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80 NE 94 St (17)Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1448 Printed: 8/20/2002 Applicant: AUGUST Owner: WOLFE JOB ADDRESS: 80 NE 94 ST Contractor Local Phone: Parcel # 1132060130300 ermit Status: APPROVED Permit Expiration: 2/16 /2003 /Work: Repair and or replace 9 windows repairing 4 windows Signe Building Permit WOLFE AUGUST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT Fees: Description Amount FEE2002 -4609 Building Permit Application Fee $60.00 FEE2002 -4610 CCF $1.80 FEE2002 -4611 Buildier's Bond $300.00 Total Fees: $361.80 Total Fees: $361.80 Total Receipts: $0.00 Construction Value: $2,175.00 c6rflAA If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regula 'ons pertaining to th- . ..vered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, serva or employees PECTOR) BY: In consideration of the iss ance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, serva or employes. (Contractor or Builder) BY: 97 • DATE o / � z)oZ PAYTe GrYuct.1444, C kA v a I$ 3(,1.80 e g THE ^ � k; v Yw / g A1/4.1 Q -1- i , Wog . 11 Washington Mutual Washington Mutual Bank. FA Miami Springs Financial Center 1756 4451 NW. 36th Street 1800.788.7000 [( W M ia( ami Iprings, FL 33166 24 hour Customer er er Se MEMO ''L{ 2N r (1Q L (z 1:26 7084 L3 LI: 4884837506H' 0097 63-8413/2670 DOLLARS 8 ee H5/ u +-bb - 3cNro8 ,1 - ,T is 4 1, 3 1 e )rs' XOIJAfl3 - H .moo S „MIbAAnoa ,. oyia 4 5 •• ••• • • • • • •• • •• • • • • • • •• ••• •• • • • •• ••• • •• ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • .• • • •• • •• • • • • • •• • 4- s +-1 1(1r08 = 3 1E)S' J(O IJA31 S „thibAAno ,. 6 )161 - M•-a••a --a■la-- INNS as -a =MN -- ■ - -• 1 1 1 1 1 1 1 1 i7- 1 P t- EAT" 4 Sca I t - On go E t rs . • ••• • • • ••• •••••••••••• •••••••••• • . ••••••• • ••••••• •••• .. . . • • •••••• •••• • • • • • • • • • . ..... .. ••• • •• • ••• •• • • • • •• ••• • • .. .. .. • • •••••••••••• Arr�l_ T',te Roof rA IQ 0 0 0 _.___ ____ __._MM____. _ - ,: f ■ . �� 0 9 0 +�Nf \... c 3Brrg ( 7T /e Ii Va a 0rJ $cats 41 1,4" 8 0 iv tE 94 5+, tO '01•1•• IIMIS L 1 RPt- eo • ... • • • ... .. .. • • • .. . . • • • • • • • • • • • • ..• • • • • ... • • • • • • • • • • • • • • • • • • • • • • • • •••• • • .. • • • • • • •• • ••• •• • • • •• ••• •• • . .. .. • • •••••••••••• RPL a�� 5-1 4-0 2 - Wesr-latzkvro,✓. 8O /( ,s • •••• • • • ••• •• • • • • •• •• • ••• • ••••• • • • • •• • • • ••••• • • • • •••• • • •••• • • • • • • • • •••• • • ••• ••••• •••• • • • •• • • ••• • • ••• • • •• • • • •• • • • • • •• ••• • • • • • • • • • • • • o • 0 • • •• • • • • • ••• •• ,S`'ca l E ` j4 u CCD • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Security Windows & Doors, Inc. 5100 NW 72 " Avenue Miami, Fl 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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: Series "2100" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. W99 -48, titled "Series 2100 Alum. Single Hung Window ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farpoq, P.E., dated 6/10/02, bearing the Miami -Dade County Product Control Revision stamp with thc Notice `�f Acceptance number and expiration date by the Miami - Dade County Product Control Division. �� MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label wiJ1 the manufacturer's namc or logo, city, state and following statement: "Miami -Dade County Product Control Approved ",finless 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. TER1v1INATION of this NOA will occur after the expir :ltion 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 terminatit n and removal of NOA. ADVERTISEMENT: The NOA_ number preceded by tale words Miami -Dadc County, Florida, and followed by the expiration date may be displayed in advertising litcra urc. If any portion of thc NOA is displayed, then it shall be done in its cntircty. INSPECTION: A copy of this entire NOA shall be prov ded to the user by the manufacturer or its distributors and shall be available for inspection at the job site at thc i quest of the Building Official. This NOA renews and revises NOA # 99- 0712.05 and, clinsists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02- 0612.04 Expiration Date: July 11, 2007 Approval Date: July 18, 2002 Page 1 6.000 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS STFP 6 ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE STEP 1 STEP 2 STEP 3 STEP 4 1 _5 F--- 2.000 --1 TYPICAL GLAZING PRODUCT 1 X 2 X 1/6' ALUM TUBE 2.000 3.000 -- MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, crc u,n�v, ^ nnn° 4PROVAL FOR FASTENERS SIZES AND SPACING _1 X 3 X 1/16 X 1 /8" TUBE 4.000 -- 1 X 4 X 1/16 X 5/.4' ALUM TUBE 1.000 1 Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 16.557 DEC 1 2 2001 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT. TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT t0 SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -T5. BY • • PRODUCT RENEWED ACCEPTANCE No, 0 / /2ig• EXPIRATION DA - Wi f 2- 007 PRODUCE CONTROL DIVISION BUILDINGCODE COMPLIANCE OFFICE 0 P 0 ( 0 i _ N N 0 z z6 00 Q 1' o Oa a Out n U w 0 ? J M m o 0 p a. <4 z 3 0 CA' Irr " . n ° • CI i drawing no. M95 -08A sheet 1 of 3 6 0 i z 0 3 7 i 1.2 CWL TUBE ' ■■■ ■G■ 1111■■■■■ ■ W1 MINIM La ■ ■„ ■■ 1111 ■ ■11■ a. ■••••••••• • ••••■ ••• _ -S 11■■. ■ ■ ■■■ J ° ■ ■►\■1111 ■111111 •••1111 ■11■ • \\A ■■■11■■ ■ ■■■ 41111:i1lili■ ■ ■IM■■■ I° 11••••••1•111•••• ••!11\\ •••1111 ■01■\ Mme■ MI■■■e■■1111 • '0 ■■. \ ■ ■ ■■■111 2B 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH = WI + W2 2 ANCHORS TYPE A.B. OR C MULLION LOA) CHART - GLAZING PRODUCT PRODUCT r r CIAZJNG PRODUCT MAUUJON SPAN HORIZONTAL MULLION ANCHORS A.B. OR C `-1 J 3 N w �- MULLION LOAD CHART 11"11■■. ALL". 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ANCHOR LOAD GHART MULLION LOAD 20 30 40 50 60 70 60 TRIBUTARY WIDTH - INCHES CHART 20 30 40 50 60 70 90 TRIBUTARY WIDTH - INCHES ANGWORB TYPE 2 REGT -B , WEVILIUMMIMMEM ���������� ■ (MINI M111\ \ ►` \E■ 11111\ 2' \11 \.\11M_ IMINCLIMMENIENCL Ergr: DR. HUTAAYOUN FAR000 STRUCTURES FU. PE f 16557 G DEC 1 2 2001 M m N >9 .ti N ,�:TX.e� a fir MULLION LOAD CHART 2'.6•x1/6• ALIJH. TLBE E„•■•'11 \1 ■� ■l \1■ ■ ∎11111 NIIIINI t■l■11\•► X1•1111 1■►\n■\ \ ■ ■:r■■ ■1111 1•11111•111•1•11111111•1111•11•1 \I ■ ■ ■�� ■ ■ ■■ 1111 \••■•7••••••• Nummonumponzu ■, ■, •► •1111, 111•111►■•■101•111'■ ■■0101■ \ ■ \E13■ \ ■ ■\ ■1111\■■■\•■011• • •■■ \ ■■\EEf■■ ■MEI ■■■■EN■►■1111..111■ 1111 ■ •■ •■EQ ■ ■1111111: LO 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 111k,,,■01,■,11■1 •■'15„--.'. ■ 1111 \��������;��� ■�' 11 ■ ■,I"■ ►_ILI ■HIE 1111■,M1,,,, ■1111■11„� UMMI 1111 ■111111■11t31111•11i 1111■■■ \�►ilii� \Wl�iii�� ■1111111111. \`�`� \ \` \1 ■ ■ ■ ■ ■ ■1EMILI 11 11111111111111 ► \ \ \�\ 1111 ■ •■11■ ■ \\!M: ANCHORS TYPE C 20 30 40 GB 60 TRIBUTARY WIDTH - PRODUCT RENEWED AOCEPTANCENo. OH ZI$. EXPIRATION DATE a • 2. Lc* By BULLDINOCODS CB 70 20 INCHES z E 5 drowing no. M95 -08A z 0 N 1.500 Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE O 18557 MUWON 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE LMUWON MUWON 2 X 2 X 1/8" ALUM ANGLE 2 -5/8' LONG PRECAST CONC. SILL ANCHORS TYPE 'A' # 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 1/ ANGLE ,' • a # 14 S.M.S. 2 /ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRW 3/16 DIAL TAPCON 1 1/2' MIN. EMBED 1/ ANGLE 1.625 N L • r ,T-- -=a--. .n �. - o �.- 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MUWON MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LONG MAX. MULLION CLIP (ALT. To ANGLES) THIS CLIP TO FLOAT INSIDE MUWON (NO SIDE FASTENERS RE00.) ANCHORS TYPE 'B' . a # 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE 1��11111 1.500 0 z DEC 1 2 2001 BY h lNommmanm umnm „o ,,,. I 2 X 2 X 1/8' ALUM ANGLE 14 S. "... 3/ A .Z, ANCHORS TYPE 'C' - -c-- MUWON 2 X 2 X 1/8' ALUM ANGLE 3 -5/6' LONG WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. PRODUCT RENEWED ACCEPTANCE No. o(-(U S - °I EXPIRATION DA :KOTCH COD BUCK TO ACCC"ODATE • CLIP AN.._ TO MASONRY •4/4' 0 TAP CON •'L- •1 -1/4' MIN. EM9= ) :2/ ANGLE . . PRODUCT CONTROL DIVISION BUILDING CODs COMPLIANCE OFFICE '0.1 111W1TJ111m} • ° CONCRETE OR CONC. FlLLED BLOCKS ‘r d. m P 0 1 (sheet 3 of J drowing no. M95 -08A PROPERTY OWNER P -� Name Aug v 51 V" d (f Address s 1.).E. C 4 , & St Jn i A- AA 't S lair PL 33138 Home Telephone •0 S— •.) S 6 _ 3 $ of 9 Business Telephone 3 s,tld7 - (O 4,.L x 1 27 Fax 3 O- C! vS Z. G 2 e TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken 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. APPLICATION Address (I — 320G — Lot ti2kf&st t/2 5 Block Job Address: Folio Number 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. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 91 - t Apt. 0 I 3® 0300 3 Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. PERMIT APPLICATION A-144 r S 140/ES. Pt - 3 13 City State Zip ■ n Description of Work RE P 1. i t '/J el or fC E r h E, 9 w 14 dc) ) Pis �..rluJU1 RI & PEr AA11•Dl Zoning Linear Feet Square Feet Units Floors Value of Work 2_ 1 7 s. CO Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Dr. 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. Si er Signature of Contractor / Qualifier J k.) . t.: I FE.. Print Name Print Name Sworn to and subscribed before me this IC day of Sworn to and subscribed before me this day of CO OF MIAMI -DADE SEAL: SEAL: Personally known V OR, Produced Identification Type of Identification Produced: . Type of Identification Produced: MARGARITA GONZALEZ Notary Public - State of Florida My Commission Bcpires Feb 1, 2004 Commission # CC904197 STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Notary Public - State of Florida PERMIT APPLICATION Personally known OR, Produced Identification ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTV. 'I'YI'i; Outlet, Appliance (1'I') T1 'PI: Service Repair O I V. A/C 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 Q'I'V. TYPE Condensate Drain (1TV. "I'vpI•: Generator Q'I'1. 'I'1'I'h: Refrigeration, Tons Q11. 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 QTV. TYPE: Drains, Roof QTY. TYPE: Miscellaneous Fixture (1 "I'1'. TYPE Soakage Pit O I Y. 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 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 DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official , - . r , . - Page 4 OFFICE USE ONLY CHECKLIST ❑ 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) ❑ 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 ( x .6U x/1000 ) (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) O BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ 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 • MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.: 98-0922.01 Expires:09 /2'0/02 Approved: 10 /14/98 -1- Internet mail address: postmaster @buildingcodeonline.com MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33 130 -1 563 (305) 375 -2901 FAX (305) 375 -2908 Florida Lumber Co. 2431 N.W. 20th St. Miami FL 33142 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 ;Series 1518 Oat- Swinging Eighteen Lites. W00 French under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, (This NOA renews NOA No. 95- 0818.06.) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this. approval, if it is. determined by the - Building Code Compliance Office that this - product or material fails to meet the requirements of the South Florida Building Code.. The expense of such testing will be incurred by the manufacturer. Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. ES Director Building Code Compliance Dept. Metropolitan Dade County anger, Homepage: http : / /www.buildingcodeonline.com Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/24/2002 Applicant: AUGUST Owner: WOLFE JOB ADDRESS: 80 NE 94 Contractor Local Phone: Building Permit Permit Number: BP2002 -1612 WOLFE AUGUST ST Contractor's Address: Parcel # 1132060130300 Legal Description: Description Buildier's Bond CCF Building Fee Total Fees: Permit Status: Approved Permit Expiration: 3/16/2003 Work: Construction Signed: Signed: Fees: E2002 -5231 F =) 2002 -5232. _ -5277 REPLACE 2 EXISITING FRENCH DOORS. SHUTTERS WILL BE REQUIRED PRIOR TO FINAL INSP. VERIFY 2ND KITCHEN REMOVED. fe g for mother inspection. i If there is no permit package accessible on the job -site for inspectors to verify, there will be no ins e is $50.00, which must be paid in advance before callin pections. This Permit is granted to the contractor or builder named above to construct the ordinances pertaining thereto and with the understanding that the work will be perl and approved by the proper municipal authorities. This Permit may be revoked of authorization. A further condition upon which this permit is granted is the underst ordinances and regulations pertaining to the work covered hereby whether showr by his agents, servants or employees. (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the v with the plans, drawings, statements or specifications submitted to the proper myself, my agent, se oyes. MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT Amount $300.00 $1.20 $72.50 $373.70 r'A Y To ow 0 D W a s�a shington Mutual 41 NW 3 6tH T en c a Bank, e nter 1.756 AUGUST T. 350 NE 90TH OLF M FL 33138 -3126 Page 1 of 1 Total Fees: $373.70 Total Receipts: $0.00 Re- inspection in the application herefor in strict compliance with all -' "' =v have been submitted to 63- 8413/267 0 4884 837506 DAT 7 Z 3 2 9 37 .-70 e r JOLLA U c - Florida Lumber Co. ACCEPTANCE No.: 98- 0922.01 APPROVED EXPIRES : September 20, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 0818.06, which was issued on September 20, 1995. It approves a Series 1518 Outswinging Eighteen Lites (w /True Muntins) Wood French Door, as described in this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in this approval. 1.2 Model Designation Series 1518 Out - Swinging Eighteen Lites (w /True Muntins) Wood French Door. 1.3 Overall Size: 75" wide by 97 1 / 4 " high by 5 1 / 4 " deep 1.4 Configuration: XX 1.5 No. & Size of Panels: The active and inactive panels measure 36" wide by 96" high by 1 3 / 4 " thick. 2. MATERIAL CHARACTERISTICS 2.1 Frame & Sash Material: Wood 2.2 Glazing: 2.2.1 Glazing Material: 1/8" thick tempered glass. 2.2.2 Glazing Method: Interior glazed using an adhesive bedding compound and wood glazing stops. 2.2.3 Daylight Opening: Summation of all vision lite areas shall not exceed 1819 sq. in. or 12.63 sq. ft. 2.3 Door Leaf Construction: - 2.3.1 As manufactured by Rouge Valley Sash & Door Co., Simpson Timber Co. 2.3.2 Face sheets: N/A 2.3.3 Core Design: N/A 2.3.4 Construction: Stile and Rail wood construction. Stiles: 4 %" face x 1 '/4" thick; Top rails: 4 '/z" min. face x 1 3 /4" thick. Bottom rails: 9 3 /8" min. face x 1 1/4" thick. Stiles and Rails are of glued block and face veneer wood or solid (Douglas Fir) wood construction with "Ovolo" glazing rabbet. Corner construction: butted and attached: 2.3.4.1 At 4' 'A" rails to stiles: with minimum two 5/8" diam. x 4 ' /8" long wood dowels, 2'/4" penetration into the rail. 2.3.4.2 At 6 %" and 9 1 /8" rails to stile: with minimum three 5/8" diam. x 4' /g" long wood dowels, 2 3 /4" penetration into the rail. 2.3.4.3 Muntin bars or muntins: Are 1 '/4" face x 1 3 /4" thick wood Ovolo bar, mortised together. 2.3.4.4 Door leaf may be substituted with an approved eq4al, holding a current Miami -Dade County Product Control Notice of Acceptance. o �4 OCT 1 4 1998 Manu Perez, P.E., Prod Control Examiner Produc Control Division Florida Lumber Co. -2a- ACCEPTANCE No.: 98- 0922.01 APPROVED CCU 1 4 199 EXPIRES : September 20, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3.5 Astragal: J -R #300 Laminated (Tee) astragal with sleeves. Consists of a 1 `/4" x 1 '/4" clear grade Douglas Fir moulding kerfed 1/8" x 5/16" for weatherstrip, attached to a 2 'A" x 1" 9 -ply AB marine grade plywood with a 3/8" diam. schedule 40 steel pipe sleeves 8 3/4" long, bored to clear the flush bolt, at each end of the astragal. Installed with glue, 7/16" x 2" staples at 15" o.c. and 16 #6 x 2" FHWS (4 at each side of pipe sleeve). Sealed to the inactive leaf at the inboard and outboard face. All astragal attachment fasteners are covered with wood putty. 2.3.7 Glazing moldings and stops: 3/8" high x 5/8" wide ovolo wood moulding all around fastened to the door using 5/8" long x 3/16" wide crown gun -driven wire staples 3 staples per stop. 2.3.8 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.4 Frame Construction: 2.4.1 Type: The frame jambs and head are of 5 `/4" wide by 1 1/4" thick rabbeted (White Pine or better) fingerjoint wood sections, kerfed (1/8" x 3/8 ") for weatherstrip. 2.4.2 Material: Wood 2.4.3 Construction: Butted comer construction. The head/jamb corners are of butted corner construction and attached with three 2" long x 3/4" wide gun- driven staples at each corner. The jambs and threshold ends are coped to fit at the corners and also attached with two 2" long x 3/4" wide gun -driven staples at each corner. 2.4.4 Reinforcements: 2.4.4.1 Head Plate: Consists of a 3/8" thick x %4' wide, 3 -ply BC grade plywood plate attached to the head with glue and 3/4" staples at 1 '/4" from edge with remainder at 8 3/4" o.c. and to the jamb with three 3/4" staples per jamb. 2.4.5 Threshold: J -R #100 Wood and Aluminum "Moderate Climate" 5'/4" wide x 1 'A" high threshold. Consisting of a 1 x 3" Douglas Fir wood portion attached to a 2 .4" wide x 1/4" high aluminum saddle threshold extending the whole width of the door. This threshold is attached to the floor slab as specified in Section 4.1.3 below. 2.4.6 Finish: Unfinished wood. To be sealed and finished at time of installation. 2.5 Weatherstrips: Qtvy, Description Location 2.5.1 One A single strip of vinyl wrapped Frame head, jambs, astragal and foam compression weather seal. threshold. J- shaped Q -Lon QDS -650 2.5.2 One "SiliconSeal" door gasket Pemko #S88 compression bulb. outside vertical edge of active door. 1/2" wide x 1/4" thick, nominal 20 durometer, self- adhesive. Top outside edge of each door and f Mel Perez, P.E., Produ 1 Control Examiner r et Control Division Florida Lumber Co. 2.5.3 One A vinyl wrapped foam compression self - adhesive pile dust pad. 1" wide x 2" high x 3/16" thick 2.5.4 One Pemko model #345 AV Set Aluminum and vinyl rain -drip sweep, attached with #6 x 5/8" RHSMS at 6" o.c. 2.6 Hardware: Qty. Description 2.6.1 Four 4" x 4" x .085" thick plated steel (2 w /safety stud or non - removable per pin mortise hinges. leaf) Hager model 1843 or Penrod #MH40AUAC attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9 x 2 ' /2" FHWS to the frame. 2.6.2 Four 4" x 4" x .085" thick plated steel (2 regular mortise hinges. per. _ Hager model 1841 or _ leaf) Penrod #MH40AUWS attached with four #9 x 3/4" FHWS to the door and three #9 x 3/4" and one #9x2 " FHWS to the frame. 2.6.3 One Passage lock or key lock w /spring latch. Schlage Lock Co. Model #F 1 ON or Kwikset Lock Co. Model #200E 2.6.4 One Single cylinder /thumbturn deadbolt lock Schlage Lock Co. Model #B 160N or Kwikset Lock Co. Model #660 2.6.5 Two Single surface /thumbturn deadbolt lock Schlage Lock Co. Model #B 180N or Kwikset Lock Co. Model #666 2.6.6 Two Concealed 12" extension flush bolts 1/2" diam. x 1 %" long steel with a 3/4" throw, attached to the actuating hardware by a 0.207" diam. rod threaded at both ends and passing through the pipe sleeve. Operating hardware is recessed with a - 2b - ACCEPTANCE No.: 98- 0922.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . OCT 1 4 12138 : September 20, 2001 Lower end of jambs and astragal, adjacent to each door corner. Door bottom rail. To be installed after door is sealed and finished. Location Top hinge: 6 '/4 ' from top of doors. Bottom hinge: 84" from top of doors. (At each Active and Inactive leaf.) 2nd hinge: 31 1/4" from top of doors. 3rd hinge: 58 7 / 3 " from top of doors. (At each Active and Inactive leaf.) Active leaf - at 36" from bottom of door. Active leaf - at 6" above passage lock. Active door leaf: one at 2 1/4" from top of door and one at 2'/4" from bottom of door. Inactive leaf: (astragal) one at top of door and o7 at bottom of door. �/Guvf� 1Oit Manu; Perez, P.E., Product tro1 Examiner Produc ontrol Division Florida Lumber Co. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS flip -type actuator and attached with four #8 x 1" FHWS. 2.6.7 Two Modified M.A.G. Lock Reinforcer (20 -PB) 0.029" thick brass. Active door leaf: one at each top and bottom surface deadbolt. Inactive door leaf - at passage lock Frame header - (above inactive door) at upper concealed flush bolt. Frame header: one at upper single - surface deadbolt. Inactive door leaf: one at single - cylinder deadbolt. Hardware may be substituted with an approved equal, holding a current Miami -Dade County Product Control Notice of Acceptance. There are no strikes at the bottoms of doors. The locks engage holes drilled into the aluminum threshold and the floor. Each leaf is fastened to the hinge jamb using 4 butt hinges. Tested lock grade: Schlage locks are Grade II and Kwikset locks are Grade III. 2.7 Sealant: The frame intersections, ends of the threshold and all weatherstrip intersections must be caulked with Polyseamseal or DAP adhesive - sealant during assembly. 2.6.8 One Strike 0.050" thick brass 2.6.9 One Strike 0.077" thick brass 2.6.10 Two Strike assembly 0.062" thick brass surface strike with a concealed 0.120" thick plated steel reinforcement plate. 3. LIMITATIONS 3.1 This approval applies to pair of doors and single door unit, with all components described in the active leaf of this approval, applications only, as shown in Section 7. 3.2 Units with dimensions equal to or smaller than those shown in Section 7 shall qualify under this approval. 3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval. 4. INSTALLATION 4.1 Screws and Method of Attachment 4.1 Screws and Method of Attachment 4.1.1 Head: #10 x 2 %" CP FHWS at 6" from corners and max. 20" o.c. #10 x 2 %" CP FHWS, 2 thru lock strike plate. (over active leaf) #8 x 2" CP FHWS 2 thru exterior bolt strike plate.(over inactive leaf) 4.1.2 Jambs: #10 x 2 '/2" CP FHWS, at 6" from corners and max. 24" o.c. #9 x 2 %" CP FHWS, one through each hinge. 4.1.3 Sill: 4.1.3.1 Attach wood portion to floor with: #10 x 2 %" CP FHWS, one at centerline, one at 12" to each side of centerline and - 2c - ACCEPTANCE No. : APPROVED EXPIRES Man 1 Perez, P.E., Product Product Control Division 98- 0922.01 OCT 1 4 1998 : September 20, 2001 trol Examiner Florida Lumber Co. ACCEPTANCE No. : APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5. LABELING 5.1 Each door system shall bear a permanent label with the manufacturer's name or following statement: "Miami -Dade County Product Control Approved ". It shall be place inside the frame jamb. 5.2 The door slab itself shall also bear a permanent label, at the door inside edge, the manufacturer's name or logo, city and state. 98- 0922.01 OCT 1 4 1998 EXPIRES : September 20, 2001 the rest at max. 10" o.c. 4.1.3.2 Attach aluminum portion to floor with: #10 x 1" CP FHWS, at 2" from corners and max. 10" o.c. #10 x 2 4" CP FHWS, one at 4 %2" from each side of centerline. 4.2 Limit shim space to a maximum of 1/4". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.5 The installation of this product will require a hurricane protection system. logo, city, state and located in a visible issued by FBMA with 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: - 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. -2d- Manu: Perez, P.E., Product trol Examiner Produ ontrol Division Design Pressure Rating (Positive) +48.3 PSF Design Pressure Rating (Negative) I -59.9 PSF Florida Lumber Co. ACCEPTANCE No.: 98- 0922.01 APPROVED OCT I 4 I99a EXPIRES : September 20, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TYPICAL ELEVATION: Max door leaf height 96" -2e- Manuel 'e - , P.E., Product of Examiner Product Control Division Florida Lumber Co. Models Included: 1612 1 2132 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1 1616 2005 / 1610 2020 1615 - 2f - ACCEPTANCE No.: 98- 0922.01 APPROVED EXPIRES : September 20, 2001 2035 . CC 1 4 t99g 2039 2045 Tudor 4040 Tudor 11 4041 Manuel 'erez, P.E., Product Product Control Division trol Examiner Florida Lumber Co. ACCEPTANCE No.: 98- 0922.01 APPROVED OCT 1 4 1998 EXPIRES : September 20, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 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 Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a- revision application with appropriate -fee) and granted by this office. - 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer 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, 2a through 2f and is last page 3. END OF THIS ACCEPTANCE Manue erez, P.E., Product rol Examiner Product Control Division g 0 JEL1WEN. DOORS & WINDOWS 1 o hl " Expires 12/02 /2002 Contains Acceptance NQ. 99- 1007.01 Expir 1 7/2993, r [ miAMIOADE PRODUCT CONTROL NOTICE OF ACCEPTANCE .Jeld -Wen, Inc 3250 Lakeport Drive Klamath Falls ,OR 97601 The expense, of such testing will be incurred by the manufacturer. APPROVED: 01/11 /2001 �IIAi�II -D.1DE COUNTY. FLORIDA METRO :DADE FLAGLER BUILDING BUILDING CODE CO IPLI:\NCE OFFICE .Ili'1'ItO- l): \Uti FL:\(;l.lilt 111 t1.DINt; I-to WEST FL: \(;LEIZ 1'I'Rlit;'1', SUITE Ibo3 FLORIDA 33130 -1363 (31)5) 375 -291)1 FAN (305) 373 -29u3 c o. rl(. \c - rOI( 1.Ict :NSINC sEC'rlo\ (3(15) 375-2527 FAX (305) 375.255 CONTRACTOR OI( EN1 01(C :F :NI4 :N 1' DIVISION (305) 375 -2966 FAX (305) 373.299S PROM 'CT CONTROL DIVISION (3(15) 375 -2902 FAX (305) 372.6339 `"our application for Notice of Acceptance (NOA) of: Series "DoorCraft a Steel" Outswing Opaque W/E Residential Insulated Steel Double Doors - In)pact. under Chapter 8 of the Code of Nliami-Dade County governing the use or Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Davie County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO 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 tails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00- 1003.04 EXPIRES: 12/02/2002 Raul Rodriguez Chief 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. 7 1- 7 lai;Trfr.m, Francisco J. Quintana. R..N. Director Miami County Building Code Compliance Office \. s045000I \pc2000Ucemplaceslnouce acceptance cover page.doc Internet nail address: pos (masterebuildingcodeontine.cont I- ionepage: http : / /www.buildingendeonliuc.cunt Jeld -Wen Inc. ACCEPTANCE No.: 00- 1003.04 APPROVED JAN 1 1 2001 EXPIRES : December 02 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original 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 affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. 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. 3 /44 a./,/,0,/,Lfb Manuel Perez, P.E. Product Co trot Examiner Product Control Division Jeld -Wen Inc. ACCEPTANCE No.: 00- 1003.04 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS i. SCOPE 1.1 This revises the Notice of Acceptance No. 99- 0624.05, which was issued on December 02, 1999. This approves a residential insulated steel door, as described in Section 2 of this Notice 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 SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The "DoorCraft® Steel" Outswing Opaque Wood Edge Residential Insulated Steel Double Door - Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No: DC9921 titled "Outswing Opaque Insulated Steel Double Door in Wood Frame" Sheets 1 through 6 of 6, prepared by R.W. Building Consultants, Inc., dated 09/25/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERiMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents, required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. APPROVED JAN 1 12001 EXPIRES : December 0212002 Manuel erez, P.E. Product C ntr l Examiner 1 ) 1 /(ZZa Product -Control Division DoorCraft Steel OUTSWING OPACUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES SHEET 2 3 4 S 6 GENERAL 1. THIS PRODUCT LS CEscAzo TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FCR MIAMI -CADE COUNTY. 2. warn BUCKS BY OTHERS. mUST BF ANCHCRED PROPERLY 10 TRANSFER LOACS TO ME STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN 011 DETAILS. ANCHOR EMBEDUEN1 TO BASE MATERIAL SHALL BE BEYOND WALL FINISH CR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT RECUIRED, 5. DESIGN PRESSURE RATING SHALL BE AS FOLLCWS: - 000 6'6 WOOD FRAMES: SEE TABLE THIS ShZZET - FOR 8b" WCCD FRAMES: SEE TABLE THIS 54511 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. TABLE OF CONTENTS OUTSWING INSULATED STEEL 000R (Common to 011 (rcme conditions) ao Or Leaf Constructlon• Foce sheets: 24 ga. (0.0201 minimum thickness. Galvanized steel A -525 commercial quality - AKDO per ASTM 620 with yield strength Fy(min.) 24,6C0 psi. Core design: Expended polystyrene with 1.0 to 1.25 Ibs. density. Construction: steel face sheets glued to expended polystyrene (EPS). with wood roils cnd Laminated Veneered Lumber stiles and a wised lock block reinforcement. DESCRIPTION COMMON (GENERAL NOTES TYPICAL ELEVATION) DOUBLE 6'8" WOOD FRAV.E (ANCHORS, ELEVArCN) DOUBLE 8'0 WOOD FRAME (ANCHORS, ELEVATION) DOUBLE DOOR HORIZONTAL CROSS SECTIONS DOUBLE 0000 VERT. CROSS SECTIONS (ELL OF MATERIALS! COMMON (0000 MODELS LOCK OETAILS) OA. MAX. FRAME WIDTH 74 —l/2° 6' -8" HEIGHT COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF MEM IDESIGN PRESSURE RATING \ \\ \ \"r ANLRE WATERY .Yr1TMr.c..h I '&, WA^ ,...„....w, a[tll.'7101011 t5 YcT.L££. ;nE.:LAEL ENT No vEEDFtI l'POSi7iVE N r 46.0 we - 51.0 Pei t 45.0 paf - 51.0 p•f OA. MAX. FRAME 1410TH 74 -1/2 8` -0" HEIGHT APPROVED AS COMPLYING MN THE SOUTH FLORIDA BUILGIIG COLE ' Etr ' ah 00/ 6Y • P000 ONTROLDM BU •' GOGE COMPUMICE OFFICE ACCEPTANCE N0. 0 /0 4 i J W VZ O '. z� 0505 � a 3 c) 2 —: Lo 0 L' • U EL U 0 0 a CO CC W In 0 CI 0. 94EC! 1 OF 6 m In Z 0 N CC CC BUILDING CONSULTANTS. INC l 813.684.3831 1 DAZE: 9/25/00 SCML N. T.S. DWG. BY: TJH c141 BY: RW DRAWING NO. 0C9921 O. k IAAX. FRAME HEIGHT 97-3/8" Iu� OA 0. A. MAX. FRAME HEIGHT 81 -3/8" J • IN II 1 1 II DoorCraft Steel OUTSWING OPACUE DOUBLE DOOR WOOD EDGE INSULATED STEEL DOOR WITH WOOD FRAMES SHEET 2 3 4 S 6 GENERAL 1. THIS PRODUCT LS CEscAzo TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FCR MIAMI -CADE COUNTY. 2. warn BUCKS BY OTHERS. mUST BF ANCHCRED PROPERLY 10 TRANSFER LOACS TO ME STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AS SPACED AS SHOWN 011 DETAILS. ANCHOR EMBEDUEN1 TO BASE MATERIAL SHALL BE BEYOND WALL FINISH CR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT RECUIRED, 5. DESIGN PRESSURE RATING SHALL BE AS FOLLCWS: - 000 6'6 WOOD FRAMES: SEE TABLE THIS ShZZET - FOR 8b" WCCD FRAMES: SEE TABLE THIS 54511 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. TABLE OF CONTENTS OUTSWING INSULATED STEEL 000R (Common to 011 (rcme conditions) ao Or Leaf Constructlon• Foce sheets: 24 ga. (0.0201 minimum thickness. Galvanized steel A -525 commercial quality - AKDO per ASTM 620 with yield strength Fy(min.) 24,6C0 psi. Core design: Expended polystyrene with 1.0 to 1.25 Ibs. density. Construction: steel face sheets glued to expended polystyrene (EPS). with wood roils cnd Laminated Veneered Lumber stiles and a wised lock block reinforcement. DESCRIPTION COMMON (GENERAL NOTES TYPICAL ELEVATION) DOUBLE 6'8" WOOD FRAV.E (ANCHORS, ELEVArCN) DOUBLE 8'0 WOOD FRAME (ANCHORS, ELEVATION) DOUBLE DOOR HORIZONTAL CROSS SECTIONS DOUBLE 0000 VERT. CROSS SECTIONS (ELL OF MATERIALS! COMMON (0000 MODELS LOCK OETAILS) OA. MAX. FRAME WIDTH 74 —l/2° 6' -8" HEIGHT COLONIAL 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF MEM IDESIGN PRESSURE RATING \ \\ \ \"r ANLRE WATERY .Yr1TMr.c..h I '&, WA^ ,...„....w, a[tll.'7101011 t5 YcT.L££. ;nE.:LAEL ENT No vEEDFtI l'POSi7iVE N r 46.0 we - 51.0 Pei t 45.0 paf - 51.0 p•f OA. MAX. FRAME 1410TH 74 -1/2 8` -0" HEIGHT APPROVED AS COMPLYING MN THE SOUTH FLORIDA BUILGIIG COLE ' Etr ' ah 00/ 6Y • P000 ONTROLDM BU •' GOGE COMPUMICE OFFICE ACCEPTANCE N0. 0 /0 4 i J W VZ O '. z� 0505 � a 3 c) 2 —: Lo 0 L' • U EL U 0 0 a CO CC W In 0 CI 0. 94EC! 1 OF 6 m In Z 0 N CC CC BUILDING CONSULTANTS. INC l 813.684.3831 1 DAZE: 9/25/00 SCML N. T.S. DWG. BY: TJH c141 BY: RW DRAWING NO. 0C9921 O. k IAAX. FRAME HEIGHT 97-3/8" O ( r E. , , \ J Melton Trpkal Opposite !on! I 2 ._ F 1 � —7 1:1 14' TYP. t l 1 t t i 14 TYP. 14' TYP. 1 I4 TYP. 14' TYP. j . Ll 2- 12 _•. MAX. MAX 9- 12 -1 2• r 12 ' VA X. 6 . MAX. MAX. 6- I 6 1_ 1,1 � I i � OR 6 ' ANCHOR LOCATIONS 1 1 1 I 12 12 MAX UAX1 6 6'8" 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) APPROVED AS CCMPLYLNG WITH THE SOUTH FLORIDA BUILDING CODE Zoo( /C. _■s 4 BY PRCO T NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - /003.04- 0 z a —1 tat j z ca V 1 W QQ - o o z n 0 w 0 0 z Z 0 cc cc . BUILDING CONSULTANTS. INC 617.664.3631 DATE 9/25/00 sour: N.T.S. owc. Br: TJH OM. at RW taurru NG.: 0C9921 sHDEr 2 or 6 i t t Melton Trpkal Opposite !on! I 2 ._ F 1 � —7 1:1 14' TYP. t l 1 t t i 14 TYP. 14' TYP. 1 I4 TYP. 14' TYP. j . Ll 2- 12 _•. MAX. MAX 9- 12 -1 2• r 12 ' VA X. 6 . MAX. MAX. 6- I 6 1_ 1,1 � I i � OR 6 ' ANCHOR LOCATIONS 1 1 1 I 12 12 MAX UAX1 6 6'8" 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) APPROVED AS CCMPLYLNG WITH THE SOUTH FLORIDA BUILDING CODE Zoo( /C. _■s 4 BY PRCO T NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - /003.04- 0 z a —1 tat j z ca V 1 W QQ - o o z n 0 w 0 0 z Z 0 cc cc . BUILDING CONSULTANTS. INC 617.664.3631 DATE 9/25/00 sour: N.T.S. owc. Br: TJH OM. at RW taurru NG.: 0C9921 sHDEr 2 or 6 FE 17.25' TYP. • 17' .TYP. 17' TYP. 17' TYP. 17' TYP. tz' -- 1- 4- --1 MAX. MAX_ 8 - I MAC I MAX. ! OR Anchors Typ;cl Oppcs;te Jamb MAX A" —4 1 12"----- -4-12" I '12" � MY • MAX. MAX. A —I -- I 6 " I I 8" ANCHOR LOCATIONS 8'0" 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY CF VIEW) r12 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE TaiuCL by PROD' BUILDING CODE COJAPUAUCE OFFICE ACCEPTANCE N0. 00- 1003.0¢ 0 a cc j oM a O tJ O Z 050 nO z s_ W N ce 0 O z. O cOW Wp J Z m Ocn nec O 0 z 2 I- 0 O z 5 ?" BUILONO CONSULTANTS. INC 813.684.3E31 1I z 0 oQE 9/25/CO scuE N.T.S. orrc. BY: TJH cxx. a !VI CRAWMC N0: DC9921 slur 3 cr 5 NOTE: ® • 4 (TYP. INSTALLATION IN 0 2X W000 BUCK) M' 4. Eve. U 1 -3/4 36.0" MAX. WIDTH ACTIVE PANEL 0. A. MAX. FRAME WIDTH 74." INTERIOR EXTERIOR HORIZONTAL CROSS SECTION 5'8 AND 8'0 ASTRAGAL #9 X 1" FFH WS VAX. 13" ON CENTER INACTIVE PANEL W/ ASTRAGAL 36.75" MAX. WIDTH W /ASTRAGAL P. INSTALLATION RU 2X W00 BUCK INTO MASONRY APPROVED AS COMPLYIUG WTH THE SOUTH FLORIDA BUU.0 HG CODE 0A 200 BY // • 4 rrTR PROCU T C OL DIVISION BUILD:. CODE COMPLIAUCEOFFICE ACCEPTANCE NCI" • A¢ CC 0 s z u) U ¢¢o z3 ws�� z 0 •= O N o a w �zz -, c' a. U O a cci O ce o . } CD W 0 O z '- UV 81.SLOING CONSI,LTANTS, INC 813.684.3831 DATm 9/25/00 N.T.S. OWC. BY TJH um BT: RW DRAWING NO, DC9921 SHTLT 4 OF 6 ITEM DESCRIPTION 1 NIA 2 Hinge iamb (1 -1/4" x 4 -1/2" Woad Jamb) — PINE J Head jamb ( 1 -1/4" x 4 -1/2" Wood Jamn) — PINE 4 4" x 4 butt hinged 12go.(.097") C.R. STEEL N/A 6 (J9 X 1" PFH wcod screw (hr..ce to frame) / i18 x 3" PFH wood screw 8 • x 2" PFH wood screw 9 1/4" tapcon (1 -1/4" into masonry) ITW BUILOEX TAPCON # 96- 1226.03) or ELCO TAPCON (NOA X 97- 0731.15) 10 N/A 11 N/A 12 Bumper threshold (1 -1/4 "x 4 5/8 x 5/8" extruded alum.) 13 Compression weatherstrip Schlegel 0 —Lon OOS 650 14 Extruded Aluminum Astragal (Imperial # ANH) - 15 #9 x 1" PFH wood screw 16 Face sheet 24ga.(.020 thk.min)galv.steel A -525 Fy =24,600 psi. 17 N/A 18 Tap Rol (wood 1.67" x 1.0421 19 Bottom Rail (wood 1.067" x 1.0651 20 Side Stile (wood 1 067" x 1.042" lomingted veneer lumber, 21 Wood lock reinforcement (1.67" x 2.75 x 4.751 22 Astragal Throw Bolt ( Steel .31" diameter 19.25" long) 23 N/A 24 N A 25 N/A 26 Astragal Reinforcement Plate — located too and bottom of Astragal (1.125 wide x 18.0' long X .060" thick steel Attached with 8— #6 x 1" PFH Wood Screw 27 Kwikset titan series lock j( 200 Kwikset titan " rie4 deodbolt # 600 ,18 29 #8 X 1 -1/2 PFH WS 30 Masonry wall 31 2x wood buck 32 Expanded Polystyrene (1.0 .to 1.25 lb. Density) DYLITE MFG. BY JELD —WEN 33 1/4" max. shim pace 34 Wood lock reinforcement (1 67 x 7.75 x 11.8751 1.75' '..t0C 7, CR MASCNRs' SUBSTRATE ('.Y ?.CAL) — 4 9/16' I IT 1.15' min. er14. I5 PFH WS IN WOOD SUBSTRATE(MIN. 1.15" EMB.) OR TAPCCN TYPE ANCHOR FCR MASONRY SUBSTRA;E(MIN. 1.25" DAB.) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU1LOING CODE DATE FCC ( . 200/ BY PRUDE•. •NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 0 10 '/O 0 . 0 cc N Z N CO CO al (3 , o z 3Da Zsci W — a ui U 0 ce t,J La BD M d p 0 J Z 3 E z 050 z Cc_ 8 O z aTE 9/25/00 SCALE N. T.S. owG. BY: TJH cnx, a RW CRAMNG Na.: DC9921 sIEET 5 or 5 NOTE: 1. 6'8 DOOR LATCH LOCATED AT 36.0' FROM BOTTOM OF PANEL 2. 6'5 DOOR DEADBOLT LOCATED AT 41.5' FROM BOTTOM OF PANEL 3. 8'0 DOOR LATCH LOCATED AT 36.0' FROM BOTTOM OF PANEL 4. 8'0 ODOR DEADBOLT LOCATED AT 48.0' FROM BOTTOM OF PANEL IMX. PANEL VIDTH 38.6 Ed El El CO 00 El c 001 DOOR MODELS (FLUSH and EMBOSSED) 161 1 APPROVED As COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OA 200 / BY PROC' :.T"•1t ROL DMSON RU1LO01C CODE COMPUANCE OFFICE ACCEPTANCE NO. eV 1063• D 0 a O cn z 0 cn cc 5 " SUILOINe CONSULTANTS. INC, 813.684.3831 DATE 9/25/00 SCM.E N.T.S. owe. er. TJH CHIC Rr RW CRAYIINO NO DC9921 SH&T 6 or 6 ti • MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Jcld -Wen, Inc 31725 Highway 97 N. Chiloquin Acceptance No.:99- 1007.01 Expires:07 /17/2003 •OR 97624 I 01'3 Approved:07 /17/2000 Internet mail address: postmaster ©huildingcodeonline .cum MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 (305) 375.2901 FAX (305) 375•2903 CONTRACTOR 1.ICF.NSING SECTION (305) 375.2527 FAX (305) 375.2553 CONTRACTOR ENFORCF\IENTSECTION (305)375.:966 FAX (305)375•`9)5 PRODUCT CONTROI. DIVISION (305) 375.290' FAX (305) 372.6339 Your application for Product Approval of: DoorCraft "Gladiator" "Energy Saver" O/S Glazed IV /C Residential lies, Steel 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 1M(lam) -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such, product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. • Chief Product Control Division TI -IIS 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 Dade County, Florida under the conditions set forth above. 1 .rancisco . Quintana. R.A. Director )N'l lam i -Dade County I3uilding Code Compliance Office Flumepuge: http : / /www.huildingcodeonline.com Jeld -Wen, Inc. 2of3 ACCEPTANCE No.: 99- 1007.01 APPROVED JUL 1 7 2000 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUL 1 7 2003 1. SCOPE 1.1 This approves a residential insulated steel door, as described in Section 2 of this Notice 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 SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The DoorCraft "Gladiator" & "Energy Saver ", Outswing Glazed Wood Edge Residential Insulated Steel Door w /Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No S- 2004, titled "Challenge Gladiator Outswing Woodedge Door Double and Single Unit" Sheets 1 through 6 of 6 dated 12/01/99, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door, with sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building pemit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. ha,644 Manue Perez, P.E. Product ' • trol Examiner Produc ontrol Division Jeld -Wen, Inc. ACCEPTANCE No.: 99- 1007.01 APPROVED : JUL 1 7 2000 EXPIRES JUL 1 7 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (S) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance'with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer 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 ofpages'', 2 and this last ante 3. Manuel erez P.E. Product Contr I Examiner Product Control Division END OF TIIIS ACCEPTANCE 3 of DESIGN PRESSURE RATING DESIGN TABLE OF CONTENTS SHEET i DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 I VERTICAL CROSS SECTIONS 3 HOIZONTAL CROSS SECTIONS 1/3, 2,3 & 3/3 4 HOIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/ 5 ANCHORING LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 I BILL OF MATERIALS & GLAZING DETAILS DESIGN PRESSURE RATING DESIGN ././ WHERE WATER ON REQUIREMENT IS NEEDED POSITIVE + 50.0 PSF NEGATIVE — 46.0 PSF 105.25" MAX. OVERALL WIDTH 21.8175' 14' MAX. MAX. D.LO. PANEL WIDTH ! �1 O Door r JC GLADIATOR and ENERGY SAVER OUTSWING WOODEDGE STEEL DOOR WM4 WOOD FRAMES GENERAL NU I t.S 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FCR M'AMi —DARE COUNTY 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATER SHALL BE BEYOND WALL DRESSING CR STUCCO. 4. IMPACT RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDELITES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. THIS SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI —DADE COUNTY. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Oaor Leaf Construction: Face sheets: 24 ga. (0.021') minimum thickness, 25 ga. 0.018) minimum thickness, galvanized steel A-525 commercial quality — AKDO per ASTM 620 with yield strength Fy(ave.)= 24,600 psi. Core design' Expanded polystyrene with 1.0 to 1.25 lbs. density. Construction: Ste& face sheets glued to expanded polystyrene (EPS), with wood ruffs and Iom!rated veneerd lumber stiles and a wood lock block reinforcement. frame j;onstrucfian: The head jombs and side jcmbs finger jointed pine measuring 4.5625" x 1.25'. The head and side jambs are mortised, butted and joined using (3) 7/8' x 2" wire staples. The threshold used is an aluminum outswing bumpfoce measuring 4.625" 1". 74.5" MAX. OVERALL WIDTH 36.75" MAX. PANEL 1 WIDTH W /ASTRAGAL 0 DOURf F DOOR FI EVATION 68.5' MAX. OVERALL WIDTH —� 36" MAX. PANEL WIDTH ® 1 0 0 fl Ta b SINGLE DOOR W /SIDELITES ELEVATION MAX. 37.5" WIDTH MAX. OVERALL WIDTH 1 G .0 0 J 0 O .QURI F DOOR W /SIDFI fTES FVATION SINGE F f100R FI FVATION fl G1A7Ff) DOOR SHOWN FOR C1f1RITY OF VIFW (VIEWED INTTRIOR) IF a1 6" MAX. D.LO. 19.625" MAX. D.LO. APPROVED AS COMPLYING WITH THI SOUTH FLORIDA BUILDING CODE OD OAT BY PC.C3C CU ;11 Di'."3 dO cJ'E CC::.?L:;.:; E Ofi:CI 'Cca'rz qq � 0D3.pd cn y W 1n "s.-0 0 0 0 m !n z 0 ce 0 — BUILDING CONSULTANTS, !NC. 813.684.3831 are: 12/01/99 SCALE: N.T.S. ova BY: TJH CNC BY: RW OMMNC Na.: 5 -2004 • 25 o L IV o o L Ail Pia FIXED in n FXTFRK)R SEE NOTE f2 SHT. 7 .020' MIN. SKIN .75' GLASS THK. OPERABLE JL11 2E2 0 J N 0 N • 1.75' MAX. PANEL THK. VERTICAL CROSS — SECTION Z rd � W N H 22 N m Y Z CC » U v N 0 0 o .5' MIN. GLASS THK. SEE NOTE #1 SHT. 7 0 n J co Pi g .020 MIN. SKIN THK. • • a • v� 2 ¢i V r _ N - W VERTICAL CROSS — SECTION _EKEERE2B .020" MIN. f SKIN 0 1.75 _ MAX. T. o PANEL THK. rj .5' MAX. ` GLASS THK. IWT.ERIOR 1 SEE NOTE #1 SHT. 7 Y • Z y 0 • D r• • VERTICAL CROSS— SECTION » 0z O UV VI O t o fo 0 m Eoo o° 3 m 0 0 O 5 00 E 0S Gl C zz 0 0 CO ID (D ma. Br: TJH 0 z Z 0 In cc V V74,1BUILDING CONSULTANTS. INC 813.684.3831 CATE 12/01/99 sutr<:7 /2 1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Br ✓ owe. e+: RW PRO. • CT COtTRO . DPASQN No's BUILD;' ODE COL1PLIANCEOVF:CE S -2004 ACCCPTASCE r;o 49 - 2O07 ofgl¢T 2 Or 7 , .25' MAX. SHIM SEE NOTE 11 SHT: 3 0 3 11 HORI7(NTAI CROSS-4FC77ON AT ASTRAGAL. TYP, .15' MIN. COUNTERSINK 1.15' MIN. EMB. z SEE NOTE 12 SHT. 7 z U HORI7ONTAL CROSS SFCTION AT I ATCH JAMB TO BUCK. TYP, � H FX1 ERroR 'r? _INTERIOR NOTES: 1. SPACING FOR 118A 1", 2 1/2', 4'. 5 THE BOTTOM UP IS 2. ATTACH THE STRIKE ASTRAGAL USING A SEE NOTE 11 SHT. 7 IS AS FOLLOWS: FROM TOP DOWN 1/2 ", 13", 18" de 26'. SPACING FROM THE SAME PLATE AND THE DEADBOLT PLATE TO THE 18 x 2" LG. PHILLIPS FLATHEAD SCREW. .15' MIN. COUNTERSINK 22 HORIZONTAI CROSS SF(T10N AT HINGF JAMB TO RUCK. TYP, 1.15' MIN. EMB. .25' MAX. SHIM THK. JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 NO 6/29/00 DATE GENERAL REVISION TJH BY ' EVISIONS PRODUCT: OoorCreft Steel OUTSWING WOODEDGE DOOR DOUBLE do SINGEL UNIT PART OR ASSEMBLY; HORIZONTAL 1 /3. / 3 CTIONS Rcl BUILDING CONSULTANTS. INC. 813.684.3831 APPROVED AS COMPLYING WITH THE scum mu! BUILDING CODE 7/o77fitr%*1 PR O o 8Y cue n OIVISt09 dU:I.D.KG =DE q : ' :rr t:Pr ro 7• ATE: 1 2/01/99 sc u.E:1 /1" = 1 " MG en' TJH cH.Em RW DRAWN; N0.: 5 -2004 SHEET 3 or 7 1.15" MIN. 0 • EMB. A, 3 tMfi a m .25' MAX. SHIM THK. n • -- a .15' MIN. COUNTERSINK _ SEE NOTE 11 SHT. 4 4 O HOR170NTAL CROSS SFCTION AT S!DFIITF TO HINGE JAMB TYP, 15 " MIN. COUNTERSINK SEE NOTE 11 SHT. 7 0 4 1 HORIZONTAL CROSS SECTION AT SIDELITF TO BUC((. TYP, FXTFRIOR it a H SEE NOTE 11 SHT. 4 L .15' MIN. COUNTERSINK NOTES: 1. SPACING FOR ITEM 133, WHEN USED TO ATTACH THE SIDELITE TO THE SIOEUTE JAMB IS AS FOLLOWS; FROM THE TOP DOWN 6' do 30 ". THE SPACING FROM THE BOTTOM UP IS THE SAME. QY Z g =-a SEE NOTE 11 SHT. 7 0 4 22 HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB. TYP, JELD -WEN, INC. 31725 HIGHWAY 97 NORTH CHILOQUIN, OR. 97624 PH. 541.783.2057 1 NO. DATE 6329/00 GENERAL REVISION TJH BY REVISIONS PRODUCT: DoorCraft Steel OUTSWING WOODEDGE DOOR DOUBLE do SINGEL UNIT PART OR ASSEMBLY: - HORIZONTAL CROSSEPTIONS 1/4. 2/4 do 3 // 4 BUILDING CONSULTANTS. INC. 813.684.3831 APPROVED AS COMPLYING WITH THE SOUTH ORI. BUILDING CODE on YtJ; DIVISION .c :! .R WOE CpOIN,'. 3Uo •4.o 'ttc�T,U.,Ci fi0. '7 DATE: 12/01/99 sCA 1/2" 1' oat. V. TJH DtBr: RW OAAWA= NO■ S -2004 9W 4 av 7 1 f 1 I —0 9 0 1T nP t i I 1 I, TYP. 1 1 1 l it -- 11 "T 1 1 1 0 TYP. 9 1 1 SING! F ODOR ANCHORING LOCATIONS DETAIL ATTACH ASTRAGAL THROW BCLT STRIKE PLATE TO FRAME AS SHOWN. 4' — 4 DETAIL "G" HINGE DETAIL SEE DETAIL — — 4- 3' F - I I" 4' DOUBLE DOOR W /SIDELITES ANCHORING LOCATION$ 4 " APPROVED AS COMPLYING WITH THE SOUTH FLUP.IDA WILDING COO€ ca: er PROLJC ViS CU m O m 0 ^z UUILDNG C ONSULTANTS. INC 813.684.3831 Fn Z 0 0 ce ce oAm 12/01/99 SCALE _. N.T.S. OWO. ar! TJH opt ar RW DRAWING KU S -2004 gwEr co z a SEE DETAIL "C" SHEET 5 SEE DETNL F" SHEET 5 wrRO+ES #:: caraftym wmr nIr SAi OR BUDDING COOS r 141 41 oar 12/41,99 SCILe N.T.S. 3" 3" 1 1-- 1 1 ! TYP.. —11 0- 1 1 T•P. 1 1 1 —1 1 3" 3" DOU81 F DOOR ANCHORING I OCATIONS 36.0" MAX. PANEL WIDTH HrEi O O v a 6 ' GIA7F1, OQOR MOOR 5 z Z CNO 1 EXTERIOR INTERIOR EXTERIOR- SEE NOTE 12 SEE NOTE 11 GLAZING DETAIL FUI 1 1 RE k STDFI rr .5" GLASS BITE GLAZING AFTAIL .25" STEEL SPACER .5' STEEL SPACER .125" INSULATED -` co> TEMPERED GLASS • A 25" AIR SPACE .125" INSULATED TEMPERED GLASS .125' INSULATED TEMPEREC GLASS .5" AIR SPACE .125' INSULATED TEMPERED GLASS Lt=fillETIRINTLWIILIWAdi MU:1MM L'Lr ^ fiTANI1011d/111111111111111111 rar11510 ♦ _ UMMINI 1177 T rstibLi ri1 L .Y'i•., .•ya:l., Ltapir:)2.a1 fliT • PS FLATH , •.D s 4„Ja4» . Tr j. .11•1211 A i. �74, 1!. ODORS 2.11,117. :X' 133iit T7 ✓�> L ?_ P1,s3 !2:1 -. !U1r I• 11- 414•{;)6) 7Fii .i [] (« a3L.7iCartMtis:b r'iAjAn (i x SONSIIMIN P ON 00 -650 WOOD SCREW BOTTOM RAIL 1.67 x 1.065 see STILE" - 1.067" 1.065") - IROW BOLT 0.31 x 19.25 L, I& x 112 l TYPE AB' PANHEAD SMS ASTTIAGAL. REINFORCEMENT PLATE_ LOCATED •' . :i• HAM t 7l:. ATT 01A i�Yeaxi� "ia 24GA., GALVANIZED :021' MIN. a ,.%142 . ' MIN isrongs W000 WOOD STEEL - STEEL WOOD 1 2 DESGRIIP'TT , CS rem ta 12 14 15 16 17 18 18A 19 20 21 22 23 24 t PHILLIPS FLATHEAD WOOD SCREW KWIKSET TITAN SERIES LOCK KWIKSEI TITAN SERIES DEADBOLT LATCH SCREWS (SEE LOCK INSTRUCTIONS) MASONRY WALL 2m WOOD BUCK DYUTE EXPANDED POLYSTYRENE (1.0 TO 1.25 Iba. /eu. fL MIN. DENSITY) 1/4' MAX. SHIMS WOOD LOCK REINFORCEMENT FULL UTE & SIDELITE FRAME ODL POLY PROPOLENE 1/2" OVERALL INSULATED TEMPERED GLASS LATCH JAMB 11 1/4' x 4 1/12) - - 18 x t 1/2 TEK SCREW (UTE FRAME) VENT UTE FRAME 001_ POLYPROPYLENE 3/4" OVERAU. ASLIATED TEJPFRED GLASS (VENT 111E RINGS) 18 x 2 PHILLIPS FLATHEAD WOOD SCREW 8— STEEL CONC. W000 25 28 27 28 29 30 31 .32 GLASS .33 STEEL 34 BLANK JAMB. (1 1/4" x 4 1/121 WOOD NOTES: 1. SPACING FOR ITEM 130 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIOEUTES & FULL UTES: TOP & BOTTOM; SIDEL(TE (2) SCREWS 2" IN FROM EACH CORNER. FULL UTES (3) SCREWS 3' IN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH: (6) SCREWS 3.25', 13.75: 26.5', 39.375: 52.0" AND 62.625" - .2. SPACING FOR ITEM 130 (18 x 1 1/2' TEK SCREW} 15 AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER. SIDES: 3.25" FROM TOP CORNER & (3) MORE AT 10.375. WOOD w000 GLASS WOOD STEEL APPROVi AS COMPLYING WITN TIN SOOTS : +, OA YWtb+N6 COOF.. t• OA 00 2ttitDi - X1PUE1 no. r" 7 CO,xi INC. e13:5 43831 D isc 12/0t/99 Kr.S.. cAO er TJH om r* RW al MANS NOD. ▪ titZ MIAM!DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF AC (NO Trace Security Windows & Doors, Inc. 5100,NW 72 Avenue Mlnttjl, Fl 33166 MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 =1563 (305) 375.2901 FAX (305)375-290S SCOPE: This NOA is being issued under the applicable rules and regulations governing tl'r use of condtruetion meteriaii ;;. The documentation submitted has been reviewed by Mi mi -Dadc County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used i Miami Dade Cou.:ty and other areas where allowed by the Authority Having Jurisdiction (AHJ). d �' 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: Series "2100" Aluminum Sin,,.: Iiung Window APPROVAL DOCUMENT: Drawing No. W99 -48, titled "Series 2100 Alum. Single Hung Window", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 6/10/02, bearing the Miami -Dade County Product Control Revision stamp with thc Notice of Acceptance number and expiration date by the Miami - Dadc County Product Control Division. MISSILE IMPACT RATING: None 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 ",Tnlcss 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 expi ation date or if there has been a revision or change in thc materials, use, and/or manufacture of the product or pro Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes sha ..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 nuraber preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literriiturc. If any portion of the NOA is displayed, then it shall be donc in its cntircty. INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 99- 0712.05 and, Consists of this page 1 as well as approval document mentioned above. The submitted documentation "was reviewed by Raul Rrdriguez. 4 NOA No 02- 0612.04 Expiration Date: July 11, 2007 :Approval Date: July 18, 2002 Page 1 • A 1 Pujudif 28, 20g0 Mr.. Mike La- evre. Traco Security Windows 5100 N.W. 72 Ave. Miami, F1. 33166 SUB: Single hung window series 2100 Miami Dade County Noa#99-0712.05 ' Dear Mr. La- Fevre . C:BK \My Documcntz \MikcL:tcvrc P:.-FAROCO GO "'PORATZO. ENCANEERS PLANNERS a PRODUCT TE:3T!NG i 1235 S.W. 87TH AVENUE. MIAMI. FLORIDA 33174 TELEP6 -IQNE (305) 264 -0100 - FAX (305) 262 -6978 This is to advise you that on the comparative analysis c:Iart on DWG.W99 -48 we have erroneously shown a dash in the wiCi';. slot for size 53 1/8" x 74 1/4 ". The actual capacity of a window of size 53 1/8" x 74 1 glazed with 3/16" annealed glass is +50.0 -50.0 psf as shown: Please note that this is the tested size for 3/16" glass s} :,wn in the approval (FTL- 1274). If you have any questions, please feel f.ree_.tc ,caf1 Very •.���'��•��}�.�{;' =1:.- Dr. 1-1 ,Fa:.)o P E. Presiden ; ...._..`;L . 1 PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors 5100 NW 72 AVC. t\'}`iami FI., 33166 The expense of such testing will be incurred by thc manufacturer. Acceptance No.:99- 0712.05 Expires:07 /11/2002 Approved: 08/26/1999 ill, \evil -U: \Ill: l Ul:; c'1'Y, fi.oRtuA t II FRO.1')At,t; :LA ; :,LER [)UiLD1NG 111111.DINC: c :onl: Ol'PICI: M1: )At ;c. FLAGL[ilt 131' LDINC; 140 \� I.LAGLE.R STI:I:'LT, SUITE 1()03 tvIIAMI, FLORIDA. 3J130.1.563,—. (305) 375..901 FAX '(305) CONTRACTOR LICENSING SECTION (305) 37 :. :.17 FAX (305) 395 -2558. CONTRACTOR ENVOI:O r1I:NT SECTION (Su5) 375.2 PAX (305) 379.3)0:: 1'It(11)1)(:'r CONTROL DIVISION Your application for Product Approval of: ( lug,) 395.2902 1 (30S) 372-6 Scrics 2.100 Aluminum Sii:glc Hun ;Viudow .under Chapter 8 of the Codc of Miami - Dade County governing the usc of Alternate Matcri;:' ..:und 'Types of Construction, and completely described hcrcin, has bccn recommended for acceptant(: by the Minrni - Dade ' County Building Codc Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after thc expiration datc statcd below. BCCO rescrvcs ii :c right to :•. :' :urc this product or matcrial at anytime from a jobsitc or manufacturer's plant for quality control test If this product or matcrial fails to perform in thc approved manner, BCCO may rcv.oke, modify, or suspend the usc of such product or matcrial immediately. BCCO rescrvcs thc right to revoke this approval, if it is determined BCCO that this product or matcrial fails to meet the requirements of the South Florida Building Codc. :caul Rodriguez Chicf Product C� ••ntrol Division THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GEN".i:AL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has bccn reviewed by thc BCCO and approvcd by the Building Codc and Product Rcvicw Committee to be used in Dade County, Florida undcr thc conditions set forth above. •r /1 anciscc, f. Director 1 of 3 Miami -Dade Cct:rity Building Cod Compli:.a( : ;: Office Internet mnil ndddress: pnstmastern buitdingc linmepitr,e;http://www.halil-H::;endeonline.rnm .U' Securi Windows and Doors 2of3 ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS. 99- 0712.05 AUG 2' 6 1999 '1. SCOPE 1.1 This renews the Noticc of Acceptance No.'97- 0921.13, which wns issued on July ; 6,'1998. approvcs an aluminum singlc hung window as described in scct:on•2 of this Nroticc of Acccptar.ac, designed to comply with thc South Florida Building Codc, (S1'BC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirement:_, as dctcrmincd by SFBC Chapter 23, do not exceed thc Design Pressure Rating values indicated in thc approvcd drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 2100; Aluminum Singlc 1-Iung Window, and its components shall be ;•: onstructed in strict compliance with the following document: Dra.A:ng No. W99 -•48, titled "Seri::s 2100 Alum. Single Hung Window," Shect 1 thru 3 of 3, dated 06/16/99, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approvai stamp with the 1':.Aice of Acceptance number and approval date by the.Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as thc approved drawings. 3. LIMITATIONS 3.1 This approval applies to singlc unit applications of an aluminum single hung window, as shown approved drawings. 4. INSTALLATION: 4.1 The aluminum singlc hung window and its components shall be constructed in strict cornn::ance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane . protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • following statcment: "Miami -Dadc County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate topics of the approvcd drawings, as identified in scction 2 of this Notice of .... Acceptance, clearly marked to show the componcnts selected for the pr 'posed 6.1.3 Any other documents required by the Building -Official or the South Florida Building Code (SFBC) in ordcr to properly cvaluatc the installation of this system. Manu• Perez, P.E., Product Con Examiner Product- Control Divisic r %■'1111101V.1 ;111(1 1111111'` 9. This Acccptancc contains pages .l, 2, this Last page 3. 1 ;vu.. i',-V / 1L.U.n APPROVED AUG .2 61999 EXPIRES July 11. 1102 NOTICE OF ACCEPTANCE STANDARD COND TIONS 1. Rcncwal of this Acccptancc (approval) shall bc considered after a renewal applic;ition has been • filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than cight (8) ycars. 2. Any and all appro 'vcd products shall be permanently labeled with. the mar.; nat:1�, city, statc, and thc following statement: "Miami -Dadc County Product Control Approved ", or as specifically stated in the specific conditiohs of this Acccptancc. 3. Rcncwals of Acccptancc will not bc considcrcd if: a) Thcrc has bccn a changc in the South Florida Building Co 'c affcctin; :;;c cvaluatior• of this product and thc product is not in compliance with thc code chaps'...:;; b) . Thc product is no longer the same prods -t (identical) as thc one or:;•:nally approved. c) If the Acccptancc holder has not complied with all :lie requirements of this acceptance, including the correct installation of thc product; ` d) The engineer who originally prepared, signcd and scaled the required doc':• :•.cntation initially submittcd , is no Longer practicing the cnginccring profession. 4. Any rcvision or changc in thc materials, usc, and /or manufacture of the prnduc or proccns snr:ll automatically bc causc for termination of this Acceptance, unless prior wr:.t;:n approval :,.(s been requested (through the filing of a rcvision application with appropriate fcc) and grantec'.:;y this officc. 5. Any of the following shall also bc grounds for rcmoval of this Acccptancc: a) Unsatisfactory performance of this product or proccss; b) Misusc of this Acccptancc as an cndorscmcnt of any product, for sales, advertising or any othcr purpose. 6. The Noticc of Acccptancc numbcr prcccdcd by thc words Dadc County, Fk rida, and fo!: by.. the expiration date may be displaycd in advertising literature. If any portion of the Noti,:. of • Acceptance is displaycd, then it shall bc done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall bc provided to thc user by thc manufacturer or its distributors and shall be available for inspection at thc job sitc at all times. The cnginccr does not heed to reseal the topics. 8. Failure to comply with any section of this Acccptancc shall be causc for termination and rcmova of Acccptancc. ivtanucl P rcz/ . E., P r,, ;.c; , ^ ontrc, �j:arniner Product trot Divisi..:. END OF THIS ACCEPTANCE 3 ot3 TYPICAL ANCHORS SEE ELEV. FOR SPACING 9 15 17 J W000 BUCKS NOT BY TRACO SECURITY WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: 3/16 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 28Y WOOD BUCKS OR W000 STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO F.+. 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SEALANT: ALL FRAME AND VENT CORNERS, AND HEAD., OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT, F XED MEETING RAIL AT ENDS SEALED WITH GE SILICONE. ITEM N3. .PART NUMBER QUANTITY DESCRIp':ON MATERIAL I !LANE/ =T-IED,3eDUJlXS 1 0 -367 9 NEAR 6063 -76 ;KI1W% 2 050 -00 -375 1 S.9. 3 050- 00 -3E6 2 4 050 - 00-164 5 050 -00 -492 6 051 -00 -160 2 7 050-00 -119 l 8 9 012 - 00-832 AS RECD. 90 050 -00 -000 AS RECD. 91 047 -00 -073 4 12 - NA7>RD6 3 1ST JAM8 13 050- 00 -000 AS RECD. ACRYUC BASED GUS 5063 -16 !MGM I 6063 -76 iALLDIAR VENT TOP 6063 -76 VENT 801709 6083 -T6 ALLOIAX VENT 010E 6063 -T6 1TOZ3N MEETING RAIL 6063 -15 I1 I FRAME ASSEISLT SCSZAl - ./ 8 X 3/47 ffi VENT A55EMBL6 SCREE - 8X 1' S..i WOOLPILE VENT SCE '0!1%55 Af - 5721600170 =£ 5555 14 007 -10 -016 2 SWEEP LOCK 0 7' 0700 (9.1260 j KAM:C..0 0'L 15 004 - 00-003 AS RECD. L6 048 -00 -002 AS RE00. ROLL FORMED SCREE* FRAJ1E IoWr-0NAL Fl8ERGlJSS SCREEN MESH :8 WV -8502 AS RECD BULB WEATHERSTMIAXG V.NYL i 1c8GRG 17 046 -16 -005 AS RECD. NY -2205 21 045-96-030 1/ JANE SCREEN MESH ROLL FLAP SILL BLOCK AND TAL■LE 34:9 I YM'L , ,sORG .1■XV 70- 3915 22 2 CLOSED CELL FOAL: 943 .1'X2Xt1/4" 41 E,GR1 CORNER 23 1 AS RE00. ROLL FORMED GUS 00.93 1/2' DRAIN NOTCH AT EACH END OF SCREEN RETAINING LEG I /8' SHIM AT EACH CORNER OF SCREEN 5 TYPICAL :.:[HORS SEE Ems. FOR SPACING 07 OR 286 Y.000 00CK 3/8' MIN. VENT •2.4 0.L C -C TYP. GLASS BRE 4 .4jA- o I. E >:TERIOR W'. ". 06'T060 9$ I-ZRS SEE ;Hun: 036 1 /4_SHy Ap79E1'i 4y sr 1 /;II n 8515, F!ariJ4 04 491(rn's Date Z.A. 1 '.� .td NOM) IS � 0 ii.OY Vli.wi U4 .199760 Control l brit 0.. DESIGN LOAD CAPACITY - PSF SERIES -2100 ALUMINUM SINGLE HUNG WINDOWS (7 OVER 1) If1N009 DIMS. DSB -ANN. GLASS 3/16" -ANN. GLASS 3/16 " - TEMP. GLASS WIDTH HEIGHT EXT. (.1 INT. ( -) EXT. (.7 INT. ( -) EXT. 7.) (NT. ( -7 19 -1/8' 26 -1/2' 37' 53 -1/8 26' (3) • 63.3 78.4 80.0 125.0 80.0 210.0 63.3 78.4 80.0 125.0 80.0 180.6 53.3 78.4 67 0 125.0 80.0 (29 3 34.9 34.9 80.0 90.1 80.0 90.1 19 -1/8' 25 -1/2' 37' 53 -7/8 38 -3 /8' (J) 63.3 78.4 80.0 125.0 80.0 169.5 63.3 78.4 80.0 122.3 80.0 122.3 59.1 59.1 80.0 87.6 80.0 87.6 X X 76.8 61.0 76.8 61.0 19 -1/8' 26 -1/2' 37' 53 -1/8 50 - 5/ 8 ' (5) 63.3 78.4 80.0 125.0 80.0 210.0 63.3 72.9 B0.0 125.0 80.0 154.6 50.9 50.9 80.0 80.6 80.0 104.1 x X 61.6 61.6 62.6 62.6 19 -1/8" 26 -1/2' 37' 53 -1/8 57' (5) 63.3 78.4 80.0 125.0 80.0 190.2 63.3 65.4 80.0 111.5 80.0 137.3 - X X - X 79.4 79.4 80.0 98.3 54.5 54.5 57.9 57.9 19 -1/8' 26 -1/2' 37' 53 -1 /8 63' (5) 63.3 73.8 80.0 125.0 80.0 172.1 62.4 62.4 500 700.2 80.0 124.2 X X 73.2 73.2 80.0 89 0 X x 49.1 49.1 54.5 54.5 19 -1/8' 26 -7/2' - 74 -1 /1' 59.8 59.8 80.0 125.0 80.0 175.2 x X 80.0 1 85.2 80.0 126.5 X 64.4 64.4 80.0 90.6 ^ 46.6 46.6 50.0 50.0 • • ND. IN PARENTHESIS INDICAT° N0. OF ANCHORS PER JAMB. R0LL FORMED ALUM GLA21N0 BEAD • OS9 -ANN. GLASS \ \ \ \\ BEODNG COMPOUND SCHNEE 900696AD 5555 GLA /;''G OPTIONS vCc�s ?Q� -37C:" ROLL FORMED ALUM GLAZING 8FAD 3/16' ANN. GLASS 3R \ 3/16' TEND. GLASS 8E001NG COMPOUND SCHNEE MOREHEAD 5555 27 n o o i • IP n l- i 3 .3 0 (c) 53 1/8' MAX. WINDOW WIDTH 49 5/8" MAX. D.L. OPG. (FIXED) 48 1/16' MAX. 0.L OPG. (VENT) 50 1/4' MAX. VENT WIDTH 6' VTX. TYP. 0 x 0 g 2 TY°1CAL ELEVATIONS TESTED UNITS 4 : "^7 a„T1- 3 = 9 K.Y. :fi" 71.0;: O - CENTER ANCHOR Z._ J0.. VEU: 0 HEAD & SILL 0 - /4t AAA 0E00. ON WINDOWS O0.R 26 - 1/2' WIDE ONLY 4'ITrt NOTES; 1. THIS PROOU62 -•£ +=(. .E_ •I.P° � ZONE OF THE 2701 F_:.'C. =wv.: = ALSO FOR M)ND =005 15 ` 7' .94(40 O,C.1.: 2. 94000 8UCK5 6 c3T- - •r0t.1 70 LOADS TO THE STRUC r.. 3. aVCHORS SHALL 8E A. _ - . 9+t= S = CO5 a 323 4LS. ANCHOR EM8607.7EN' is 38 4A -LL . - 0Er VA- ORE551NG OR ST'UCCC. WINDOWS TO E= i I71'PE3 DADE COUNTY I2EEIY IMPACT P.ES:_ _ti"C Fi- - J>ti =cC �: T. ZP_ :C1)43:37.794 _. F31c ticriL-:'a 0690 • �• c Growing 140. W99 -48 srect 1 of 3 4' L CO P chl, by: E — 7' 1 g ' e ) 11 06- 4 ,99 )1 r evisions 75S e scrip _ion j (0 • -• 444L) ." „; TRACO SECT'IlY WINDOWS & DOORS INC. 5100 N.W. 72 AVE. MIAMI, FL, 1166 TCL (.1051 3911 6990 L SERIES 2100 IALU1A. SINGLE HUNG WINDO_ jW ' p A AL—FAROOQ CORPORATION ' ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE FLORIDA 33174 JO TEL 284-8100 FAX. (305)262-89/b COMP-ANL \W99-485Wj MIAMI•DADE APPROVED: 09/07/2000 \\ \template :\notice acceptance cover page.dot 1ii(c'rnet in address: p ostr unstcrCbuildil(gcodeonline.coni 0. ) lr'RODUCA CONTROL) NOTICE OF ACCEPTANCE Safeguard Hurricane Protection Systems, Inc. 1315 Neptune Drive Boynton Beach ,FL 33426 The expense of such testing will be incurred by the manufacturer. MIAMI -DADL• COUNTY, FLORIDA METRO-I)ADC FI:AGL.Iat I3 ILUINc BUILDING CODE. COMPLIANCE OFFICE toil 'l'RC)- DAI)1: r1.AGL1:R BUILDING 140 WEST I : LAGI,ER STREET, I', SUITE 103 MIAMI. FLORIDA 33130.150 (305) 375.2901 FAX (305) 375 - .1903 coNTit Crolt Llcr ;NSINC SEC rlo\ (30.5)37:-2327 FAN (305) 373 -'-5:3 CU�'I'IL�CI UIt ENFOI1C;1•:M I)11•ISioN (305) 375- 2966 1305) 3 -29US Your application for Notice of Acceptance (NOA) oC: 1050" Perforated and Solid Aluminum Storm Panel under Chapter 8 of the Code of Miami-Dade governing the use of Alternate lvlaterials and Types of C"ol;Utlrli�,11 i c;c)))11,Icirly dr. ; :t:tit,c.:1! 121:1 eiU 11;1: :1)c;t:11 letup 2 I(:)lcic.(I li I,y 111r (\Ii;uni 1 ?;ul� County Building Code Compliance Office (I3CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any lime 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, il it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00- 0327.08 EXPIRES: 12/31/2004 Raul Rodrieuez Chief Product C011tfol Division I11 1$ TJ•I_1. C)V1OSi(EE'1, ADD1 ,IONAI., PAGES FOR SI'EC11.1C ANI) ()' 1 1� C( N DITIONS BUILDING CODE & 1'h )DUCT REVIEW COMMITTEE This application for Product' Approval has beer reviewed by the BCCO and approved by the I3uiidint: Code and Product Review•Committee to be used in Miami - Dade County, Florida under the conditions set forth above. 1'ItOI)l CU \'1'Itf)I. glvISIUN• )305) 375 -2902 FAN (3051372-03:0 Francisco J. Quintana, R.A. Director Miami - Dude County Building Code Compliance Office 1•1omcpagc: Incp;//www.buildingcodconlitic.cum. SafcEuard Hurricane Protection Systems ACCEPTANCE No. : 00- 0327.08 APPROVtD S(�I' — 7 2000 EXPIRES 12/31/2004 NOTICE OF ACCEPTANCE: STANDARb CONDITIONS 1 Renewal of tills Acceptance (approval) shall be considered after a renewal application has been filed and 6 original submitted documents, including test - supporting data, engineering documents, are no older than eigl (8). years. 2. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and th following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in th stew :if r. (Oncliticros of Ibis Acrcj t :uicr. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this produc and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance bolder has not complied with all the requirements of this acceptance, including th, correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initial!: submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall autornaticall: be cause for termination of Ibis Acceptance, unless prior written approval has been requested (through t h e filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for p urposes. sales, advertising or any othc 6. The Notice of Acceptance number preced by the words Miami -Dade County, Florida, and followed by th( expiration date may be displayed in adv iiisirrg literature. if any portion of the Notice of Acceptance i! displayed, them it shall be done in its entirE.. y. 7_ A copy of this Acceptance as well of ap; ; roved drawings and other documents, where it applies, shall be provided to the user by the manufacturer o , its distributors and shall be available for inspection at the job silt at all time. The engineer needs not reseal t- re copies. 8. Failure to comply with any section of '. its Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pag0 I, 2 and this last page 3. tND THIS . ACCEPTANCE • He1my P.E. - Product Control Examiner Product Control Division 3 of 3 Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buiding Inspection Request Data Time Type Insp'n � ()Cif Permit No. W Q2 \ Ll Name WOtC. Address (:) NE 4 U 1 For Inspector: 13-P `) I 1 I Name & Date Approved •( Correction Re- Insp'n Fee ❑ • • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • Fax: 30 Date — /j O, Job Address --cr Legal Description / O Q/ i S JU re-4k Tax Folio t Historically Designated: Yes No � ti ±i `' /Lessee/Tenet 7©4. ^ ° Master Permit # 1" ZC — tl.14 Ow 1,S ner's Address 20 AI r / phone ���5� 772 - '+~i)8 y19 V Contracting Co. / 776 L // REF/ -5/5 � Atrdress 3 3 /� t.J /� C✓� ualifier G4R 40,5 .5444 ie.74A.A /State # "f : Z. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one BUILDING) ELECTRICAL PLUMBING l MECHANICAL ROOFING WORK DESCRIPTION: -- J s7 Mit1 II 4 'Q) fl L. { Square Ft. / . S rT Estimated Cost (value) — ! / ©e;?- Off' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. gnatureTnerondo President vci0 m NOA @CtYd 3C-CC1 x� n � Municipal # v ( ? 1 Competency # '��� ' f r - Ins. Co. nature of Contractor or Ownc Phone ' °j • and 7 FEES: PERMIT 6 0, RADON C.C.F NOTARY BOND APPROVED: TOTAL DUE JUN 2 7 2003 • Zoning Building �/' `'' Electrical Mechanical Plumbing Structural Engineer MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date / •t Time i Type Insp'n .1■! �� . A ' , Permit No. / 2 Ike I . . N Address a Company ` ' 7 I' D Phone # - tfo, For Inspectorl 7,) Dame & Date Approved Correction ❑ Re- Insp'n Fee ❑ Address 2 0 Company - Phone # For Inspector: / Approved Correction Re-Insp'n Fee f` MIAMI SHORES VILLAGE BUILDING 305-795-204 Building Inspection Request Date Type Insp'n P,711 P emit ' No. 1) ) 6- 1 )6 'ID I ) kame & Date BT�O i•ZM Fi4NNLe fit SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Acceptance No.02- 0619.04 Date: - - - 23 -� S Building Department 1 B Municipality \O Ave . Address f \ 531s City State Zip Gentlemen: We are the Dade County Notice of Acceptance holder for 20 GA steel storm panels approved under #02- 0619.04 This letter Authorizes d approved under #02 0619.04 Name of Owner Job Address City Number of openings Square Feet o, Shb. ers rely, u idea , .: , . General Manager l'ot‘ .9V 4 41 . (AA) t 4 -- / to use our 20 GA storm panel Corporate Seal Required 7272 NW 25 Street Miami, Florida 33122 Tel (305) 994 -7884 Fax (305) 994 -7885 2012-GE C. L P 2 . BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) SHIELD SHUTTERS, INC. 7272 N.W. 25 Street Miami, Florida 33122 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: 0.036" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -355, titled " 20 gage Galvanized Steel Storm Panel ", sheets 1 through 8 of 8, including sheet 1A, total of 9 sheets, prepared by Tilteco, Inc., dated June 12, 2002, last revision #1 dated June 12, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 request of the Building Official. This NOA revises NOA # 00 1013.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0619.04 Expiration Date: 12/01/2005 Approval Date: 07/01/2002 Page 1