑ BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 1 1'10 C City \ M PrM\ S' \OA.0 - 5 State Tenant/Lessee Name N 1 pt- Job Address (where the work is being done) — A L \ 1 '\ - �G �� S County Miami -Dade Zip 333 NO )C City Miami Shores Village is Building Historically Designated YES Contractor's Company Nanie Contractor's Address sk% Owitia" City State Zip Qualifier State Certificate or Registration No. Certificate of Cotnpetency No. Architect/Engineer's Name (if applicable) 1 Pr- Phone # $ Value of Work For this Permit t2 (Ott 0 T■,'pe of Work: DAddition ❑Alteration VNew ❑ Repair/Replace ❑ Demolition Describe Work: \.3 \ SAe:tk_ \ LDNC'R 'e cVN.1M;VON4 o; s\(\ Ic s` x (oA1f % �' 0 1 1 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ •� Permit Fee $ Notary $ a ' Training/Education Fee $ o Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 n (I Permit No. u Maser Permit No. 11 6 Electr Mechanical Roofing \V \a Vtkr= G1 Phone # C"30SY SVIS•"" 6Ckt ckCYCLIAA Zip Phone # IN- Phone # Square Footage Of Work: 0 SCtvioe.... & eA ®® CCF $ 0c 20 57) Radon $ Zoning Structural Plan Review. $ • Technology Fee $ SPQ5 -3 CO /CC Bond $ 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 m 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 properly is subject to attachment. Also, a certified copy of the ie •r. 'djloti e of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the buildin'- . a tit 1'sued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. (Oki CAN& \i.k,\\ Owner or Agent ,, The forego i istrume / nt was acknowledged before ( mee this 1(0. ( .. �e foregoing oregoing instrument was acknowledged before me this day of t £, 2(63, by V) U Cone, I Co 23 .`-tTai rof - , 20 , by NOTARY Sign: Print: who is personall known to me or who has produced 2QQ who is personally known to me or who has produced As identification and who did take an oath. Mabel Val'- C a4RY PUBLIC: UB `- Commission D . - - Ex.ires:Jul 3,2007 Si 4/4 OF oln. ril Atlantic Bonding Co., Itit Print: My Commission Expires: 'My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******* 1*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �i Plans Examiner Engineer Zoning APPLICATION APPROVED BY: Chc 05/13/03 (Jt) / / - 7 Signature Contractor as identification and who did take an oath. A 710761298 Building Dimensions: Approximate Foundation Exterior Dimensions Interior Dimensions Door Opening Size Size Storage Area (Roof Edge to Roof Edge) (Wall to Wall Sq. Ft. Cu. Ft. Width Depth Height Width Depth Height Width Height 6' x 5' 75 1 /4" 58 1/4" 27 147 76 1 /4" 59 1 /2" 69 7/8" 7 1 1 /4" 54 1 /4" 68 5/8" 36 1 /2" 58 1 /2" OWNER BUILDER DISCLOSURE STATEMENT I V'V \`�\-\ vK\ being the legal property owner, for the property Located at: "--- � �� 'S-4k C°(— v ‘f\ "wA' S `� ) C \'t- ���k� 10T 8 AND THE E. 1/2 OF LOT 9 BLOCK 65 OF MIAMI SHORES SECTION NO. 3 SUBDIVISION ACCORDING Legally described as TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE, 37 OF THE PUBLIC Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the RECORDS OF State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure MIAMI —DADE Statement, which entitles me td sVork as my own contractor, I further understand that I as the owner COUNTY, FLORID must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing li eviewing clerk. Te foregoing instrument Was acknowledged before me this` ' \∎day of " LKX, 20 ICCS. twho is personally known to metor who has as identification and who did take an oath. Produced Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT 1 s tr�4,,, MARIA MARTA RODRIGUEZ Notary Public - State of Florida •U ; • `_ My Commission Expires Dec 19, 2006 o� Commission # DD 163691 :9� 1 e p ' ; Bond: d By National Notary Assn, 'STATE OF FLORIDA) COUNTY OF DADE) attached survey, performed by The undersigned Affiant, VIVIANE GUTTER , does hereby attest that the (property owner) BLANCO, DANIAL & ASSOC. INC. (name of surveyor's company) performed on 10 -10 -00 , is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Affiant/Property owner SWORN TO AND SUBSCRIBED before me this J 3 day of Affiant is 4ersonally known to me produced as identification. MARIA NotaryP Public - State of Florida _ « . • ? My Commission Expires Dec 19, 20015 "' ;' , �� ,, Commission # DD 163691 ' ' 0 •�5 ;;to% . Bond: d By Nationol Notary Assn, Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/4/2005 Applicant: VIVIANE GUTTER Owner: GUTTER VIVIANE JOB ADDRESS: 746 NE 94 ST Contractor Local Phone: Parcel # 1132060141660 Building Permit Permit Number: BP2005 -369 Contractor's Address: Permit Status: APPROVED Permit Expiration: 9/12/2005 Construction Value: $600.00 Work: INSTALL STEEL SHED FROM ARROW Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 8 & E1/2 LOT 9 BLK 65 LOT SIZE 75.000 Fees: Description Amount FEE2005 -3927 Building Fee $100.00 FEE2005 -3952 CCF $0.60 FEE2005 -3953 Training and Education Fee $0.20 FEE2005 -3954 Technology Fee $2.50 FEE2005 -3955 Scanning Fee $6.00 FEE2005 -4193 Submittal Fee ($50.00) Total Fees: $59.30 Total Fees: $59.30 Total Receipts: $0.00 \re' Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: • IHG • b■SIN [1( bt OCA St HU( UllL A•IU UUI [(WI (A I IN CtIC.. t IIChuAC11uCU1 1 I Y.• !Li CIIIIC I NAN)l(Ii4ER YAO II it • I (WHO (hILI_ • 1'.. V. • 1 01.1110 111011 111-1 11,• 10IIN(1 NAIL 11.1.• LUwl:l I LO('11 (L[Vt11nH 4l•) • 111 A•,UNIU 2,ZZ c� w 0 co • U/L • 4011U41111 11111 – " -- - -� - -- HGvn• 0,l HIKAL 0AIU4 . • H / 5 • • MC 5 W I h – • UIIl 11Y YUII — - - -- N hlL 111 O• wav 4 • 4.411 11 4(1IN U! • U•LhN1 aU ll1L1111C Lila Ny0— • not et s•C.lr IAVU'1 • 1, A (ut111 A • CINI NAt A Hw.E S I P • 11 I11b /1 P11 N.476 111. IINC Ilt04A1•I How! .'YA4t4a ( S1• • S(1 NAIL Y/L• t• 0•1.1.lY 11111 011 SIUh1 – r• 4000 It r. CI U N • 11A(Jl0 – A --- 1:11x14 1th 1(111( IIAI• • N••••AI 0 11 1.• illiWAI K »u t U ). 4ALt ur,•ut∎my 1•)(..1 •aw u• _PAL ItI tat NI US q,45f% /r /)�/o�,(`D 1 i 6y) - 76,00 J2 C.1 _ J I '•�� 3v'�ea ' C \ \ a' ) 5 •t �rl 0 O 00 ; - C� /x•85 E3 KC kJ' v1 to (1 C, 1 t9 rt -- CS\ • , -,,c: N c d • � C= rrN RQ ove ) U 'f ) -r; io CT 7••p VJ /0.00 E D /5' _ 0 Zonjpg AHl ved v \ \ 1 • 1 I I 31 • / grS I 0 7/ I y /' • ' tv u� 75, • '�l. i .n u , • n BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 Arrow Group Industries, Inc. 1101 N. 4 Street Breese, IL 62230 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the 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: Cold Formed Steel Utility Sheds APPROVAL DOCUMENT: Drawing No. SI, S2 and S3, title "6' x 5' 8' x 6', 8' x 8' & 10' x 8' Utility Shed ", sheets S I through S3, prepared, signed and sealed by R.T. on, P.E., dated July 14, 1998, bearing thc Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically tcrminate this NOA. Failure to comply with any section of this NOA shall be causc 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 thc 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. This NOA revises NOA # 01 0430.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0401.03 Expiration Date: August 24, 2006 Approval Date: May 09, 2002 Page 1 6 '1/2 FOUNDATION PLAN R ELEVATION REAR ELEVATION 3/8 "1 X 8' LC AN CFI0R BOLTS 0 24' MAX 0/C 3/8'I X 8" LC 1/2" ANCHOR BCiTS O FRONT au. FOUNDATION PLAN 3/8"1 x 8" LC AN CHOR BOLTS 0 24" LAX 0 /C, FOUNDATION PLAN NOTES: LOADS REAR ELEVATION FOUNDATION PLAN DEJCN CA711ERIA: FLORIDA LL - COOP AS 7 -88 (NIN0 LOADS ONLY) DEAD LOADS: UsiE LOADS WHO LOADS: MA ID ALS ACTUAL LOADS 15 PSF 75 MPH PER ASCE 7 -88 PANELS: CHANNELS & OTHER MEMBERS BOLTS & SCREWS: ANCHOR BOLTS: RONFCRCINC STEEL• CONCRETE: BY PRODUCT REVISED as complying with the Florida Bailing Code Atxrptnoce No Expiration Date DirbIoc RENEWED OD i:J CT RENE d Q ED ACCEPTANCE No. O - O -3 G . rJ ¢ TTON DATE d 2 - 4 - Z PRO BU LDINO • ALTERNATE ANC-10R: HILTI KWK BOLT It, 3/8'0 X 5• LC CONCRETE ANCHOR W/ 2 1/2' EMBEDMENT, METRO DADE COUNTY ACCEPTANCE n3-0224.04. 3/8'1 x 8" LC APPROVED AS COMPLYING rim T1 ANCHOR BOLTS o FRONT Euv. SOOT ORIDA BUILDING COLE ! 19 �� DAT BY PRODUCT CONTR ASTM ASTM ASTM ASTM ASTM 2,000 net Coot TROL DIVISION COMPLIANCE QPPT'CE 1 BUILDING CODE Wtih......[C ;:}ICE ACCEPTANCE N0. 7.t . =!? " A625 -76, Fy a 50 KSI A527 -80, Fy - 55 KS M018, Fy Q 30 KSI A -307 A -615, GRADE 40 PS AT 28 GAYS .03 0(a 1 7-13-16 ma[ MUT' MlOCon .1010 M3. a¢ Ewa or rte PLANS & ELEVATIONS ' ei° Ur name 6" X 5', 8' X 6', 8' X 8' & 10' X 8' UTILITY SHEDS awe 14 xro °"1O n -12-n ARROW GROUP INDUSTRIES 1101 N. 4TH STREET BREESE. IL 62230 (618) 526 -4546 aura w ^ ` ` J 6 '1/2 FOUNDATION PLAN R ELEVATION REAR ELEVATION 3/8 "1 X 8' LC AN CFI0R BOLTS 0 24' MAX 0/C 3/8'I X 8" LC 1/2" ANCHOR BCiTS O FRONT au. FOUNDATION PLAN 3/8"1 x 8" LC AN CHOR BOLTS 0 24" LAX 0 /C, FOUNDATION PLAN NOTES: LOADS REAR ELEVATION FOUNDATION PLAN DEJCN CA711ERIA: FLORIDA LL - COOP AS 7 -88 (NIN0 LOADS ONLY) DEAD LOADS: UsiE LOADS WHO LOADS: MA ID ALS ACTUAL LOADS 15 PSF 75 MPH PER ASCE 7 -88 PANELS: CHANNELS & OTHER MEMBERS BOLTS & SCREWS: ANCHOR BOLTS: RONFCRCINC STEEL• CONCRETE: BY PRODUCT REVISED as complying with the Florida Bailing Code Atxrptnoce No Expiration Date DirbIoc RENEWED OD i:J CT RENE d Q ED ACCEPTANCE No. O - O -3 G . rJ ¢ TTON DATE d 2 - 4 - Z PRO BU LDINO • ALTERNATE ANC-10R: HILTI KWK BOLT It, 3/8'0 X 5• LC CONCRETE ANCHOR W/ 2 1/2' EMBEDMENT, METRO DADE COUNTY ACCEPTANCE n3-0224.04. 3/8'1 x 8" LC APPROVED AS COMPLYING rim T1 ANCHOR BOLTS o FRONT Euv. SOOT ORIDA BUILDING COLE ! 19 �� DAT BY PRODUCT CONTR ASTM ASTM ASTM ASTM ASTM 2,000 net Coot TROL DIVISION COMPLIANCE QPPT'CE 1 BUILDING CODE Wtih......[C ;:}ICE ACCEPTANCE N0. 7.t . =!? " A625 -76, Fy a 50 KSI A527 -80, Fy - 55 KS M018, Fy Q 30 KSI A -307 A -615, GRADE 40 PS AT 28 GAYS .03 0(a 5 -11 1/4' Y -5 1/2- FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION FRONT ELEVATION SIDE ELEVATION 6' X 5' BUILDING SIDE ELEVATION 8' X 6' BUILDING 8' X 8' BUILDING SIDE ELEVATION 10' X 8' BUILDING SIDE ELEVATION ROOF PLAN _ ROOF PLAN ROOF PLAN ROOF PLAN REAR ELEVATI E -4 WALL, OR ROOF.. PANEL CHANNEL 4 X 1' X 0.028' CHANNEL 2' X I" X 0.023' 1 WALL OR ROOF QRANNELS 1' X 4' X .023" — 0.030' ZEE — 2' n- cx ooOR — FLOOR FRAUE (0.028 ") e sz ROOF SECTION ROOF BEAN L 1" X 1' X .02B" BRACE AT ROOF BEAMS ONLY W /gio MACHINE SCREWS & NUTS SECTION L. 7/8" 1 1/8' X .028" (10 X 1/2" SCREW 17/8' X 1 1/4' X .028' WALL ANGLE SECTION 2 ROWS 110 X 7/16" MACH. SCREWS AT 8' CN CENTER 110 SCREWS (8 PER PANEL) (6 (2 f10X1") (10 X 1/2") SECTION 0 MACN*NE SCREWS T VERTICAL ANGLE TO CABLE PANEL RETURN 410 MACHINE SCREWS (4 TOTAL) BOLT VERTICAL A4QE TO CABLE PANEL RETURN .018' THICK -ROOF PANEL SECTION SPACER (10 IINE SCREW 110 SC P: WS WiTri .. (8 PEi. PANEL) WALL PANEL NUT FLOOR FRAME (0.028") 3/8'6 AN CHOR BOLTS (SEE FOUNOARCN PLAN ANO OR RELXBRE)4 EN TS) ALTERNATE ANCHOR: 3 HILTI CONCRETE ANCHOR. PRODUCT REVISED to complying with the Florida Raiding Code Accrptaoce No O 03 Expiration Date • AIM O . Lanai Dade • act Control Division CUT INSIDE FIANCE AT CORNER WALL CHANNEL CORNER CONNECTION PR DUCT RENEWED SECTION AOCaTTANCE tdo. Ci 1 • - () 3 O, 04, i - Z4 1 (. 1 V Liy PRO NT ROL DIVISION WELDING CODE c M.PUANCIL OPFER EXPIRATION DATE G APPROVED AS COMPI.Y'NG Y::Th Tn't SOUTH FLO DA BU'LO :.G.Gc�CC(:•�E qp DAT `�, cR. BY PRO L s. BUILDING CODE COMPLANCE Orr1:E ACCEPTANCE NO._ qy 3 t 1w4-4 WOE OvX IT sc ams JC10 NI oAR 10e11104 K mat SECTIONS & DETAILS t nacCe 6' X 5 8' X 6', 8' X 8' & 10' X 8' UTIUTY SHEDS tom. 44% ' °"" 11 -12 -Q ARROW GROUP INDUSTRIES 1101 N. 4TH STREET BREESE. IL 62230 (618) 526 -4546 NUMMI WI L -4 WALL, OR ROOF.. PANEL CHANNEL 4 X 1' X 0.028' CHANNEL 2' X I" X 0.023' 1 WALL OR ROOF QRANNELS 1' X 4' X .023" — 0.030' ZEE — 2' n- cx ooOR — FLOOR FRAUE (0.028 ") e sz ROOF SECTION ROOF BEAN L 1" X 1' X .02B" BRACE AT ROOF BEAMS ONLY W /gio MACHINE SCREWS & NUTS SECTION L. 7/8" 1 1/8' X .028" (10 X 1/2" SCREW 17/8' X 1 1/4' X .028' WALL ANGLE SECTION 2 ROWS 110 X 7/16" MACH. SCREWS AT 8' CN CENTER 110 SCREWS (8 PER PANEL) (6 (2 f10X1") (10 X 1/2") SECTION 0 MACN*NE SCREWS T VERTICAL ANGLE TO CABLE PANEL RETURN 410 MACHINE SCREWS (4 TOTAL) BOLT VERTICAL A4QE TO CABLE PANEL RETURN .018' THICK -ROOF PANEL SECTION SPACER (10 IINE SCREW 110 SC P: WS WiTri .. (8 PEi. PANEL) WALL PANEL NUT FLOOR FRAME (0.028") 3/8'6 AN CHOR BOLTS (SEE FOUNOARCN PLAN ANO OR RELXBRE)4 EN TS) ALTERNATE ANCHOR: 3 HILTI CONCRETE ANCHOR. PRODUCT REVISED to complying with the Florida Raiding Code Accrptaoce No O 03 Expiration Date • AIM O . Lanai Dade • act Control Division CUT INSIDE FIANCE AT CORNER WALL CHANNEL CORNER CONNECTION PR DUCT RENEWED SECTION AOCaTTANCE tdo. Ci 1 • - () 3 O, 04, i - Z4 1 (. 1 V Liy PRO NT ROL DIVISION WELDING CODE c M.PUANCIL OPFER EXPIRATION DATE G APPROVED AS COMPI.Y'NG Y::Th Tn't SOUTH FLO DA BU'LO :.G.Gc�CC(:•�E qp DAT `�, cR. BY PRO L s. BUILDING CODE COMPLANCE Orr1:E ACCEPTANCE NO._ qy 3 CHANNEL DOOR SKIN aol6' v DOOR ELEVATION /10 X 1/2" SCREWS 18 EA PANEL /10 X 7/16' MACNINE SCREW W/ NUT 2 EA PANE1 no X 1" SCREWS AT CORNERS Of PANEL PANEL WIDTH VARIES Hi N C£ (TIP 2 PLACES) 2 X 1 CHANNEL 0.023" THICK (TYPICAL) N in TYPICAL PANEL FASTENER ELEVATION 9 1S/32" TYP 0.030" ZEE 2' X 1' X 0.023" CH 0.016" DOOR SKIN FINISH GRACE 0 SECTION 8" REF 28 3/4" TYPICAL WALL PANEL NOTE: PANEL WIDTH VARIES X 1 1/2" X 0.060' CH 1/4' 0.023" JAMB HINGES (2 TOTAL) V4TH6- J /16'FLAT HO MACHWE SCREWS ANO NUTS 14 BARS CON T. SECTION O SZ 2o• I PANG. THICKNESS .016' I 1 DOOR PIN 3/8'. X 8" LONC ANCHOR BOLTS AT 24" 0.C. AT 40E AND BACK WADS, 12" MAX O.C. AT FRONT WALL ALTERNATE AN CHOR: HILT1 KYAK BOLT 11, 3/8'0 X 5" LC CONCRETE ANCH W/ 2 1/2" EMBEDMENT, METRO DADE COUNTY ACCEPTANCE /93- 0224.04. ANGLE 2" X 1 3/8' X 0.060' SECTION 6 X 6 - 10/10 WELDED WR£ MESH ALT. - /3 BARS AT 18' 0.C. EA. WAY .b /c 0 1—;t g CHANNEL DOOR SKIN aol6' v DOOR ELEVATION /10 X 1/2" SCREWS 18 EA PANEL /10 X 7/16' MACNINE SCREW W/ NUT 2 EA PANE1 no X 1" SCREWS AT CORNERS Of PANEL PANEL WIDTH VARIES Hi N C£ (TIP 2 PLACES) 2 X 1 CHANNEL 0.023" THICK (TYPICAL) N in TYPICAL PANEL FASTENER ELEVATION 9 1S/32" TYP 0.030" ZEE 2' X 1' X 0.023" CH 0.016" DOOR SKIN FINISH GRACE 0 SECTION 8" REF 28 3/4" TYPICAL WALL PANEL NOTE: PANEL WIDTH VARIES X 1 1/2" X 0.060' CH 1/4' 0.023" JAMB HINGES (2 TOTAL) V4TH6- J /16'FLAT HO MACHWE SCREWS ANO NUTS 14 BARS CON T. SECTION O SZ 2o• I PANG. THICKNESS .016' I 1 DOOR PIN 3/8'. X 8" LONC ANCHOR BOLTS AT 24" 0.C. AT 40E AND BACK WADS, 12" MAX O.C. AT FRONT WALL ALTERNATE AN CHOR: HILT1 KYAK BOLT 11, 3/8'0 X 5" LC CONCRETE ANCH W/ 2 1/2" EMBEDMENT, METRO DADE COUNTY ACCEPTANCE /93- 0224.04. ANGLE 2" X 1 3/8' X 0.060' SECTION 6 X 6 - 10/10 WELDED WR£ MESH ALT. - /3 BARS AT 18' 0.C. EA. WAY 10 NO. 10 X 7/16' !/ACli. '.7,ar1EWS TOTAL - SCREW R TRDI YA1 FOR SECTION L 1 1/2' X 2 1/8' X .060 AT LEFT DOOR L 1 1/8" X 2° X .030' S AT RICH DOOR 4' X 1' X .026 CHANNEL 2 X 1 X 0.023 CHANNEL 0.016' DOOR SKIN 2'X1 ° X.023CHANNEL SECTION O NO. 10 SCREW NOTCH FOR DOOR JANE COPE WEB AS REQUIRED 4' X 1 1/2' X .060 QiANNEL PRODUCT REVISED as oast ptyisti tads the Florida Baktirct Cock pt• No 02— • •.• .03 Expiration Date AM • (0 B lam 1 • P Dirisioo PRODUCT RENEWED Aoz rrkNCE Na O 1 - o 4-3 0• o 4- TIOV DATE P BY FILapUCT.•'NTP.OL DIVISION WELDING CODE COMMANCE °FMC E .030' ZEE ZEE DOOR TRII.1 NOT S10KN FOR Cin TY APPROVED AS COMPLYING ;ITT{ T}' SOUTH •'IDA BUILDING G)DE DAT r BY FRO' C S 1.1U11 DING DE COMPL,ANCE `.CCEPTAt:CE NO q� a //3' ° 1 7-U-14 UCY oaw• - DIM Wain Proaftoirs L+q w MX icvaoM n VW Van SEC11ONS & DETAILS ,. 6' X 5'. 8' X 6', 8' X 8' do 10' X 8' UT1UTY SHEDS �... vet ''" °"` u -u -a ARROW GROUP INDUSTRIES 1101 N. 4111 STREET BREESE. IL. 62230 (618) 526 -4546 ONM.11 Pd. J 10 NO. 10 X 7/16' !/ACli. '.7,ar1EWS TOTAL - SCREW R TRDI YA1 FOR SECTION L 1 1/2' X 2 1/8' X .060 AT LEFT DOOR L 1 1/8" X 2° X .030' S AT RICH DOOR 4' X 1' X .026 CHANNEL 2 X 1 X 0.023 CHANNEL 0.016' DOOR SKIN 2'X1 ° X.023CHANNEL SECTION O NO. 10 SCREW NOTCH FOR DOOR JANE COPE WEB AS REQUIRED 4' X 1 1/2' X .060 QiANNEL PRODUCT REVISED as oast ptyisti tads the Florida Baktirct Cock pt• No 02— • •.• .03 Expiration Date AM • (0 B lam 1 • P Dirisioo PRODUCT RENEWED Aoz rrkNCE Na O 1 - o 4-3 0• o 4- TIOV DATE P BY FILapUCT.•'NTP.OL DIVISION WELDING CODE COMMANCE °FMC E .030' ZEE ZEE DOOR TRII.1 NOT S10KN FOR Cin TY APPROVED AS COMPLYING ;ITT{ T}' SOUTH •'IDA BUILDING G)DE DAT r BY FRO' C S 1.1U11 DING DE COMPL,ANCE `.CCEPTAt:CE NO q� a //3' ° • WALL PANEL COPE WEB N0. 10 SCREW DETAIL r x 2.701' X 1.053' X .030' 0008 JAMB TRIM 4' X 1/2' CHANNEL (DOOR JA/48) L 1 1/4 X 3' X 1 1/2" LONG X .034 WITH 4• - NQ 10 SCREWS SECTION L 1 1 /4° X 3' X 1 1 /2° LONG X .034 W1TH 4 - N0. 10 SCREWS SECTION O 53 X10 X 1/2 SCREW TYPICAL NEAR SIDE ANO FAR SIDE FLOOR FRAME (.026') 1' X 2701' X 1.053' x .030' DOOR JAMB TRW FL00R FRAME One) 2 X 1 X0.023'CNANNEL 0.016' DOOR SON SECTION O SECTION 1' X 2.701' X 1.053' X .030' DOOR JAMB TF51 N0. 10 X 1/2' SCREWS 5 AT SIDES ANO 4 AT TOP ANO BOTT014 N0. 10 X 1/2' SCREWS 5 AT EACH SZOE. 4° X 1/2' CHANNEL (0008 J/WB) L 1 1/4' X 3' X 1 1/2" LONG X .034 WIN 4 - N0. 10 SCREWS m m I h V1 fi _ 1 m 5' -11 1/4' e V V %LI 3' -5 1/2' 4' -6 1/4' 7 -10 3/4' Q l7 FRONT ELEVATION 7 -10 3/4' v n Q v v 4 -Y t FRONT ELEVATION 9' -10 1/4' n ih V Alrl 1111 v • v V Ath AIM 7 -6' BRACE FRONT ELEVATION SIDE ELEVATION 6' X 5' BUILDING 5' -6' SIDE ELEVATION 8' X 6' BUILDING 8' X 8' BUILDING 7 -6• SIDE ELEVATION E7 FRONT ELEVATION SIDE ELEVATION 10' X 8' BUILDING ' -O' 5' -11 1/4' ROOF PLAN 7 -10 3/4' ROOF PLAN ROOF PLAN ROOF PLAN REAR ELEVATION FOUNDATION PLAN 0 7 -10 3/4' 9' -10 1/4' D ILP REAR ELEVATION V • rt -- 6' -3 1/4' —J F Lid v Mi REAR ELEVATION 4' 6 1 2 BRACE 3/8'e X 8' LC ANCHOR BOLTS 0 24' MAX 0 /C. 0 ACA 3/8'0 X 8' LG ANCHOR BOLTS 0 FRONT ELEV. FOUNDATION PLAN 10 1/ 3/4' 1 r 3/8'e X 8' LG ANCHOR BOLTS 0 24' MAX 0 /C. 0 � •3/8 X 8' LG ANCHOR BOLTS 0 FRONT ELEV. 10 1/2' 8' -2 3/4' FOUNDATION PLAN ACIL 3/8'0 X 8' LO ANCHOR BOLTS 0 FRONT ELEV. 3/8 X 8' LG ANCHOR BOLTS 0 24' MAX 0 /C. — v 1' -0' . 6 1/2' 10' -2 1 4' REAR ELEVATION FOUNDATION PLAN NOTES: DESIGN CRITERIA: SOUTH FLORIDA BUILDING CODE ASCE 7 -88 (WIND LOADS ONLY) 3/8'O X 8' Lc ANCHOR BOLTS 0 12' MAX 0 /c. dde DEAD LOADS: UVE LOADS: 16N0 LOADS: MA TEMIN- PANELS CHANNELS & OTHER BOLTS & SCREWS: ANCHOR BOLTS: REINFORCING STEEL: CONCRETE: ACTUAL LOADS 15 PSF 75 MPH PER ASCE 7 -88 ASTM A625 -76, Fy = 50 KSI MEMBERS: AVM A527 -80, Fy - 55 KSI ASTM A1018, Fy o 30 KS ASTM A -307 ASTM A -815, GRADE 40 2,000 PSI AT 28 DAYS • AL+ERNATE ANCHOR: HILTI KWIK BOLT 11, 3/8'0 X 5' LC CONCRETE ANCHOR W/ 2 1/2' EMBEDMENT, METRO DADE COUNTY ACCEPTANCE 03- 0224.04. 3/8'41 x e' LGAPPROVED AS COMPLYING V: TH THE 6 1/2 ANCHOR BOI.Ts o FRONT ELEV. SOUTH FLORIDA BUILDING CC E DAT • ¥ 1° By Pr, " "[T V BUILDING CO!E COMFLir.N OFFICE ^.CCEPTANC.E NO 4 ik -0 1 7-13 -46 a¢ WW1' MOONS .L�o 9111E AEMSa1 SECT 1110 PLANS & ELEVATIONS L' M - ix rd meat 6' X 5', 8' X 6', 8' X 8' do 10' X 8' UTILITY SHEDS OWN as ' WO 12 -12-V7 ARROW GROUP INDUSTRIE 1101 N. 4TH STREET I BREESE, IL 62230 `J 'I (618) 526 -4546 m m I h V1 fi _ 1 m 5' -11 1/4' e V V %LI 3' -5 1/2' 4' -6 1/4' 7 -10 3/4' Q l7 FRONT ELEVATION 7 -10 3/4' v n Q v v 4 -Y t FRONT ELEVATION 9' -10 1/4' n ih V Alrl 1111 v • v V Ath AIM 7 -6' BRACE FRONT ELEVATION SIDE ELEVATION 6' X 5' BUILDING 5' -6' SIDE ELEVATION 8' X 6' BUILDING 8' X 8' BUILDING 7 -6• SIDE ELEVATION E7 FRONT ELEVATION SIDE ELEVATION 10' X 8' BUILDING ' -O' 5' -11 1/4' ROOF PLAN 7 -10 3/4' ROOF PLAN ROOF PLAN ROOF PLAN REAR ELEVATION FOUNDATION PLAN 0 7 -10 3/4' 9' -10 1/4' D ILP REAR ELEVATION V • rt -- 6' -3 1/4' —J F Lid v Mi REAR ELEVATION 4' 6 1 2 BRACE 3/8'e X 8' LC ANCHOR BOLTS 0 24' MAX 0 /C. 0 ACA 3/8'0 X 8' LG ANCHOR BOLTS 0 FRONT ELEV. FOUNDATION PLAN 10 1/ 3/4' 1 r 3/8'e X 8' LG ANCHOR BOLTS 0 24' MAX 0 /C. 0 � •3/8 X 8' LG ANCHOR BOLTS 0 FRONT ELEV. 10 1/2' 8' -2 3/4' FOUNDATION PLAN ACIL 3/8'0 X 8' LO ANCHOR BOLTS 0 FRONT ELEV. 3/8 X 8' LG ANCHOR BOLTS 0 24' MAX 0 /C. — v 1' -0' . 6 1/2' 10' -2 1 4' REAR ELEVATION FOUNDATION PLAN NOTES: DESIGN CRITERIA: SOUTH FLORIDA BUILDING CODE ASCE 7 -88 (WIND LOADS ONLY) 3/8'O X 8' Lc ANCHOR BOLTS 0 12' MAX 0 /c. dde DEAD LOADS: UVE LOADS: 16N0 LOADS: MA TEMIN- PANELS CHANNELS & OTHER BOLTS & SCREWS: ANCHOR BOLTS: REINFORCING STEEL: CONCRETE: ACTUAL LOADS 15 PSF 75 MPH PER ASCE 7 -88 ASTM A625 -76, Fy = 50 KSI MEMBERS: AVM A527 -80, Fy - 55 KSI ASTM A1018, Fy o 30 KS ASTM A -307 ASTM A -815, GRADE 40 2,000 PSI AT 28 DAYS • AL+ERNATE ANCHOR: HILTI KWIK BOLT 11, 3/8'0 X 5' LC CONCRETE ANCHOR W/ 2 1/2' EMBEDMENT, METRO DADE COUNTY ACCEPTANCE 03- 0224.04. 3/8'41 x e' LGAPPROVED AS COMPLYING V: TH THE 6 1/2 ANCHOR BOI.Ts o FRONT ELEV. SOUTH FLORIDA BUILDING CC E DAT • ¥ 1° By Pr, " "[T V BUILDING CO!E COMFLir.N OFFICE ^.CCEPTANC.E NO 4 ik -0 CHANNEL /10 X 1/2' SCREWS 18 EA PANEL /10 X 7/18 MACHINE SCREW W/ NUT 2 EA PANEL /10 X 1' SCREWS AT CORNERS OF PANEL 023' m DOOR ELEVATION HINGE (TYP 2 PLACES) 2 X 1 CHANNEL 0.023' THICK (TYPICAL) PANEL WIDTH VARIES TYPICAL PANEL FASTENER ELEVATION 9 19/32' TYP 0.030' ZEE 2 X 1' X 0.02.3' CHAN 0.016' DOOR SKIN FINISH GRADE 0 SECTION 8' REF 28 3/4' 1 1/4' TYPICAL WALL PANEL NOTE: PANEL WIDTH VARIES 4' X 1 1/2' X 0.060' CHANNEL HINGES (2 TOTAL) WITH 6 — 3/16' FLAT HO MACHINE SCREWS AND NUTS SECTION 0.023' JAMB /4 BARS CONT. PANEL THICXNESS .016' DOOR PIN 3/8'0 X 8' LONG ANCHOR BOLTS AT 24' 0.0. AT SIDE AND SAO( WALLS, 12' MAX 0.C. AT FRONT WALL ALTERNATE ANCHOR: HIL11 KWIK BOLT 11, 3/8'0 X 5' L0 CONCRETE ANCHOR W/ 2 1/2' EMBEDMENT. METRO DADE COUNTY ACCEPTANCE /93- 0224.04. 20' ANGLE 2' X 1 3/8' X 0.060' SECTION 6 X 8 — 10/10 WELDED WIRE MESH ALT. — /3 BARS AT 18' 0.C. EA. WAY WALL OR ROOF PANELS WALL OR ROOF CHANNELS 1' X 4' X .o23' SECTION — CHANNEL 4' X 1' X 0.028' — CHANNEL 2' X 1' X 0.023' "- -0.030' ZEE 2' THICK 00011 FLOOR FRAME (0.028') ROOF BEAMS L 1' X 1° x .026' BRACE AT ROOF BEAMS ONLY W/#10 MACHINE SCREWS di NUTS ROOF BEAM SECTION 2 ROWS #10 X 7/16' MACH. SCREWS AT 8' ON CENTER ( 0 SCP.EWS PER PANEL) (6 2/10X1 ° ) /10X1/2') L 7/8' 1 1/13' X .028' /10 X 1/2' SCREW L 1 7/8' X 1 1/4' X .028' WALL ANGLE SECTION T VERTICAL ANGLE TO GABLE PANEL RETURN BOLT VERTICAL ANGLE TO GABLE PANEL RETURN LE .018' THICK SECTION 0 MACHINE SCREWS fi0 MACHINE SCREWS ( TOTAL) SECTION /10 MACHINE SCREW 110 SCREWS WITH NUT (8 PER PANEL) WALL FANEL WALL PANEL NUT FLOOR FRAME (0.0281 3/8'0 ANCHOR BOLTS (SEE FOUNDATION PLAN AND SECTION FOR REQUIREMENTS) ALTERNATE ANCHOR: 3/8'0 HILT' CONCRETE ANCHOR. CUT INSIDE FLANGE AT CORNER WALL CHANNEL CORNER CONNECTION SECTION APPROVED AS COMPLYING WITU NF. SOUTH F IDA BUILDING CODE DATF F ; T BY PROD C NT u 3UiLDING CODE COMPLIANCE OFt'r",E CCEPTPJ CE NO 4g -0!/3' d _] 17 ( f ) 1 .i, /c of -.* i n e s. 7 r I 7-14-01 ONE COUNT' Rtli00 ,C10 Na an MUNN W1 inn SECTIONS & DETAILS WS& NONE MOMS 6' X 5' , 8' X 6' , 8' X 8' & 10' X 8' UTIUTY SHEDS NUM ON ' 0MB 12 -12-07 ARROW GROUP INDUSTRIES 1101 N. 4TH STREET BREESE, IL 62230 (618) 526 -4546 MINN NI ^ ^ J L CHANNEL /10 X 1/2' SCREWS 18 EA PANEL /10 X 7/18 MACHINE SCREW W/ NUT 2 EA PANEL /10 X 1' SCREWS AT CORNERS OF PANEL 023' m DOOR ELEVATION HINGE (TYP 2 PLACES) 2 X 1 CHANNEL 0.023' THICK (TYPICAL) PANEL WIDTH VARIES TYPICAL PANEL FASTENER ELEVATION 9 19/32' TYP 0.030' ZEE 2 X 1' X 0.02.3' CHAN 0.016' DOOR SKIN FINISH GRADE 0 SECTION 8' REF 28 3/4' 1 1/4' TYPICAL WALL PANEL NOTE: PANEL WIDTH VARIES 4' X 1 1/2' X 0.060' CHANNEL HINGES (2 TOTAL) WITH 6 — 3/16' FLAT HO MACHINE SCREWS AND NUTS SECTION 0.023' JAMB /4 BARS CONT. PANEL THICXNESS .016' DOOR PIN 3/8'0 X 8' LONG ANCHOR BOLTS AT 24' 0.0. AT SIDE AND SAO( WALLS, 12' MAX 0.C. AT FRONT WALL ALTERNATE ANCHOR: HIL11 KWIK BOLT 11, 3/8'0 X 5' L0 CONCRETE ANCHOR W/ 2 1/2' EMBEDMENT. METRO DADE COUNTY ACCEPTANCE /93- 0224.04. 20' ANGLE 2' X 1 3/8' X 0.060' SECTION 6 X 8 — 10/10 WELDED WIRE MESH ALT. — /3 BARS AT 18' 0.C. EA. WAY WALL OR ROOF PANELS WALL OR ROOF CHANNELS 1' X 4' X .o23' SECTION — CHANNEL 4' X 1' X 0.028' — CHANNEL 2' X 1' X 0.023' "- -0.030' ZEE 2' THICK 00011 FLOOR FRAME (0.028') ROOF BEAMS L 1' X 1° x .026' BRACE AT ROOF BEAMS ONLY W/#10 MACHINE SCREWS di NUTS ROOF BEAM SECTION 2 ROWS #10 X 7/16' MACH. SCREWS AT 8' ON CENTER ( 0 SCP.EWS PER PANEL) (6 2/10X1 ° ) /10X1/2') L 7/8' 1 1/13' X .028' /10 X 1/2' SCREW L 1 7/8' X 1 1/4' X .028' WALL ANGLE SECTION T VERTICAL ANGLE TO GABLE PANEL RETURN BOLT VERTICAL ANGLE TO GABLE PANEL RETURN LE .018' THICK SECTION 0 MACHINE SCREWS fi0 MACHINE SCREWS ( TOTAL) SECTION /10 MACHINE SCREW 110 SCREWS WITH NUT (8 PER PANEL) WALL FANEL WALL PANEL NUT FLOOR FRAME (0.0281 3/8'0 ANCHOR BOLTS (SEE FOUNDATION PLAN AND SECTION FOR REQUIREMENTS) ALTERNATE ANCHOR: 3/8'0 HILT' CONCRETE ANCHOR. CUT INSIDE FLANGE AT CORNER WALL CHANNEL CORNER CONNECTION SECTION APPROVED AS COMPLYING WITU NF. SOUTH F IDA BUILDING CODE DATF F ; T BY PROD C NT u 3UiLDING CODE COMPLIANCE OFt'r",E CCEPTPJ CE NO 4g -0!/3' d _] 17 ( f ) 1 .i, /c of -.* i n e s. 7 r CHANNEL /10 X 1/2' SCREWS 18 EA PANEL /10 X 7/18 MACHINE SCREW W/ NUT 2 EA PANEL /10 X 1' SCREWS AT CORNERS OF PANEL 023' m DOOR ELEVATION HINGE (TYP 2 PLACES) 2 X 1 CHANNEL 0.023' THICK (TYPICAL) PANEL WIDTH VARIES TYPICAL PANEL FASTENER ELEVATION 9 19/32' TYP 0.030' ZEE 2 X 1' X 0.02.3' CHAN 0.016' DOOR SKIN FINISH GRADE 0 SECTION 8' REF 28 3/4' 1 1/4' TYPICAL WALL PANEL NOTE: PANEL WIDTH VARIES 4' X 1 1/2' X 0.060' CHANNEL HINGES (2 TOTAL) WITH 6 — 3/16' FLAT HO MACHINE SCREWS AND NUTS SECTION 0.023' JAMB /4 BARS CONT. PANEL THICXNESS .016' DOOR PIN 3/8'0 X 8' LONG ANCHOR BOLTS AT 24' 0.0. AT SIDE AND SAO( WALLS, 12' MAX 0.C. AT FRONT WALL ALTERNATE ANCHOR: HIL11 KWIK BOLT 11, 3/8'0 X 5' L0 CONCRETE ANCHOR W/ 2 1/2' EMBEDMENT. METRO DADE COUNTY ACCEPTANCE /93- 0224.04. 20' ANGLE 2' X 1 3/8' X 0.060' SECTION 6 X 8 — 10/10 WELDED WIRE MESH ALT. — /3 BARS AT 18' 0.C. EA. WAY WALL OR ROOF PANELS WALL OR ROOF CHANNELS 1' X 4' X .o23' SECTION — CHANNEL 4' X 1' X 0.028' — CHANNEL 2' X 1' X 0.023' "- -0.030' ZEE 2' THICK 00011 FLOOR FRAME (0.028') ROOF BEAMS L 1' X 1° x .026' BRACE AT ROOF BEAMS ONLY W/#10 MACHINE SCREWS di NUTS ROOF BEAM SECTION 2 ROWS #10 X 7/16' MACH. SCREWS AT 8' ON CENTER ( 0 SCP.EWS PER PANEL) (6 2/10X1 ° ) /10X1/2') L 7/8' 1 1/13' X .028' /10 X 1/2' SCREW L 1 7/8' X 1 1/4' X .028' WALL ANGLE SECTION T VERTICAL ANGLE TO GABLE PANEL RETURN BOLT VERTICAL ANGLE TO GABLE PANEL RETURN LE .018' THICK SECTION 0 MACHINE SCREWS fi0 MACHINE SCREWS ( TOTAL) SECTION /10 MACHINE SCREW 110 SCREWS WITH NUT (8 PER PANEL) WALL FANEL WALL PANEL NUT FLOOR FRAME (0.0281 3/8'0 ANCHOR BOLTS (SEE FOUNDATION PLAN AND SECTION FOR REQUIREMENTS) ALTERNATE ANCHOR: 3/8'0 HILT' CONCRETE ANCHOR. CUT INSIDE FLANGE AT CORNER WALL CHANNEL CORNER CONNECTION SECTION APPROVED AS COMPLYING WITU NF. SOUTH F IDA BUILDING CODE DATF F ; T BY PROD C NT u 3UiLDING CODE COMPLIANCE OFt'r",E CCEPTPJ CE NO 4g -0!/3' d _] WALL PANEL COPE WEB NO. 10 SCREW DETAIL SECTION O 3 L 1 1/4" X 3' X 1 1/2" LONG X .034 WITH 4 - NO. 10 SCREWS 1' X 2.701' X 1.053' X .030" DOOR JAMB TRIM SECTION O S3 /10 x 1/2 SCREW TYPICAL NEAR SIDE AND FAR SIDE 4' X 1/2" CHANNEL (DOOR JAMB) L 1 1/4" X 3" X 1 1/2' LONG X .034 WI TH 4 - N0. 10 SCREWS FLOOR FRAME (.028") 1' X 2.701" X 1.053' X .030" DOOR JAMB TRIM FLOOR FRAME (.028 ") SECTION 2 X 1 X 0.023" CH ANN 0.016' DOOR SKIN DOOR JAMB TRIM SECTION 1' X 2. 701" X 1.053" X .030' N0. 10 X 1/2' SCREWS 5 AT SIDES AND 4 AT TOP AND BOTTOM NO. 10 X 1/2" SCREWS 5 AT EACH SIDE. 4' X 1/2" CHANNEL (DOOR JAMB) L 1 1/4' X 3' X 1 1/2" LONG X .034 WI TH 4 - N0. 10 SCREWS 10 NO. 10 X 7/16' MACH. SCREWS TOTAL N0. 10 SCREW .03G' ZEE ZEE D00R TRIM NOT SHOWN FOR CLARITY SECTION L 1 t /2" x 2 1/8' X .060 AT LEFT DOOR L 1 1/8" X 2' X .030' AT RICHT DOOR SECTION O S3 4" X 1' X .028 CHANNEL 2 X 1 X 0.023' CHANNEL 0.016" DOOR SKIN 2' X 1' X .023 CHANNEL NO. 10 SCREW NOTCH FOR DOOR JAM8 COPE WEB AS REQUIRED 4' X 1 1/2' X .060 CHANNEL SECTION O s3 .030' ZEE ZEE DOOR TRIM NOT SHOWN FOR CLARITY APPROVED AS COMPLYING WIT' ?E SOUTH FLORIDA BUILDING CODE D.4TF :, 98 BY PRO 0i',"tL .IV! 10 BUILDINC CODE COMPLIANCE OFF;«. \CCEPT NCE NO / / 3• o � .4 —J 1 7 -12-1111 NEV COMIC - MCC CITY q07J111E)In J 110 .G OA1! Mcrleo. er SMUT= SECTIONS & DETAILS We Man 6' X 5', 8' X 6', 8' X 8' & 10' X 8' UTILITY SHEDS =Ma ee ' ° 12 12 -12 -07 ARROW GROUP INDUSTRIES 1101 N. 4TH STREET BREESE, IL 62230 (618) 526 -4546 ^ J WALL PANEL COPE WEB NO. 10 SCREW DETAIL SECTION O 3 L 1 1/4" X 3' X 1 1/2" LONG X .034 WITH 4 - NO. 10 SCREWS 1' X 2.701' X 1.053' X .030" DOOR JAMB TRIM SECTION O S3 /10 x 1/2 SCREW TYPICAL NEAR SIDE AND FAR SIDE 4' X 1/2" CHANNEL (DOOR JAMB) L 1 1/4" X 3" X 1 1/2' LONG X .034 WI TH 4 - N0. 10 SCREWS FLOOR FRAME (.028") 1' X 2.701" X 1.053' X .030" DOOR JAMB TRIM FLOOR FRAME (.028 ") SECTION 2 X 1 X 0.023" CH ANN 0.016' DOOR SKIN DOOR JAMB TRIM SECTION 1' X 2. 701" X 1.053" X .030' N0. 10 X 1/2' SCREWS 5 AT SIDES AND 4 AT TOP AND BOTTOM NO. 10 X 1/2" SCREWS 5 AT EACH SIDE. 4' X 1/2" CHANNEL (DOOR JAMB) L 1 1/4' X 3' X 1 1/2" LONG X .034 WI TH 4 - N0. 10 SCREWS 10 NO. 10 X 7/16' MACH. SCREWS TOTAL N0. 10 SCREW .03G' ZEE ZEE D00R TRIM NOT SHOWN FOR CLARITY SECTION L 1 t /2" x 2 1/8' X .060 AT LEFT DOOR L 1 1/8" X 2' X .030' AT RICHT DOOR SECTION O S3 4" X 1' X .028 CHANNEL 2 X 1 X 0.023' CHANNEL 0.016" DOOR SKIN 2' X 1' X .023 CHANNEL NO. 10 SCREW NOTCH FOR DOOR JAM8 COPE WEB AS REQUIRED 4' X 1 1/2' X .060 CHANNEL SECTION O s3 .030' ZEE ZEE DOOR TRIM NOT SHOWN FOR CLARITY APPROVED AS COMPLYING WIT' ?E SOUTH FLORIDA BUILDING CODE D.4TF :, 98 BY PRO 0i',"tL .IV! 10 BUILDINC CODE COMPLIANCE OFF;«. \CCEPT NCE NO / / 3• o � .4 —J