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898 NE 91 Terr (11)DATE: TO: FROM NUMBER OF PAGES INCLUDING COVER MESSAGE: 3 BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 - 2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 FAX TRANSMITTAL BLDG DEPT FAX: 3054 49 (al FAX: (305)756 -8972 _ pe-t Afivet e . THANK YOU Miami Shores Village Hall s BUILDING fit' PERMIT APPLICATION -1 FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing M C 1-1A6L. 8e 7,� 7 - Z Owner's Name (Fee Simple Titleholder) Phone # %.3• y o Owner's Address 898 /VE 9/ - 7 - 6dettiVE City 011/ I S ADA State r� Tenant/Lessee Name ----- Job Address (where the work is being done) 641116 A S t46to J6= City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name I( I i 0 0 Contractor's Address ( V.35 (4) (1/ City I-1 I n It1 n State Qualifier J(Sc J u I Jn O $ Value of Work For this Permit Type of Work: Describe Work: Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Addition ❑Alteration Miami Shores Village 1 5 20, County Miami -Dade NO ✓ Permit No. aster Permit No. Zip 33(3V Phone # State Certificate or Registration No. Certificate of Competency No. C l S 2 Architect/Engineer's Name (if applicable) Phone # Permit Fee $ Training/Education Fee $ Radon $ �---- �� Structural Plan Review. $ Zip racy f Phone # 3(). &aj u c 50 ,�-i - 3O Fl of C1Gl zip 3I C,o ❑New Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ 'Repair/Replace ❑ Demolition Technology Fee $ CO /CC so Bond $ �� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature o caner r Agent l ' i ntractor r Alen!-- The foregoing instrument was acknowledged before " m � me thus /6 The foregoing instrument was acknowledged before me this) J day of , 20G' by li e � t,!/ �jtc k . day of Der. , 20M, by ) OS 1 CI 0 , who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. who is personally known to me or w i h s 1 , Sign: Print: Chc 05/13/03 NOTARY P IC: APPLICATION APPROVED BY: NOTARY PUBLIC: Sign: Print: ROBERT J.$CAVU2ZO �e;, . '• '� . 113 My Commission Expires:,,.•;�;Y i My Commission Expires: �,� r,„,Fo `o � EXPIRES: October 14, 2008 ,.. C 3 My Bonded Thru Budget Notary Serviop * * * * * * * * * * * * * * * * * * **A* ,,.i itieh 4MS81pt 'HTDS16$i1� I ** * * * * * * * * * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** _'•'��' August pF U T AI INSURANCE }HR TROY FAIN INSURANCE, INC * * * #** * ** * * * * ** k>V * #******** **** ** k # * * *Me k k k **** k* k*i r 'V* * ** * * *** ** ***>V ***** ** ** * * ** **** * *# # * ** * * * ** DEC 15 20 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 12 /22/2004 Applicant: MICHAEL Owner: BECK JOB ADDRESS: 898 NE 91 Contractor JULIA() GARAGE DOORS Local Phone: 305 - 826 -0250 Parcel # 1132060050310 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1642 BECK MICHAEL TERR Permit Status: APPROVED Permit Expiration: 6/13/2005 Construction Value: Work: GARAGE DOOR Contractor's Address: 2033 WEST 62 ST #304 BY: $500.00 Page 1 of 1 Legal Description: GOLDEN GATE PARK ADDN PB 6 -130 LOT 1 E25FT OF LOT 2 BLK 3 LOT SIZE Fees: FEE2004 -13093 FEE2004 -13098 FEE2004 -13101 FEE2004 -13102 FEE2004 -13103 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $9.00 $112.30 Total Fees: $112.30 Total Receipts: $0.00 JAN 12 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. SECTION BY DA Y 1 Zoning ` 1V Electrical Home Telephone gt� 5 _ 21��m; Mechanical 7. { �,o j] //, /., L Plumbing ,, , Fire Shell Only Public Works Add'I Attachment Structural 7 ' I, I Building Official - ■i r CONTRACTOR Name Q _ ( nk License No. Address 8 Q 8 - yff 9 / iTe.r raec/ nItet/7"r 5'harr.s. .c S'/38 Telephone3dZ5 ' 757 - 7 5/02 0 Fax 0 / _sal - 3 4 5/ / Qualifier Name . \ PROPERTY OWNER . New Construction Name ,' eigae/ a), /� ,.y� / ° � Address 8 Q8 /1/E 43 / 7 /71 /. 01 t L I - Azsr95, race L cgr.3 / 36 Home Telephone gt� 5 _ _ 7 5/024 Business Telephone i6' / _ $'rf63 ._ 34/4 / Fax 561- 803 - 3 4 01 TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'1 Detachment Other Page 4 OFFICE USE ONLY ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) CI OTHER (Specify & Attach) PERMIT APPLICATION CHECKLIST ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) 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 A 5o, o o $30 $ 9 04 $ (¢.005 /sq.ft.) ( z .60) x/1000 (¢.01 /sq.ft.) TOTAL it. ISSUING OFFICIAL REVIEWED AND PREPARED BY: 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 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 Dep• ent for processing. During the processing of your application, you may be asked to submit additional information. ob Address: .898 4t 9/ 7ivr /f / 8 d/1I/ ' g3 /3e Address Apt. City State Zip • r Folio Number d . escription of Work . /U/ F2,' t /''/L/OJ ,6 ' Lot Block QirkAt A4) (9_,C1/4; Subdivision PB PG Zoning a Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property )slue of Work ff if 0 D('.- Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE ( ✓) Building / Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. PERMIT APPLICATION Subsidiary Permit No. ENGINEER Name License No. Address Telephone Fax ; c 6`1S (c ELECTRICAL . I . vPF Minimum Fee ()Ty. TYPE Dryer QTY .Lvi,I,; Outlet, Appliance QTY. TN pi.: Service Repair VI' Y. A/C Central 1 -3 Ton Fan Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton - Piping, Flammable Liquid Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8 -15 Ton Bath Fan - Vented, # Fixture - Fluorescent Pressure Vessel 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. TYI'E Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons Q'I'Y. 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 Solar Water Heater Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid S Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Pump and Abandon 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 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 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 / &I gnature of Owner Signature of Notary /4e 44e/21), igek Print Name ? � Sw�an subscribed before me this v day of SEAL: Personally known of 0 0/1ROLEE MCINTIRE .� MY COMMISSION it CC 925452 '-�� v EXPIRES: August 5, 2004 L Rf ho' Bonded Pau Notary Public Underwntm OR, Produced Identification Type of Identification Produced: Signature of Contractor / Qualifier /eke/a). iSecik Print Name om to and subscribed before me this ( day of PERMIT APPLICATION STATE OF FL ORIDA C O Y OF MIAMI -DADE orida CAROLEE MCINTIRE MY COMMISSION # CC 925452 • • .:) August cook ... .:;ryPubic tlndsrwduts Signature of Notary Public SEAL: Personally known OR, Produced Identification Type of Identification Produced: 1 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: PERMIT NO. v I c • ADDRESS: . MIAMI SHORES VILLAGE BUILDING I ZONING DEPARTMENT SECTION BY DATE ■ ZONING . .. • .. .. ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL I. Subject to compliance with nit Federal. State. County.Ydilage rules tad regulations. Village assumes no responsibility for acourecy odor results from these plans. • , .,� Te, JOB ADDRESS APPLICANT PHONE If • APPUCATiON iii)D/T7dN • SHEET __OF _ .-- -- MISCELLANEOUS • GATE 710 1 ( q / 5 / 7 rboo,e €Z.PVf7/ o - Ct e 11 -" 8 C fit L 5(7' 0A) - f _ , -r , 'o 0 F S�� 7' /caw Eh-ci rig6- UKI l IcUE SHEET vi C3D wiIi4T Is 5 2. This copy of plans must be available cat bufding site of no Inspection will be conducted. COMMENTS INITIALS 5F // S/1-oe4)5 , 1 6. // T g G (See 3'w -ve�) b Q /SC :._ : / /ON /P Cam[ Ste" �f k i�6� Ay, �F i4&i6 ,QOOII - fUa prc.c.oweo 62. Se /4 Fc f /Atr L.:: PA-7.1 �� .aag To eetc , .4 hi6 h7 F& C. 4 ,v kr R ooh. ? 4 l; Gl / j` 4 8 k — gqg N� 9/ "'er i0� Tr-7. 0: PEE w : `S' " GLGf' y - C0D � C -O shy Fla 5 4auc 30" b . Go 'den 1J! ll Al iv 5 bP 1 o � j n a ti:ceect 1144 ?AGE BOG-'' -0 w e - Down oft14y b 4k Mfr r ddcr s I / pressure r e S ( (r11) ,4y1 Plan, 6" deep w � Dom: r,. eio he-1 hi ept h -. -yes fo ` _.. A e 5 ox r y vats -(or ect k 1 -- a14e1sr. =� rkteet I - Pool' U vtl , es5 r►'e�r'G` APPLICANT PHONE If _. • APPUCATION . 4 7�? SHEET ___ - - MISCELLANEOUS FIRE PUBLIC WORKS STRUC BUILDING OFFICIAL • CRITIQUE SHEET ry 1. Subject to compliance with ett Federal. State. County.Ydlage cues cad regulations. Wage assumes no responsibility for accuracy otlor results (coo these plans. 2. This copy of plans must be available oe building site or no Inspection *lit be conducted- 5 /f Poo J 7/ O ic! ge_a Ch- L 7 /c s� FLT - go 0F st<�77c - c4 ''tl&s 5F , c(C ( W O J / /Of � v. ktoi /4 )04// ✓4(q'4' Me719' /T 39tid Jo= _ME: T! OF R.v�'_.ir : s I.LGt• z COLL. 5Iw Flo SGT' 34" ors. Ca Gvvr ¢ra r"1 juhr11 a J � 01C4-a.f lS r impel_ 8 - Fc 1 /E 9/ Terr. PAGE t.L CMC T rec.-1 all u1 oldwK otcil ] b • Clo Ne0 ViL / / //7 DE • e. t.9 li f opt e r r,o file (r an /' /art. Anr dtar e 6" de tall ii epoxy odu-d Appr - va is - 6)r - ea doer $ • "-on 1,a. sv e fs i'yt el pressure s.. 'C�vlleSS firer P"or 0r- I r'e5 ;s laahtr Z2.689SLSOE: Xtid ---- 30011I A S3NOHS I Wd I W Q I T9: LT a), ZT /T T 868 3'1I d j ` • JOB ADDRESS ./tz APPLICANT PHONE, ,Q APPLICATION ' ` /d/11 SHEET" . OF MISCELLANEOUS ..a 7 -. 4 ,i ' . 7 /f ”At9' CRITIQUE SHEET ?L, E_ 6 19Z. L Tian CL/1 .. ,o0 � T Ga./ o1. c, a #,9 iZ 39tid ZL6899L90E: Xtid 6d'T1 I A S32lOHS I Wd I W: Q I T9: LT Z0. ZT'T T 868 3-1I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI - DADE COUNTY, FLORIDA MICRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • Amarr Garage Doors. 5931 Grassy Creek Blvd. Winston - Salem, N.C. 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (in Miami Dade County) and /or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9' Wide. APPROVAL DOCUMENT: Drawing No.SFC - 590 -011, Sheets I of I, titled "Model #1200 WcathcrGuard Plus w /DuraSafc Short Panel, Long Panel and Flush Panel," dated 06/26/01, prepared by Amarr Garage Doors. signed and scaled by T. L. Shelmcrdine, PE. bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the requesttof e Building Official. This NOA consists of this page 1 as well a r a +pcu , t mentioned-above. The submitted documentation was reviewed by ndi F ` ' ont NOA No: 01 1017.02 Expiration Date: May 16, 2007 Approval Date: May 16, 2002 Page 1 16 GA. CAI •. :CSIDEATIAL IOP R0.' ER BRACKET (TACKED v/ (4) 1/4' • 3/4' HEAD SCREWS PER BRACKET / MAX R -TRUSS SPACING SECTION HEIGHT 8'0' 12 GA. DIJRASAFE ' END HINGE ATTACHED V/ (2) 1/4• • 3/4' HEX HEAD SCREWS (1) RAGA. DURASAFE ROLLER CARRIER ATTACHED V/ (4) 1/4• • 3/4' / HER HEAD SCREWS 3 3/4' MIN SIDER( N F' N.T.S 1/4 -20 • 5 /B'TRACK SPLACE BOLT AND 14.1 Olra pop / 19)' 194' ' 10 I MEM 0 MAX TYPICAL DURASAFE CENTER HINGE N.T.S. A 2 2 TYPICAL TOP FIXTURES ' N.T.S. TYPICAL DURASAFE END HINGE STOP MOULDING W FUMBLE SEAL (SUPPLIED BY INSTALLER) ADJUSTABLE ROLLER CARRIER ATTACHED W/ 123 1/4• • 1/2' B OLT L MIT PER BRACKET N.T.S. I: il. TI -= 2 5/0 • • 3/8' • 1006 / BACKER PLATES • POLYSTYRENE CORE (Si %ASP CORP. 7/16' OA BOLT RETAINER (1) PER ROLLER 20 GA GALV. STEEL SECTION STRAP LOCATED AT CA. CENTER HINGE ATTACHED V/ DOUBLE SIDED TAPE 113 SEC. • 2' • ID 1/2' 21' SEC. • 2' • 13 1/2' 7/16' BELT RETAINER INSIDE ELEVATION SLIDE LOCK ENGAGES INTO VERTICAL • TRACK ON BOTH SIDES 5/0' MIN ENGAGEMENT CONTEMNING TO SFBC 3603 -2. (SNAP LATCH OR SECURE LOCK OPTIONAL) TRACK MOUNTING DFT N.T.S. • 20 GA. GALV. STEEL END STILE ATTACHED TO PANEL (2) LANCES 2.5/8' • 3 1/2' • 1006 BACKER PLATE LOCATED BEHIND EA CENTER HINGE 10 BALL STEEL ROLLER 11/5' STEM N.T.S. 2' GALV. STEEL IRAQI J 19601 TS 00RESS .001' -ONT. vERRTCAL JAMB 2X5 SOUTHERN YELLOW PINE (NO. 2 OR BETTER) 5/17 403' • • 7 RAGA D RASArC CENTER HINGE ATTACHED W/ (A) 1 /A' • 3/4' HEX (CAD SCREWS R TRUSS SPACING SECTION HEIGHT ' TYPICAL BRAS SAFETY BOTTOM BRACKET ' 24 GA. MIN EXTERIOR SKIN / VRN G -40 GALV. L BAKED ON PELYESTER TOP COAT DIMS BOTTD( BRACKET • U 078' THICK ATTACHED V /(3) 1/4' X 3/4' - HEX HEAD SCREWS WITH A .095' BRACKET SLIDER I LAD Ways SIMTM0 9' 790E DOS MI 14' SFCTION A -A (SIDE' VIEW) N.T.S. 5/16' • 1 5/B' LAG [REV (I) PER J"ND BRACKET - WOOD JAMB ATTACHMENT TO STRUCTURE 0.G (I 1/A' D'Rm441311) WTI *00 140.T 3/r X 4' STMIING • PROM DOS 004 14' DC (2 1/r 13■004WT) Tall SQW 4ID(OR 3/B' X 2 -3/4' STM1N0 r 1804 DOS MI 24 O.C. (I 1 /4' 0l41'0AT) m/Msal RIKAD (TRW - ELT) 3/• X 4' STARTING I' IIOM DID) MI C 0.C. (2 I/r 040101041) KT STEW A10101 3/4/ X 2 -3/4' S422.20 r IRON COS MI Ix' D.C. 0 (/: / ITIVRANS0 TAPC04 1/4' X 2 -3 /A' S1M70 0 r 0901 06 IRE PARRS O • PAS1DOIS (r NWT) Al Is' 61(1 1/4' 041414011) SACS NO 50.15 CAN BE C0AIIOTSMI TO MONDE 4 0:91 4'00.11X0 224 T1� 411A11O1 O •300 JNN15 BY OTHERS ' 3 15/16' • 3 5/0 X 22 GA. (3 S /B' R- TRUSS) GALV. STEEL R - TRUSS ATTACHED V/ (2 1/•• ' • 3/4' HER HEAD SCREWS AT EACH END STILE AND (2) /4' 3/•• HEX HEAD SCREWS AT EACH SEC. STRAP 7 GA MIN ' INTERIM SKIN CrC -FREE EXPANDED POLYSTYRENE INSULATION 1 LB DENSITY Pj16A•F 080.9. ONT. ALL$. EXTRUSION V/ CONT. VINYL ASTRAGAL 6PECNICA100 AO NOTES GA rLAG BRACKET ' TRACK CONFIGURATION FOR 6 UP TO 6' TALL DOORS / N.T.S. JAMB BRACKET LOCATIONS M ON TIC T M LOAD K�TRAN4V,R 113 DC 'NITS. C IS TRANSMIRED THE 11 1 / 700 ON RL(I]lO W PORTION Or M LOAD 2. CAW WIRRAL -was 0034 A AIDA)4 0004 LOADS O: .. •134.0 LBS/FT • -271.0 LBS/R 3. DOOR APO NM0RME MU. BE 00020. YAM /ACTIXCB AND II0TALL0 0110 STANDARDS AS SE1 ADAM SY BASS 4. DOOR SECT100 MALI M 27 OA (.O•) MIL IPT RO1 AND 24 CA. (.022) BPS 01I01 ROLLED 70144. 0-40 ,... YANSAIKN 1/ BROD W P0.712170 MOM • 3. DOORS UP)O 717 NW CONSIST 0 (4) SCCTOO AS MOWN LI= (T) 3-5/1 R -TRUa PER SCOW S RA ( 000 ) 5/ M - T 0) PER 4 010 1 4) 501040 As 940 • 7. SN•OITBO sTRUCT4ML 1100 03 900 B( 00004 S T A NCO5TR0 PROM:9001. 0400 AM MID LOADS ' ROICAT4 04 105 044•0 N 001104 10 0110 1,040445. • ME «MOD O /8'D4G WAS W 9.10044)4 . 0.••H4AMCC WM DE PR0000W121 DESCRIBED IN 03114 0330 -14 A4( 7 -(6 4040 • SCOW 71.4. 0.10148 COOS P40ROOALS DO%. 202. 203 1•D 4.040 OC904 001044, TIC P11L4N110 9OW1 W DE CRAW= 1IO0 CA(LIRATO UMW DC 4041.0•10 PAAAIETOLS A 150 10■ PEAK CUSS •00 WEED (130 W1 FAITOT „(L) ' B. DOOR (004 0 01ST410 OM 5 MITT 0 00* ROT) SD[ 2 ant 500, but' EA(R.E111N6 60.51( n T 41 p . C. 73 1(644 ROOT (00)) AT •NT SLOPE O. 5470//4442 (ACTOR Or L06 L MORSE MT5ID Or 1. DD MPPWAL REOU1D IRE 852A54C(URI TO DO 76•40 Or 11• COLS ORD TO 2000CATE 00011 P00.5 000 (101 WILL 0 AC 0110062. T MWY Of 2 SPEta'O0 91'1 It OR 1B0& 404 COL •0 1061E OTS) AC(OmHC TO 43171 C-4 OT A GAOL OOMWY 4971044 LAB SnECTID AlO PAD M TIC 14N0f*LIURLA MDR 3 WHIM, 1 154 A YLAA DC 1• 940 1SAL TO D. MICR A COP) 0 DC MR REPOTS 0?111 (OM7IN540304 DoT TIC SPECRENS LIE 09.010 mow (DLS AT ITC 8NOKAC1UIO1 PROOLC1ON 1A0RSi AND A 1014020 S ATd00 1704 ITC NNN5AC71001 TNT 04.1 COLS 11114 400 51)040111 Or 31.000 P9 OR '012 944.1. BC MSTD 10 W>Q 0001 PANT EOA DAOC 001.1417 1.00131 T6 NOME Of AOOEPNNKL SNUG( TRACKS AT 114I5 LOCATCN W/ (4) 1/4 TRACK SPUCE BOLTS & NUTS SECURE TO JAMB METH (3) 5/16' 016 • 1 -S /6' . LAC BOLTS (1) S/16' DIA. • 1 -S /0' ' LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 GA. CALT. STEEL JAMB BRACKETS ATTACHED W/ (I) 1/4' - TRACK SPLICE BOLT A NUT OR (2) RIVETS OCSO (DADS J •234.0 u)s/n -279.0 LBS/77 -.. . 110. 111 cSl /O!L ..vt / 1D.. l? _ .. .. ,1.n . •.: iAv: Cmtl 1v1 1(100 OI ARAQ • MAIL worm Fr/ I� S4 (40165 2 . 3 P09MC PNESSI00 NEOATTE PIICS9.12 BY I oCiOSIIO( a 8:89)6 art JOT MAX SIZE 9' x B' DESIGN LOADS +52.0 PSF -62.0 PSF LARGE MISSLE IMPACT RESISTANCE A rnarr 5931 GRASSY CR¢K RVa WDGT04- SALON. NC. 17103 MODEL /1200 -D TleatherGu.rd Plus w /DuraSafe Short Panel, Long Panel, and Flush Panel OAA9N BT OU 0EO® HT ( CJ V O 0 Q DAS 04/)0/5 DATE DOUR 1404(3 L 9140760( PL ITC No. 000)9 wow low SFC- 590 -011 SHIT I O 1 A B C RC F G H S 6' -6' 3' 14' 24' 35' 43 53' 65' 70' 7' -O' 3' 14' 27' 38' 46' 56' 68' 76' 7' -6' 3' 11' 24' 35' 43' 53' 65' 75' 82' 0 -0' 3' 14' 27' 38' 46. 56' 68' 78' 88' 16 GA. CAI •. :CSIDEATIAL IOP R0.' ER BRACKET (TACKED v/ (4) 1/4' • 3/4' HEAD SCREWS PER BRACKET / MAX R -TRUSS SPACING SECTION HEIGHT 8'0' 12 GA. DIJRASAFE ' END HINGE ATTACHED V/ (2) 1/4• • 3/4' HEX HEAD SCREWS (1) RAGA. DURASAFE ROLLER CARRIER ATTACHED V/ (4) 1/4• • 3/4' / HER HEAD SCREWS 3 3/4' MIN SIDER( N F' N.T.S 1/4 -20 • 5 /B'TRACK SPLACE BOLT AND 14.1 Olra pop / 19)' 194' ' 10 I MEM 0 MAX TYPICAL DURASAFE CENTER HINGE N.T.S. A 2 2 TYPICAL TOP FIXTURES ' N.T.S. TYPICAL DURASAFE END HINGE STOP MOULDING W FUMBLE SEAL (SUPPLIED BY INSTALLER) ADJUSTABLE ROLLER CARRIER ATTACHED W/ 123 1/4• • 1/2' B OLT L MIT PER BRACKET N.T.S. I: il. TI -= 2 5/0 • • 3/8' • 1006 / BACKER PLATES • POLYSTYRENE CORE (Si %ASP CORP. 7/16' OA BOLT RETAINER (1) PER ROLLER 20 GA GALV. STEEL SECTION STRAP LOCATED AT CA. CENTER HINGE ATTACHED V/ DOUBLE SIDED TAPE 113 SEC. • 2' • ID 1/2' 21' SEC. • 2' • 13 1/2' 7/16' BELT RETAINER INSIDE ELEVATION SLIDE LOCK ENGAGES INTO VERTICAL • TRACK ON BOTH SIDES 5/0' MIN ENGAGEMENT CONTEMNING TO SFBC 3603 -2. (SNAP LATCH OR SECURE LOCK OPTIONAL) TRACK MOUNTING DFT N.T.S. • 20 GA. GALV. STEEL END STILE ATTACHED TO PANEL (2) LANCES 2.5/8' • 3 1/2' • 1006 BACKER PLATE LOCATED BEHIND EA CENTER HINGE 10 BALL STEEL ROLLER 11/5' STEM N.T.S. 2' GALV. STEEL IRAQI J 19601 TS 00RESS .001' -ONT. vERRTCAL JAMB 2X5 SOUTHERN YELLOW PINE (NO. 2 OR BETTER) 5/17 403' • • 7 RAGA D RASArC CENTER HINGE ATTACHED W/ (A) 1 /A' • 3/4' HEX (CAD SCREWS R TRUSS SPACING SECTION HEIGHT ' TYPICAL BRAS SAFETY BOTTOM BRACKET ' 24 GA. MIN EXTERIOR SKIN / VRN G -40 GALV. L BAKED ON PELYESTER TOP COAT DIMS BOTTD( BRACKET • U 078' THICK ATTACHED V /(3) 1/4' X 3/4' - HEX HEAD SCREWS WITH A .095' BRACKET SLIDER I LAD Ways SIMTM0 9' 790E DOS MI 14' SFCTION A -A (SIDE' VIEW) N.T.S. 5/16' • 1 5/B' LAG [REV (I) PER J"ND BRACKET - WOOD JAMB ATTACHMENT TO STRUCTURE 0.G (I 1/A' D'Rm441311) WTI *00 140.T 3/r X 4' STMIING • PROM DOS 004 14' DC (2 1/r 13■004WT) Tall SQW 4ID(OR 3/B' X 2 -3/4' STM1N0 r 1804 DOS MI 24 O.C. (I 1 /4' 0l41'0AT) m/Msal RIKAD (TRW - ELT) 3/• X 4' STARTING I' IIOM DID) MI C 0.C. (2 I/r 040101041) KT STEW A10101 3/4/ X 2 -3/4' S422.20 r IRON COS MI Ix' D.C. 0 (/: / ITIVRANS0 TAPC04 1/4' X 2 -3 /A' S1M70 0 r 0901 06 IRE PARRS O • PAS1DOIS (r NWT) Al Is' 61(1 1/4' 041414011) SACS NO 50.15 CAN BE C0AIIOTSMI TO MONDE 4 0:91 4'00.11X0 224 T1� 411A11O1 O •300 JNN15 BY OTHERS ' 3 15/16' • 3 5/0 X 22 GA. (3 S /B' R- TRUSS) GALV. STEEL R - TRUSS ATTACHED V/ (2 1/•• ' • 3/4' HER HEAD SCREWS AT EACH END STILE AND (2) /4' 3/•• HEX HEAD SCREWS AT EACH SEC. STRAP 7 GA MIN ' INTERIM SKIN CrC -FREE EXPANDED POLYSTYRENE INSULATION 1 LB DENSITY Pj16A•F 080.9. ONT. ALL$. EXTRUSION V/ CONT. VINYL ASTRAGAL 6PECNICA100 AO NOTES GA rLAG BRACKET ' TRACK CONFIGURATION FOR 6 UP TO 6' TALL DOORS / N.T.S. JAMB BRACKET LOCATIONS M ON TIC T M LOAD K�TRAN4V,R 113 DC 'NITS. C IS TRANSMIRED THE 11 1 / 700 ON RL(I]lO W PORTION Or M LOAD 2. CAW WIRRAL -was 0034 A AIDA)4 0004 LOADS O: .. •134.0 LBS/FT • -271.0 LBS/R 3. DOOR APO NM0RME MU. BE 00020. YAM /ACTIXCB AND II0TALL0 0110 STANDARDS AS SE1 ADAM SY BASS 4. DOOR SECT100 MALI M 27 OA (.O•) MIL IPT RO1 AND 24 CA. (.022) BPS 01I01 ROLLED 70144. 0-40 ,... YANSAIKN 1/ BROD W P0.712170 MOM • 3. DOORS UP)O 717 NW CONSIST 0 (4) SCCTOO AS MOWN LI= (T) 3-5/1 R -TRUa PER SCOW S RA ( 000 ) 5/ M - T 0) PER 4 010 1 4) 501040 As 940 • 7. SN•OITBO sTRUCT4ML 1100 03 900 B( 00004 S T A NCO5TR0 PROM:9001. 0400 AM MID LOADS ' ROICAT4 04 105 044•0 N 001104 10 0110 1,040445. • ME «MOD O /8'D4G WAS W 9.10044)4 . 0.••H4AMCC WM DE PR0000W121 DESCRIBED IN 03114 0330 -14 A4( 7 -(6 4040 • SCOW 71.4. 0.10148 COOS P40ROOALS DO%. 202. 203 1•D 4.040 OC904 001044, TIC P11L4N110 9OW1 W DE CRAW= 1IO0 CA(LIRATO UMW DC 4041.0•10 PAAAIETOLS A 150 10■ PEAK CUSS •00 WEED (130 W1 FAITOT „(L) ' B. DOOR (004 0 01ST410 OM 5 MITT 0 00* ROT) SD[ 2 ant 500, but' EA(R.E111N6 60.51( n T 41 p . C. 73 1(644 ROOT (00)) AT •NT SLOPE O. 5470//4442 (ACTOR Or L06 L MORSE MT5ID Or 1. DD MPPWAL REOU1D IRE 852A54C(URI TO DO 76•40 Or 11• COLS ORD TO 2000CATE 00011 P00.5 000 (101 WILL 0 AC 0110062. T MWY Of 2 SPEta'O0 91'1 It OR 1B0& 404 COL •0 1061E OTS) AC(OmHC TO 43171 C-4 OT A GAOL OOMWY 4971044 LAB SnECTID AlO PAD M TIC 14N0f*LIURLA MDR 3 WHIM, 1 154 A YLAA DC 1• 940 1SAL TO D. MICR A COP) 0 DC MR REPOTS 0?111 (OM7IN540304 DoT TIC SPECRENS LIE 09.010 mow (DLS AT ITC 8NOKAC1UIO1 PROOLC1ON 1A0RSi AND A 1014020 S ATd00 1704 ITC NNN5AC71001 TNT 04.1 COLS 11114 400 51)040111 Or 31.000 P9 OR '012 944.1. BC MSTD 10 W>Q 0001 PANT EOA DAOC 001.1417 1.00131 T6 NOME Of AOOEPNNKL SNUG( TRACKS AT 114I5 LOCATCN W/ (4) 1/4 TRACK SPUCE BOLTS & NUTS SECURE TO JAMB METH (3) 5/16' 016 • 1 -S /6' . LAC BOLTS (1) S/16' DIA. • 1 -S /0' ' LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 GA. CALT. STEEL JAMB BRACKETS ATTACHED W/ (I) 1/4' - TRACK SPLICE BOLT A NUT OR (2) RIVETS OCSO (DADS J •234.0 u)s/n -279.0 LBS/77 -.. . 110. 111 cSl /O!L ..vt / 1D.. l? _ .. .. ,1.n . •.: iAv: Cmtl 1v1 1(100 OI ARAQ • MAIL worm Fr/ I� S4 (40165 2 . 3 P09MC PNESSI00 NEOATTE PIICS9.12 BY I oCiOSIIO( a 8:89)6 art JOT MAX SIZE 9' x B' DESIGN LOADS +52.0 PSF -62.0 PSF LARGE MISSLE IMPACT RESISTANCE A rnarr 5931 GRASSY CR¢K RVa WDGT04- SALON. NC. 17103 MODEL /1200 -D TleatherGu.rd Plus w /DuraSafe Short Panel, Long Panel, and Flush Panel OAA9N BT OU 0EO® HT ( CJ V O 0 Q DAS 04/)0/5 DATE DOUR 1404(3 L 9140760( PL ITC No. 000)9 wow low SFC- 590 -011 SHIT I O 1