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567 NE 96 St (14)CONTRACTOR Name / TTErS tin � / Te,O License No. e& o08 oO . /P 0 P 015 Address iA00 , f / C .a A., - 4*, per' F7/fi Telephone Fax 4-2 3 ,, .7, / Fax 01. Qualifier Name gar,/,...7 .57 Fliple /( TYPE OF MANAGEMENT (✓ ) New Construction License No. Enclosure Telephone Alteration Exterior +-" Repair Name /G A i 6 +/f. %0 / Alteration Interior Home Telephone 0 f 1 \ r 7 1 O 6 Ib e��� Demolish . Fax Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other ARCHITECT Name License No. Address Telephone Fax PROPERTY OWNER Name /G A i 6 +/f. %0 / Address Se, aJe % S i /64 Home Telephone 0 f 1 \ r 7 1 O 6 Ib e��� Business Telephone-7 S) b (f 1 . Fax 1 %MC INSTRUCTIONS - The following'steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: xlo / /1/E f‘ 5 �/04/ 9/e r-k Address Apt. City State Zip fJ Folio Number Description of Work ///)/ // /��1/49y/' r Z hate — /7�,1'° , Lot Block l Subdivision PB PG Zoning Linear Feet 0 a 6-6 O.S. Current Use of Property R45/04 Square Feet Units Floors Proposed Use of Property Value of Work 4 t 85a• U !.! Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE Chg. Contractor Renewal Revision Extension Supplement Reinspection ( ✓) PERMIT APPLICATION Master Permit No.EP 2 tj O C Subsidiary Permit No. Tax Assessed /Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 IMPOi1ZTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and /or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT'- Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner Print Name to and subscribed before me this ,I' • I /I'. - • o f p ot ary " blic SEAL: Angsla M Becker ‘„,,, „,,c19 C My Commission DD150048 Expire vember 15, 2006 Personally known OR, Produced Identification Type of Identification Produced: STATE ,k FLORIDA fl UNTY OF MIAMI -DADE Signature of Co tractor / Qualifie 41 Print Name Sworn to and subscribed before me this 2— /S/ day of , Signature of 1<raary Public - State of Florida SEAL: Personally known t) OR, Produced Identification Type of Identification Produced: . 07 Matt6y Giciar.sudin * ?ft *My Commission CC924038 •i„.R Expires April 02, 2004 PERMIT APPLICATION Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) O CONCURRENCY (New Construction) O OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary $ SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY ❑ PROOF OF OWNERSHIP (Attach) ❑ FIRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) O OTHER (Specify & Attach) PER'MI'T FEES $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE (sy.ft. = x /1000 x0.60) (0.005 /sy.ft.) (0.01 /sy.ft.) PERMIT APPLICATION O CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 4 U DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2 ' AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL TYPE QTY. TYPE I QTY. TYPE Q'TY. TYPE QTY. Minimum Fee TYPE Refrigeration, Tons Dryer A/C Central, Tons Outlet, Appliance Cooling Tower Service Repair Heating Strips, each A/C Central 1 -3 Ton Vent Hood, Cost Fan A/C Wall/Win. Tons Outlet, Wall Dryer Vents, Number of Service, Temporary Paint Booth A/C Central 4 -7 Ton Ventilation, Cost Fire Pump Air Handler, Tons Outlet, Switch Ductwork, Cost of Signs Piping, Flammable Liquid A/C Central 8-15 Ton Periodic Inspections Fixture - Fluorescent Barbecue Oven Fire Sprinkler System Space Heater (kw) Process/Pressure Piping A/C Central 16 -20 Ton Supply, AC Well Fixture Light Bath Fan- Vented, # Parking Lot Lights Fireplaces, Number of Spas /Hot Tubs Pressure Vessel A/C Central 20+ Ton Temporary Toilet Flood Lights Catch Basin Plugmold /Strip Gas - Propane Subfeeds, No. of Amps Pump, Re- circulate A/C Window Temporary Water Closet FPL - Load Central Clothes Washer Posts Gas Piping Swim Pool, Commercial Pump, Replace - Pool Air Conditioners Urinal Garbage Disposal Dental Chair Range /Range Top Grease Trap Swim Pool, Residential Pump, Sprinkler Chiller Utility - Sewer Generators, etc. Discharge Well Receptacles Ice Maker Switchboards Pump, Sump Clear Violations Utility - Water Heat Recovery Dishwasher Refrigerator, Comm. (p /PH) Indirect Wastes Temp Serv., Construction Relay Repair Compactor Vacuum Pump Low -volt, Burglar Disposal Refrigerator, Domestic Interceptor Temp for Test - 30 days Roof Inlet Deep Freezer Water Closet Low -volt, Fire Renew - Temp Service Septic Connection Demolition Low -volt, Intercom/Teleph. Repair Circuits Septic Tank Dishwasher Low -volt, Television Service, Number of Amps Sewer Connection MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons ZTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan- Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE ' Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. 'TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile /Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 4 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: VA't Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -932 Printed: 6/9/2003 Applicant: ANA BYRD Owner: BYRD ANA JOB ADDRESS: 567 NE 96 ST Contractor GUTTERS UNLIMITED Contractor's Address: DOING BUS IN DADE CO Local Phone: Parcel # 1132060171580 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 17 & 18 BLK 99 LOT SIZE Permit Status: APPROVED Permit Expiration: 12/6/2003 Construction Value: $852.00 __D Work: INSTALL RAIN GUTTERS AND DOWNSPOUTS P Ana Byrd Michael Byrd PL 305. 782 587 ?LE, -98th St. , Miami Shores, 11 38188 -2735 SOUTHT BANK MIAMI SHORES. FL Fees: Description Amount FEE2003 - 3473 Building Permit Application Fee $60.00 FEE2003 -3474 CCF $0.60 FEE2003 -3475 Notary Fee $5.00 Total Fees: $65.60 943/p1 9 � Building Permit 50,37 I DOLLARS 8 ,=,,. M. co Mat .ompliance with all ordinances and regulations pertaining thereto and in strict imi Shores Village. In accepting this permit I assume responisibility for all work BY: Page 1 of 1 Total Fees: $65.60 Total Receipts: $0.00 1 MIAMI SHORES VILLAGE � j � BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date - i : � Time Type Ins t Permit No. r Name Address 6 ) ' „ ' , Compan Phone # For Inspector:2i(/ / 0 _3' Name & Date Approved Correction Re- Insp'n Fee ❑ Phone: 305 - 795 -2204 Printed: 4/7/2003 Miami Shores Village 10050 NE 2nd Avenue Applicant: ANA Owner: BYRD JOB ADDRESS: 567 NE 96 j Contractor ( Local Phone: Parcel # 1132060171580 Fees: FEE2003 -2009 FEE2003 -2010 FEE2003 -2012 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 17 & 18 Description Building Permit Application Fee CCF Notary Fee Total FPPC! 1) 0 cp 0 0 co a. 0 0 0 z Io Building Permit Permit Number: BP2003 542 0 co Contractor's Address: 0 BYRD ANA ST z ;\- Amount $60.00 $2.40 $5.00 4 ;7 An Page 1 of 1 BLK 99 LOT SIZE Total Fees: $67.40 Total Receipts: $0.00 ons. Re- inspection 63- 943/631 6 5019 $ 740/ ®®1406 T ;1': >! urr ;gm i'ULIUM5 OF IId5URAN DE LISTED ANY REQ4JWEMEA4T. TERM OR CONDITION MAY PERTAIN, THE gSURANCE AF FORDED LINTS SHOWN BELOW HAVE DEEM ISSUED TOME MOLD NAME07131/EtafrTHI b0. CY PE RIOD NDCATED. NOTWITHSTANDING OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY 5E 1650E0 OR BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH MAY HAVE BEEN REDUCED BY PAIDCWS. M Ig 1 TOLICIES.A0ORE0ATE I A LI PME O9 NIIMANa POLICY WIMP IMP 1 %WO �p Pp� Dl1��w 7IE AIS)DRY1 loaf 1 A $ ONN6IALUAD9alY ,R::OMMERCIAIOE am_ 1_ 40AL T Y , cl.mos Mica 54 VG.Wi /EIL 027000171 -01 -- 12/8/2002 12/9/2003 FACH OCCUR RENCE 8 300, 000 FISE OAHA;E4rr,yGxt.re) 8 SO, 000 /AGO EXP (My ono Dorton) 9 3 , 0 0 0 -- 6ENL — 1 J'ERSONAL a AD V b4Jl;RY 1300 , 000 - GENERA AGGREGATE S600,000 AGGREGATE LIMT APPLIES F q POLK' o n �[T n LOC PRODUCTS • CORP/OP AGO 9 300, 000 ALITOMOD\CLIAIXITY — _ ANY AUTO uLLONNED AUTOS SCREQJLEn Mrcnc HVIEOAUTOS NON -OMNED AUTOS C0M816ED SINGLE L!MiT 8 E. accident) , pppo, NJ �N F..Pttn) IN �tiM Y FROM TT DAMAGE 1 gage worn) GAUGE Luanne AN Y AUTO AUTO C011 • EA ACCIDENT 1 OTHER THAN P� ACC 8 AUTO Mir- .030 t I8CU$ LIAMLItT occua CUJMS MME moue T ISLE RETCNiIDN 9 ' EACH OCCURRENCE 8 AGGREGATE 8 9 t 8 RIONCER 88 UA IMATION ARD 9J11PL oyur WDILT 1 r09 •7 bnrts l E 1. EACH ACOD@aT 8 E L DIS ASE- CAEMhCYC! 9 EL 3S A$E- POLCrLIMIT 9 0711B1i 1 DE91IIM910N OF COIDUROWAR.00 Garage door installation. ADR@D pY 12d008 ICKIVRd9PEC AL PR0M90O00 A pr 04 03 10:32a • . •. • Rlchc N ►mbar. ACRD CERTIFICATE OF LI I I3 JR4NjE P AMA Inaarance Consultants, Tao. • . IStERTIFICAT@ 1199tUED AS A MATTER OF INFORMATION 925 Sonth•Teat. 122 Avenue ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE admit, J'lo)rlda 83384 HOLDER. TAW CERTIFICATE DOES NOT AMEND, EXTEND OR • ALTER VIE COVEReGEMORDED BY THE POLICIES BELOW. • • • • • • • • • • • • • • 58&V5 AFFORDING COVERAGE ••• • • ••• • • • NNIRED COVER (305)485 -1113 Advanced Garage Door P.O. Son 173466 RialaaA, R 33015 Tesuaca a NSURFR C •• • Asupellr C. •• ••• •• • • I- •---rte . • • • • 19SURER4: • • • • • • CANCELLATION �4.O AwIor AOOW onenglEC PCL 4 CR0 DECANCELLED OEroRE THE EAPORATTO!l DAT1 T'11ERVIOP. The ML8NO MUAIR* 991.1 EN0MAYOR TO MAR 30 DAYO VWITT5N MOTILE TO THE CER1PKATs HOLDER NAMED TO THE LEFT, DLR PAILURE TO DO 00 SHALL RIME NO 08LUOATI ON OR LARIAT! OP ANY I(ND UPON TM IMURAR IT* A owe OR AUTW)Qg0D R1ORBQBN WM 954 -322 -1160 p. CATS IMMIODAW) 12/23/2002 ala�ca w 0 ACORO CORPORATION 19 • • ••• • • • •.. •• •. • • • •• •• • • • • • • • • • • • • • • .. • • • • • • • • • • • • • PER] UIT APPLICATION FORZVITAMI SHORES VILLAGE e / 10050 N.E. 2nd Avenue • Miami Shore`s, Ft9ri'da 33138 • Phone: 305 -795 -2204 • Fax: 305- 756 -8972 �4 • • • • • • • • ate : /64/63 Job Address St 7 /tic' /� �� • _ • • _ q'a; Fel;4 • • • • • • • • Legal Description Historically Designated: Yes No •. • • • •• ••• .• • Owner /Lessee/Tenet • • • • • • •Mdstei.Permet • "(din er's 7 / �h .. • • • •• ••• `(wner's Address S' / /VE 9 6' 4. Phone • C so- -) n.7 - •90 o trad c. 7 : ) ing Co. R vet 6a � • 4 1.17O (-- Address 33 33 SO -2s S M14;.yl; Qualifier SS# Phone State # Municipal # Competency # Ins. Co. (7103' 3 4724 ), -43 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 ORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): WORK DESCRIPTION: Pep ELECTRICAL PLUMBING MECHANICAL ROOFING e t _ C - P ro r/I + 4- r cQ r da9ce !/1e2_ ' Square Ft. Estimated Cost value 6o 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). 1 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. 04704 /03 Date Signature of Contractor or Owner Builder Date Notary as to Contractor or Owner Builder Date My Commission Expires Condo 'rest s ent Angela M Becker e My Commission D0150048 t / o d t Expires ovember 15, 2008 �/ FEES: PERM;'I r RADON C.C.F APPROVED: Zoning Building J Mechanical Plumbing Structural Engineer v NOTAR 0 v BOND TOTAL,D) � o MI ADE r • • • •• • • • • • • • • • • • • PRODUCT CONTROL NOTLC•E:OF AOCLPTANCE • • • 1 • • • • -• • • DAB Door Company, Inc. ••; • • . • ••• • • . . ; • CONTRACTOR LICENSING SEC 12195 NW 98 Avenue " - (3 0:) 37; -2;27 FAN (305) 375 -25: Hialeah Gardens ,FL 33018 • • • • • • • ••• • • cox ritACroit ENFORCEMENT UIVISIO • • • 1 • • • • • (305) 375 -2966 FAX (305) 375 -29( • ••• • • • • • • • • • • • • •• • • • • • ° • • • • • PRODUCT CONTROL. I)IYISIO • • • • • • • ••• • • (305) 375 -2902 FAX (305) 372 -631 Your application for Notice of Acceptance (NOA) of: Residential Steel Overhead Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types o 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 NOA shall not be valid after the expiration date stated berocir BCCO reserves the right to secure thi product or material at any time from a jobsite or manufacture'r plant for quality control testing. if thi product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend th use of such product or material immediately. BCCO reserves the right to revoke this approval, if it i determined by BCCO that this product or material fails to meet the requirements of the South Florid Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1121.01 EXPIRES: 02/22/2006 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COi`1NIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildins Code and Product Review Committee to be used in Miami -Dade County. Florida under the condition sc forth above. APPROVED: 02 /22/2001 \ \s0450001\pc2000 \ \cemplaces \nonce accepunce cover page.doc • • • • ••• • • • •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• M(AMI -DADE CC;JNTY, FLORID. METRO -DADE FLAGLER BUILDINt BUILDING CODE COMPLIANCE OFFIC IETRO -DADS FLAGLER t3UILDIX 140 WEST FLAGLER STREET. SUITE 16e `IIA\•11. FLORIDA 33130 -156 (305) 375 -2901 FAX (305) 375 -290 Raul Rodriguez Chief Product Control Division ;, e at k Francisco J. Quintana, R.A. Director Miami -Dade County Buildinu Code Compliance Office Internet mail address: postmaster @buildingcodconlind.co Homcpage: htto: / /%%ssw.buildingcodconlinc.eonl DAB Door Company, Inc. • ... • • .. • • • • • • • • • • • • • • • • • • ..11 • • NOTkC,E.O1 pGEpTaNGE: ... • • ... • • .. • .... • 4. INSTALLATION 4.1 The sectional steel garage door approved drawings. 4.2 The installation of this door does 4.3 Units ■vith dimensions equal to under this approval • • ••• .. .. • • • • • • • • • • • • • ... ACCEPTANCE No.: 00 1121.01 APPROVED: FEB 2 2 2001 EXPIRES: FFR 2 2 2`.06 SPECIFIC CONDITIONS 1. SCOPE This approves a sectional sjeel.gara e dwr IA; -2" wide x 6' -6" through 16' -0" high, as described in Se 2 of this Notice of \ccralalce (NOS, designed to comply with the South Florida Building Code, Edition for Miami Dalle:Cbubty. Cod (e locations where the pressure requirements, as determined by S. Chapter 23, do not exceed the bestgn Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The DAB Sectional Garage Door Model 824 and its components shall be constructed in strict compl. with the following documents: Drawing No. 00 -18, titled "Sectional Residential Garage Door" prepare AI- Farooq Corporation, drawn on 08/24 /00, with last revision on 01/29/01, sheet 1 through 3 of 3. They the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number approval date by the Miami -Dade County Product Control..Bivision. These documents shall hereinafte referred to as the approved drawings. .r 3. LIMITATIONS This-approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 month four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmatior that the specimens were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 34,000 psi or morc shall be used to make door panels for Dade County under this Notice of Acceptance. and its components shall be installed in strict compliance with- not require a hurricane protection system. or smaller than those shown in the approved drawing shall qu 5. LABELING Each door shall bear a permanent label with the manufacturer's name or logo. city, state and 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 G.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this NOA, clk 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 ( (SFBC) in order to properly evaluate the installation of this systcm. Candido Font, PE. Sr. Product Control Exami Product Control Division DAB Door Company, Inc. a. b. c. d. • •• •. . • • • • • • • • •• • • • • . ••• • . • • • • • ••• •• •• • • ••• • • • • • • • • ••• This Notice of Acccptancc consists of pages I, 2 and this last page 3. END OF TI ACCEPTANCE 3 ACCEPTANCE No.: 00- 11_1.01 APPROVED: FEB 9 ? 2001 EXPIRES: FEB 2 2 2006 NOTICE Oe' SPECIFIC CONDITIONS • .. .... • • • I. Renewal of this Acceptaraco(ap�ro+Ya.1) shall AL" considered after a renewal application has been tiled anc original submitted documents, including test supporting data, engineering documents, are no older than e (8) years. ?. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, anc following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: There has been a change in the South Florida Buildtg and the product is not in compliance with the code chang The product is no longer the same product (identical) as If the Acceptance holder has not complied with all the correct installation of the product. The engineer, who originally prepared, signed and submitted, is no longer practicing the engineering proles 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, for purposes. Code affecting the evaluation of this pro, es. the one originally approved. requirements of this acceptance, includiniz sealed the required documentation initi sion. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatic. be cause for termination of this Acceptance, unless prior written approval has been requested (through filing of a revision application with appropriate fee) and granted by this office. sales, advertising or any o' The Notice of Acceptance number preceded by the words iMliain -Dade County, Florida, and followed by expiration date may be displayed in advertising literature. If anv portion of the Notice of Acccptanc displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies. shall provided to the user'by the manufacturer or its distributors and shall he available for inspection at the job at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall he cause for termination and removal Acccptancc. Candido Font. PE. Sr. Product Control Examir Product Control Division M !•A M FDAOE PRODUCT CONTROL NOT[ €L prA 0;AN'C DAB Door Company, Inc. ' 12195 NW 98 Avenue I Gardens ,FL 33018 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0620.08 EXPIRES: 10/04/2006 APPROVED: 10/04/2001 1 \ 104 S 0 001 \pc2000 \\cemplaces\nocice acceptance cover page.doc Internet mail address: postmaster @buil(lingcodconlinc.com MIAMI -DADE COUNTY. FLORIDA • . ••• • • • ••. METRO -DAD[ FLAGLER BUILDING • • • • ••• • • • • • • • • • t,l,\,NCE OFFICE IC • • ••• • ••• N l L \( ;I.IiI(I BUILDING BUILDING CODE CO, \11' • • 1.11) WEST I'I.A(il.l:l( STREET. `111;11'. 1603 ••• hilA�•II. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 (:ONTR4Cr(ll 1.I(:F:NSIN(. SECTION (305) 375 -2527 FAX (305) 375 -2558 • • •• • • • • • • • • • • CON'I I(: \( "I'OIt F:NI QR( :1:JIF:N'I' I)1 \'ISI <)\ • • • • • (305) 375 -2966 FAX (305) 375 -2908 • • ••o • • ••• • • • • • •• • • • • • • • • • • ff • • •. • • • 1'It01)UCI' CO,YI'1tot. DI VISION Your application for Notice of Acceptance (NOA) of: (305) 375-2902 FAX (305) 372-6339 Sectional Residential Garage Door 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 NOA shall not be valid after the expiration date stated below. CCO reserves the right to secure this product or material at any time 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 by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguc Chid Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS 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 Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Officc lionicpagc: http : / /www.huildingcodconlinc.com • DAB Door Company, Inc. • • • •• • • • • • • • • • • • • •• • • • • • • • ••• • . . • ACCEPTANCE NO: 0 1- 0620.08 • • • • • • • • • • ••• • • • • ••• • ..• • • ..... • • • • • • . . • . APPROvEI):. OCT 0.4 KOI •• EXPIRES: OCT 0 it 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS •. • • • •• ••• •• 1. SCOPE •• • • • 1.1 This approves a Sectional Swe Adot:ad8seri6cd it: Section 2 of this Notice of Acceptance. And it is designed to comply with the South Flor a Building Code, 1994 Edition for Miami -D {dc County (SFBCC) 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 2.1 The DAB 9'wide Sectional Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -05, titled "Sectional Residential Garage Door" prepared by Al- Farooq Corporation, dated 01/19/01 with latest revision on 07/1 1/01, SheeF-t°fo 3 of 3. It bears the Miami,.pade Count: Product Control Approval stamp with the Notice of Acceptance metber and approval date by Miami -Dade Product Control Division. These documents shall hereinafter be referred.to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under this approval, as long as all components are exactly as described in this approval. 3.2 This approval requires the manufacturer to do testing of all coils used to fabricate door panes under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E 8 by a Dade County Approved Laboratory selected and paid by the manufacturer. Every 3 months, 4 times a year the manufacturer shall mail to this'office a copy of the Test Reports with confirmation that the specimens were selected from coils at thc manufacturer's production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 39,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. • 4. INSTALLATION 4.1 The Sectional Door and its components shall be constructed in strict compliance with thc approved drawings. 4.2 The installation of this door does not require a Hurricane Protection System 5. LABELING: 5.1 Each door 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 6.1 Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, including two copies of the approved drawings as Identified' i n Section 2. 6.1.2 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of this system. Candido Font, PE, Sr. Product Control Examine; Product Control Division -2- DAB Door Company, line. • .. • • • • : • • • • • .. • • •• •• . • • ••• • • • • • • • • • • • • • ••• . • • ... ... ... •• •• • • .. • • ACCEPTANCE NO: 0 1- 0620.08 APPROVED: OCT 0 4 2001 .. • • . • • Fx.plizEs: OCT. 4 2006 NOTICE OF ACCEPTANCE S'T'ANDARD CONDITIONS .. • • • •• ••• •• • • 1. Renewal of this Acceptance (apprpvat) sra11 be cot sick dd'ai'tc:r a renewal application has been filed and the origin; submitted documentation, 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 affectirlg.thc evaluation of this product and the produ is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; - c) lithe 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 long 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. S.` Any of the following shall also bc 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 purpose. G. 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. I f any portion of the Notice of Acceptance is displayer' 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 the user by the manufacturer or its distributors and shall bc available for inspection at the job site at all time. The engineer need 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. Candido Font, PE, Sr. Product Control I:xanrinc Product Control Division END OF TI•IIS ACCEPTANCE . -3- DOOR • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3R0 4TH 5TH 81 • • 82•; • 13 • ' • B3 : • 85 B6 87 88 HEIGHT 6' -0" 18" 18 18" 18" N/A 1" • 1 1 -3r;" • ..` : :31': •t5" 56" 67 ". - 6' -6" 21" 18" 1(721" N/A 1 .1� -3j . 2i3 34 • 4& 56" 67" - 7•- p 21" 21" 21 21" N/A 1° 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4 J 31 CAST ALUM. CABLE DRUM HORIZ. TRACK SUPPORT AS REQO. Co III I f oRTTRACK LENGTH OPENING HEIGHT o o • • • �i • • • • L 11 m MAION OOR ppE}NWG SHALL BE FRAMED SOLID '1 (3)2X6 PRESSURE TREATED GRADE 2 Coin. FROM FOOTING TO TIE BEAM. CM3NN1r.T10N TO MASONRY ' SEcuRED .y 1TH TRACK BRACKETS TO TF .. .; 00 JAMBS WHICH SHALL 3 i .;REINFORCED MASONRY j > - ►. , W/ 1/4" TAPCONS :,a1 Ali, $PAL 1F 0.C. 3/4 " MIN. 12" 0.C. L OBIS SOL BE GROUT FILL.Eo AND Ili rpm 5 BARS EXTENDING INTO t? 5 ALL BARS SHALL BE {0 M TIE B EA gs TO FOOTING. L QL9 BY OTHFRS • DOOR q+SP I r•n • • • • • • • • • • • • • ••• • • • • • 000 • • • • • I• 1 I 12 ` • ••• • • •- SECTIONS • " • • • • • • • • • • • • ••• • • FOR DOORS MORE THAN 8 FT. HIGH, USE ADDm0NAL TOP BRACKETS AT 10' 0.C. 14 GA. GALV. STEEL TRACK 2` X 3 -1/2' X 12 GA. TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH 'ONE 1/4" BOLTS & NUTS. 1 - 1 /2 STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4" 4 HEX HEAD M.S. & LOCK NUT 0 12" 0.C. 1 1/4" X 2 -1/2 X 14 CA CON1T. STEEL ANGLE • MIN. EDGE DISTANCE 1YP;GnL 2 X 3" X .102" GALV. SILEL FLAT BRACKETS AT ±12' 0.C. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTERNATE TRACK INSTALLATION( Env: DR. HUMAYOUN FAROOQ STRUCTURES FU. PE 1 16557 db Ab SLEEVE ANCHOR SPACING ANCHOR 5/16' 3/8" STRUCTURE BLOCK CONC. BLOCK CONC. EMBED 1 -1/4" 1 -144' 1 -1/4' 1 -1/4' SPACING 10" 10" 12 14" CONC a MIN. 3000 PSI SEP 0 4 2001 1/4 -20 SS BOLT & NUT AT 12" O.C. 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED / TO TRAC K PLATES Sl0 (2 L/ AMS. & X L / OCK NUTS HD. ASPTCiD M COIdPLTi1SG WITH THE SOUTH FLORIDA BUILDING CODE DATE OCT 1 11 PRODUCT " DIYISIOH I'.UILDING CODE COMPLIANCE OFFICE ACCEPTANCE Ho.OA 0626.0? ) ) co O t') Q Z L• (n -- co w (f) o I 0_ ID O z In c = o CI c l� t drawing no. 01 -05 (sheet 3 of 3 CC 0 • I N CC 0 ao 0 GI POP RIVETS • 089' CAL.% •srt i A9JU6TAIBl£ • • • SUDE 4A3TENED •TO a IT • w/ 5 16 -4 X /ti i X M. SCREWS 4c 444n. • • • • ••• SECTIQN A -A • • • • • • • • • ••• • • ••• • • • HORIZONTAL rEINFCIVEMENC • • • • 1/2" X 1 -3/4' X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTTCA, ST111 l (2) 3 ,416� ROP•R • • o• • •o • • • • 2 -7/8' �( >a -U /2. Y• 3. o GALV. 'STEEr • • • ... . • TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) 1 14 X 5/8' S.M.S. 16 GA. X 2 -1/4" X 2' GALV. STEEL U.BAR REINFORCING TRUSS 0 CENTER OF TOP SECTION TRUSS FASTENED TO ALL VERTICAL. STILES W/ TWO 1 14 X 5/8' HORIZONTAL REINFORCEMENT 1/2' X 1.3/4' X .059' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 1.82" DIA. X .50' ROLLERS W/ .44 DR. X 4 -1/4' STEM 5/16' MEETING RIB QPAL.. INSUUnoNS BY 'APACHE PRODUCTS Co' EPS- EXPANOEO POLYSTYRENE OMIT!' - 1.07 PCF N.O.A. 1 98- 0904.04 OR ISO -25 POLY - ISOCYANURATE DENSITY - 2.0 PCF N.O.A. 1 98- 0904.03 14 Gil GALV. STEEL ROLLER HINGES FASTENED W/ (4) 1 14 X 5/8' SIAS 12 GA. GALV. STEEL BOTTOm wX BRACKET 5/8" US / (4) 11 • • • • • ••• MIN. .024' ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH - 39 KSI WITH PRIMER AND BAKED -ON POL.YSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL B0TT0:.1 SEAL _058 ALUM P1.TE WTTTS 1/8' X 1' S.U.S. 0 48 0 C AND RUBBER WEATHERSTRIPPING 5/16' X 1 -5/8' LAO SCREWS UNTO 5/18' SIE VE W00D ANptoRs OR WTTH 1 -1 /4' E148E0 INTO WASONRY 3 PER BRACKET 2 -1 /2 X 4 -1/4' x 0.1' STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X .089" ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS 16 GA. X 2-1/4" X 2 GALV. STEEL U.BAR REINFORCING MSS 0 80TJ01.1 OF BOTTOM SECTION TRUSS FASTENED TO ALL VERTICAL STILES TWO 114 X 5/8' S.M.S. 0 W x 0 z_ 0. 0 w x rr 0 0 0 co m m in m m TRACK CONFI( WOOD FRAME STUD WAILS OR BY NOT LESS 7: OR BETTER WOO STUD WALLS TO WOOD BUCK TRACK �e BE ANCHORED'. BLACK wALL WITH'1 -3/4 E OR 3/8 ow E EMBED AND A THE BLOCK WAI REINFORCED Yrt FOOTING AND 11 CONTINUOUS r EE L PARAn POP RIVETS 7 -1/2' X .071 "_ END ROLLER HINGE 3/4' X 2" X 2 -1/2' X .049' STEEL END STILE. CONNECT TO PANELS WITH FLAPS AND (4) 3/16" ALUM RIVETS SEE DETAIL ABOVE 3 -3/4 MIN. E DISTANCE �-►1 3/ ••. • • .. • • • • • • • • ... • ... • • • • • • • • • J • ... • • . • • •. •. • • • • • • ... • • • • • • • • • • • 2•• e• STEEL PANEL • • • • ••. • • .•. • • • • • • • • • • • • • FLAPS BENT OVER PANEL •. •.• •. • • • . • • • • • • • • .. 000 . • • • • • 1/2" PUNCHED HOLES 0 4" O.C. 5/16' HILT1 SLEEVE ANCHORS OR EQUAL - 1 -1/2' LAIN. EMBED INTO MASONRY 1 PER BRACKET 1/4 -20 SS BOLT & NUT 1.82" DIA X .50" ROLLERS W/ .44 DIA. X 4 - 1 /4" STEM Espy. DR. HUL AYOUN FAR000 sTRucituRcs FLA. PE ( 16557 SO 0 4 2001 END STILE 2 Z W Noi 0 E-+ c6 a N 0t M ' QQ c ' a. C4 .k 0 n a z ) a Oa o 0 cis PI 44 Q obi o 0 0 0 w C9 1 0 U) w Q Z 0 <n AFP.'.O tU AS LOAN111.10 WITH ME SOUTH FLORIDA BUIt01RG CODE GATE OCT 0 I I. Cl.•ri `� PkODUCT CONTROL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE MOD / 20.0 03 0 M W. M Q Z aOw tO X0)0 1 Ozi , in QQ O p • II r—• O 1 Crowing no. 01 -05 (sheet 2 of 3 ) OPTIONAL STOP MOULDING BY DOOR INSTALLER STEEL. TRACK BRACKET FASTENED TO W000 JAMB WITH ONE 5/16 X 1 -5/8" LAC SCREW SOUTHERN PINE 0.55 S.G. 1/2' MAX. 1.9' X 2.19' X 3.3 X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2 -1/8" X 1 X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES 8° W/ 1/4-20 X 5 TRUSS HD. SLOTTED M.S. & LOCK NUT • • • • • 000 • • • • is • • ••• • • ••• • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • 000 • • • • • • • • • • • • 000 • • • • • • •.• • • • • •• • • • u • • •• • • • • • • • • • • • •• • 1 • • • ••• •• _ 114 X 5/8' SMS 4 PER HINGE 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT • • 1/2" X 1 -3/4" X .059' FORMED STEEL — GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RNETS 0 12" 0.0. 1 -7/8° X 2 -5/8 X .045 CENTER STILE. CLUED AND TO PANEL W/ (4) 3/16' R _ /14 X 5/8 S. 4/ HINGE 7 -1 /2" X .071' GALV. STEEL CENTER HINGE SECTION B -B INTERIOR SIDE 3TH SIDES) .MS TO JRS z 03 zW P ( ' 3 I4 8 Orr O v, •r U o: N I 0 o Z M o Q 03 O N N tp N N 0 0o M 0 M Q 1- N m u ) Z o7 W n ( �O 1 O • 6 0 • z o W = p sheet 1 of 3 1 � e OPTIONAL VENT MAXIMUM OPENING AREA 120 SQ. IN. MAX. DOOR WIDTH 9 -4 • • • ... • .. ... .. I . • • • • GENERAL NOTES THIS STRUCTURE IS DESIGNED AS .PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR E COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7-88 USING C USING LOADS. ANCHORS SHAD. BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WAIL DRESSING OR STUCCO. ALL .BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN , THESE Dams ARE NOT PART OF THIS APPROVAL . • • OPTIONAL FLUSH FACE WOOD GRAIN DESIGN INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR • • • Engr. DR. HUUAYOUN FAROOQ SRRUC1URES FLA. PE 1 16557 SEP 0 4 ?00 0 a 0 O O O e: 0 0 N z 0 vi r O • 0 0 O DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 62.0 PSF - 70.0 PSF APPROVED AS COMPLYING WITH TH SOUTH tkt JDt f IIIQ S1CODE DATE uu�6 L BY e .��.. - _ PRODUCT CIYISION BUILDING CODE COMPLIANCE OFFI ACCEPTANCE 1(0.0/ I, DOOR HEIGHT CONSISTS OF 6' -6' 2. SECTIONS 18' 2 SECTIONS 21' 6' -9' 1 SECTION 18' 3 SECTIONS 21' 7' 4 SECTIONS 21' - r -3- - — 7' -6' 5 SECTIONS 18' - __7' 9- 4 SECTIONS 18' 1 SECTION 21• 8• 3 SECTIONS 18' 2 SECTIONS 21' 8' -3' 2 SECTIONS 18' 3 SECTIONS 21' 8' -6' 1 SECTION 18' 4 SECTIONS 21' 8' -9' 5 SECTIONS 21' — 9' 6 SECTIONS 18' — 9: -3' 5 SECTIONS 18' 1 SECTION 21' 9' -6' 4 SECTIONS 18' 2 SECTIONS 21' 9' -9' 3 SECTIONS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18' 4 SECTIONS 21' 10' -3' 1 SECTION 18' 5 SECTIONS 21' 10' -6' 6 SECTIONS 21' — 10' -9' 8 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 18' 2 SECTIONS 21' 11' -3' 4 SECTIONS 18' 1 SECTIONS 21' • 11' -6' 3 SECTIONS 18' 4 SECTIONS' 21` 11' -9' 2 SWOONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21' 12' -3' 7 SEC *DAIS 21' - 12•-6' 11. SECTIONS 18' 2 SECTIONS 21' 12' -9' 5 SECTIONS . 187 3. SECTORS 21' 13' 4.SEC910NS 18. 4.SECIIONS 21' 13' -3' • . & TTAIONS! DT 5`: SEC11ONS 21' 13'4' 13' •9' : •14`3: 149"3' , :T', =' , 2 48' 1 i'SECTION 8' ? 8 1 6, SECTIONS 21' 7. SECTIONS 21' I. 8' • ;.._ 13 =" 21` 1 21' • •. s i! +fit :' - � 5 : '• � �• VIECTIONS "18'i'SOC11ouS 21' 14' =9' _ - 15' 3 SECTIONS 18 SECTIONS 21' 15' -3' 2 SECTIONS 16' 7 SECTIONS 21' 1 W-8' 1 SECTION 16' 6 SEC110NS 21' 15' -9' 9 LEMONS 21' — 16' 6 SECTIONS ir 4 SECTIONS 21' • • • • • • • • • • • • • • • •. •• • • • • • • • • • .•. • • • • • • • • • 1,.. • • • • •• • •.. • • ... • • • .. • • • • • • • • • • • • • • • • • • • • • • • . • 0 • • • 000 • - • •' • • • • • • . . . • . • • • • •• • • • • • •.• .. 7 -1 /2' X .071' GALV. STEEL ENO ROLLER HINGE w/ (4) (14 X 5/8' SUS LOCK 2/ DOOR 3' X 1 -1/2' X 6 - 1/2' X .1' STEEL FASTENED TO END STILE WITH (2) 114 X 3/4' SMS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICE —PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7 -1 2' X .071' GALV. STEEL CE HINGE w/ (4) 11 X 1/2" SMS SPRING LOADED SUDE BOLT LOCK (B FASTENED W/ (4) 114 X 1/2' S.M.S 5/8' MIN. 'LOCK ENGAGEMENT CONFO, SFBC 3603.2 REGARDING GARAGE 00' OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF 000R 12 GA. STEEL LOCK BAR GUIDES INSTALLED ON END ST1' 1. 2. 3. 4. DOOR HEIGHT • SECTION HEIGHTS 6 BRACK €E7 • CtMeNT6 .BS • • i :36: • 87 88 1ST 2ND 3RD 4TH 5TH 81 82 : B3 :84 6' - 0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" " 34" 45" 56" 67" - 6' - 6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7' 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" 7' - 6' 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1' 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 1 CAST ALUM. CABLE DRUM HORIZ. TRACK SUPPORT AS REDD: BY DOOR INSTALLER; • • 1• NORIZ. TRACK LENGTH a OPENING HEIGHT PLUS 12' • • • • VF(^TION TO MASONRY !RED WITH TRACK BRACKETS TO '6 WOOD JAMBS WHICH SHALL 41'ED REINFORCED MASONRY c0LUMN W/ 144" TAPCONS ft A SPACING F 8" O.C. EEYE ANCHORS, 1 -3/4" MIN. OF 12" 0.C. S SHAH BE GROUT FILLED AND R j 5 BARS EXTENDING INTO BEAMS. ALI BARS BEAMS TO FOOT NG.IL BE .IBI S BY Q11 5 • - SECTIONS ARE NUMBERED STARTING A THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" O.C. J 14 GA. GALV. STEEL TRACK 2" X 3-1/2" 12 GA. TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. 1 -1/2 OPENING SHALL BE FRAMED SOLID 2X6 PRESSURE TREATED GRADE 2 )S. NT. FROM FOOTING TO TIE BEAM. 1 STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1/4" m HEX HEAD M.S. & LOCK NUT ® 12" 0.C. 3" X 2' X 14 GA CONT. STEEL ANGLE 2" X 3' X 12 GA. STEEL FLAT BRACKETS 0 12" O.C. CONNECTED TO CONT. ANGLE W/ (3) 1/4" m SPOT WELDS Engr. DR. HUMAYOUN FAROOO STRUCTURES FLA. PE 1 16557 ... • • • •.• • • . •• •• • • • •• .• r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MIN. EDGE DISTANCE 3 -3/4' TYPICAL ALTERNATE TRACK INSTALLATION • • • • • • • • • • • • • • • • • • • • t HILT1 SLEEVE ANCHOR SPACING ANCHOR 5/16 3/8 STRUCTURE BLOCK EMBED - 1/4" SPACING 6' 6 7 -1/2' 9' 1 -1/4" 1 -1/4 CONC. BLOCK CONC. CONC.= MIN. 3000 PSI 2 -1/8' X 1" X 14 GA GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT APPROVED AS COMPLYING WITH IIUE SOUTH FLORIDA BUILDING CODE DATE 6z- ZZ - OV BY PRODU VISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO DD - //21GI f 1 O O 0 w C7 J 1— z w 0 N w Q Z 0 U w V) N 01 rn N 1) 0 0 0 w QD O K") w v) Q LL. U= Z N rn o O z� O _ to 6 � J Q 0 CV = N ,O r.i N c 0 4) 0 0. v lu 0 v 0 .c 8 N N ( drawing no. 00--1 8 • • • • • • • • • • • • • • • • • • • • 5/16" X 1 -5/8' LAG SCREWS INTO WOOD OR • • ••• • • 5/16' SLEEVE ANCHORS • • • • • • • • • • WITH 1-1 /4' EMBED INTO MASONRY 3 PER BRACKET 14 GA. GALV. STEEL ADJUSTABLE SURE F`ST Tp B Fj,ACK ET • • • • 411 W/ 5 ►6 -18 • X •3/•I' • +HEx HEAD • • M. S R 6t� • • • • • • 2 - X 4-1/4" X 13 G A. STEEL PLATES • • • • • • • • • • • V�ELDED TO 1 - 1 /2' X 1 -1 /2 X 14 GA. ANGLE WI • . • • • FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT do NUTS •• • • • •• ••• •• • • • • • • • • • 1 HORIZOMTN: ITT ;: • • • 1/2 L UED TO PA x 6 EEI / AND FliS7ER la TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 2 -3/4" X 5-1/2' X 3" X 12 GA. GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) j 14 X 5/8" S.M.S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X 16 GA. FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 1.81" DIA X 5" ROLLER SHAFT QPT10NAI INSUI ATION5 BY APACHE PRODUCTS CQ" EPS- EXPANDED POLYSTYRENE DENSITY - .1.07 PCF N.O.A. 1 98- 0904.04 OR 150 -25 POLY- ISOCYANURATE DENSITY - 2.0 PCF N.O.A. 1 98- 0904.03 14 GA. GALV. STEEL ROLLER HINGES FASTENED / W/ (6) d 14 X 5/8" SMS MIN. 24 GA ROLL FORMED STEEL PANEL DRAWING OUALTTY G -40 MIN. YIELD STRENGTH - 34 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) r 14 X 5/8" SMS U 2 41 0 2 W 2 U Z O wO O 1 J m / TRACK CONFIGURAT.ON WOOD FRAMEJ3U11 STUD WALLS OR DOOR / BY NOT LESS THAN (3 OR BETTER WOOD STUI STUD WALLS TO BE Cr WOOD BUCK CON( TRACK SHALL BE SECt PRESSURE TREATED 21 BE ANCHORED TO Gift BLOCK WALL OR COIic WITH 1 -3/4' tWBED OR 3/8" 01A. HTLTI Sl EMBED AND A SPACIN( THE BLOCK WALL Cal REINFORCED WT111 F0 FOOTING AND INTO T1F CONTINUOUS FROM RE PREPARATION OF 7 2 -1/4' X 2 GALV. STEEL U.BAR LNG TRUSS STENED TO VERTICAL INTERMEDIATE / 1WO j 14 X 5/8' S.M.S. 310 STILE / 14 X 3/4' SELF DRIWNG SCR. t 4GE TOP SECTION REINFORCING 3/4 X 2 X 2 -1/2 X 18 GA. STEEL END STILE 1 • 1 .82" DIA. ROLLER -' 3 -3/4 MIN. 1DGE DISTANCE] • 1 L 1 Engr. DR. HUMAYOUN FAR000 STRUCTURES FU.. PE ( 16557 • • • • • • • • •• • • • .. • • • • • • • • • 2:• k :TEE: PAN!l • • • ••• • • ••• • • • • • • • • • • • • • 0 • • i• • • • • ••• • f • I . 414 T O` R F ER AUtL •• ••• •• • • • .••• • /. • •• • • • ••••. • • •••..• pU}VCAEd HAES° © 4' 0.C. J 16 GA.X 2 -1/4' X 2' GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO O 14 X 5//8' S.M.S. AND TO END STILE W/ FOUR f 14 X 3/4' SELS DRIWNG SCR. 1/2" HILT1 SLEEVE ANCHORS OR EOUAL 1 -1/2' MIN. EMBED INTO MASONRY 1 PER BRACKET 0 f i APPROVED AS COt Pi IHG WITH THE SOUTH FLORIDA BUILDING CODE DATE b Z — Z. BY T C.O. 1,i1 DIVISION BUILDING CODE COMPLIANCE OFFICE ' HO.6O_1Ij2!. O O 0 W J w 0 in w -J a Z 0 p U w In c 0 0 0 N v 8 N 1 N O Jra 0 0 O c > drawing no. 00 -18 sheet 2 of 3 • •.• • 0 • • • • • • • • • • • • ••• o • • • o • • • • • 16 GA. X 2 -1/4' X 2' GALV. STEEL U. BAR REINFORCING • TRUSS 0 TOP OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO P 14 x 5 /tr S.M.S. • • • •• AND TO END STILE / • FOUR 6 14 X 3/4" SELT•QRILUt: �. • • • (2) 16 GA. X 2-1/4" X 2 GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO ( 14 X 5/8" S.M.S. / AND TO END STILE W/ FOUR f 14 X 3/4" SELF DRILLING S. ✓ 1ST SECTION (BOTTOM) / REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16" X 2 LAG SCREW SOUTHERN PINE 0.55 S.C. 1.9" X 2.19 X 3.3 X .090 / STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 2 -1/8" X 1' X 14•GA. • GALV. STEEL. TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8 TRUSS HD. SLOTTED M.S. & LOCK NUT BOTTOM SEAL .058 ALUM PLATE WITH 1/8 X 1 S.M.S. 0 48 0.C. AND RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING BY DOOR INSTALLER-7 i • • • • • 7/16' PUSHNUT INSTALLED ON ROLLER 'SHAFT c 2ND SECTION / REINFORCING 14 X 5/8" SMS 6 PER HINGE tArt") [f 16 GA. X 2 -1/4 X 2' GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO 1 14 X 5/8 S.M.S. AND TO ENO STILE W/ FOUR l 14 X 3/4" SELF DRIWNC SCR. / 1/2" X 1 -3/4" X 16 GA. FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH 3/16 POP Rr\'ETS C 12" 0.C. 1 -7/8" X 2 -5/8" X 18 GA. STEEI CENTER STILE 1/2' X 1 -3/4 X 16 GA_ OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL # 14 X 5/8" S.M.S. — 4/ HINGE 1 18 GA. GALV. STEEL CENTER HINGE J INTERIOR SIDE SECTION B -B I 16CA.X REINFOR( TRUSS Fa STILES W AND TO FOUR W/ L 1 �I- l• 1 INTERMEDIATE SECTIQ REINFORCING POP 1 ROLLER 1111 c 0 0 N d .0 in c 0 w 0 C u 0 0 t c 09 O r�) W r�) > . Q J ti Z ~ 1n — z fn co o 0 3� Q Z = in 6 7 J Q 0 g 1 u drawing no. 00. -18 ( sheet 1 of 3 1 .• x 12 Ga 1 � SELF DRIL LING SCREWS .ES i MAX. DOOR WIDTH 16' -2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR OPTIONAL FLUSH FACE WOOD GRAIN DESIGN ••• • • • ••• • • - • • •• •• • • • ••• • • • • • • • • • • • .6. • • • • ••• • • • • • • ••• • • ••• • •• • • • • • • • -� A • • . Ira YIIMMIN=MIIM :14 1 .1 rtv IL.J1 WO 11.3 : 41M11 II*111111 111111 111111 11111=1 WI 1 1 L A F GENERAL NOTES ri APPL(DVED GS COMPETING WITH THE SOUTH FLORIDA BUILDING CODE . DATE .0Z - 2Z_ D J BY PR "�'' DI?IS10 :I v b , BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 00 - //2 /.O / DAB DOOR MODEL 824 MAX. SIZE 16 WIDE X 16 -0" HIGH DESIGN PRESSURE RATING = + 56.0 PSF 64.0 PSF 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1934 EDITION FOR DADE COUNTY. ALSO FOR WINO ✓ LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL V 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL DOOR HEIGHT CONSISTS OF 6'-6" 2 =nous 18'( SECTIONS 21' 6'-9" 1 SECTION 18' SECTIONS 21' r 4 SECUONNS 21' 11 133 Y-3' - - r-s 5 SECTIONS 18' - r -9' 4 SECTIONS 18' 1 SECTION 21' 6' 3 SECTIONS 18" 2 SECTIONS 21' 8' -3' 2 SECTIONS 18' 3 SECTIONS 21" 8' -6" 1 SECTION 18' 4 SECTIONS 21' 8' -9' 5 SECTION 21' - 9' 6 SECTIONS 18" - 9' -3' 5 SECTIONS 18' 1 SECTION 21" 9' -6" 4 SECTIONS 18' 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21' 10' 2 SECTIONS 18' 4 SECTIONS 21' 10' -3' 1 SECTION 18' 5 SECTIONS 21' 10'-6' 6 SECTIONS 2r - iC-9' 6 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 1r 2 SECTIONS 21' 11' -3" 4 SECTIONS 18" 3 SECTIONS 21" 11' -6' 3 SECTIONS 18' 4 SECTIONS 21' It' -9° 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21" 12' -3' 7 SECTIONS 21' - I2' -6' 6 SECTIONS 18' 2 SECTIONS 21' 12' -9" 5 SECTORS 18' 3 SECTIONS 21" 13' 4 SECTIONS ir 4 SECTIONS 21" W -3" 3 SECTIONS 18' 5 SECTIONS 21" 113%4" .:,: 2SECRONS_.18o 6..SECiIONS 21' 1 9 :a 1•-•:w • A#8' '?SE7fTIONSz.21" ,.., r 8 „ :.., m1;�s. <•;.; - - 5 18r 'I'SE>CTIONS 21' 14'-9' 4 SECTIONS 1r s SEICiiONS 21' 15' 3 SECTONS 18 SECTIONS 2r 1S -3' 2 SECTIONS 18' 7 SECTIONS 21' 1r-6" 1 SECTION 18' 8 SECTIONS 21' 1'.!~9' 9 SECTIONS 21' - 16' 6 SECTIONNS 18 4 SECTIONS 21' ..11111• 00 0A 8 CENTER STILES SEE SCH. 'A' LOCK 4" : : . :.. 2/ DOOM • • 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICE -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR . • • • ... • • ••. • . •. • . • . • • .. .. • • • • • • • • ... • • • / W/ (6 / 14 X 5 / 8 " SITS • • • • 1 • • ••• • • • 7 - ' ° X & • c.-v:/E4 • CE HINGE • • • • • • • ,/ W/ (4) If 14X' 1/2" •SMS • • .•. •• • • • • • • • .. .• • .• .. • • - .•• .• SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (6) f 14 X 1/2' S.M.S. / 5/8' MN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS OUTSIDE HANDLE CENTER STILE 7" X 3" X 12 GA. / STEEL PLATE WITH (4) 11 X 3/4' SELF DRIWNG SCREWS OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN CENTER STILES 8'-0" • TO 9' -0 DOOR WIDTHS . (0-1!..41)- 11 -10 DOOR: WIDTHS' ®®1 12'-0' TO 13' -10" DOOR WIDTHS 1 LOCK BAR GUIDES / INSTALLED ON END S11LE .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR CENTER STILES DOOR WIDTHS 8' -0" TO 9' -0' 9' -1' TO 11' -10' 12'-0' TO 13' -10' 14'-0" TO 15' -10" 15' -11' TO 16' -10" SCHEDULE 'A' TOP FIXTURE 5 -1/2. X 2-3/4 STEEL PLATE WTTI (6) 114 X 3/4' n OPTIONAL VENT MAXIMUM OPENING ARE 120 SO. iN. CONFIGURATION f OF CENTER SIT 2 2 .3 4 . 5 1 E'er Tp ;10-10 DOOR WIDTHS • 15' -11" TO 16 DOOR WIDTH BUILDING AND ZONING DEPARTMENT 10050 N E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 TELEPHONE (305) 795-2204 FAX (305) 756 - 8972 RECEIPT I, leinZej, I I contractor /owner, picked up sets of plans for (address) £ & 7 / (7(P S lL from the Building and Zoning Department on (date) to have corrections done to plans and/or get County stamps. I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. 0,e Ca ° T MczAtor 4_ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT ‘;/ 0 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 4 Permit No New Building Remodeling Addition To be constructed of r s - ) • Kind of foundation VI_ = t:: Estimated Total cost of improvements $ / _ 1 L__ �_ Zone cubage required c-' a. , ' Distance to next nearest building Disapproved ( Signed) F . Date Building Inspector Date Repairs , 19h0 Street_ C ,l' No re Location and legal description of lot to be built on: Lot i , • i , Block rt I Subdivision_ ___ h�_? —_ �i3C Q -e. ' ` Street and Number where work is to be done 5G- T .. State work to be done and purpose of building (by floors)._ __ � �� ' i L` i and for no other purpose. No. of Stories Roof Covering k.% Amount of Permit =�> ' c — _: _Plan Cubage %c-il Size of Building Lot 1 _ ±________ 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 ba 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 work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) _ 4 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 e h carefully read the foregoing application, and that he did sign the same, and that all facts therein by him ¢ tated are true. 1 Read, � _..._ d ______�� � ead, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD ( DATE Chairman - 1 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 the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspectip materials and /or workmanship. 50. %5 moo• or.6 Order #3853 SKETCH OF SURVEY Lots 17 and 18, Block 99, Amended Plat of MIAMI SHORES, Section No. 4, according to the Plat thereof, recorded in Plat Book 15, at page 14, of the Public Records of Dade County, Florida. Deo. 13, 1950 F.B. #64-49 Scales shown I HEREBY CERTIFY: That the attached "SKETCH OF SURVEY" of th above described property is true and correct to the best of my knowledge and belief, as recently surveyed and platted under my direction. rry "..So we•ke Registered Land Surveyor # 602 State of Florida BUILDING ELECTRICAL PLUMBING Owner of Building Lot t �• y i done by his agents, servants oremiyepa, ' CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N° 10480 Work to be performed under this Permit Architect Contractor or Builder_ Legal Description Address of Building This permit is grant to the contractor herefor in strict compliance with all ordinanc drawings, statements or specifications that ma time if the work is not done in compliance wi granted is the understanding th the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered by whethew shown the plans or drawings or in the statements or specifications and that he assumes responsibility for work Bl. Subdi- vision Value of Project $ Contractor's License No DATE 195L— Amt. of Permit $ r builder named above to construct the building or t,"install the equipment or device described in the app ion pertaining thereto And with the understanding that the work will be performed in compliance with any pla s, have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any such ordinances or if the plans are changed without authorization. A further condition upon which this permit is BY i • Signed: T! Irf$EH OR j In consideration of the issuance to me o�" t1MS'pernlat i„ a rm the work; co red hereunder in compliance with all ordinances and regulations krtaining thereto and in strict conformity with the plans, drawings, a to, or tciticatio�' s submitted to the proper authorities of Miami Shores Village. [accepting this permit I assume responsibility for all work done by either, myself, ? agolfit, servant or employee. BY AUTHORITY MIAMI CHORES VILLAGE, FLA. JOB ADDRESS INSPECTION " «:.7 /-e 1 � TIME READY REMARKS: N° 6067 C�ECTOR DATE INSPECTIONS - DATE BY RE- INSPECT BY RE- r,NSPECT BY FO''N DATION !" L- 5/ ��- /}/ Y �� _ — DATE FEE TEMPORARY SERVICE 1° BEAMS & LINTELS / / 4, -.1- r� / 0 70 0 ,i - p, 9 ' S 1 S SEWER ' ‘FRAMING — - 6 ! /✓J $ GAS S $ INSPECTIONS FINAL BY RE- INSPECT BY RE- INSPECT BY ROUGHING CLEAN -UP P19 GAS CONTRACTOR(A / ( e CO / PHONE CONTRACTOR �C. �4 -sP` , p PERMIT No./0 'c' DATE fl s �t g FEES q � � NEW BLDG. ( ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE 1° o !� � S 6 SEPTIC TANK i . � ' . s W / 0 70 0 ,i - p, 9 ' S 1 S SEWER $ SOLAR HEATER ,. $ GAS S $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING 3-.Z -e/ / P19 GAS /(. H. W. HEATER CONN SEWER RANGE CONN. SEPTIC TANK • gggg,,,� t'�, Pc /� �(/.,�i SOLAR HEATER. � 9(� FIXTURES & FINAL _9 b V j ,PJ FIXTURES 3 - s / ,I / Py � CONTRACTOR(A / ( e CO / PHONE ,g- PERMIT NO. //® ® 7 DATE 3 — 6 — -g -- / / FEE $ i 4 NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE Ala 664„r- 1 -2° ,iJ $ / O 6 - $ H. W. HEATER CONN. RANGE CONN. $ MOTORS S FIXTURES S $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ( TEMP. SERVICE /— x-57 ?f ROUGHING % 1°. - /(. H. W. HEATER CONN RANGE CONN. 9(� FIXTURES & FINAL _9 b V j ,PJ , BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS .LECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE y" 2 O 'mod r BY >29 -a/ .. a. OWNER'S NAME J i R])ER PRESENT ADDRESS 334 N • W. 108th St • LICENSE NO. PHONE NO. ' JOB LOCATION (ST. OR AVE.) 567 N. E. 96th St. LOT /i17 & 18 BLOCK #99 SUBDIVISION MIS Sect•# 4 _Amended GENERAL CONTRACTOR J. G : 3 +D+ , »+: ADDRESS 334 N. #. 108th Street PHOJVE NO. LICENSE NO. 4056 Q BUILDING PERMIT NO. C DATE 12.15 -50 PERMIT FEE $ 31.00 BUILDER'S BOND C NO. 11 DATE 12 - -5 1 25 ZONE REQUIREMENTS 5. CU. FT. 33 9 p PLAN CUBE •599 CU. FT. EST. COST $ 2x 000.00 DRAWINGS, SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: Mt DATE 12 -15 -50 x NEW CONSTRUCTION TYPE Cl OBS STORIES One Tile CONSTRUCTION T ile INTERIOR CONSTRUCTION Oak Floors.Plaa Walla & Cpl REPAIRS DESCRIPTION :III 1 I .'w • N _ .4:1 s 7 • •:,i. a• ••.0 - - ALTERATION - DES RIPTIO ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS // CERTIFICATE OF OCCUPANCYNOJ/S / / ISSUED4 A Q� BY ( /,�U / TO //r A . leg, i BUILDING PERMIT AND INSPECTION R OR MIAMI ORES VILLAGE MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ CTRICAL PLUMBING o PERMIT Na 7724 ROOFING ❑ ° Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot II Description II Bl Address of Building CONTRACTOR OR BUILDER DATE 19 Contractor's License No. Subdi- vision Value of Project $ 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 cad regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ae cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 9 BOT r4E12'''" MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date July 13 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. ,19 66 N.E. 96 St. Owner's Name and Address J.G. Reeder No. 5b7 Street Registered Architect and /or Engineer. Name and address of licensed contractor_ rki%L&t l'.Eith tiz1g__COQ_ IC_e_p___196ON ftWe 27 Ave., Miami _ Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 567___ -- .96 - -St. ,___Miami- -Shore& State work to be done and purpose of building (by floors )____ Nylon __tarit___fumigatio%L ; ___18-24___ lr3 0 , 39#,, 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, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) a% STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. ___ -7_ _ Date Read, Sworn to and Subscribed before me. Disapproved _ Date Notary Public, State of Florida ( Signed) Building Inspector 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 impioi.r- .: tor inspection or faulty materials and /or workmanship. N° 1141 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla Owner, Agent or Tenant of Building_ Lot Block Subdivision 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 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 Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION MAR -27 -02 10 :20 AM • MtAMI'DAG PRODUCT CONTROL NOTICE OF ACCEPTANCE T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach FL 33069 Expires:O6f29 /2003 Approved: 06/29/200( Internet mail odclres3: Flostmus ter ®huildingcodeonlinc.com MIAMI -DADE COUNTY. FLORIDA METRO -DA DE FLAGLER BUILDING BUILDING CO METRO- D (40 WEST FLA MI ' (305) 37 CONTI}ACTOR LICt.NSINC SECTION (3 S) 373.2327 FAX (305) J7S -2SS8 CONThAC (3 r (31 Your application for Product Approval of: Series 230 Orrrs)viiig /irut French Door 1 v /Sidelites(reir,Jorcer1 under Chapter 8 of the Code of Miami -Dade; County governing the use of Alternate Construction, and Completely described herein, has been recommended for acceptan County Building Code Compliance Office (I3CCO) under the conditions specified I This approval shalt not be valid after the expiration date stated below. BCCO reserv, product or material at anytime from a jobsite or manufacturer's plant for quality cunt 11 this product or mtntrial fails to perform in the approved manner, BCCO may revo the use of such product or material immediate :fv. I3CCO reserves the right to revoke determined BCCO that this product or material fails to meet the requirements of the Code. The expense ofsuch:testing will be incurred by the manufacturer. Acceptance No.: 99;0902.02 Homepuge: http : / /www.bui P.01 .. COMPLIANCE OFFICE ADE FLAGLER BUILDING LER STREET, SUITE 1603 MI, FLORIDA 33130.1563 5 - 290I FAX (305) 375.290F1 R £NFORCE5IENTSECT!ON 3) 371 2966 PAX 1301) 375-2903 I ODUCT CONTROL DIVISION 3) 373.2902 FAX (3051372.633e l:(terials and Types o *e by the Miami -Dade ereir. s the right to secure th s •ol testini. e. modify, or suspend this approval. it' it is out') Florida Buildint! Raul R driltuez Chief P cduct Control Divisio THIS IS THE COVERSI.IFET, SEE . l'.ACVS FOR SPECJFIt AND GENERAL CONDITIONS 13 UILDINC CODE S: PRODUCT REVIEW COttilttillTTET This application for Product Approval has been reviewed by the BCCO and approvc,1 by the Building; Cod and Product Review Committee to be used in Dade County. Florida under the condi ions set forth above. •ranets o uintana.l<.r \. Direct() 1 of 3 Miami- )tide County Uuildint Code Compliance 01 ice dingcodeu„lina.com 1AR -27-02 10:20 AM SCOPE This approves an aluminum oulswin b French door, as described in Se tion 2 of this Nocic !of Acceptance, designed to comply with the South Florida Building Code SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SF C Chapter 23, do not exceed the Design Pressure Rating values indicated in tI e approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 230 Outsyvin g Aluminum Frcnch Door w/ Sidelites (Reinfo ced) and its cornpone is shall be constructed in strict compliance with the following documents. Drawing No PA992 0, titled "Series 230 French Door" Sheets 1 through 9 of 9 dared 10 21 - 99, 1 test revised on 04- 28 -i0, signed and sealed by Ballard L. .Argus, P.E., bearing the Miami -Dade County Product Cont approval sthmp with the Notice of Acceptance number and approval ate by the Miami -D `• Count Product Control Division. These documents shall hereinafter be referred to as the appro% d drawings. 3. LIMITATIONS 3. t This approval applies to single unit application, of pair of doors and single door ■i h or without reinforced sidelites, as shown in approved drawings. Single active leaf oFthis approval 6 door unit shall include all components described in the - t. INSTALLATION 4.1 The aluminum outswing French doors and its components shall be installed in strict compliance with the approved drawings. -1.2 Hurricane protection system (shutters): the installation of this unit w 11 require a hurrica :e protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, }tare and following statement: "Miami - Dade County Product Control Approved ". t 1. 1.1 T. N Window'& 8?ooe C ACCEPTANCE N APPROVED EXPIRES N OTI 'E O<_ACCE PTANCE: SPECIFIC CONDIT 6. BUILDING PERMIT REQUIREMENTS 6.1 P. 02 ONS 9 -09 t 2.0 JUN 2 9 2000 JUN 292003 Application for building permit shall b accompanied by copies ofthe following - 6.1,1 This Notice of Acceptance 6.1.2 DupliOrtte copies of the approved drawings, as identified in Section 2 of thi; Notice of Acceptance, clearly marked to show the components selected for the proposed installation_ 6.1.3 Any other documents required by the Building � Y b Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1 s Lai I • Ishaq I. Chanda, PE. Product Control Examiner Product Control Division 2 013 , MAR -27 -02 10 :21 AM T. M. Winslow., B Sc Door cc,mnant 1. Renewal of this Acceptance (approval) shall be considered after a renewal applic Lion has been tiled and t c original submitted documentation, including test supporting data. engineering do amens. are no older tha eight (8) years ACCEPTANCE N APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD COND Any and all approved products shall be permanently labeled with the manufacture 's name, city, state, and Ehe 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 eva uation of this product a d the product is not in compliance with the code changes: b) The product is no longer the same product (identical) as the one originally ap roved; c) If the Acceptance holder has not complied with all the requirements of this ac eptance. including the correct installation of the product; d) The engineer who originally prepared. signed and sealed the required docume nation initially submitte 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 automatic be cause for termination of this ,acceptance, unless prior written approval has beet requested (throuth the tiling of a revision application with appropriate fee) and granted by this office. Any of the following shill also be zrounds for removal of this Acceptance: a) Unsatisfactory performance or produce or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advert sing or any other purpo G. The Notice of Acceptance number preceded by the words Miami -Dade County, Ft rids, and followed by 0 e 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, lvh re it applies, shall by provided to the user by the manufacturer or its distributors and shall be available r inspection of the job s tc at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 0.: _ • P.03 99- 0902.02 JUN 2 9 2000 JUN 2 9 2003 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Ishaq 1. Chand t. P. E., Prod Control Examiner Product Control Division 11 END OF TEIIS ACCEPTANCE 3 of 3 I I y MAR - 27 -02 10:22 AM T M WINDOW AND DOOR COMPANY 230 DOOR AND SIDELITE INSTALLATION INSTRUCTIONS A a C TOP VI w 230 11 D e D a D/E [ I AsIISMIKED TOP V14'W H f' 05/18/17 IT 3 SUGGESTED THAT 4 3/4" DEPRESSION IN SLAB IS USED TO SET DOOR FRAME SQL. THIS GS A SAFEGUARD AGAINST POSS ®LE WATER LEAKAGE AT SILL t$ DEPRESSION 6 SMOOTH. LEVEL AND FREE or HONEYCOMB W CONCRETE. YOU MAY ELECT TD LNSTALL IN A 'BED OF CAULK IS, HOWEVER THE SILL 3 NOT LEVEL OR HAS YOIDS OR CRAMS. IT I5 RECDMICENDED THAT SILL BE SET I TO A BED OF WET CEMENT (APPROXIMATELY 1/2" DEEP), PACK 911. CAVITY WITH CEMENT 90 SILL 3 SOLID WHEN STEPPED ON AFTER CEMENT DRIES. A STAND DOOR AT ANGLE CLOSE TO VERTICAL wI H HINGES FACING OUTSIDEREMOVE SHIPPING P14OTECTION. MAKE SURE AL COLORED SILI/THRESHOLD 1S ® BOTTOM OP DOOR. B SWING ACTIVE PANEL OPEN, BLOCK BTM OF PANEL SO IT WON'T SAG AND TAKE HINGE SCREWS OU REMOVE PANEL. AND STORE IN SECURE PLACE UNTIL END OF INSTALLATION. NOTE: HINGE SCREWS ARE MADE OF STAINLESS STEEL AND STRIP EASILY - USE CARE WHEN TAKIN4 THE4I OUT. c REPEAT SAME STEPS W11'>31 r1VE PANEL. NOTE SKIP STEPS "D — IF SWELTTE9 ARE NOT USED. D POSITION SIDELITFIS SO OPEN END 'E' I9 LINED UP WITH JAMB "D" OF DOOR AND INSTALLATION HOLES ARE POSTTIO TO TUE INSIDE. E. APPLY SEALANT TO INSIDE OF SIDELITE JAMB "E ". (WE RECOMMEND A GOOD GRADE SILICONE) It F. SLIDE SIDELITE OVER JAMB "D" UNTIL TIGHT. NO SCREWS ARE NECESSARY AT THIS CONNECT- ION AS PER TEST REPORT. (SEE ENCLOSED) G MOVE ASSEMBLED UNIT INTO OPENING, CAREFULLY SUPPORTING DOOR AND SIDEIITF/S 90 AS N TO BEND AT'D/E' JOINT. a 'B DRILL AND ANCHOR OFF ONE FASTENER AT UPPER PART OF JAMB" AND JAMB'F.(JAMR D' IF NC) SIDELITES) 1_ ALIGN DOOR AND SID*T.T1'RS IN OPENI NIG SO FPIAMES ARE PLUMB. LEVEL AND SQUARE!' A GOOD METHOD TO HECK SQUARENESS 19 TO MEASURE FRAME CORNER TO CORNER- YOU SHOJLD BE WPTHEN 118" INCH ONE WAY TO THE OMER. NOTE FAILURE TO INSTALL DOOR PLUMB,LEVEL AND SQUARE WILL CAUSE DOORS NOT TC LOCK !!!! THIS MAKES DOORS A4PEAR "RACKED ". THIS IS THE MOST IMPORTANT PART OF YOUR IN ALLATION!!! J. APPLY CAULK OR CEMENT AT SILL AS DESCRIBED AS IN OPENING STATD TS K ANCHOR OFF JAMBS ir AND "F WITH FASTENERS TAKING CARE NOT TO BOW JAMB BY OVERTIGH - >NG FASTENERS. L. ANCHOR OFF HEAD "Ai PG" AGAIN TAKING CARE NOT TO BOW METAL BY OVERTIGHTENING. b FLNALLY ANCHOR OFF SILL AFTER CAULRJCEMENT HAS DRIED. NOTE = FLAT HEAD FASTERS ARE NORMALLY USED AT SILL. N N01E SOLE • QUANTITY AND SP4L NC OF ANCHORS REQUIRED ARE DETERHINED RY PRODUCT APPROVAL. (SEE COPY ENCLOSED) TMI17D 3 NOT LIABLE IPOR ANY LQSEN TERPRETATIONS. CONSULT YOUR ENGINEER BUILDING OFFICIAL O USE SEALANT TO SEAL CORNERS INSIDE AND OUT. SEAL ALL SCREW HEADS AS WELL TO PREVENT ANY WATER PENETRATION. P. REINSTALL DOOR PANELS AND ADD DOOR LOCKS 01! YOUR CHOICE NOTE 230 DOOR HAS 2 1/8" DIAMETER HOLES wrrii 4 2 3/8" IIACISET. SOME MAN?. STRIKES WILL NOT 'WORK WITH ,!THE 230 DOOR DUE TO THE TAKER PROOF ASRTRACAZ. DESIGN. Q INSTALL STRIKE PLATES ON PANEL ENDS. SNAP IN 3/4" PLASTIC PLUGS TO COVER UP UNSTALIATI PILOT HOLES. P. 04 HP m.: Dace Prodvc AFprovc% ince:. SERIES 220 TR: NCH DOOR GLASS TYPE AS NOTED r i L E NOI CONFIG.) Sr�een `DE :r [Rev. 1 N ¢ A Series 230 French/Balcony Aluminum Suring Door System Gc NOTES+ 1. PRODUCT APPR4VAL D+RAV1NGS ARE 3AS7 (IN THE MINING NING i EST REPORT SERIES, 3Y THE C_Rtlu te4 TESTING LABORATORIES A. TEST REPORT NO. CIO 136V -6. 1 2 /43 /96JRE11FORCEMENT PACCACE • e. 3. TEST REPORT Ni. CLA 126V 12/04 /96,RENFDRC_MENT PACKAGE 7- TEST REPORT N1 CTL4 126V -4. 12/47 /96e2EINFORCEMENT PACKAGE '3'. D. TEST REPORT NU. CTLA 136V- 1.2,5,12 /09/96,RE FORCEMENT P ACXAGE SE= RAVING S'nEETS FOR DETAILS OF REINFORC�?IENT PACKAGES L :STED A3evE 2. )RAVINGS PROVIDE ANC:CR INFORMATION FOR VOOD FRAIE AND STRUCTURAL C31C�� t EVC3S CONS T RUC T:ON ONLY rc RCZIENT PKG. 'r- PROVIDE :/9' TEMPERO GLASS. OR. 3/16' 7EPPE ? GRASS MINIMUM, 1 ROIFORCMENT PACKAGES 'A','B', AND 'C'- PROVIDE 2/16' TEMPERED GLASS MINDIUK 4. DOOR MINIMUM HARDVARE REQUIREMENTS' a. FaR DOORS V1TN REINFORCEMENT PACKAGES 'N' AND 'A' 1CJIKSET SERIES 400 KEYED ENTRY L0CKSET. GRADE ._ ENE EAC :- AC - :vE PANE ? 29 1/ ?' FRTLM. BOTTOM CF THRESHOLD. 2. KV!J<SE7 SERIES 620 KEYED THUMBOLT DEAD 30LT. SRADE ::-ONE _ ACTIVE PANE? a 47 3 /4' ;RCM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH DOLT LOCK. EXTRUDE) AL'JMIM ?I 331. AND } AST :C TACE-7VGC2) :ACH DOUR PANE_. )1 STANDARD 31. 7 H1NG S. EXTRUDED ALUMINUM 'Vi`} NYLDN 3US4 NGS ".'C EAC ■ DOCK PANE! 2. 73R DOORS VITH REINFORCEMENT PACKAGE. KVIKSC; SE.RLES 400 XE'tED ENTRY LOCXSET. GRAD_ .. - ?J+E :.AC.. AC' :'v' PANEL 3. 1/2' FROM 30TT0M OF THRESHOLD. 2. Kd1CSET SERIES 630 KEYED THUMBOLT DEAD 3QlT, .,RADE IITUNE c :; EAC:; ACTIVE PANEL 2 47 3/4' FROM 3OTTOM OF THRESHOLD. a TM STANDARD F'L'JS'ri BOLT LOCI. EXTRUDED ALUMINUM 30_1 AND 2 ' .ST :C FACZ- TVGjC2; EAC.i DOOR PANE:.. 4, TM STANDARD BUTT SINGES. EXTRUDED ALUMINUM vITH NYi_3N 3l'SrINi S -'?= :" EACH DOOR PANE + :0 :11 1 )2 11'_ I1A 11. I16 'T 25 :27 :2e • 12° C. GR DX:RS VI i r. R= :NFORC MEtiT ?ACXAGE TTAN SERIES 730Ax25 DC KEYED ENTRY 0 Gx5E 7 -1NE ;At :- •A..71V= :PETE Ive• x .:/?' SauA2E %IC 71 v4-:ac 4 tax srC: wry wT. ve -- PANEL 225 :/2' FROM BOTTOM OF THRESr10LD. xer Lac4xima sass 'Poe_ vei 2. TITAN SERIES 780X25 DC? DEAD 30LT-ONE Ii) EACH AC:VE PANE_ • sTu 1.07a• = : :re- MARE NH x r,MIL L�c1s T Su i r. RAIL 3 e; 3/4' FROM BGTTDM OF THRESHOLD. 2• + = == + Vir x ::Y x r x: ARr.A_AR TUBE x 42' LAG 0)A/1I_ NT -1 van a r STANDARD F_USi-i 30L T LDCX, ERRUDED ALUMINUM 3OL" AND PLASTIC ;j` ss� -_ 1 AV x : :/e x 2 v x 1 3/0' OutwflX 49 1/2 t QG xFt . NU ACE-i./0 (2) [ACM DDOR PANE' 126 i ST,;:'_ iv9' x 2' x sir LEG x i' LD7G V OWSIF: Da= VERTICAL 41.2436. -. TM STANDARD BUTT HINGES EXTRUDED ALUMINUM VITH NYLON 9US'r!INGS- THRE C2) 1 V[ SO TO Via Part ✓B 1 2 3/r x _AC; DOOR PANE! ly : Sr 1 3r.6' 0 t v2' =ARE IVBE x B9' LC1AG NAAE). NT. - A Inn Lae 1 i .' 1 1,16• r '- V"' x_ .t�^A b� - 1_90,.. g.rreamir , rr: , vr... - _. PRI:Iva 358' X .300' NOMINAL VEEP HOC'S 2 1/2' FROM S.4C: END CF EAC-:_.P _ - - 1 - r - c& t : - Y -, ,. , x ' • . I .• ' Itr, r r4R;S'CLD. VEZPING TC IKE r ximmi.am !'?,N CELL YAM PADS. 6. MINIMUM GLASS 3ITE REQUIRED AS FLILLOVS TYP. G=.ASS 3: 7E AT DCGR PANEL = 2/8' AC_ SIDE. YP G ASS 3: E AT FIXED :/2' ALL SIDE: z.LL S R,X7 ;RA: FRAMING MEME3E3S , LRE ALLN1t.M m; AM: DADE .E1.,:4T" APPR3v ) S'.-,UTTERS ARE REWIRED "bn :NZ TA___ :.N :" NQ PAR/ to IDEICtePTIDN S v 2 9 6 1 6 I i »E MEAD x AL 5042-T6 2 t SV286i3 I FRAM£ SD_ X AL 6,063 -76 ' GV22.572 1 FRAM: Aar, AL 6363 -76 51736,571 1 MINCE STILE A VIDE x AL 636: -+e G13A631 1 ASTRAGAL S7D.= x A' VIDE x AL. 606 zoo GV25 - : TU° RAIL x T VIDE x AL 5063-T6 c.n_sr0 1 30TT0.M :At. x 2' 'JCDE 0 U. 616: -T6 ° ¢131825 :' RAIL V/S ADAP7 G 26 72 I _ :N=2 01.27646 GV3A808 S7 rasi sT ;ES GLASS a037 3022 x.2002 3P -7.`9 ant plaD4, SNA1 0.004 O0POCL 1 AUDI 21.:101 ZL T S 2 EA DR PANE) aTRUDE1 ALIA ROD MO,DEi I yr nu an WAVED Raor CArAmej I it c rRtr x2 IU TNKAtp RIBA { 1/r FLAT vAVQ1 Q SA noun ma 7/13' ;.XX VA.9413 G iA MARCO ROD 1 18' G_AZ!J G NAME_ vttai, t 3116' GiAIING CFVML_. vlsrt. 1/8' 7NIOt FULLY Tc'51:70 LAS0 3/26' '41C( FULL'. TEMPE. GLAS: tt,TRAFA2 CENTER* :0 v+aDLAD. vr36x ?1L3 VINYL vE.M•RSTRLA 1 SILICONE SACK 3[38[2 ; 2 / P'�L: -C MO! L•" TUG CV2 4114 1 PAN ROAD 3_: SNS L 1 yr PJE TaArTZL$ 1" at s.. TAF70. 4J 40R x : 3 / E430MENT STA '00 1xVDt2,.7 *al LEC <SET. G;tADE :? 1/AC7v: P* Sc.. 6:0 DOLT, GRADE 11 )1 /ACTIVE L M PIC SEAL 730 I'TAN 130Axi5 ac '_3 - 7 : 1J#CT E 11 no I fTAN 7800X25 OL' OEA7 1`ti vKv F Pr ALJk , T41 S70 ?OTT MD*7,3837802 './ '3)$85 1 i ' cwANHE_: NC, r3 70 . Tu3E r:TIBN. ‘.Lc Al J! II4GL S1 A3APrr.I vr'y : LC trams: aS •m T.x:OK; ° °.SJ .: rt EA =ITN RISL TYPICAL. 4 M WINDOW & DOOR CO.' 1 5 1 NW ;2 AVE.. ?05EPAN0 BEACH, ?L X SrE_" - 311._ 3r , !A:_iIALS 6 s'4 P. NOTES S:;E: - 'tC N' __i4A7■2NS S r.NC'rGR :fi 3RMATi3m SHE_ _ - AILS .ND :.OMPARATiVE ANAL°S:! ALL_ • SK:_ - - nC;• _ VATi 6 ANC-.IR INr3RMATLON. - - °Kc 7E AILS o4D MPaRAT)V: AMAL"S :S, 7A5L:. Sir_ L �I __ :VA :SNS 6 ANC-OR INF D RMA 1 fUti Sr t: - °C3. 3' 3ETALLS AND C4IPARA7 VE ANALYC :S TABLE SME," C - PK;,. - ___bA :C9'tS 1 :JJCYR INFORMATION. t Su • 'Y.;. :E'aiLS AND CONPAR:.Tivr ANA; YS :S 743-E. • LFTAIXD u CaliftTac 'NMI 14 SDUIR ROM )VtDUG m �,° Pao D;T�� 5NUJIV: CSOC Ctii"CX L2 ItZif TUaISLi _ 9 n •4 , enasal WO Fran. Dos CaapoAwl • MOO' I Stain 1rSt1 , 0=1 ,rrod.W,at{ if' !.N1oniDE _A. *ant Sas)0( 1 Sr 9 1 t sr se ■ 2W! i tter L 1 men . ...cm •0e1 -J0 I •Del -Do I •Dot -Do 1 •001 4 • dr 1111- .`121517t•712 1 12 1•111111 41 1•43.9. a.6 s 64' 1 :1] I -Q,01 512 1 SJ• 1 517 I 41.01 As 1 •079 r...; • sd 1 531 I-22 1 511 11121 113 1 4421 AU 1.111 r• r • SW I 1 4711 511 1 Old 1 519 l 413 4 41.9 l dsd "d ■ t-r 1 1- J1'4171I213 43 1 41.11 4S 1fig .d a I. 141 1.RdI 179 I-f9S1 322 r11JI DI IX91 PO a 1'4" I SD 1 41.11 111 1 -421 Ad I •C11 rid 1 li .9 _1T . L15a -434 4•Aitt9St1�3'f7'Si • 1 Win rotary 1 IA S4. W,e,l Ir SA Want rod eecet'. 9. a4 C 1 =I/main A1A I ,RA 1 1s/r9 I 1W SD 1 19r59 I w1/411 • Mope l • Oa 1 • J0 1 .01 1 •01 I •01 1 •01 I .00 I • D0 f SS • 6+ 1 521 I a/ 1 0 31 I •re2 I 'L] 1 8 au 1-ail ad • S- ■ 2.1.3 I AO! 31-7 1 .620 1 311 1-39 1 4).D1419 •J • r-r I Sit 1112 1 9 3 1 112 1 377 I -+82 1451 I -42 I S. r • s• { roll 1 413 1 117 1 419 { Sts 13U 1 4331 411 7-.1 • Bd 1 ,1 1 •.11S12 1 alit me 1 31.1 1 4.6 1213 , SJ 1 tJ 4,1 t 2 1 -31! 1 Ifs 1 4151 313 1 -‘22 1 x7.7 1 411 I I s.0 . r..T _LfatL67.3 -4- &S- 1-431• 4-1%.1 F 413 t -V l I ro • to 1 3S 1 4811 31D 1 ALI i 70A 1213) 1S8 131.7 I ttti N f`! fY n 16 OA' v'm 10/16' vtATUI4 C/14S./ IQl v•"M =Amor Ma= 36' MAX SiDEL !TE v1DtH CHIC.:DINS, . • l CMGVE V 1• MA I% 1 MAX. Al KAI w og' , • 11 Leta 3/ 16' TOUT. E; LEAD C u ST L: Die 1Z S 1430 6 (2 PANELS MAX. ?d : /e vt•E NOM.: l 19 s . 71 1/2' MAX. = RAKE •1DTH :imaarm.a snwtn i won at Ab1••a• v.•24.r02•ns. ;maw Z•• na=•a Io :. �� . as .' a .. LA ;yM • { 7 tcltStk. rrto5•• ,' % 00m t C21•222•n • • a2C I 1l Se 11121 1( 12 °&'M l W• se. wde112.• 1& W5=11 sr Ia. *tat, hml ;2s x( I ter 5d 1 let se 1 2r Ii I' W U 1 • Mei • mops/ . 011 - 4 - 001 •01 I •811 .00 I •01 I •Co 1 ter s 6. 1 1131 -r..11 .'+1 I , iSS ■ 3 /.11.71 •TS i 412 11 • 64 1 13 I ..19 V v' a 6d 1:19 1-@ 1.1 I •141 1 $] 1 e: a 1 13.7 I -.2..1. 1 :•f . r•r 1 y ..A, 1 a- • r: 1 311 1 4U 137 1 -.Al 1 sae I -:131 Aze ) ..1.e I I t. 1 :LI1 ..,1I 1 :•r , 6. 1 331 NA 1 2 N.A. 142 t 44.A. 112.4 1 NA. 1 7. - • CZ 111 I -673: j6•: J I • 14 1 ' Y " 1 AA) L • g . 7 n1 i. 1 ••3L] 1 249 I -ail 1, • r4 I 13 I =49 1 219 1 •at t Z.* 1 41&1 1 /3l 1 ,012! 41 a rd I3i.e -45173.11.a4t ari.s.A 1L.t1 -x.71 Fnm•see•X /WU 1 Wan • nag/rot . (to t•1a1 r: l- 1 533 1 313 Ic.lI • :XTEi a 1 M 2 1 . • a 4 *I r •sa A0•..I01• Oaa1g1 r+ane•s •m • w 0-711041C San Ina CaOglrmem 17 .01. - .6' MAX. I?•; 113 I r.` 1 71 1 1 1.7 . / ' d • c.a.‘ 1 I Conig4esa• • 10• ar 'Ox I Is- 3AVAd7,11• M.A401i ■ I 1 511' Sr I 19r se 1 -Oo 1 -Oo { -051 • oo : •Ja 1 • Oo 1 1 • a5 15s , {I,r 1 ail .,U 71 SL' I 4 2.13I.j.7I . A t .3i 1 -All 1191 -'1I 41..1 44e1 1513, NAI at21 NA1 a1.41hA 1 71 711 1 = 12 1+4 - ° . ..71159 .aJ1 01 a.9 1 .1. 1 $1 1 .L 1 1 L' A 1.32 1 s:1 i 41.4 4 t3.1 I - . 4 1 2.:] 4 • ••••.2.1 1r2A1A1 Ij 2 za 3' .TM WINDOW & DOOR CO. 601 N'7► 12 AV=.. POi P_*10 ED.Cr. PRODUCT DESCRIPTION SERIES VA FR.NC.M DOOR CLASS TYPE 1/8' OR 3/16' TEMPERED CLASS T EST 1.Ad1 CERii'is9 TESTING LsBORAT IES TEST REPORT NO CT1,A 136V -6 FiL£ NO CGINFIG. 1 Seteetl ((Dote IRev. PPA992 E!EV.13 OF 9110-E!-9. -OO E•IZe1oo ve' 6+ 2/16''SE4 GLASS • a W ty Cr: .F :C9 7/16' MAx FR. 1 1?D7 - \YRm 7 Tar root Nt. I I III r 111 1 1 —T 4`.1N 1 7 V 2' 01 • 36' 36' I 143 1/2' MAX FRAME JIDTH •-- ---,t' mr) 37 7/16' MAX CRAPE VIDT14 SING,_•" DOOR V/ SIDE.TE F.AC4 SIDE Oa1BLE 'tisr,r) 1 "r ?� ; •••'7 r„r) • 4 1 I I It! 1 11 , Ina' 1 1. 11, 4:--It — I a I� :3 9 1 I 9 l i _ ti 11 I ( - it ax — S j s ,� f I � I 1 _ Iv c �r - I X /' "1 �' 6d /I < i J f" X l �� I x l�n. I ;, r , / I ` P i 10 ;'1�0� J 1 s � 16I r a 'c--, ` r 't I 1 f i 1 ) In I' lit 1 -� 1 I I11 '1 111 t !I) ' I "-I ,4 36' 4 S7 7/16' ,f- 36' -{ MA.) ,A- --,A -- 71 1/2' D.7 --f 26' -I( 1---- '4: 112' MAX. _R�` vID7i•.' —4 DCDA VON 94G .E Su 11TE EAGI MX it :4 A. it Au. m, 1 111 r 111 NOT;;S rfl t' AKC? S INTO STRUCTURAL '.,,INC..ZTC /C3S COms - Ru 7IOt L TfPICAL C .RET; ANCHOR TYPO !S 1/4' DIA TAPC3N X 1 O/4' Diritm_NT. . MINIMPI COICSCIT. CT ANCHOR QUANTITIES ARE DEPICTED AS S)iD UNES LOCATED AROUND Tr PERIMETER CF EAC3'I UNIT ELEVATION, DRAWN P RP-11D1Cz& AR 70 THE F RAM: 3. 4AX1!!1N SKIM SPACE BEN EN NE i RENCK DOOR rRA1£ AND AND THI: CONCRETE/van BUG( S U9STRMIT . S/a' _.. _ _ ... ._ __ .._. _ .. • - A. 141NVU4 ETA 'APCON EDGE DiS1Mc TROM CU OF CCNc TiJ1.3Ot = 2 1/2' (I0 DIA) 5. M4NS14X'I SPACING 9E7V_:N 1/4' DIA. 1A?CONS \C NN N 'ANC'r Cam' : 3' Cr? 91:.) 6. MIN11419i 1/4" DIA 7A?C0N :MBE'D'. 7 it`1e Ht8.LDV •cagrAnE MC[ i 1 I /3'. 7, LBCATC AIL' KE TING 371:: AND ICI -s-MN END ANf-17RS VITIi1N 6' FRLYM C_NT W_IN . P TEST M.' -1.1?. 9. LOCATE Df'_2'ZDIATE MEAD AND S;L. ANC•40RS A7 +' 7a311 TRAM, ENDS AND : ON CENTER MAXIMUM, PGR TES' >IOC - li'e . 4:lDr uL C.',1SIZAS 0+ 7NR_; AMQ4iIS AIZ 11C'11TK.7 AT Y IM% STILES 7 MILE MS AND 4.L'':!C .AMPS'_ 9. LQA, : TNT --)€3 A T E JAMB ANC}IIRS A7 4' FREaM ;RAC DDS AND 2 ON OEN7t MAXIMUM, PER TEST 1400(- 10. LOCATE ALL HWGE/_OCXSZT MOORS VTTHIN 6' FROM H1Nr4CC»SET ZNTEZLIMCC, PER T--.ST M3CX -VP. IL - LEVAT1oldS ARE SCALED VI :vS !1f EQUNALE.NT 'TEST ME' UNITS FOR 'x', 'or, 'XX'. 'EDxO', 'ixxO' CiNIGLRATITINS. a L ICAT !4E AD. SILL. AND JAMB INTERMEDIATE ANCHORS FOR 011,.2 sir UNITS MR NOTES 8 AND 9. . ,F tr I`,`OS mn I 1' 1 ' 1 36' 37 7/16'4' 73 7/16' - •--,1' MAX FRANE VIDT DOOLE atria joT Ay Ii 1 4TIP) 71 1 /Z' max 7RAME MOTH L'. I %ALS MuNTDW3 D GLASs(TYP> 1 .. [NOTES FOR AMC4ORS INTO V000 FRAME CONSTRUCTION 'YPICAL ACID ' AME ANC'IOR TYPE !S -14 STAINLES S T% S'EE_ : MC i AI, SCRCV t li %' Pt i3k MINIMUM VOOD RAT$ ANCX13R W)ANTiTTES ARC DEPICTED AS SOLID LIN S _tCAT:D Amen 1HI PE 1> '.d2 OF EA. UNIT EL :NATION, DRAVN P ,RPENDICIAAR TO Tk TRAMS. MAXIMUM SHIM SPACE 3ETV`74 TRENC>i DOOR FRAIL AND vOOD TRAM( SUPS = ti t. LOCATE AL: METING STU. AND MILWCON END ANC-EIRS VITKIN 6' :ROM! CZNTSRUNE. Pc.. 7 =ST MOC4 - S LOCATE INTERMEDIATE !CAD AND' SILL ANC-r S AT a • TROY. FRAM•: ENDS L 14' -'at MAX., P R ICS: MOCC - �S ADDIT10 a')ST'uis Df T14RG C3: A4CO1S ARE. XE J1 ZD AT MC:TING SIXES IY DDAL: =AS AND K 34 M4 6 LOCATE INT(R}4 /MB ANCHORS AT 4' IRON YRA4E ENDS I. ?4' O� .MA)L, ?Ea TEST MOCR-tr. 7. LOCATE. ALL MSNGC/LCCX , ANCACIRS 'd1T4I04 S' :Z0M THE NING£/LOUSi1 :_NiERLx. PER TEST KOC < -t% . G VATIENS ARE SCALED VTE'VS 13 sDUivALCNT 'TEST SIZE' UNITS 73R '7x . 'XX'. 'OXO', GR . '7XXO' CaFIGi.`RATIONS. 9. LOCATE HEAD, SL:.. AND JAMB 1NTE.RMEO1A7E ANC)CRS =r?? OTla SIT: LDr1TS °C2 NOTES APJD r LAIS+J —BOLT DETAIL T i WINDOW & DOOR CO. vr - I601 NW 12 AVE.. ?OIDANO 2EAC -i. ?L FROH i PRODUCT DESCRIPTION I INTLRIORI SERIES 230 FR_NC:I BOOR I 1 GLASS TYPE I + 1/16' TEMPERED GLASS 1 TEST LAMA arm TESTING LAICRAT0R1E,S 1 1 TEST REPORT MO CTLA 136V - 5 ) I �Sneet Date' I I A992 @,N. 4 OF 9 ? :- 0� :'.r1e1 Mil* -Yens N00. 1 C•.p•mn •'OXUS' 1 • ys I 12 SA. 'mall l tr S1. Wma11e Sul. IMMIX 34 w1t7 i SO XX i 1 Ur SI : ; UT Sd 1 1 A Sit I ; vg - 51 I W 4 2 1 1 ' d1 .00 - 00 I •001 •OD 1 . 60 I .00 4 •Oa I - 00 I 5 • i.e 1 133 1 •7221 S3.3 I •72.21 523 4.1111 41.5 1 •091 CZ ■ r•0 1113 1 •02.0 1 5137 t 4220 02.3 1320 1 erA 1 -SU 114 • 6.4 1S3. 142iS3.31112!5331 Jai ,101 6.6 • 6S L633 1 419 1 53.3 1.3111 1 514 1 41.11 ['.J 1 L 74 o CZ 131.7 141•111 su f ri 1 QJ 1.21J 142f 1 41.0 S.7 ■ :.T 1 432 4 +519 1 713 1 •413 1 33 1 427 1 r7.3 1 .n9 fd CZ • ri 1 407 1413, 356 1 172 1 31) I.4O9I H61 - -tor - 1 75.5 : 1T •d5T 1 Z. 1 -1.31 256 ! 110 .*I 1111,11 J 1.• 11 Ir et I tP, DETAIL CONC. CONS. 1 CaNC. CONS. s a 0 1 / 4 • 56117:-4 Al 36' MAX SIDE LITE JI D7l1 E3NC. CONS.. 4 61J l � \ � TYP V• . WA ®r. 1W1C Al NCO NOM ■ 3/ c^=r...^ 4'91' 15 6 g Dm= 11110.61. 61:19,171111 250 L 1 10 rnw, , Law - Cana; •'1OO 2-m■ Sa• XX NSF SSA 41 Nowa 1-De 1•Ja; :-7 a 6.' 15131- 1 1 13 • rS 1 113 1 •S0 6.7 a CZ I i13 1 421 16.0 ■ 6s 1 533 14111) I '•S ■ f? 1 53.7 1 14; • 14 1 533 V 419 CZ • 1d 1 5391 .6171 . J A .lA- 4.533 - 4 7: 1/2' MAX. FRANC JtOTk (2 PANIF. S MAX. :4 :14' 'J :JE NOM; :XT R10R :acv -••s. mamma ; aa., v Aland". u. •P mnsavn. Of .*oat Saw Na4••4 . 4a - :3661. • l aou4sa ma." v4 1r 4to.■a1. um mamma mum a ,!Oa*t - 1'1.1 am Groga :men V1a••1. 0• n11c10001 1 C40J15ram • 07 M0d*3r41.1 {;4' k Mimi It i4Wi61124'u W0at13 MACH Ave. SGS X 1 1 of'3a I 1 5.0`61 l; turli 1 I y/' S I '44c1 ■ 4.4tu 1 - 0a 1 • 00 1 •O0 I -Oo 1 - de 1 - J0 ; +tN l • 2P1 is ■ . , :i3 t -r.3 153.7 1 •4'131 i33 )-41.4 4 47.0 1 •112 1 74 1 fd 1 U.7 1 0011 52.3 1 .56; 313 .C5.11 V t.:OS • 6. ! y ; .34i t 533 1 :tJ 1 (O.9 I .aJ 1 411 1 ..4.11 • CS 1 '+2 1 N1l 5 A2 1 11.1. 1 42 t N.O. 1 01.4 I t+A, • ra 1 455 1 .47.T1 362 ■ 4111 3.31 +10.7 1 259 1 - 247 :•J 1 rd 1 705 y - 4 4/11 339 144. 1 30.4 1 443 1 17•l iv 137 t 7.61 ai 1 ti, 41 H6 1 - 31T 41777 W0t Su6s1■.■ 112' S4L *542,1 -matte SasX 1 Car J I 15MC5 • n.•3n1 • Oo 1 • w I a • 6- 1542, -.61 I : ' • 6 . 4 5 5 1 1 . 3 5 4 ! • • 4 1 SL3 • 41:4 1 -- • it 1 1NA I is • :.3 1 a5_ I4.7 i :4 • 6.; ; 3LS . .6.0. G - IR a rJ 1 21.6 • -4291 rip ` v �c'- 1 :6' MA X. ca.* l '.27454 1 6L..ASS TYPE C.v1i0v■mn • 7f0' v - fit :r & Ve=li 2 St. WeTl:s St Maki ! 761 Si 1 I b'6' Sol + 1 3C 541 1 -lot - Ja1.0a. -CA 1•C•st•w • I all 4/.6 '13 1 .533 13 I -till 4J 1 3 5 421531s4411 :4:41 13.4 1-14.6 1 51'2 ; N.. 1 4 82 1 N A 1 at,* 1 N.& 1 Z.2 1 -; 2 ! Z3 1- 36.71 259 1 319 1. 11 Ma 34.1 I e.d 5 - _1 5 25.4 5 3.1-m 2:.1 • i1 C voglrt ae . '1C4 .TOM UM • W!1 S••.in 517t 511 w1a 110 k vec1121' 3&J M• O I :5' =A. 1.4= I inert Sa■XX I IRSi 1 1961 S7 1 I'R CAI 1 I S6 ■kco, • rug. 1 -Do 1 •0a J -Do 1 -00 1 .00 + •COI `Co 1 •00 • r7 I 3•14.77_21 :13147.21 iii 1. 5 1 0491.541 • CZ • f 7 1 : L I 1 * M O i 533 1 2 . 3 4 5 -02.0 ! ill a1.0 I •631) 64' • i- 1 139 1 72, 5.1.3 I -5121 313 I .112 1 459 1 42 1 6.0 ■ 6.4 1 531 1 4111 633 1 4U 1 515 1 111 1 119 1.1125 I 74' • C4' j ill I *nil 533 1 4:J1 499 1 4111 I g./ { 4111 14' • Pd 1 432 1 -6191 313 i 411 1 733 1 - 427 1 2.3 ` - a3 + - s.64 472 -r: - i - .IUSr a r:1 3" CZ ■ /.: r 313 1 41.21 i+9 314 1 .5.1 Iii 1 41.7 i WINDOW ' DOOR CO. 601 N'W :2 ),V . ?Q 't) O BEACH, . PRIDOUCT DESC <1P 7:ON SERIES .30 :R_NC- DOOR • 3/16' T_.OraED GLASS 1 TES" LAB: C flED TESTING LAERANg_ TEST RCPORT H CTLA 136V - ail: NOa CON: iC.)Srlee :: {Dote/ iRev. IP 4c9?37lSE El_V.15 OF 9 110 ?1 - ?g 1 4 - ?8 - CO 4f z.s( +� 3' 0030 4 v 1'WC lrfl tkl 1 RV-1i mom Co% ! 0..L +�w-i ZQ a 61 __.s' IYo*:••_ 1 Ft ; case. ?RS 01 1 uTW:` Cw OQI+?1 OM �t -r -1 �9�5a1.otl N 1 n 2 ---- 4 - } I Y J am _ i KDQ M RIK= 11' IC ri 1111 11 f 11 II '1 1 MP) 71 1/2' 11r. 0 1 3 1/2' MAX FRAME V tDT H -1 SINQ-_ DOOR W S'DC1TE EAC?► SIDE �a � ,�i1lull a u 11I ! n ' i t � 1I 1111 11 , n1► 1! nut ►�► 1 ` � a I r •9 :O r i ® t m r�1 11- ; - i ‘. ‘. ‘. i, \(a : + '� I — ( - ' J / � 1 I \ n - -, -,Y X v < . •'= s x < _ c - ! , soma ` -� of I - 'I i .' Ioi / � , i m 11 16 a■! ! l a i �' - - T 1 : r 1 Hui .1 mil 11 (.111 ii miv..1,- ?6' -4-- . ',/ 2' Ds 'J6' --x i }- -- -./: MAX. "R.:.ME '1:D T . -- 1 O__JI 1 II Intl Ir Itltl 11 I ( " t�- 36' -( 9 7/16' 3 =6' -r' J'- 3C5 i /!F' 1 NOTES : u ANCHORS INTO STRUCTURAL CONCR'- 'TE /C3S iONSTRtICTI7N.. 37 7/16'1' NAX FRAME V1DTN MUMS IV VOX SD✓<iI r uu.ITF UN SIC ,� Arns. a1 I EL_ TYPICAL CONCRETE ANCHOR -yac rS ij'' D1A. 7APC7N X 1 3 / ? H1N141&4 =CRETE ANCHOR DUANTITIES ARE D£ ?1CT:.D aS SOLED LINES LCICATO AROUND THE PUDA.CT Re OF EACH UNIT ELEVATION, DRAVN PnPE3JDTCULAR TO THE FZkM_ 1 MAXDRA4 S11Ul SPACE 3ETviZN 7'1{ -Zi ENCN DOER F RAKE AND AND THE CONCRETEAMD RUCK SUBSTRATE = 1/4' 4. M .IN_]?1R1..V4 :-- D D TA..SAFCD4 -.06E - DISTANCE FROM - G ;J LOIC 3LOCX = ::/2' Cto DIA; 111X1U1 SPACING 3ETVEJ4 1/4' DIA. TAPCONS. VTT IN 'ANCriUR GRDLLP• = 3' C.?. DIA: MNDl94 1/4' DU, : APC3M E.M3EDN:.NT F)i R i4Q.tJ V MICB£T£ ?LOCC = 3 LOCATE. ALL IETING STTLE AND MULLION END ANC-CRS VITI:IN 6' TRtIM ::NT.?_ PER TEST HDCX -UP. 8. L !ATE INTERMEDIATE €A5 AND SIL.. ANCHCQTS AT i ' r ROM r;A1E ENDS AND 14' D14 CENTER MA)(II4U4, PER T'Si MCCX - U?. ADDrl4wn . e1STERS (r .; 3vr A►OCas ARC REDVIR,1 AT STILES OF DOUBLE. DIMBAS AND r1L_!QN JAM,SS- ADIIJ7TINAL CLUSTDS or Tv0 ti ACS AAi R£DIA AT Mu-PAN_ 9. Lt1CATE INTDI$DIATE JAMB ANDS RS A7 4' FROM. FRAM£ ENDS AND 2e' LAI Cara MAXIMUM, ?fit TEST to. LEATZ ALL KINWJLOOCSE ANCHORS viTHIN 6' MN MINGe,JLDCISET i:s14 !N; TEST MOOC -{P. 11. ELEVATD]tS ARE SCALD VIEVS flF EQUTvALDD 'TEST sin' wen rat 'Y', '13X', 'XX', 'ma'. 1R 'MCC? CitiriGIJRATilat 12 LOCATE 1*AD, SILL. AND JAMB IN DIATE ANGIQRS FOR OTHER SUE UPQTS I NOTES 8 AND 9. 6. ,. :N .. • P 1 '- ---�t- f 1 t f 11 ' I 36' 37 T/16'.1 8. /Trr� 73 7/16' ----,( 74AX FRAME WIDTH - - r 3CL; !DETAIL DOUBLE DDDR 11 Q ' [� I 11 11111 31 I X fITr 71 1/2' NAX FRA1 %TDTN NOTES FUR ANCHORS INTO VDOD TRAM: CANS RUCi(ON TYPICAL WOOD TRAM; ANOIOR TYPE IS 1)4 STAINLESS S ZL SrEET ME TAL SCREV 1 1 i /2''ENETTiAtION. MINIMUM %M OD FRAME ANC -IDR QUANTITIES ARE DE !CTiD AS S3-!D LINES LXCA i ED 6 nuND T4( P:R'J4£•7E1 OF EA UNIT _._vATION. DAAVN ?=R°E,ND1Clx.AR iCt Tot FRAME. S NUTRIA! SAW SPACE Bi•TVEEN TRENC :: 7C]OR FRAI'6:: AND 'ADD MANE SUDS "RATE = I /e I LOCATE ALL NOTING STILE AND MLL! tN END ANCHRS VITHIN 6' IRON C_NTERL:r:E. a64 'ir. 5. LOCATE INTERMEDIATE HEAD ANL SILL ANC43RS AT 4 FROM rRANE ENDS AND 1A' ON CENTER MAXIMUM, PER TEST MOCK-UP. Anil-Mai 0.'1STiaS !Vt c5) 4104 S AR: REWIRED Al Kr71Nr. STTLZS Ir DIAJBL: DOORS AND MA.L,'Dr ANDS. ADDTTT@ut 0 11ST S or TvQ cV ANCHORS ARE RE9U[dcTc at MM-PAWL. & LOCATE 1NTERt 'il1ATE JAMB .1CMCRS AT e' 'ROY FRAME ENDS f. 2r' GL MAX.. xR 'EST K1GC -Ltp. 7. LOCATE ALE. NINGE /LQCX-SE ANC V1T:•!IN 6' . I!, KINC/L'YJCSi ZNTE2uNE PER TE.T" MCLic -Le. 8. '. ENAi AR_ SCALED vi =VS iF EQUIVALENT 'T_s7 ME' U41TS %Da 'Xx 'DXJ'. ]R TUC' CuNriGURATIDNS. 5. LOCATE .4 AD. Sil„ AND JAN3 iNTE 31Ai: ANC4CRS 'DR OTNO S:iE thVITS '_R NOES 5 AND 6 I TM WINDOW & DOOR CO. 447 • mL ,,m -q i 601 NW 12 An.. ?014 3i.ACE. FL I F RCM I PRODUCT DESCR'v'T10N LINT :Rt Rl SERIES 2 30 FRENC4 MDR 1 J GLASS TYPE 4 3/16' TE,MP�R D GLASS TEST L44 CRTIF1ED Ti.SrD4G1.4BOROUS 1 1 TEST REPORT NIY CTLA 136V - 4 *4 %.,, u , FILE Nai CcNF'1 SReett pole Rev. !A9S23tOSEE f? UV OF 9 TO - 21 -? 4 -28 -00 di r 7?'IL. , - ! I'+& me Fit AP C 11 GLASS cry. x GE 0 0 . 1.314• • vmr& - : - • P.T. SOUTHERN Typ. ETA[ pric MAKING NM 41011D MN/ g 0 1/z :6 , YAS. :3NC. C3Nc. ••••••■•-•1 XIX CIO © ICUS e:••:•rt , al , :/•• " • I DMZ= imago. R12141=.4 IO 7 at 0 =76.< 033.2 41<.<20 vista tt, 41)42 rrt.2 • onyia croz." 7. n d?- raw< v170). 2 f66e_,2 yr' Il XX- • •••••••:0 Sou 1 taxies • X MC% • •'6 • ! • VO • A • •Z r mo 1-:K11,1 • 44. . 4os :•:" • 4 ILO 1 .. 0 1 a 43.4" • 14• MO • 41 3 34 1.3' , ■•••01 UOC• 11.2111g • )0I • 1 %ex Sco XX 1 3 1/8" Si x0 • 0.00x1 -00 1 -Oce e7*-7 1116 1-1113.91 • 10.1" Soo 1-101.21 0.32 • ts..r t r.• 11 7.0.31102.21, . . 1•4" • 1.1.• 00.0 I .312 3 ra: • 0.7 312 ::x *MIMI • =et 4,1 0 , 40 , 0 u•I•pl C• ...MOS -Cat co.-.•C -• • • •D P*0 • •A • 7.1J141.00 niAr•• u• assexxx• uttexe ?MAIM KIM; as ' 5,0ax wec • UPC I wsx Sacern ! "e SA, Max Is- EL Ws0112C SA- laxcera Lt. rAcxx Frteraa See X • easssul - 3sor•730 I • 0 " 1•uol ••0 1' l'Oz Creitumen • aXC ;4 • 1 MD 1-* I 33.0 3-1 e MO 1411711 al° 1..losi foo MO • .93.; I D *•: IDA .1:LE • COD 3 AU KO 3 -V.. a I 010 33.15 • .7-7 •-• 10.0 i aaa 1..4e 1 MD - 1 10 .0 3 - 2-7 a 90.0 ; taD 491 03.6 -XL. 3 - 47 i i4" EDO i I - al I Z - 1 as.• 3 4.1 9 , „9 3 .. • 3 64 9 • .3a9 3 7- .33/ • 2 60.0 ..7.5 0110 -yew, Law SIdeelin SA. •41 • 2 71•71. S.C• XX I UT SA yrs.. 1 214r..4 nrrsa vivo, • .0" • 4.4 ina Gril7 ..i7 1112.13 •-r • r-r IOC ,.;ioj o 1-1121S1 060 ;41691 m.0 l4o2i 647 • t.e• a1.0 1 -10121 1110 I-10121 100 610121 1110 0 -1C1.2 • 6-7 EDO 1 -712 1 MO 1 -742i 00.0 1 482 1 103 1 .7E2 1 • r.o i 922; .aj 1 1 1 423 1 0119 1 .e.c.3 1 104'3 1 6.4" • ta.• 1 MO • .017.7 ! DM • -nal mo1.7.2.318.71..3 . . -02,0 712 -721/ •a2 •35,2 1 0a •••7 9 a-1123131 MOP-009ff 1-110 707 - -C171 - 71 3 49.11 a :am:7u . ••r• \.,.. r 14' MAX ;An= Oacr UDO.C.IC • i// : •-• • gut .4regurtala • 'XXI u •09, Som. 7,7, SA, w.c3111 SOL xAcx V Wesel ;rime Eau X WC • 00 0x • n• ••De I . 001 • 1 -at 1.1101 I • ••• .4 , v.; gap 1.11041 32.0 • •11611 010 :-.31CS0 Z10 -al ' • 07.0 , 1 100 1 -373 1 310 ZIA 1 PIZ 3 4.11.0 • ta0 3 -tt 1030 -meg saa I-4:e ma 0013 . 31.0 44.41 1 011.0 it6 II 1 t-7 COD • .121 SOD 1.0.1 1 u 3 • Ail 3 .733 7.3 i/s • r.-7 exo ALS ll 3 l •• •• 1 C111.031 I , -. 0 7inhon • afeNSc•b•r pa x"'"V-1-71;cap ex3:01 Xxx 0 ,3rma Sew X< 2 yr :a : .111' Si 1 44 Si ITU ZOC7 • 1 • 09 1 • OS •Ou imire • : • 6- 010 1-1E, Ma 1,a 1 92.D 1.$7I Gant 1-11031 1-110.11 922 1•1 ILO kat 2,7 • s..r 010 1.101,11 m 1 .101.21 IMO 1.10121 D wou f-r 03.0 4 621 92.0; 412 920 IPSO ;4' : rr-74. L ..o . mo.. I .613 :4' * f-.3 SO C •32,7 I 0110 1 13.0 1 NW 1 - letl 1 •913 3 re; • 3.2,312 -117L1 TM lit'iNDOW & DOOR CO. SO: NI' :2 AVE.. .A110 BEACH. FL PRODLICZ DESCRIPTION sax :.20 razx DOOR I G I 3/6' TEMPcR=D GLASS Fasii l ki Ls.zgar.Lard6L1192.6221tra_. fe: ELS, CONP.G.!Sile?t !Dame, TrST RIART CTLA 136 - IP rYJ 7 Or 9 no-21-n 4-.?6-011 • 10 Ai a = - x i •, t 0 6 ' 4 ' F o CJNC. CONS.\ r vt. 3/16 Ti.. C‘ASS .1 CL I I 11 :' I 11111 11 I r;n , �6, --1 71 ' /2' D.F. 36' — 143 1/2' MAX FRAME VIDTH ---i" SnarALE DOOR 'J/ EACm SIDE AZ: At l T= . 1 11 11 A la 1 II 11 111 t 9 11 �/g 1 .1 _ T • I1 1111 !1 111111 : „ I \ . III I _ .� 11 - , _ so' X • •iI -„ : - II -.� _ L. 1 7_ 4rLi:1 w N1$ )/ °I1 //II • I— - =1 j I 1 I , ��� I I 1 h , � j / /J� _ I . •r. v 1,— ' i lJ I • r (10 II 111111 •1' 111111 II :` :09 7,16' MAX 11 NOTES :a,/ ANCHORS INTO STRUCTURAL ;,ONCRE7JC3S :.ONST?1JCTION I (T b37 7/16' -l' MAX .�ii AID VIDTH OIL! DIR VTDI MILE MIE EACH SIDE 1111 111111 111111 H aim a AAA la , pmt. Al 111111 1Mo'. • cu. 36' 3.7 —ter— E6' - /--- '. • - .! ?' 'tx R AwE . :]' -- °1CAL CONCRETE ANCHOR TYPE IS ;/:' DIA TAPCON 0 : 3/'' E>13E3NY47. 2. MINIMUM CONCRETE ANCHOR OUANTTTtES ARE DE''►CT'uT AS ;alp LINES LXATE] AROUNC TE PERIHET:.R EAC-I UNIT ELEVATION. DRAVN PERPNI0ICLILAR TO Tn'L :RAKE :. MAXIMUM SHIN SPACE 9ETVEEN ( FRD1O4 DOOR FRAME AND THE CONGCE /VOOD SUCK SUBSTRATE I 4. AINIF#! 4 1/4' DIA i APCON EDCE 3ISTANC i ROK EDE CF CONCRETE /BLOCK ' 2 1/ ?' (10 DIk) MGUMLJI PACING 3ETVEEN 1/4' DIA 7APC3NS VITNIN 'ANDOJt GROUP' = 3 < DIA-% - :"xfi T AS TND:rvtTED - 119 - Writ - NUKl ? T BEt11v, 6, HINDU? 1/=' DIA. TAPCON EMBEDt4�NT F32 HOLL DV COKAL-7,E 9LDCX : I/2' 7 '_XATE ALL NZETING STILE AND MULL Tnf J4 END ANCHORS 'N 6' :ROM CENTETU?NES. AND ? 3/B' 'JN CENTER IIIFQNUM, PER TEST )t1CX-UP. B- LXATE !NTE.R!E31ATE HAD AND SILL ANC : - RS AT e' ;79! :RAMC ENDS AND '.�' 71< CENTER .MAx. • PER i_S MOC <- :JP. ADD1TrON4L C'. . usIERS Cr Slx (6> ArC� t ARC REDUIRJ Al MC :7K ;111..::: ' iCICLD DOSRS AND MULLION JAMES ADDITIONAL :UStElS DT TVG (?J ANo�R2 ARE 4SOUIRr„^ AT mill-PANEL 9. LOCATE INTERMEDIATE JAM9 ANCHORS AT 4' : ROM FRAF: ENDS AND CLUSTERS 7 TVC :2) ANCHORS 24 ON CENTER MAX., PER TEST KOCK -UP. 10. LXATE ALL M1NGE/LDCK -SE ANDERS VI'HIN 6' FROM .'INGi/L.DCKSE C:NT_ZUJN_. PER TES7 MCZK -UP. IL ` "VATRONS ARE SCALED VIEVS CF EOtUJVALEIT 'TEST SIZE.' LACS FOR 'OX', 'XX', 'OXO', OR 'WO' CIDFIGI1RATIDNS I? L.^CATE MEAD,. SILL, AND JAMB DNTERMEDIATE ANCti'DRS : OTHER S12E UNITS PER NOTES 0 AND 9. 1/n.� CI USA 30L I DETAIL I � ... • I I I I .' � m ICAO 1 .) v� 3 6' --1 7/L6' ( 73 7/16' ---1( MAX FRAM( VTDtN HMS rOR ANCNpRS INTO V13011 FRAME C]NSTRUCffN • V •I_ J _3 7•R'2?, IINTERIOR: 3"l I I O MAX FRANC MOTH - TYPICAL V000 FT(A4E ANC'IGR TTPE !S ra STAINLESS STEEL S!C1 METAL SCREV x 1 1 / ?' 'PENETRATION 2.. MINIMUM 'JOOD FRAME ANCHOR OuANTIT►ES ARE DE'ICT=D AS SOLID LINES LOCATED AROUND THE PERIMETER OF EA UNIT �_EVATION. DRAVN PERPENDICULAA TO TYE :RAK. MAX :MUM SHIN SPACE 3rTvr_N :RENO+ DOOR :RAKE AND vCOD "RAM; SUBSTRATE r l /,• _,CnT_ ALL MEETING ST►LE AND MUL_!F0 END ANC->44S v :THIN 6' FROM CENTERLINE. PER TEST MOCK -Up !. LXATE INTERMEDIATE <AD AND SILL ANC`(ORS AT :or. :RANEE ENDS L ?a' ac !tax., PER TEST K1C <-JP AOD!TIIIMAL C1USTut1 S :x (6) AMC!CAS .Rr REOIIIRED a- ■tETIAG STILES DQlHL_ =Hs aN0 s LL!ON . 10413S. ADDITDINAL CLUSTERS Or TVC (0) ANCMCIRS REOUiED NI0 -SANE_ 6 LOCATE !NTERI+EDIATE JAMB AN:.:IORS AT : ROM r RAM: ENDS AND .^.UST_RS Y vO (_) ANCO3ORS 24' ON .ENTER MAX_. ?ER TEST MOCx LOCATE ALL NING/LDCK -Si ANCHORS VIT>11N 6' RC?' N:NG /LOcKSE" ::NT_RL :NE. �En TZST MOC4 - tP -' S. _VA TONS AFC SCALED VIEVS O: EDUIvALE.'+T ES' S: =E' ;R+ITS ;" 'r' Cx xx'. ' 1X !'. 12 '�XXC' ONF IGURATIONS. L1A'E <AD. SIL.. AND JAN3 INTE2MEJi . Are(: -C7S :JP J'' Si :E JN; : S a =2 NCTES _ 4N0 • :TM WINDOW & DOOR CO. 601 N'w :2 AVE. ?MOANOBFAC^ :. PRODUCT Sz 1P I I(DN SERIES ,30 :BENCH DOOR GLASS TYPE 3/16' TEMP ERED GLASS TEST LAB: CSRTWFIED TESTING LADORATCRIZ„$ TEST REPORT ftlk CTLA 136V - ;FILE NOJ COMPIG• (Sheet' Doty IRev, iPA95230ISEE (? N113 C 9 H ID- 2!-99 4- 26-001 ZE TALSE W(fl1 MT FE APPLID TD GLASS (prig 6 DOOR Mr. Seat.' I:S:..w,¢r11 F 1..t 0.1. one, I'.6' 9i. wt@, i =rrra it. TOT r 3>a5a i )111 S8 1 3 MI" Si 1 7W Si I wool • rlayi •001 .0,0 . -001 .Ow 1 .001 4,0 1 - 001 .00 ` 54 • 65 1 900 1 -:70. 1 17.0 1 -1 N CD I.1 7 ma I :2310 r to • 60 110➢ 1-5•6.7l 1101.169'7._n0 :-1611.7{ 9101•:219 ! 6J . 6d ■ 110 1 -,1.11 900 l.13.71 120 1 -11.11 800 I.Ili7� ` 6.6 • 6 -7 1110111; 12711 •432 04/L0•61.1 1 _';._•.s.s.. t- 9ta++lta r73a 1 42711 C0 1 -02.31 1 1 10'1.1 I t -7 • 6..7 t 90O 1 .1•1, t c.D I- 13:.71 100 ••12051 91701 -100] •11 1111.11111 ;/:'113X.4 102 CLIC mOi. :6' MAX SME : V. V11�Tii CONC. CONS. i - off =c= rkNt raw •141 W • 4t •W 1.043 411 1/16' lea n u: %••nom Go•r ICo* •7Ci • =••m. T=1 1 711/ 54 1 • w1c1 • ,om9111 -Oo • •o I 2+ . o. 1 Oa 1.161.61 ;4' • 120 t -:31.61 1 3= • 6.e t 92O I- 6 I 2 -5 • 9, 1810 l.vs , �: • 7.7' 1 a0D ;•:3991 :• • 6S 1 ma 1•:2131 :;•- 4i, 74; 1 10.0 1.11131 L i •T ■tCnx - 5 a„r 1•061111 -..w1 vow !Gang • ' 7 0r I . A-am. !ay XX r 318" Si 1 1wK1 ••..y4I•G01 -001 •• • 6-0' 7 ISO 1- :70.71 It 6.61 Ca 1. 1 it • 6.7 I mn 1 -11471 6.6 • 6J 1 90.6 I -7152. , r 6.e 1 00.01 c22 :.7 1 6S 1 6091 -141. - :- 4 - -, -ea 1irar.T81 • 6-7 1 94 1 120 1-11571 7( ,,' ?' MAX. "<aMr. 'J1LTH .DANE -S MAX. :• jtac. NOM.: Iowa ST9d :31 _C' E;: •:R �:onar=•••. 'W1e .•D.1 11.Wngnt e,Q• /•Havoc 0 .o0, - tit •1•U•G . 1..i; I to hie Con : 'N2Senasr (1 7 56 .w,c -,1 lrwsTtN'3' Ac�13E:twc+l • sr••• Sol X 1 313: y , : lA' so 1 : U9- Si 1 tin so I N ot ? , • ,.ry; -901 -S• I -901 „•e I -Doi -w , -0o, •Go ' a•8' • e, 1 70 1.462.6t 9 t 01 -161St Ida 1 -16731 ca 1- :ZOO) i 7- • 6.' 1 8Da •- :53 100 I. :mil Da t -::.21 1130 , - :29 1 3•• r e s 1 e0a I a.6 t 820 1 326 t 0.0 -CL6 l CO ; Sb ? 69D ,_1412 ma 1.44_4 1 12. ! .445 , 410 • -u 9 1 i? • f.T t aa.O l.i XI 120 1 -:1911 81D 1 -11621 b.0 .4061 7-7 • 1S 1 700 r• :2197 a0 1- 11911 610 1•:09.01100 C ": ;• J- 1 12.0!•. ;151 d)0 1.11[q 110.- :05.61 ,•1471 v0a 1 :.a11K11.1 wr • r 11:4 we7 5'4•t•.. 1:i Stw1t,11t 1.1wrm112rSCWCIId 51.*.rmr (?rrne Set )O( 1 2 111 li 1 rur sa 1 : 1Q 54 • ; ,R Si 1 w�1 . M¢•I -oo 1 •Jo 1 •00I -00 1 -op I •00 1 -'10: -017 • SS • 6-7 1 ma 1 -:071 1 .0 2•23.71 910 1•170.71 120 1•:Dat r 1. .6 • 6.a. 100 1- 1&1.71 eo.D I- 268.)1 61D 1.11_8.11 mD 1.:2'10) I 64 • 11 1 110.1 .51.71 1/7.1) 1.11.71 140 1 -:15.71 120 1 .71S./1 6.6 • ov 1 639 f - 1 90.0 I. Zia , •321 120 I •71.2 a 1. 1 903 1 -i3.3 1 100 I -5 l 9110 1 •11_1 1 809 1 U.1 l rJ ■ 6.4=._800"..44: 31_124.a23t.-7t-ett -Tt '. r - aaD I -5CG 71 t-r • 6d 1 w.0 1.',E.11 1 4 V01 910, -na.2l 1001.%1 • 1.0 1 1292 i . l 7071 I •'7. :•:01711291• OI :3 I n -» - Z' )r - 1/ 6'!132 1 .0••a1.0 VW.. r• 021 . 1 10 1 2•V•N57:r luvt :1.1190' ,, C40C:1_.t N4 CSOW.112C117 W0 Cro o .'. o Canin.%0m •'3X9' 4v+m 00.1 W0'1 $ 11s' tMTI 16071 w1rr12W it'mato 6'S1- 17J•�( =vrn tas X 1 3' .a ;' i 1 N ] ;1 ( l ' • IargN1 -01 • • Jo i ":001 •00 , -^0 • -Jo I •901 • ,0 • (-0 a 5•7 • ffia •16..61 430 ••16751 taa ••:arli 1001-:2031 3 7 1 1-7 1 10.0 + -:31 91 110,0 :•:3191 CO . -53161 i0a 1 .430 . t o 4. 1 Ca 1 30.6 1 000 4111 119 I .031 1 • ! -10.6 . 6S ( 3I da01-- ..1167a -4441 mal.0 /1 7J 1 10a :- :;891 ma ...ea, 120 •- •16.2( 030 , 41.6( • 1d 1 100 :- :691 190 1. :19.11 1032 1.1001 ma , .173 27.1 .7 • 1.7 . w.0 . -12631 700 1- 116..1 120 :•:05.61 900: •021.1) ix F-.-. SZ,UTiitiN PD4 -7m 1. au0C 011N) l • � {�� ! !Y °. �AI CE/14C C1S, 1 :1 7 � I lO{VC CONS. I J e yr ic ,V t �..., 1 1 %3/16 'PAM. .6 .1A;, •-voqu not • 1010 :e • 5.7 1 110 1 . :19.11 IS10 1.:25.71 bD •"124.11 ba • .96Y 1 1.S . 6-: ( 1110 t.at,71 ca • -125.7r012 1 -20631 630 1-$0 2 71 3 ' � 1 ' TM WINDOW & DOOR CO. 60: ;i4 :2 AVE.. ?O20A.•O PRODUC SCRIPTiON StRI_S 2'30 DUCIR <R.c,:lNr QRC:'D) GLASS T' P 3/15' 7_".P_2_D .+LASS T . C - F- ' 771 I b.:r AT c t TEST R_ ?ORi NO ILA 1 6V - IF fl= NQ( CONFIr.'Si :: !Dcte kg• . (PA•Sc'30°Sti n EV.1 C1F S 113 - 2 1- 9914-26-00 4.12.`'b!oo 047101 %0 2 63 'gni 116 1 IGUIN rum 80190, CV N1[ "k 2 92,°00 $ 2011371 D19ts.an :m0.,74 qa f2 crta m ga- 090103 Date Z9 0 Z Job Address 5 6'7 A/ r q 4, 5* Tax Folio Legal Description [ s /7 / F cl< q Square Ft. Estimated Cost (value) Signature of owner Notary as to Owner and/or Condo President Date My Commission Expires:. FEES: PE 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE APPROVED: C� Pre RADON Date tv d- a Zoning Building Mechanical Plumbing Historically Designated: Yes No Owner/Lessee / Tenant Master Permit # Owner's Address t 1 r• h A el— I J / r) Phone 3055 — 74.Z 7 Contracting Co. � A r (.e 5 (cJ • YO C-0 Yn Address 7/ o i.! 7 o Tom- rY . Qualifier ( I Alf (4 S LA .) • (-0 W\ SS# Phone 95Y 96/ /4'z1' State # C P C U 5 (9 ci 3/ Municipal # Competency # Ins. Co. /• -TA s 4 wle j ft 5d'g5 Archite ngine »Io f N e N So /7/7 v a EN c 2-A/c . Address 5 7 5 5 eo w c - - U,/ e. /C. t/ Bonding Company Address Mortgagor Address Permit Type (circle o : BUILDING ELECTRICAL 0✓ PLUMBING /� MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION o �C''� ciL 'P Pi--1J6VL g.eg' DCP ) ,52 a 0®.2 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 OF 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 perfonned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate pennits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I au . • rize the above -named contractor to do wo . . tated. • Li ontrac My Commi Sion E I /. o w P c,y I O F F C.C.F[ o C " 0 NOTARYS,,O 0 BOND 3 no a, 0 6 --AA: Date ate Electrical ���� 6 %/�is - lo Structural Engineer 6 / * �° poi 4 X0 4 ,00 s, p 0 � AFETDA VIT STATE OF FLORIDA) COUNTY OF DADE) The undersigned A attached survey, performed by performed on b is an accurate to to of s ey) p rl. 'sentation of the existing conditions and ( (name of surveyor's copany) 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 property without first providing a survey Tess than six (6) months old. The Aft, the agrees to remove or obtain property owner, fisher permits for any structures whi now may exist on the property p ope'ry which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures ma y inspections as applicable affect final fn ecti to this or other Further, Affiant sayeth naught. peemits.. Witness(sign and print) 4 s hereby attest that the Witness(sign and SWORN TO AND SUBSCRIBED before me tbis day � of Affiant is a 11 y (mown to me, _____produces 03 identiEcation. I , , t,s4 a0 o,; f1cs,L r o . .1, s-..[ 1. ' C � ANGELA k' r=rC tR * *.t,, „f cots 4'7'''' ' CC783C97 , FICA\ G9Y 00 )]..'12 ^,..' Mo1n^ C 11 5. . ■�? ' 39 d ?689SLSG8:XC3 ---- 35111A- S360HS- IWOIW:QI PT:£T ZOO £i? /SG 'o ZG8 N 3�(_ Miami Shores Village Building and Zoning Department Attention: Building Official I certiF, that I am the legal owner of the property described as , located a5 , '7 1 SWIMMING POOL OWNER'S CERTIEICA.TION In accordance with Section 33 -12(f) Code of Metropolitan Dade County, 1 certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however. does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Over — 6/6 /02_ Note: This certification is to be submitted with a swimming pool permit application in duplicate. Ti-d 7L669(32 0:: X 7)d ---- aSt911 P, S3dOHS S2/90 K8' .°N =-1 I : RESTRICTIVE COVENANTS PROTECTIVE POOL ENCLOSURE PREPARED BY: DECLARATION OF RESTRICTIVE COVENANT KNOW ALL MEN BY THESE PRESENTS: undersigned in 4 ./ 4 et 6 yx Curare the fee simple owner (a) o( the following described property situate and being In the Village t.,e 7 tt e- 1 c 9 of , rp P 1 Lot (s) a � Block�r ./�- (Subdivision ), A.K.A. (address) tf 6. according to the plat erect, es ricarded In fat goo / Page„ if g/ of the Public Records of Dade County, Florida, and Whereas, the undersigned owner (s) ` :.i ,rC ff.,4-, L 6 v 1R. atetre to utilize said Lot (a) as . sin gle building site, and the undersigned owner (a) do (es) hereby deele're and agree u follows: 1. That the property will not be used In violation of any ordlnaaces of the Village or Dade County now In effect or hereinafter enacted. • Z. That the purpose of this covenant is to induce the' VWage • Lae a permit for pool where the required enclosure is not on the subject property where the pool is located. 3. That if any of our adjoining neighbors remove any portion of their fenee or mall, or if oatrlmy property shall fall to meet wdo requirements for pool barriers, we, as owners will lmma lletely Install a protective enclosure to meet code requiremenb and will obtain a permit for suet fence. 4. That, we, es owners. bold the Village harmless for any negligence or injury that results from not baying the enclosure FURTHER, the nnderaignod deilare(s) that tide covenant intended and shalt constitute a restrictive covenant concerning the use, enjoyment and titte to the above property and shall constitute a covenant ruining with the land and shalt be binding upon the undersigned, his/her rnocrssora and auigns and ouy only be released by the Village 4 , or Its successors, La accordance of said VI loge then la effect. 1T( the undersigned haseaave ceased affixed hereto on this day of ' s R,�� VYITN£SS(ES) Signature and Prtat Signaturraod Print Signature and )Phut STATE OF FLORIDA ): COUNTY OF DATE ): SWORN TO AND SUBSCRIBED before ate on tilts v , :I_ hit COitirilini tt`'X Ira "•'Cal -� arc r+ • = c, as i ,';c? CC 0 S7 WHEREAS, the and (s) and seal {d) to be Signature and Prtat I HEREBY CERTIFY thst on this day pe obelly appured before known to me or has produced �/) (type of ldeatiticadon) as idea ; - do that he/she executed the fbrngotng, fr ely and voluntarily, for purposes , ere in expressed. NO 'X ;' LIC o b personalty and • echo acknowledge 1, p ? 117d ?L68 3L 30E X 1,1 1 - S3 OHS I Wt► I A: Q i T :CT, ,:0, E2/90 ?,08' =i'1 Eli Rev. 41 / r I 1 (We) acknowled e that a new.sgw,, ming pool, spa or hot tub will be constructed or installed at G " ami Shores,. FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346-91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarrn that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self - closing, self latching devices with 'release mechanisms placed no lower than 54" above the floor or deck; 1 understand that not having one of the above installed at the time of final Inspection, or when pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fine p :.500 and /or up to 60 days in jail as established in Chapter 5, F.S. - 3 0 -0 .„gi , _ „z,,,,- / /02_ / Z. 1 '.'",-. PS SIGNATURE dc DATE (t) OWNER'S SIGNATURE 7 ----- ' ✓2L ,fS P,� . ® ®comet •..ii; CrOR'S NAME (P PRINT) . — o �1a'. o R Y .. RN 1 ' • : .% Ot ` N rc CFF� P /c 39�d c su,Sitpteef4 BUILDING, DEPARTMENT IvosO N.6. SECOND AVZNIJC MIAMI 6M0At8. 2L0R10A 33136.2302 TeLEPMOME 130111 705•220• F82133151 756.S07t NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SA.F I1' ACT 'S NAME T PLEASE 1' n = re P 6= - 1: .v - 0 L p F' 3 N 7 '1 •: c. 7k } c �r� ' • C I : ZL68952,90£ : Xd3 --- - 36 1 J17 1 A S3dOHS - NON : G I £ T : £ T W. Ui90 a °N 211 d PERMIT NO. • ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE - PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with et Federal. State. Comfy. Village rotes end reputations. Wage <ssuntas no responslbtlity for accvrecy otlor resutts from these plans. 2. This copy of plans must be available ea buRdinp the or no Inspection win be conducted. APPLICATION Poo L DATE Z1LT%JI,NG • CRITIQUE SHEET JOB ADDRESS �� 1 146- - �� � T APPLICANT YI PHONE It SHEET OF • MISCELLANEOUS COMMENTS • 6A /O,1 (D,004. 0(40 nu s r 04 O� 5(46: 5 7t a roe co, C`?J ,44.7 INITIALS TO: FROM: NO «£T TO 0 �z Z 3W I 1 3Stid 39dd 3000 1W 01 Xel /X1 3d31S T8T Nte * * * * *fl DATE: ‘- O �. MESSAGE: ( Y 4.4 AJA_ (bizA 10050 \. E. 2" Ave Miami Sbores 33138 -2382 305 -795 -2209 FAX TRANSMITTAL Number of Pages Including Cover 1717T 196178616 L689SLS0£:Xtia - - - - 3EI 11I(1 Sa2i0HS IWtjIW:0I SS:60 Z0, 90/90 3WI1 1NI21d * ** NOISSIWSNtl211 FAX gISy) FAX: (305)756 -8972 NOIld001 /lfliacxi SlwLec ?/1EEage =36tid 2:102RJ3 Xi VS:60 90/90 S£6 3WI1 ' 300W 12id1S -- • - -= BL4I 1 PROPERTY ADDRESS: 567 NE 96th STREET : • M1�,MI: SCIC S • •• • FL. • • • • ••• •__ • LEGAL DESCRIPTION Lots 17 & 18 Block 99 of " AMMEN[7ED PLAT OF MIAMI SHORES SECTION No. 4 ", according to the Plat thereof as recorded in Plat Book 15 at Page 14 of th'e Public Records of D A D E County , Florida. WITIIIN ZONE COMMUNITY No LOT 16 SCALE 1" = 20' 120652 X 0.2' 0 2.2' r NAII. t+rs 0 'I' PANEL No 0 THE FLA FLOOD INSURANCE RATE MAP DATED I / 7 19 q5 PUBLISHED BY THE FEDERAL EMER- GENCY MANGEMENT AGENCY (F.E M A ( DELINEA TeS THE HEREIN DESCRIBED LAND TO BE SITUATED 0093 SUFFIX: J NOTES: • THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. • EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS. IF ANY. AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS. LIMIT AI IONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS NOT SHOWN IN THE PLAT BOOK. • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. • IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. • IF SI TOWN ELEVAT IONS ARE REFERRED TO N.G.V D. OF 1929. • UNLESS 01HERWISE NOTED, 11115 FIRM HAS NOT ATTEMPTED TO LOCATED FOOTINGS AND /OR FOUNDATIONS. BOUNV �URVpl' . • • • • • • • • • • • . .,• • 100.00' 6.8' PARKWAY 0.5' CURB J 22' ASPHALT PAVEMENT N.E. 96th ST. ORDER No 15' A L L E Y i" _ t 100.00' FIELD WORK Date 8 -25 -1997 Field Book F.W.O. 5' SIDEWALK • • • • • • REVISIONS U.p_t) .{-eD 5lIr'7tX I N.E. 97th ST. 50.0' 50.0' 50.0' 50 0' 7 6 12' MEDIAN STAI E OF FLORIDA g6CAR E. 9512- CUSIDO P L S. No 5034 /gAEZ & ASSOCIATES. INC L.B. 0 6356 9708 -1062 NOT VALID. UNLESS SICKED DATED A STAMPED WIIN EMRO35ED SEAL 33138 5 18 8.50' LOT 17 24.1;5' ASPHALT DRIVEWAY LOT 18 4 19 ;x.67 50.0' r— N.E. 96th ST. FI P A 4 t v l • $.s4 F NAIL if O 50 0' 3 15' ALLEY 20 50.0' LOT 19 50.0' 50.0' 20e. CI ' LOCATION SKETCH N. T. S. 2 21 50 0' 1 b b 22 g 50 0' w E Z w E 434 S.W. 63rd Ave. • Miami, Florida 33144 Office:(305)265 -1002' Fax:(305)265 -0608 BAEZ & ASSOCIATES, INC. LAND SURVEYORS • LAND PLANNERS K Q' 0 R ul .n VI 5 7 CERTIFIED TO: MICHAEL E. BYRD ANA C. BYRD GARDEN TITLE CORP. ATTORNEYS TITLE INSURANCE FUND INC. CONSUMERS SAVINGS BANK ISAOA, ATIMA 5 0 LEGAL DESCRIPTION Lots 17 & 18 Block 99 of " AMMENDED PLAT OF MIAMI SHORES SECTION No. 4 ", according to the Plat thereof as recorded in Plat Book '15 at Page 14 of the Public Records of D A D E County , Florida. COMMUNITY No. f INII I R1Y All fl :r: LOT 16 SCALE 1" = 20' 120652 0 0 O r) 0.2' 2.2' r ruAI1. • • ••• • • • ..• ( I(;i NI 1(1h - I I:I I I •'11•111MI: ;:I311S:1•,RS • I I • • • • ••• • • • • • SJ 6 lF1 ' hV'Ly 0 PANEL Nn. 8: e • •v. '1 0093 15' AL L E Y t I 100.00' X LOT 17 10.5' 24:65' . 3' CONC. / // 63 :65; / 1 / A ASPI•IALT DRIVEWAY 111E FLA FLOOD INSURANCE RA TE MAP DATED _V 7 _ Ip- / _ PUBLISHED BY THE FEDERAL ENTER GENCY MANGEMENT AGENCY (F .E M A (, DELINEATES THE IiEREIN DESCRIBED LAND TO BE SITUATED WITHIN ZONE X SUFFIX: NOTES: • THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. • EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS, MT Al IONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS NOT SHOWN IN THE PLAT BOOK. • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. • IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. • IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V D. OF 1929. • LINT ESS OTHERWISE NOIED, 11115 FIRM HAS NOT ATTEMPTED TO LOCATED FOOTINGS AND /OR FOUNDATIONS. BOUNDnFR`1: UR VI • _S' • • • • •• • • • • • • • • • • • • • • • • • • • • too' 100.00' q 12 MEDIAN • . • • • • • • • • •. • • • 39.00' oN l� / s�OR / Rg6. # 567' 6.8' PARKWAY 0.5' CURB —� 22' ASPHALT PAVEMENT N.E. 96th ST. FIELD WORK Dole 8 -25 -1997 Field Book F•W!O• STALE OF FLORIDA ORDER No • b g • LOT 18 9708 -1062 5' SIDEWALK • • • • • • ▪ -- • - -- • 500• • 50.0 • ••. •• / / / ' REVISIONS U P- p,IFeD 2,116, f 7.xx, ( E. BAPZ- CUSIDO P L S. No 5034 & ASSOCIATES, INC L B. D 6356 7 16 1101 VALID, 0)1165S SIGNED DATED 4 STAMPED WITH EMBOSSED SEAL . 0 0• • U' 331311 N.E. 97th ST 50.0• 6 / 15.2 / / // i / • {0901 / ) 110.0' -�� l/ /15.35'; 4, 1/ P•4-c44 fir. l�r ur,� 1 L•,( 50.0• 5 16 50.0• , /,5q.¢ / 50.0• N.E. 96th ST. 50 0' 4 19 F NAIL it DISC 50 0• 3 20 50.0• 15' ALLEY LOT 19 50.0• 50.0' LOCATION SKETCH N. T. S. 2 21 2171c' s o o• 50 0• 1 o b 22 g H 1- w 8 8 8 a BAEZ & ASSOCIATES, INC. LAND SURVEYORS • LAND PLANNERS 434 S.W. 63rd Ave. • Mianll, Florida 33144 OfFice (305)265 -1002' Fax:(305)265 - 0608 w 0 z O 8 w 0 z w z < z_ 0 l) I 0 > 0. m O W 0 , o, F z O a a n a y 0 a UI x C o n 0 0 0 z w Q z 0 0 11 n CERTIFIED TO: MICHAEL E. BYRD ANA C. BYRD GARDEN TITLE CORP. ATTORNEYS TITLE INSURANCE FUND INC. CONSUMERS SAVINGS BANK ISAOA, ATIMA x 0 Miami Shores Village 10050 NE 2nd Avenue V Phone: 305, 795 =2204 �Y) Printed: 6/26/2002 Applicant: ANA o Owner: BYRD JOB ADDRESS :. - 567 NE. 96 Contractor YOCOM, CHARLES WILLIAM Contractor's Address: 710 N 70 TERRACE Local Phone: 954 - 961 -1424 Parcel # 1132060171580 Fees: Description Amount (� FEE2002- 3522. Building Fee $420.00 I FEE2002 -3523 CCF $16.80 FEE2002 -3524 Notary Fee $5.00 '° FEE2002 -3525 Buildier's Bond $300.00 \A FEE2002 -3591 Radon 114.97 Total Fees: $756.77 Permit Status: Approved - Permit Expiration: 12/21/2002 Construction Value: $28,000.00 il If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. .-_ (� This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all Q_' 'C' 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 authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. .r Signed: Signed: 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, tatements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, sery - s •r employes/ Building Permit Permit Number: BP2002 -1137 BYRD ANA ST Page 1 of 2 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 17 & 18 BLK 99 LOT SIZE Total Fees: $756.77 Total Receipts: $0.00 NSPECTOR) BY: (Contractor or RI ilriarl • • RY• CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the application has been inspected for the purposes of re- occupancy pursuant to Sections 901 and 902 of the vfiami Shores Land Development and Zoning Code and that such property may be re- occupied by the applicant for single - family residential purposes. MIAMI SHORES Vff. LAGS, FLORIDA By. 7 Date of Certification: 6 //7 : q7 . THIS CER I II1CATE VERIFIES THAT TH,E 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 nil; 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 PARTIES ARE ADVISED AND ENCOURAGED TO MAKE U±EIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION THEREOF. Legal description: APPLICATION FOR CERTIFICATE OF RE OCCUPANCY hereby apply for a certificate to re- occupy the single family residence known as: (address) 11Lami Shores, Florida. 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, Florida, 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: 1 e: Contact Name: Telephone: 17 Print Name: e4 k f . * * * * * * * ** * *__ * * * * ** For the purposes of coaducting the inspection required by Simon 902 of the Miami Shores Development and Zoaing contact: Buyer: ✓Seiler._ Realtor._ Company Name: Application Fee (S50) Paid: Cash:_ Check_ Number � E Inspec-.ion: By a d Aooroved: r% Denied: Date: Comments: YI 411C Mfo. FOR CHARLES W. YOCOM CUSTOM POOLS PH 954 - 961 -1424 710 N 70TH TER HOLLYWOOD, FL 33024 7 -z' - o PAY TO THE .ORDER OF 1 A-1.--1/4._ l S r" 4 ! : , V ( I ( a- e s -e I $ / ( 3 PO p F. 11p1i- ledAr 1; ejf It �� �- /Q�Cy DOLLARS L! Zr" / ° _AVACHOVIA Waehovia Bank, N.A. Hollywood, FL 33024 1 . 411,2/. CSI:CrSOL. ►►►0046940 1 :067035641: L9 ?3? 99711' DATE 4694 63- 1356/670 BRANCH 4301 Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 ( Y) Printed:6 /26/2002 Applicant: ANA o Owner: BYRD JOB ADDRESS: 567 NE 96 cV Parcel # 1132060171580 Signed: myself, my agent, sery - s •r employes. / ' Building Permit Permit Number: BP2002 -1137 BYRD ANA ST Contractor YOCOM, CHARLES WILLIAM Contractor's Address: 710 N 70 TERRACE Local Phone: 954 - 961 -1424 Fees: Description Amount (.- FEE2002 -3522 Building Fee $420.00 I FEE2002 -3523 CCF $16.80 FEE2002 -3524 Notary Fee $5.00 FEE2002 -3525 Buildier's Bond $300.00 FEE2002 -3591 Radon $14.97 Total Fees: $756.77 Legal Description: MIAMI SHORES SEC 4 AMD PB 15 -14 LOTS 17 & 18 BLK 99 LOT SIZE Permit Status: Approved Permit Expiration: 12/21/2002 Construction Value: $28,000.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. �— - t1 This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with 'the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: ; — 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 regulations pertaining thereto and in strict conformity --� with the plans, drawings, tatements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either (Contractor or Ruilriar) RV• Page 1 of 2 Total Fees: $756.77 Total Receipts: $0.00 MIAMI SHORES VILLAGE BUILDING DEPARTMENT -. 305- 795 -2204 Building Inspection Request Date - O Time Type Insp'n ._...t /)/)2- f Permit No. c� / 13-7 Name Address5 V)) C_ 7 b Compan Phone # I' T _ T c `" ' 1 a,y For Inspector: / (� Name & Date Approved Correction Re-Insp'n Fee Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT - �6 305- 795 -2204 Building Inspection Request ❑ Time Type Insp'n , i = 4 it Permit No. / ? P C ) - U J ' 3'7 Name �� Address J ? 7 Company - )J2 } T ! Phone # / f For Inspector: / Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp' n )")/ Permit No. � ' `` C_ J Name ■ %�i _6 Phone # For Inspector: Approved Correction Re- Insp'n Fee � Address � L 7 > 2 2 ., Company j v ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date�ime Type Insp'n Permit Name Address Company/ n V, ' Phone # O I For Inspector: 1/ /7 0 Na 'O - & i Approved Correction Re- Insp'n Fee L fob Date Type Insp'n Permit No. Name Address 5 Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMEN 305 - 795 -2204 � (Y.Y Building Inspection Reques For Inspecto /' 0 3 Approved Correction Re- Insp'n Fee Time MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 2- O Time Type Insp'n Permit Name �. Address �b Company $ 6 1 1- / For Inspector/ / 0 D` Name & 1 •te- Phone # Approved Correction Re- Insp'n Fee O a MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Name Addresses Company Phone # V J v For Inspector: Name & Date Correction Re- Insp'n Fee ❑ zve Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time For Inspector: Correction Re-Insp'n Fee ❑ Type Insp'n Permit N Name Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date D,. ime Address 5 C r o Company /j Phone # 3 l� s ^ ^ a\-1\1 � For Inspector: 2 .1 1 0 ' me & Date ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7 - 2 Time Type Insp'n / 6.4.644.— 3)P ,2oca - k5e Permit No. Name Address a Company /3i) e Phone # 7 •4 ' 32-J 5431 Approved Correction Re- Insp'n Fee ❑ h' 1 U U For Inspector: ° Name & Date h v z,.. ‘ 7„ , 0 Type Insp'n Permit No. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date') Correction Re-Insp'n Fee Time Name, Address 5 4 (2 Company. Phone For Inspector: 6 Approved --.—� P,N9 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Name Address .56/ Company Permit No. P c) 0 a 310 For Inspector: ‘l I 0 D ame & Date Phone # Approved Re- Insp'n Fee It 1 S7.0 -e u erS .lam ck Date Type Insp'n Permit No. Name Address Company Phone # For Inspector: Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request D Name & Date la$ Date Type Insp'n Permit No. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time Nam- Address Company Phone # For Inspector: 1 Name a _ Approved i` /. C 1 — Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n, Permit No — fr5 \ 3 Name Address Company Phone # (l; For Inspector: Approved Correction Re- Insp'n Fee ❑ 0 & C ; ii L' ' _ame & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Name Address . S 6 /)t , r_ Company Phone # ® 7 0 1 1) For Inspector:/ 1 1 Name & Date Approved Correction Re- Insp'n Fee IT4 fr o PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER . Reeder _. ✓ 0•' /�� = �/ /9< � a — , ..' /1" / /02- ��/ f.5/ ,cA- g, ��/'�' 0) - //—$/ • f '' (9CO04i' t t. ��� _ ADDRESS 567 N. E. 966h Street Lets 17 & 18, Block 99 LEGALMiami Shores # I , Amd. RECORD 2AR ASE TAX Date' ` - �� Time Type Insp'n " �? ' . ^��a f a_;■' Cr3 .: a / Permit No. 1 2- Name ) A Address Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Phone # (-) i — / , % - For Inspector::/ Approved Correction Re- Insp'n Fee J. Name &Date 311 PROPERTY OWNER New Construction Enclosure Narne / �i� A Q.P, /3 { _ d Repair Address 7 q 1E 4764 h s f. 1 ShO (eS, F Alteration Interior 33 Home Telephone (3 Os 7 2 - -/ - Relocation of Structure 6 . Shell Only Business Telephone /'715 J ( \ 313 C —. 4 7 F ax Other Add'l Detachment TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS - The folldwing steps must be t• ken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Job Address: Folio Number ARCHITECT Name License No. Address Telephone Fax Complete the attached permit application which must be si ng ed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. 5 '/E q6 h 6-1 10. > S hoire. , FL 3� / 3 City Stat Zip i d /( peLt,e dt /i/ -Prole) Address Apt. Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT CHANGE (✓ ) Description of Work Master Permit No. Subsidiary Permit No. 0 • 1.� �g p c tr - 1Q.CA. ref cc) / f7\ Zoning Sque Feet value of Work /c i COO Tax Assessed/Appraised Value Flood Zone Linear Feet Units PERMIT APPLICATION Floors Bldg Value Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read ca relulis. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Conunencement must be recorded at: 22 N.W. 1st Street, P Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLO Signature of Owner M/ / ae 1 {r1 Print Name S to and subscribed before me this tretaA M BECKER OOMktISSYON NUMBER qtr c Q CC766697 e MY COMMIS�:ON �� al F��e NOV. 1 Personally known SEAL: UNTY OF AMI -DADE OR, Produced Identification STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: Phone: 305-795-2204 r Printed: 8/12/2002 /6 0 N Miami Shores Village 10050 NE 2nd Avenue Applicant: ANA Owner: BYRD JOB ADDRESS: 567 NE 96 Contractor Local Phone: Ana -Byrd Michael - ph. 3054624906 561 N.E. 9801 St. 63188 2186 Attic nt $ho€e6. ' 41/4 `2' 70 it,00:1br .rIL� A , sHmUST BANK Parcel # 1132060171580 Fees: FEE2002 -4442 FEE2002 -4443 F E E2002 -4444 FEE2002 -4445 M 4q Q L L 3a088 1:06 LQ943O Owner is Responsible for Maintenance of Contractor's Address: All Village Sidewalks as per Village of Miami Shores Code of Ordinances, Including Driveways, tr Caused By Current Construction Activities. Legal Description: MIAMI SHORES SEC 4 AMD PB 15 - 14 LOTS 17 & 18 BLK 99 LOT SIZE Description Building Fee Buildier's Bond CCF Notary Fee Total Fees: Permit Status: Approved Permit Exnir° Work: INSTAI I D ^" 6 3_943/631 5388 Building Permit Permit Number: BP2OO2 -1388 5388 BYRD ANA ST $/7/ ,/ex. /l17)° v ©LLAvis' (Contractor or Builder) Amount $160.00 $300.00 $6.00 $5.00 $471.00 ZING spection. BY: Page 1 of 1 MIAMI SHORES VILLAGE NOTICE Total Fees: $471.00 Total Receipts: $0.00 ;tion Value: $10,000.00 o verify, there will be no inspections. Re -in ection ;tall the equipment or device described in the application herefor in strict compliance with all nce with any plans, drawings, statements or specifications that may have been submitted to irk is not done in compliance with such ordinances or if the plans are changed without itractor or builder named above assumes the responsibility for a thorough knowledge of the a wings or in the statements or specifications and that he assumes responsibility for work done BY: in compliance with all ordinances and regulations pertaining thereto and in strict conformity DISNEY res Village. In accepting this permit I assume responisibility for all work done by either CRITIQUE SHEET JOB ADDRESS 5-4/ ftle 'F6 s APPLICANT 4y PHONE ## APPUCATION e u SHEET OF • R MISCELLANEOUS CATE ZONING ' COMMENTS =cam -- PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT • SECTION ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL gl V o a S vie vbe r-Gt ie-C ( ( li d i/ Lo /he /) ( » £.6/e74 - /t- in s. BY 1. Subject to compliance with eft Federal. State, County.VUtage rules and regulations. Vffage assumes no responsibility for accuracy of /or resutts (rocs these plans. 2. This copy of plans must be available oc tuning elte or no Inspection will be conducted DATE INITIALS COMMUNITY No. PROPERTY ADDRESS: 567 NE LEGAL DESCRIPTION Lots 17 & 18 Block 99 of " AMMENDED PLAT OF MIAMI SHORES SECTION No. 4 according to the Plat thereof as recorded in Plat Book 15 at Page 14 of the Public Records of DA DE County , Florida. LOT 16 120652 SCALE 1" = 20' ASPHALT DRIVEWAY PANEL No. TsEA7CA O[F S J 15' A L L E Y 100.00' THE FL.A FLOOD INSURANCE RATE MAP DATED /7 , / 7 _ 1p _ / < PUBLISHED BY THE FEDERAL EMER- GENCY MANGEMENT AGENCY (F E A I. DELINEATES THE HEREIN DESCRIBED LAND TO BE SITUATED WITI'IIN ZONE X 0093 96th STREET SUFFIX J NOTES: o THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. o EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS NOT SHOWN IN THE PLAT BOOK. • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR AT TESTING TITLE COMPANY. o IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. 0 IF SHOWN ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. O UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATED FOOTINGS AND /OR FOUNDATIONS. BOUNDARY SURVEY MIAMI SHORES , • FL. •••33138 • • b 100.00' 5' SIDEWALK 0.5' CURB 22' ASPHALT PAVEMENT N.E. 96th ST. FIELD WORK Dole 8.25 -1997 Field Book F.W.O. ORDER No 9708 -1062 {� • • • ••• • • �/ A V r: •9• • • • • • ••• ••. N 971f1ST S • •• • • • • 5 0.0' s; .o': : o.o' X1.0 D. 0, • • • ••• • • • • • • • • • • • • 7 • • • REVISIONS UP -��4ev STATE OF FLORIDA •. • R E. -CUSIDO P.L.S. No 5034 & ASSOCIATES, INC. L B. 6 6356 • MN VALID, UNLESS SIGNED DATED 6 STAMPED WI1H EMBOSSED SEAL. 6 • ,50.(F 50.0' N.E. 96th ST. LOCATION SKETCH N. T. S. 5 • • • •• • • • •. •• • • • • • • • • •. • 4 19 • .• • • • • • • • 3 • • • 15 ALLEY 20 50.D LOT 19 50.0' 2 21 50.0' 0 -0 P w wZ > 0 U U 'D � U W W 2 U' O Z W � O � 0 F W f z 0 >. , n m U w dl U 0 z O D n. 1L n CERTIFIED TO: MICHAEL E. BYRD ANA C. BYRD GARDEN TITLE CORP. ATTORNEYS TITLE INSURANCE FUND INC. CONSUMERS SAVINGS BANK ISAOA, ATIMA BAEZ & ASSOCIATES, INC. LAND SURVEYORS LAND PLANNERS 434 S.W. 63rd Ave. ' Miami, Florida 33144 Office:(305)265 -1002' Fax:(305)265 -0608 g o N U Q O 1- • 11 1 • • • • • • •• • • • • • • • • ••• •• • • • •• • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •C L'L4't� • • • ••• • • •• • ••• • • • • • • • • •• • • •• ELECTRICAL .1_x.1,1. Minimum Fee ()Ty. TYPE Dryer Q . Outlet, Appliance Q . n . TN pi.: Service Repair QTY AJC Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE : Minimum Fee QTY. TYPE Condensate Drain QTY. TYPI : Generator Q'I'Y. TYPE Refrigeration, Tons Q'I'Y. AJC Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. 'fVPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinlder System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY Di 8' 7 Zoning a�6,' Electrical Mechanical Plumbing Fire Public Works Structural / z_ Building Official 1 3 Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ $ 1()0 $ - 3 v $ t - 0 V (sq.ft. = x/1000 x ¢.60) $ $ 0 v ISSUING OFFICIAL REVIEWED AND PREPARED BY: (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $' 1 DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com