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80 NE 94 St (2)Phone # 8 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 6— 2 9 9 /(a For Inspectors 2 ) Name & Date Approved ❑ Correction Re- Insp'n Fee ❑ p � 4494 /21". ini3,45/y Approved ti Correction • Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 's 305- 795 -2204 Building inspection Request • Date n !) I 0_3 Time Type Insp'n .O.0 / P Permit No. ) (P Z O U / A. `\ Name/ z Address � .F; y_ CompanyC _ X C J Q N\ Phone # - 2 9 /6 # 3 For Inspector: 1 z�a3 3 Name & Date P 4494 /21/1t1 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 Contractor Local Phone: Parcel # 1132060130300 Signe NE 94 Building Permit WOLFE AUGUST ST Contractor's Address: 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 ermit Status: APPROVED Permit Expiration: 2/16 /2003 Construction Value: $2,175.00 Work: Repair and or replace 9 windows repairing 4 windows Page 1 of 1 tb t 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 is 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: lqv T � I . t s v s Ni q st PA's TO V��► 11 rQL THE ��(� `-' - `"L l ►� ►1 Washington Mutual Washington Mutual Bank, FA Miami Springs Financial Center 1756 4451 NW. 36th Street 1- 800.788.7000 j M ia ami , $prinngss, FLL . 33166 24 hour Customer Service MEMO LM tW 2 ^.Y I: 267084 L3 LI: 488483750 97 DATE o8 1$ 3, 8c 009? 63- 8413/2670 DOLLARS 8 ate, w CouVYARD" S 015T N - ELF -VATI OK ,Scale ='(4" = 1"-o" 8 94- • .. •• •• . •• .. . . . . • .• .• • ...... • .. • • • • • •••• • • • • • •••• • • • • • • • .. • • • • • • •••••••••••• • .. .. • . •• .. • • • ••••••• =iliMfMaltall111•1iIIIIRIIISi 111111111111•11•1a S111•INIO'M I■i ii MIEnwimplIIIN IXMWMEMIN lMj71.► SOUTH 1 LEVAT ,5ca I 14 I -0" 80 N)E t s • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• •• • ••• •• • • • •• •.• •• • • • • • • •• • • j3Arrcl. T'IG * • • • ••• •• (-Au-3 Mo is 0 0 \� \_ S `\ 1 {0C ( BarrQ I T/e 4...00X �St A Va SGAta 4 ::\_L_o " 80 NE 94 S + t0 • • .• • • • • ••• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • .•. • • • • • • • • • •••• • • •• • • •.•.• •••. • •. • • • • • ••• • • ••• • • •• •• • ••• .••• •••••.•• • • ••• GGOG as • • • • • •• • • • • • ••• •• RPL tZ AIM U 14- 0 2 MIN IM - IMP :sue- EMINVIIIMIOMIBmias1111, . -■ =Mr M - WEST-latEL ?rot✓« 8O X • • ••• • • • ••• •••• • • ••••• • • • • •••• • • ••••• • • • • • • • • • • ••••••• •••• • • • • • • • • •••• • • • • • • ••••• •••• • •• • • • • •••• • • ••• • • ••• •• • ••• • •• • • • •• • •• •• • • • • e • • • •• • • • •• • • • • • ••• •• ,S'ca 1 E 1 14 Sty cxD off 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, F133166 MIAMI -DADE 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 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 AI-IJ (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 the Notice Of 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 whit the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Contrpl Approved ",tinlcss otherwise noted herein. RENEWAL of this NOA shall be considered after a reni,,wal 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 expiation datc 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 shalli'automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for terminatiiin and removal of NOA. ADVERTISEMENT: The NOA, number preceded by t ie words Miami -Dade County, Florida, and followed by the expiration datc may be displayed in advertising litera ure. If any portion of thc NOA is displayed, then it shall be donc in its entirety. INSPECTION: A copy of this entire NOA shall be prov ded to the user by thc manufacturer or its distributors and shall be available for inspection at the job site at thc r`quest of the Building Official. This NOA renews and revises NOA # 99- 0712.05 and, c �nsists 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 i-- 2.000 --I MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, _ ._ _. __ _ cre ununnu nn n-,a_ 2 PROVAL FOR FASTENERS SIZES AND SPACING 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 MULLION AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH STEP 9 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 TYPICAL GLAZING PRODUCT _1 X 2 X 1/6' ALUM TUBE 2.000 3.000— 4, -- i X 3 X 1 /16 X 1/5" .ALUM TUBE 1 X 4 X 1/16 X 5/2' 1 ALU!1 TUBE L000 1 Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 16357 DEC 1 2 2001 . wA�? -i:• ' —.a >. " ..ai:.v ;;;L; _. 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, MR & WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT. TO EASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT 70 SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -75. BY • PRODUCT RENEWED ACCEPTANCE 01-121g• di Da1RATION DA - Y 2- °O7 PRODUCT CONTROL DIVISION BUI DINGCODECOMPLLANCEOFF= w 1- N 0 c V if b r. 0 e m 0 O 0 drawing no. j M9� —Ots� 2 sheet 1 of 3 I m r4• N W o MULLION LOAD CHART ♦LUS. TUBE ' -■■ fd � 6112 ■.■ B BB�61�88�88�88818881 ■■,.■■IIIIIIII' ■ ■ ■■■ ■ • ■■ILI■■•■•■■•• a m ••••••••11• I_ • • ■ •••••• ■ ■■. ••••• _- ■ ■■ ■■ 11■ 111111•11E 1111■ 111111111111111111 ■■ 11M111u ■► ■11■■ ■■ 11••1■■■ ■61•11■■• 5 1 ■ilili ■•■D ■ ■ ■■ 1\ ■ ■ ■11■ ■►-11111■ IMON ■■ ■■11■11\11 11■31•■■■■•1■■E■ `mo•••••■11..11 20 30 40 50 60 70 TRIBUTARY NIOTM - INCHES TRIBUTARY WIDTH = wY + W2 2 ANCHORS TYPE A.B. OR C r GLAZING PRODUCT GLAZING PRODUCT r GLAZING PRODUCT MUU.ION SPAN +.- -W- .:.F•.L. 1 :11.9.47r!T•ra.7r is«%, ,„+.�- • f a: = v�. .r,2�.3- v.d.ap ... .,,,•.. HORIZONTAL MULLION 60 ANCHORS A.B. OR C m N 1 ■" ■■■. 1 - -3- AUM. n" Il■■.■■■a alninillin.111111111111 MI MERU ■••••••••••••• •••■••U •11•• �1 ■. ■ ■, .1! 7:!ULI, • MI ME MIMI E 1„ ■ , —x_ -_ I•� \ \ ■ ■ \ •1 ■■ ■111∎•LI■■ u■ ••■\\11 •11■ ••11•► 11•1111\ ■•311Ma••■ \\ ■■ LIMMINI1■ ■ ■■ ■11■116111•.IN1111■• WAIN Mii•1EI11 \ ■\\■ ►■. \ ■/165i\'EM ■\ PA It 011M111111 1 Kw nsE • 1•1••C=,..:= NMI IHNIIIIINEE - ■1111 •1■E■•\ Iiva ■•■••■• 11 ■111••1111■ ■ ••■111■ 1 6 — \I ■►1\\•►•■10•■ •\ - q Nom • ►■11■\ ? LIMN ! . - NNW 11111110111•1111 M ■■►�■i■ ■■■■■ , ■.'••••••• o e ■\ \1■\ ■\\ ■ ■7• MI NINE ■\ \ \\ ■■ ■11!I11■II• ■■••111 A 1.\ ■\ ■11► •\► ■•• 20 30 40 52 LB 78 88 TRIBUTARY WIDTH - IAd7�S . In 20 MULLION LOAD CHART 6 -3 /E ANCHORS TYPE A RECT -4.8 TYPICAL MULLION ARRANGEMENTS ANCHOR LOAD CHART 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES HV.IION LOAD CHART MULLION LOAD CHART 20 38 d0 5B 60 78 AB TRIBUTARY' WIDTH - INCHES ('7 FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, ..trw.�L.}. :. .. 9...:...: .n..:b►,di,�:�JjrS+: •t =yi:? . %,r.. . 4:4Y„1:474X1. .t'+ {.'a,<:: .. 2'.4•,.1/8' ALUH. TLSE mummigun ••••■••••• inliummumnam ■■II.,•11115s•11■11■ 11.11 ■,11••\E ■ \ ■• 11•1111►\••■•• • ■I•U11•11E•\\• HIKE x\11 •• \� 1, ■■.11a "11 _ 91■113.11,. NINE \•■► \E •\1•1■11•1.1• ■11111311111►•■►M■ ■ONs■11•►11•1111■ ■■1111■►1111•■1111• INi► ■\•1111M1•■11 ANCHOR LOAD GI -TART 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE B RELT-8 m 1 CV a I I 1; %�! ■ ■ ■■ ■■■ ■■ N • 1 I9LllllIlIl N D. „ 1,".■■■■■■■ 1 ° , ILIA, ,,,,■ ■ ■ ■ ■ ■■ o Q • MallE�.. ■■ ■ ■■. m waviramommors ■■■ v m "a`rti►ll,.,11■ ■ ■■ H N MILIN,NIKE\\ ■ ■ ■■ \INAMINI\ ►` \N ■■ ■„`RI F,'.,,." 20 30 4I3 58 60 70 B0 TRIBUTARY WIDTH - INCHES Engr: DR. HUMAYOUN FAR000 STRUC7URES FLA. PE 0 16557 DEC 1 2 2001 MULLION LOAD CHART 2 ALUM. THEE 1„11 ■ ■■m 1y:m cu BMW 1101REME lam mons 1.",N■„ ■•11111111■11 \\1 •711111=1► ■ •111111■ 11■1111•1311113 ■111711 ■► ■• mo■►o■ . ■■►• 1 1 •■ m •∎111 ► ■■' ■\mu iiiim ■ \\ \11\1111• ■\ ■■►311 \ ■\11a\ ■ ■.- E■ ■1111•1•1►1E► ■E ■■■1111■■E1111u ■ ■■�IERMENE \�� w 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ■'W,",,,,■EWESINNI■ •11111"M-■-„■„■1111■ ■E LIMMII ,-..CEI,■ VI©IMI►\MNI•EIN MEIRLIMMUMMI inalinUMMUM ■_ ■IIIIMI _NIUMINS ■ ■ ■ ■N,ER„*f ■ ■ ■■ ■\Ra\\itim ■■ ■■■■o rma•m ■ ■ ■■ ■ ■■ \►: ANCHORS TYPE C 101=T-C g771 4111 20 30 40 00 60 TRIBUTARY WIDTH - PRODUCT RENEWED ACCEPTANCE NO. 01 EXPIRA710N DATETMA t1 L By -P cODUCTOCN!'ROL mow BUILDING CODE C0101.1ANCSOFFIcs 70 INCHES 90 1 , A L; 43 s m CO 0 0 C 0 N 0 U A b A , a ° drawing no. M95 -08A Z co Z 0 J TO s.+Y'r•T: , voters nv.∎Yrraiy.,...r... • .. • — r.s MUWON 2 X 2 X 1/8 ALUM ANGLE 2X2X1/8 ALUM ANGLE # 14 S.M.S. 2/ ANGLE LMUWON MUWON 2X2X 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 • 4 / 14 S.M.S. 2 / , ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 3/16 DIA. TAPCON 1 -1/2 MIN. EMBED 1/ ANGLE N 11l1•'.tintt1111t11■tt11 • 0 glo t In z 0 J J 2 W fD 1- z Z 0 E • o o g 0 V o O 5 <aI W N o • tn I ( om.. J W 2 1- co n• co i J N 0 ti. 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. .718 - }-.125 TYP. 1.6 1 25 L �3A00� — 1.141 -�{ MULLION CLIP (ALT. To ANGLES) THIS CLIP TO FLOAT INSIDE MUWON (NO SIDE FASTENERS RECD.) ANCHORS TYPE 'B' • • 4 • 43 / 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE I �fl11tt11t11tY. 1.500 0 • % T - •*�Mamm'w•n'a>drk"t ?'r ; . <h•,Y••+A' \•'•ti.•.' •••■••.r<> - Vag'u^ RYA•+' ^MT'nv..•�•�T^�+>R.�^n_ -•-. -�. - r`T'sw +... +.a - --- -- Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 DEC 1 2 2001 n MUWON - - -C--- I lt1111111Ltoummnu olatttm- 2 X 2 X 1/8' ALUM ANGLE # 14 3 / h:.: MUWON ANCHORS TYPE 'C' 2 X 2 X 1/8' ALUM ANGLE 3 -5/8' LONG WOOD BUCKS NOT BY TRACO SECURITY MUST SUSTAIN LOADS IMPOSED. PRODUCT RENEWED ACCEPTANCE 14o. O( -! S• I pa1RATION DA By PRODUCT CONTROL DI V ISION BUILDING CODs COMPLIANCE OFFICE :NOTCH t /ODD BUCK TO ACCEPODATE • CLIP ANC_= TO MASONRY •1/4' 0 TAPCON L - • 1 -1/4' 'MIN. EM.E=) . :2/ ANGLE • CONCRETE OR CONC. FILLED BLOCKS N a • s 1 drawing no. M95 -08A sheet 3 of 3 CONTRACTOR New Construction Name Address <o N) C 4 t K S Al I tt IAA; S k0/1) EL '53(38 Home Telephone •o S 7 S 6_ 3,699 License No. Business Telephone 30 S scc/7 — (O 4) it >(1 Address Alteration Interior Telephone Fax Qualifier Name , +t‘ ; 1 PROPERTY OWNER New Construction Name Av JS'1" T �,J (T ^ G � Address <o N) C 4 t K S Al I tt IAA; S k0/1) EL '53(38 Home Telephone •o S 7 S 6_ 3,699 Alteration Exterior Business Telephone 30 S scc/7 — (O 4) it >(1 Fax 3oc $vS`Za2e Alteration Interior TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION eo ki-C 91 Address Apt. (I — 3206 — 0 i. -O3oo Lot L i z f f RS t t /2 3 Block 3 Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information Job Address: Folio Number PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Zonin PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Master Permit No. Subsidiary Permit No. PERMIT APPLICATION (Y-U4 Skc,, . Pk_ 33138 City � Description of Work Rep Flr t r A'N d or IC n tp w '4 00,7 As L &tJ1: I PZ (( PEr A+kl+ -pl Square Feet Units Floors Value of Work Z 1 7 s, °0 Tax Assessed/Appraised Value Flood Zone Base Floor Elev. State Zip Linear Feet Bldg Value ENGINEER Name License No. Address Telephone Fax Page 2 1rsIPORTANT 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 Print Name Sworn to and subscribed before me this IC day of d v SEAL: OF MIAMI -DADE Personally known 1/ OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: MARGARITA GONZALEZ Notary Public - State of Florida *Commission Expires Feb 1, 2004 Commission # CC904197 Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION STATE OF FLORIDA, COUNTY OF MIAMI -DADE ELECTRICAL T1'1'P: Minimum Fee QTY. TUT Dryer QTY. TYPE: Outlet, Appliance (1'1'1'. T1'I'1•: Service Repair QTY. 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 Domestic Well Demolition Low -volt, Intercom/Teleph. Repair Circuits Drainfield, 4" Tile/Res. Dishwasher Low -volt, Television Service, Number of Amps Drains, Area MECHANICAL T1'l'I'. Minimum Fee QTY. TVI'1'. Condensate Drain QTY. 'I'1'i'1: Generator Q"I'V. T1'I'E Refrigeration, Tons QTV. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof Q'fV. '1'VI'E Miscellaneous Fixture Q'fV. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Water Closet Disposal Interceptor Roof Inlet 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 �C/ �. . Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (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 ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) ( x .6 1000 0) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ ISSUING OFFICIAL I REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL o (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com • MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Lumber Co. 2431 N.W. 20th St. Miami FL 33142 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION Yourap_plication_for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 1 518_O-ut- Swinginj Eighteen Liles Wood 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. 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 ode 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. Acceptance No.:98- 0922.01 Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:09 /20/02 - -, 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. Approved: 10 /14/98 -1- Internet mail address: postmaster @buildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 s anger, Director Building Code Compliance Dept. Metropolitan Dade County 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 Contractor Local Phone: Parcel # 1132060130300 Fees: Description E2002 -5231 Buildiers Bond Amount F =? 2002 -5232 CCF $300.00 E2002 -5277 Building Fee $1.20 Total Fees: $373.70 $72.50 Total Receipts: $0.00 Total Fees: $373.70 Permit Status: Approved Permit Expiration: 3/16/2003 Work: REPLACE 2 EXISITING FRENCH DOORS. SHUTTERS WILL BE REQUIRED PRIOR TO FINAL Construction Value: $1,900.00 INSP. VERIFY 2ND KITCHEN REMOVED. If there is no permit package accessible on the job -site for inspectors to verify, there will be no ins fee is $50.00, which must be paid in advance before calling for ��other inspection. inspections Re- inspection 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 al authorization. A further condition upon which this permit is granted is the underst ordinances and regulations pertaining to the work covered hereby whether showy by his agents, servants or employees. AUGUST T. WOLF M IAM , NE 33138 - 31 ' 26 FL E Signed: Signed: NE 94 (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. Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 1 & LOT 2 & E1/2 OF LOT 3 BLK 3 LOT Building Permit Permit Number: BP2002 -1612 WOLFE AUGUST ST Contractor's Address: PA1' TO I'I�F (kr f W W n hington Mut al P ( 51 NW 36th Street ancrat Ce" e, 1 � 'atro Sprrn ,111 .\1( i �_ .. &s r 331 1 -aop. a8.7000 Page 1 of 1 63-8413 4884 837506 'hp application herefor in strict compliance with all -' ^'av have been submitted to I 111 C) 4"q°2- 33.7 /ck.) f7 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 Dour 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 ' / %" thick; Top rails: 4 %2" min. face x 1 3 /4" thick. Bottom rails: 9 3 /8" min. face x 1 3/4" 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 %2" rails to stiles: with minimum two 5/8" diam. x 4 ' /8" long wood dowels, 2 3 /4" penetration into the rail. 2.3.4.2 At 6 V2" and 9 1 /8" rails to stile: with minimum three 5/8" diam. x 4'/8" long wood dowels, 2 3 /4" penetration into the rail. 2.3.4.3 Muntin bars or muntins: Are 1 3/4" face x 1 3 /4" thick wood Ovolo bar, mortised together. 2.3.4.4 Door leaf may be substituted with an approved eg4al, holding a current Miami -Dade County Product Control Notice of Acceptance. CC..e 4u D Manu Perez, P.E., Prod Control Examiner Produc Control Division OCT 1 4 1998 Florida Lumber Co. -2a- ACCEPTANCE No. : APPROVED EXPIRES Pr.• -et Control Division 98- 0922.01 OCT 1 4 1995 : September 20, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3.5 Astragal: J -R #300 Laminated (Tee) astragal with sleeves. Consists of a 1 %s" x 1 1/4" clear grade Douglas Fir moulding kerfed 1/8" x 5/16" for weatherstrip, attached to a 2 %2" 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 Vs" wide by 1 '/s" 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 corner 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:I Head Plate: -- Consists of a 3/8" thick x 5'Vs' wide, 3- ply BC trade plywoodplate attached to the head with glue and 3/4" staples at 1 '/s" from edge with remainder at 8 1/4" 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 1/4" wide x 1 3 /4" high threshold. Consisting of a 1 3 /4" x 3" Douglas Fir wood portion attached to a 2 '/2" 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: Qt Description 2.5.1 One A single strip of vinyl wrapped foam compression weather seal. J- shaped Q -Lon QDS -650 2.5.2 One "SiliconSeal" door gasket Pemko #S88 compression bulb. 1/2" wide x 1/4" thick, nominal 20 durometer, self- adhesive. Location Frame head, jambs, astragal and . threshold. Top outside edge of each door and outside vertical edge of active door. M. el Perez, P.E., Produ ontrol Examiner 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: Qtv. 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 #9x2' /2 "FHWS to the frame. 2.6.2 Four 4" x 4" x .085" thick plated steel (2 regular mortise hinges. _per 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 #9 x 2 'A" FHWS to the frame. 2.6.3 One Passage lock or key lock w /spring latch. Schlage Lock Co. Model #F l 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 'A" 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 2nd hinge: 31 1/4" from top of doors. 3rd hinge: 58 7 / from top of doors. (At each - Active and. Inactive leaf.) Manu Produc ET 1 15 : 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 1/4"" from top of doors. Bottom hinge: 84" 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 3 /4" from bottom of door. Inactive leaf: (astragal) one at top of door and o7 at bottom of door. Perez, P.E., Product tro1 Examiner ontrol Division Florida Lumber Co. 2.6.7 Two NOTICE OF ACCEPTANCE: flip -type actuator and attached with four #8 x 1" FHWS. 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. ACCEPTANCE No. : APPROVED EXPIRES : September 20, 2001 SPECIFIC CONDITIONS 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 'W' CP FHWS, at 6" from corners and max. 24" o.c. #9 x 2 %2" CP FHWS, one through each hinge. 4.1.3 Sill: 4.1.3.1 Attach wood portion to floor with: #10 x 2 %Z" CP FHWS, one at centerline, one at 12" to each side of centerline and -2c- 4/aip . oil 98- 0922.01 OCT 1 4 1998 Man -1 Perez, P.E., Product g io trol Examiner Product Control Division Florida Lumber Co. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 %" CP FHWS, one at 4 %2" from each side of centerline. 4.2 Limit shim space to a maximum of % ". 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. 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. • 6. BUILDING PERMIT REQUIREMENTS_ ACCEPTANCE No.: 98- 0922.01 APPROVED . OCT 1 4 1988 EXPIRES : September 20, 2001 logo, city, state and located in a visible issued by FBMA with - 6.I - Application - for building permit shat fielaccompanied by cop ies 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. - Manu: Perez, P.E., Productltrol Examiner Produ ontrol Division Design Pressure Rating (Positive) +48.3 PSF Design Pressure Rating (Negative) I -59.9 PSF Florida Lumber Co. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TYPICAL ELEVATION: Max width of each door leaf 36" Max door leaf height 96" ACCEPTANCE No.: 98- 0922.01 APPROVED Del 1 4 1998 EXPIRES : September 20, 2001 -2e- 75" Cu /.0 Manuel 'e - , P.E., Product of Examiner Product Control Division Florida Lumber Co. ACCEPTANCE No.: 98- 0922.01 Models Included: 1612 • 2132 APPROVED OCT 1 4 t996 EXPIRES : September 20, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1616 2005 1610 2020 - 2f - 1615 2035 2039 2045 Tudor 4040 Tudor 11 4041 Manuel 'erez, P.E., Product o trol Examiner Product Control Division Florida Lumber Co. 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. 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 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 f-d-ing_of.a_r-evision- 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 tls last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No.: 98- 0922.01 APPROVED OCT I 4 1995 EXPIRES : September 20, 2001 Manue • erez, P.E., Product Product ontrol Division of Examiner - v11116.21] &WIND • • • Pntains cce ' • Expires 12/02/2002 - • •• ; • • Contains Acceptance No. 99-100791' Eipires1,/17/2903 "r ,) ■ s;.•••• r •rf ,-;,•••• ;11' , ." . . . , . `,‘ . 1/4#-. '. , , , , ' , • „! • s • ;" 7 'It.• .1 f MIAMI.ODE The expense, of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 1003.0 EXPIRES: 12/02/2002 PRODUCT CONTROL NOTICE OF ACCEPTAN .Jcld -Wen, Inc . 3250 Lakeport Drive Klamath Falls ,OR 97601 APPROVED: 01/11/2001 ,NlIA(tiIt -DADE COUNTY. FLORIDA NIETRO =DADS FLAGLER BUILDING BUILDING CODE CO:\II'LIA\CE OFFICE JIFiTRO- I)ADli F't.: \(i1.tiR BUILDING 1411 WEST FL:\(il. lilt STREET. s ;i i'!: IN)) \II: \NII. FLORIDA 33130.1563 (3051375 - 901 .FA \ (3(15) 375 -2103 c o.•rRAc LICENSING sEcrtox • (304) 373.2527 FAX (303) 373.255X CO..TR, (I O l sFO(tc.:l:I1•:'T DIVISION (305) 375 -2966 FAX 1305) 375.290 I'uuut :Cr CONTROL utvISIO' (305) 375 - FAX (305) 37_•4330 Your application for Notice of Acceptance (NOA) of: Series "DoorCraft® Steel" Outswing Opaque W/E Residential insulated Steel Double Doors - impact. under Chapter 8 of the Code of Miami-Dade County.:overning the use of Alternate ivlaterials and•Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein.. This NOA shall not be valid after the expiration date stated below. 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 ormaterial fails to perform in the approved manner, BCCO may revoke. modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul 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. Francisco J. Quintana..R.A. • Director \liami -Dash County • • Building Code Compliance Office 1\s045000I\pc200011cemp (aces \nonce acceptance cover page.doc • Internet moil address: postmasters :buildingcudconline.rom 1 5, F1omepage: 1( ttp : / /w•ww.buildingcudeonline.cum Je Id-Wen Inc. ACCEPTANCE No.: 00-1003.04 APPROVED 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. 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. JAN 1 12001 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. 9. This Notice of Acceptance consists of.pages 1, 2 and this last page 3. Manuel Perez, P.E. Product Co trot Examiner Product Control Division .1eld -Wen Inc. ACCEPTANCE No.: 00- 1003.04 APPROVED JAN 12001 EXPIRES : December 02, 2002 NOTICE OF ACCEPTANCE: SPECIFIC COND[TIONS . 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 In 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,tosingle unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described lathe 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 PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Noticeof Acceptance s 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 theBuilding Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manuel,erez, P.E. Product C Product -Control Division 1 Examiner DESIGN PRESSURE RATING ,\\\ \ \\ \ /POSITIVE TABLE OF CONTENTS SHEET d 0. A. MAX. FRAME HEIGHT 97 -3/8" DESCRIPTION 1 COMMON (GENERAL NOTES TYPICAL ELEVATION) 2 -I DOUBLE 6'8' WOOD FRAME (ANCHORS, ELEVATION) 3 DOUBLE 8'0' WCOD FRAME (ANCHORS, ELEVATION) 4 DOUBLE DOOR HORIZONTAL CROSS SECTIONS 5 { DOUBLE DOOR VERT: CROSS SECTIONS (BILL OF 1. 6 I COMMON (00011 MODELS LOCI( DETAILS) I , - I DESIGN PRESSURE RATING ,\\\ \ \\ \ /POSITIVE W HERE wArtO ununalCN REy REaDSfNr 5 NE MO WHERE WATER T$1LTRA11CN REOIARf?1EYt 5 MOT SEEDED 0. A. MAX. FRAME HEIGHT 97 -3/8" ■ 0. A. MAX. FRAME HEIGHT 81 -3/8" •F 48.0 pot NEGATIVE - 51.0 p•r - 51.0. pot 1 DESIGN PRESSURE RATING ,\\\ \ \\ \ /POSITIVE W HERE wArtO ununalCN REy REaDSfNr 5 NE MO WHERE WATER T$1LTRA11CN REOIARf?1EYt 5 MOT SEEDED ■ 0. A. MAX. FRAME HEIGHT 81 -3/8" •F 48.0 pot NEGATIVE - 51.0 p•r - 51.0. pot DESIGN PRESSURE RATING ,\\\ \ \\ \ /POSITIVE W HERE wArtO ununalCN REy REaDSfNr 5 NE MO WHERE WATER T$1LTRA11CN REOIARf?1EYt 5 MOT SEEDED -w 48.0 Pse •F 48.0 pot NEGATIVE - 51.0 p•r - 51.0. pot DoorCraft Steel OUTSWING OPAQUE E 000R - WOOD EDGE INSULATED STEa DOOR NRH WOOD FRAMES GENERAL 1. .THIS PRODUCT LS OESIGNED TO MEET THE SOUTH _ FLORIDA BUILDING CODE 1994 EDITION FOR MAW -CARE COUNTY. 2. w000 BUCKS BY OTHERS. MUST 'E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL. USTED AS' SPACED AS SHOWN CA DETAILS. ANcHOR EUBEOUENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. IMPACT RESISTANT SHUTTERS NOT RECUIR ED. 5. DESIGN PRESSURE RATING' SHALL BE AS FOLLOWS: - FOR 6'8' 11000 FRAMES; SEE TABLE THIS SHEET - FOR 8'0' W000 FRAMES: SEE TABLE 11115 SHEET - 6. ALL DIMENSIONS ARE GIVEN IN INCHES UNLESS OTHERWISE SHOWN. - OUTSWING INSULATED STEEL DOOR (Common to oil frcme conditions) Door 1 eof Construction• Face sheets 24 ga. (0.020) minimum thickness. Galvanized steel A -525 commercial quality - AKOO per ASTM 620 with yield strength Fy(min.) =24,6C0 psi. Core design: Expended polystyrene with 1.0 to 1.25 lbs. density. Construction: steel face sheets glued to expanded polystyrene (EPS). with woad rails end Laminated Veneered' Lumber stiles and a wo lock block reinforcement - O.A. MAX. FRAME WIDTH - 74 -1/2'- 6' -8" HEIGHT COLONIAL - 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) OA 'MAX. FRAME WIDTH 7 - 1/2' 8' —O" HEIGHT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 00/ BY t/�Lr oNTROL Om B ' CODE COMPUANCE OFFICE ACCEPTANCE NO. CO /0 U 0 0 0 0. LICOZ a vow O WO zN3 yWz 1- 05o (no z m In z 0 !n ce O_ 0 0 DATE: 9/25/00 sc &Er W.T.S. DWG. Fro TJH D7af, er. RW DRAWING NO.: DC9921 SHEET 1 of 6 Moon Tnkal Opposite Jamb 14', TYP. 1 14 TYP. 14 TYP. 14 TYP. 14' TYP. _L_ �N 1' 12 , 2' 1 I t Y—= AX. MAX_ MAX. 1 1 i 1 1 12' 1 12- MAX MAX. ' 6 ANCHOR OR 6 L LOCATIONS • 1 � 2 11 142 AX 6'8" 6 PANEL DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY OF VIEW) APPROVED AS COMPLYING WITH THE SOUTH FLORICA BUILDING CODE • T D1 EPROD 2oc O T HTROI DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 * /003. 0 a W tai 0 0 VS O Z(A3 W 050 fA O Q 2 0 w 0 0 z to 0 O �BUIIDING CONSULTANTS, INC 1313.664.3631 GTE: 9/25/00 sou: N. T.S. CNC. BY: TJH CHIP. Br: RW ORAwwG NO: DC9921 sNttr 2 or 6 17.25' TY? 17' .TYP. 17' TYP. 11 17' TYP. 17' TYP. . . I Anthers TypicI Opposite Jcmb — 6 C L —12 1 2"—.- -..--12" 12"—•-• 6" ...--- MAX. 6 . 6" ...-- MAX. 1 MAX. —0- 6" (DORE) 1 MAX "A 1 1 - , 1 .4) ,?; 7 --1 5. - 12' MAX. I • ANCHOR LOCATIONS 0 \ • 8'0" 6 PANEL .DOOR VIEWED FROM EXTERIOR (SHOWN FOR CLARITY CF. VIEW) APPROVED AS COMPLYING MATH THE SOUTH FL. DA BUILDING CODE CATE / 200/ EY — PROD• grRoL omsiot amain CODE COMPLIANCE OFFICE ACCEPTANCE NO. eV / 0 4 - ' 1.t.1 bJ 0 0 . 1 1 —10 41 0 0 s y 1- 1:t n 0 5 0 o 0 0 U)0 o. co o z 0 DATE. 9/25/00 9/25/00 SCALE N.T.S owc. ey T./H cm RW- DRAWING NO.: DC9921 SNIXT 3 or 6 EXTERIOR 1-1/4' (lYP. INSTALLATION IN 0 2X WOOD BUCK) 1.15' MIN. EMS. 0 36.0" MAX: WIDTH ACTIVE PANEL 0. A. MAX. FRAME WIDTH • 74." INTERIOR HORIZONTAL CROSS SECTION . NOTE: . 6'8 AND 8'0 ASTRAGAL #9 X 1" P -FH WS MAX. 13" ON CENTER INACTIVE PANEL W/ ASTRAGAL 36.75" MAX. WIDTH W /ASTRAGAL rTYP. INSTALLATION THRU 2X W00 HOCK INTO MASONRY) APPROVED AS COMPLYNtG wiTH THE SOUTH FLORIDA BUILDING CODE OA c 200 BY ie/J /. _ _ PROW TC. 77ROLDIVISION • BUILDI CODE COMPLUNCEOFFICE ACCEPTANCE NO. Z I0 - / $ Z CM 0)^ rn co CU Q o CC i n Z3° W O n 0 - O N . uJ — - C Q Q S o W 0 0 a w 0 v V vv BUILDING CONSULTANTS,- iNC 813.684.3831 ale 9/25/00 SCAB: N.T.S. oxc, er: TJH 77ot Sri RV? DRAWING NO.: DC9921 SHOT 4 or 6 ITEM DESCRIPTION 1 N/A - 2 Hinge jamb (1 -1/4" x 4 -1/2' Wood Jamb) — PINE 3 Head jamb ( 1 -1/4" x 4 -1/2" Wood Jamb) — PINE 4 4" x 4 butt hinges 12ga:(.097') C.R. STEEL 5 N/A 6 9 X 1" PFH wood screw (hinge to frame) 7 8 x 3" PFH wood screw 8 10 x 2' PFH wood screw 9 1/4" tapcon (1 -1/4" into mcsonry) ITW BUILDEX TAPCON 1NOA (f 96- 1226.03) or ELCO TAPCON (NOA ( 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 ODS 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 Top Roil (wood 1.67" x 1,0421 19 Bottom Rail (wood 1.067" x 1.0651 20 Side Stile (wood 1,067" x 1.042" laminflted veneer lumber) 21 Wood lock reinforcement (1.67" x 2.75 x 4.75 "1 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 # 200 28 Kwikset titan deodbolt # 600 29 ,series #8 X 1 -1/2 PFH WS 30 Masonry wall _ 31 2x wood buck 32 Expanded Polystyrene (1.0 .to 1.25 Ib. Density) • DYLITE MFG. BY JELD —WEN 33 1/4" max. shim space 34 Wood lock reinforcement (1.67" x 2.75" -x 11.8751 33 1.75' WCCO CR M■SCNRY SUBSTRATE (TYPICAL) — 4D E C R 4 9/16' 1 N T E 0 R 1.15' rein. 9m13. ` #8 PFH WS IN WOOD SUBSTRATE(MIN. 1.15' EMe.) • _ _ TAPCCN TYPE ANCHOR FOR MASONRY SUBSTRATE(MIN. 1.25" EMB.) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE , DATE 4. ' l ZOO/ BY � PRO•'•. •NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO GAO - /009.O cc C) 01 a1' Z :O W — 3 0 n -, J tar 0< 0 0 Q 0 Ft `` c1 ( 0 1-W o O =O o v 1 O n. ? a O Z 0 O N cc z GATE: 9/25/00 SFALL N. T.S. owe. BY: TJH CNN. er: RW DRAWING NO.: 0C992 SHEET 5 or 6 _ NOTE 1. s'a DOOR LATCH LOCATED AT 36.0" FROM BOTTOM OF PANEL 2. 6' B DOOR DEADBOLT LOCATED AT 41.5 FROM BOTTOM OF PANEL 3. 80 DOOR LATCH LOCATED AT 36.0 FROM BOTTOM OF PANEL A. 80 DOOR DEADBOLT LOCATED AT 48.0 FROM BOTTOM OF PANEL g PAL PANEL VOIR 36.0 EU on 1 000R MODELS (FLUSH and • EMBOSSED) • 151 *G. APPROVED AS CCMPLVIHG WITH THE SOUTH FLORIDA BUILDING CODE ZOO/ DA Irf 4Iltu . . , FErm Tr.NrROL DIVISION Moto= CODE COMPUAUCE OFFICE ACCEPTANCE NO eV /1:203- 0 o. .0 CC 0 0 0 z C/1 z 0 BUILDING CONSULTAWS„ INC 813.684.3831 mue 9/25/00 SCAM N.T.S. owe. TJH cm Fro RW DRAWING NCL: OC9921 • siozr 6 or 6 MIAMI DADS MIAMI -DADE COU`TY. FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Jcld -Wen, Inc 31725 Highway 97 N. Chiloquin CONTRACTOR ENFORCEMENT SECTION (305) 375 -296o FAX (3051 375.2945 PRODCCT CONTROL DIVISION (305) 375 -:902 FAX (305) 37:.6339 Your application for Product Approval of: DoorCraft "Gladiator" 4 "Ester} „Saver" O/S Glazed IV /E Residential.l,ls,Sreel Door under Chapter 8 of the Code of Miami -Dade County .governing the use of Alternate Materials and Types of Construction, and completely described herein,,,has been recommended for acceptance by the Miami -Dade - County Building, Code Compliance Office (BCCO) under_the conditions specified herein. This approval shall not be valid after the expiration date stated below. RCCO reserves the riat to secure this product or material.at anytime from a jobsite or manufacturer's plant fur quality control testin2. 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. I3CCO reserves the right to revoke this approval,. if it is determined I3CCO that this product or material fails to meet the requirements of the South Florida Buildinu Code. The expense of such testing will be incurred by the, manufacturer. Acceptance No.:99- 1007.01- Expires:07 /17/2003 'OR 97624 i I 013 Approved: 07 /17/2000 Internet mail address: postmaster ©huildingcodeonline.com r BUILDING CODE COMPLIANCE OFFICE - NIETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. St,ITE 1603 MIIAMMI.'FLORIDA 33130 -1563 (305) 375. FAX (305) 375.2905 CONTRACTOR LICENSING SECTION (305) 375.2527 rAX 13051 375.1 Raul Rodriguez Chief Product Control Division TI-IIS.IS THE COVERSHEET; SEE ADDITIONAL PAGES FOR SPECIFIC ANI) GENERAL CONDITIONS. BUILDING CODE & PRODUCT REVIEWV COIMIITTEE 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. 7 Nuinepage: http : / /www..huildingcodeonline.com • •rancisc;o . Quintana. R.A. Director (Miami -Dade Cotu3ty 130ild1n�g.Code Compliance Office .Ield -Wen, Inc. ACCEPTANCE No.: 99- 1007.01 APPROVED JUL 1 7 2000 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 value's 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 Ploduct 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 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 pernlit shall be accompanied by copies bf 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 ordcr to properly evaluate the installation of this system. JUL U L 1 7 2003 • Manue Perez, P.E. Product ' trol Examiner Produc ontrol Division 2 of • . Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acecptance'(approyal) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc 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 documentatioq initially submitted is no longer practicing the engineering profession. �. Any revision or change the materials, use, andlor.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, and followed by the expiration•date may be displayed in advertising literature, If any portion oldie 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. 3. Failure to comply with any seetion of - tills :\cceptance.shall be cause for termination and removal of .Acceptance. • . . This Notice of Acceptance consists of pages'', 2 and this last page 3. ACCEPTANCE No.: 99- 1007.01 APPROVED JUL 1 7 2000 EXPIRES ; JUL 1 7 2003 Manuel erez P.C. Product Ccltr I Examiner Product Control Division END OF TIIIS ACCEPTANCE •3 of 3' TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 1 VERTICAL CROSS SECTIONS 3 HOIZONTAL CROSS SECTIONS 1/3, 2.3 & 3/3 4 HOIZONTAL CROSS SECTIONS 1/4, 2/4 & 3/4 5 ANCHORING LOCATIONS fi ANCHORING LOCATIONS & DOOR MODELS 7 BILL OF MATERIALS & GLAZING DETAILS DESIGN PRESSURE RATING 1 � /, REQUIREMENT IS NEEDED POSITIVE + 50.0 PSF NEGATIVE - 46.0 PSF 105.25" MAX. OVERALL WIDTH 15.5" 21.8175" 14" MAX. 1lEt FRAME MAX. D.LO. PANEL WIDTH I u� • 8' -8' = 81.25' MAX. OVERALL HEIGHT I � . / / • / �f o 1 JC GLADIATOR aryl ENEFIGY SAVER OUTSWING WOODEDGE STEa DOOR WITH WOOD FRAMES GENERAL NOTES I. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH 'FLORIDA BUILDING CODE 1994 EDTRON FOR MIAMI -DAOE COUNTY. 2. WOOD 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 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS REQUIRED. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: -SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDEUTES 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) DOO[J_eaf Construction: face sheets: 24 ga. (0.021') minimum thickness, 25 go. 0.018) minimum thickness, galvanized steel A-.525 commercial quality - AKDQ per ASTM 620 with yield strength Fy(ave.)= 24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density. ronstruction• Steel fcce sheets glued to expended polystyrene (EPS), with wood rails and laminated veneerd lumber Ales and o wood lock block reinforcement. Frame Construction: The head jambs and side jambs finger jointed pine measuring 4.5625" x - 1.25'. The heed and side jambs are mortised, butted and joined using (3) 7/8" x 2" wire staples. The threshold used is an aluminum outswing bumpface measuring 4.625' 1". 74.5" MAX. OVERALL WIDTH 36.75" MAX. PANEL WIDTH W /ASTRAGAL l DOUBT F DOOR Ff FVATION R 10 10 WIDTH / / b 0 Q JP. 36" MAX. PANEL 68.5" MAX. OVERALL WIDTH SINGLE DOOR W /SIOELITES ELEVATION MAX. 37.5" WIDTH MAX. OVERALL WIDTH 1 / / 0 0 1 DOUR( F 000Fyl /SI09 ITFS FVATION SINGLE DOOR ELEVATION GI A7Ff) DOOR SHOWN FOR CI,ARITY OF VIEW MEWED INTRIOR) 6" MAX. D.L.O. 19.625' MAX. D.L.O. APPROVE:O PS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE on - . BY PRCDU i3O ;aB7! OATS Oa 3UIL01L., CJ E CC:.6'tN: s OriICE ncti.r.set . 1 0 0 . 7.0-1 0 0 a O~' o o z u( DI V 0 V7 Roo 0 o z O 0 0 to 0 z N co 0 in co BUILDING CONSULTANTS. INC, 813.684.3831 CAE: 12/01/99 SCALE: N.T.S. Dec. BY: TJH 04G Mt RW DRAWING NO: 5 -2004 :moor 1 or 7 9.75 MAX. PANEL HEIGHT FIXED .EXTFR/OR •7 .020" MIN. SKIN .75 GLASS THK. OPERABLE SEE NOTE 2 SHT. 7 itECEaLag 1.75 MAX. PANEL THK. z ' .5" MIN.. GLASS THK. .020 MIN. VERTICAL CROSS—SECTION SEE NOTE 11 SHT. 7 SKIN THK. P cO i .5" MAX. GLASS THK. ItMELIOB' I ' SEE NOTE . SHT. Z '21 .020 MIN. . SKIN . o 1.75" MAX. 1.`, :2 L PANEL. THK. 0 0 of= oz cto !Lc; z-.4 (nalz Eoc. c23z 8 0-c 3m. og 0 o_ okz, co co cti I0 in" RW BUILDINO CONSULTANTS, INC. 813.684.3831 VERTICAL CROSS—SECTION APPROVED AS COMPLYING WI'Di THE SC.N.e.1/2 = SOURI FLORIDA BUILDING CODE 0o " 1 an: 12/01/99 owa. w TJH BY IL RW PR. CT COUTROL DFASION ORNNOIG NO.: BUILDINCIZE COL1PLIANCF OFFICE 021 S-2004 _ AccomscL nO. 41 ow _2_ � • INACTIVE SEE 1 1 SHT. 7 .25' MAX. SHIM SEE NOTE II SHt 3 0 ,„.:,,, ,-- ","„"",""""" ir , A .,,, L ibit z O 2 g BQ IZONTAL CROSS SECTION AT ASTRAGAL. TYP, .15' MIN. COUNTERSINK t: 5' MIN. 0.49. W • CL g a ACTIVE SEE NOTE #2 SHT. 7 CD 3 HQR/7ONTAI CROSS SECTION AT LATCIt JAMB TO BUCK. TYP, INTERIOR NOTES: 1. SPACING FOR i18A 1" 2 1/2" 4`,. 5 THE BOTTOM UP 1S 2. ATTACH THE STRIKE ASTRAGAL USING A SEE NOTE t SHT. 7 I r a CL r kl i d F'1 riaL IS AS FOLLOWS: FROM TOP DOWN 1/2 ; 13'; 18" & 26' SPACING FROM THE SAME. PLATE AND THE OEAOBOLT PLATE TO' THE x 2' LG. PHILLIPS FLATHEAD SCREW. .15' MIN. COUNTERSINK 1. 5' MIN. EMB. .25' MAX. SHIM THK. HORI7ONTAL CROSS SFTTION • AT HINGE JAMB TO BUCK. TYP JEW-WEN, INC. 31725 HIGHWAY 97 NORTH CHILOOUIN, OR. 97624 PH. 541.783.2057 NO 6/29/00 DATE GENERAL REVISION TJH BY REVISIONS PRODUCT: OoorCro;t Steel OUTSWING WOODEDGE DOOR DOUBLE de SINGEL UNIT PART OR ASSEMBLY; HORIZONTAL . 2/3 de .3/3 5w autibuto CONSULTANTS. INC. 813.684.3831 APPROVED AS COMPLYING WITH TILE SOUTH ORI. BUILDING COOE OA Le, PROCJC •••. �n CI MPt S 0l O dU:Lr.Y.0 CODE �c � ,E Tfl cJ :cC PI.:►C So 7f— G / 107. u3 it 12/01/99 SCAM 1/2" = 1' Mc. er: TJH am. er RW CNAWNC NO.: S -2004 suer .3 or 7 1.15" MIN. EMB. EXTERIOR .25" MAX. SHIM THK. .15" MIN. r COUNTERSINK - i SEE NOTE f 1• SHT. 4 X Y Z • a 03 4 HORI7ONTAI CROSS SFCTION AT SIDFI ITF TO HINGE JAMB. TYP. 15" M N. COUNTERSINK EXTERIOR SEE NOTE 11 SHT. 7 01 4 HORIZONTAL CROSS SECTION AT SIDFIITF TO BUCK. TYP SEE NOTE 11 SHT. 4 EXTERIOR SEE NOTE 11SH7.7 SEE NOTE {1 SHT. 4 L .15" MIN. COUNTERSINK SEE NOTE 11 SHT. 7 NOTES: 1. SPACING FOR ITEM 133, WHEN USED TO ATTACH THE SIDELITE TO THE SIDELITE .IAMB IS. AS FOLLOWS; FROM THE TOP DOWN 6" do 30 ". THE SPACING FROM THE BOTTOM UP IS THE SAME. HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB TYP, JELD -WEN, INC. 31725 HIGHWAY 97 NORM CHILOQUIN, OR. 97624 PH. 541.783.2057 NO 6 DATE GENERAL REVISION TJH BY REVISIONS PRODUCT: Doo,Croft Steel OUTSWING WOODEDGE DOOR • DOUBLE & SINGEL UNIT PART OR ASSEMBLY_ HORIZONTAL CROSSEPTIONS 1/4, 2/4 & .3/4 BUILDING CONSULTANTS, INC. 813.684.3831 APPROVED AS COMPLYING MATH THE SOUTH f OHI+• BUI1DING.000E OU PLU;e,; •+NICOL DIVISION ::D Jj f� ..c':: CODE 9M' 9 PU S on4 ..[J J •CCtiTA::CT N0. DM 12/01/99 swF1 /2" = 1" OWC. Br: TJH 02. B, RW ' DRAVA= - NW S -2004 sNCCT 4 or 7 u'i I-6- 6 --1 L J f : SINGI E DOOR ANCHORING f OCATIONS - SEE DETAIL 'G" DETAIL -F' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. A 4 4 II I[1 1 0 5 TYP. 11 O 1 1'" 1 1 1 1 1 T TYP. O T 1 4" DETA! "G" HINGE DETAIL 6' 6 ' 3" 3" 3' 6' DOUBLE DOOR W /SIDELTTES ANCHORING LOCATIONS 4` APPROVED AS CDIAPLTING WITH THE SOUTH FLORIDA aUILDIAG CODE eT_ HAMS Di IS:CII .f..C:Pf':1:L 741 q D 0 0 z z 0 y ✓ BUILDING C ONSULTANTS. INC 511684.3831 OATS: 12/01/99 saLlr N.T.S. wa Br: TJH 01eY: RW CRAVING No.: s -2004 situ or 1 A 0 SEE DETAIL "C" SHEET 5 11 1 1 1 1 — 11 5 TYP.. --0 Q-- 1 =Tr' 1 1l1 1 —11 SEE DETAIL -- SHEET 5 DOUBLE DOOR ANCHORING I )CATIONS 36.0' MAX. PANEL WIDTH IFs�Si . IFS �e� { c_7 c 0 a 0 v .Gb GI Ann DOOR MOOR 5 0 0 1 U W 2 W 2 a a co 0 4 -- 15.25" MAX. PANEL WIDTH 1 6` 1-- 6 1 —0 6 "-1 0-- SINGLE D00R W /SIDELTIESANCHORING LAYOUT 81.11CDING CGNSULTMFIS.. INC 813.6643831 *m 12/01/99 sc N.F 5 APPAOtE6- Ai COfdowwING vim THC SWTl4 mum 9UULDIn* CODE . ,_ . f o aft ers PS erti- w 261 911^ -4f/ ` �+� duwrrG at aggt,4,1 e y. hi E LlrFicf 5 -2004 fi44 .L tMi - �n : o 1 or Gra rf/t 4.TJH .4. J EXTERIOR_ 1NTFRIOR .5' GLASS BITE SEE NOTE 11 GLAZING DETAIL EVIL I ITF k SIDFI 1TF .25' SILEL SPACER • GLAZING DETML VFNT UTF ? .125' INSULATED rn TEMPERED GLASS - ' cs v .25' AIR SPACE .125' INSULATED TEMPERED GLASS .125' INSULATED TEMPERED GLASS .5' AIR SPACE .125' INSULATED TEMPERED LASS Item, 1- 2 .. 3 4 5 6 7 7A 7E1 9. TD 1.1 12' 13• 14 15 16 17 18 18A 19 20 21 22 23 24 25 26 27 28 29 30 31 32 DESCRIPTION' HINGE JAMS ( 1 1/4' x 4 11121 HEAD JAMB (1 t/4' x 4 T 2 4' x 4" BUTT HINGE 12GA. (.097` MIN) 4 x I' F11 FtATMM 8000 SCREW (HaIGE TO FAME) 18 x 2 1/2 PHILLIPS FLATHEAD WOOD SCREW 110 X 2' PHAU/PS FLATHEAD 74W0 SCREW (1ataE rn BOX 1/4" TAPCON x 2 1/8' FOR DOORS & 2 1/2' FOR SJOEUTt FTNP BUILDER TAPCON OA 1 96- 1226:03) OR ELCO TAPCON (NOA 9 7- 0731.15) BUMPER' THRESHOLD- 1 1/4-"x4- 5/8x5/8" ) COMPRESSION WEATHERSTRIP Q-LON ODS -650 'EXTRUDED ASTRAGAL (IMPERIAL [ANH) 19 x 1" PHILLIPS FLATHEAD WOOD SCREW FACE' SHEET 24GA., (GALVANIZED .021' MIN.) FACE SHEET 25ZA. !GALVANIZED .01$' MIN.) TOP RAIL (1.67 x 1.042') BOTTOM RAIL (1.67" x 1.065') SIDE STILE (1.067' 1.0651 ASTRAGAL THROW BOLT 0.31' x T9.25 L 1<8 x 1/2' L. TYPE AB' PANHEAD SMS ASTRAGAL REINFORCEMENT PLATE LOCATED TOP & BOTTOM OF ASTRAGAL. ATTACHED/W 8 -16 X 1' PHILLIPS FLATHEAD W000 SCREW - KWIKSET TITAN SERIES LOCK KWIKSET TITAN SERIES DEADBOLT LATCH SCREWS (SEE LOCK INSTRUCTIONS) MASONRY WALL 2x WOOD BUCK DYLITE EXPANDED POLYSTYRENE (1.0 TO 1.25 IbR /at, ft. MIN. DENSITY) 1/4' MAX. SHIMS WOOD LOCK REINFORCEMENT FULL LITE & SIDEUTE FRAME 001_ POLY PROPOLENE 1/2' OVERALL INSULATED TEMPERED GLASS LATCH JAMB 11 1/4' x 4 1/12') 18 x 1 1/2 TEK SCREW (LITE FRAME) VENT UTE FRAME ODL POLYPROPYLENE 3/4' OVERALL INSULATED TENPFAID CUSS (vim UTE PANELS) 18 x 2 PHILLIPS- FLATHEAD WOOD SCREW 34 BLANK JAMB.(1 1/4' x 4 1/12') ' Material . W000 WQ9n STEEL DEL STEEL STEEL STEEL STEEL ALUMINUM ALUMINUM STEEL G LV. STEEL WOOD W000 WOOD - STEEL STEEL WOOD STEEL CONC. WOOD WOOD WOOD GLASS WOOD SIetL GLASS STEEL .WOOD NOTES: 1. SPACING FOR ITEM 130 (18 x 1 1/2" TEK SCREW) IS AS FOLLOWS FOR SIDELITES & FULL UTES: TOP & BOTTOM; SIDEUTE (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', /3.75; 26.5 "; 39.375; , 52.0' AND 62.625'. - . 2. SPACING FOR ITEM 130 (18 x 1 1/2' TEK SCREW) IS 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`- APPRO'1F9 AS co tTING WUTI3 TN1 SOUTH +• IU,F BIIaIHNG COOS O4T ..y . 00 9t _ v aRcf mv!so; ACC i PPJC I E 110. 4J�c .CCPU11E o2 ctz ° ova tnW - coo c23z o `t a �r1° re o CI ` w aQ WILDING CONSULTANTS, MC., _1311684,3821_ nue 12/01/99 SOLE N.T.S. Errs ttr TJH OM re RW 0 rn Sc Z 0 tn o re MMHG N44 $ -2004 - SKEr 7 . M`7 • • MIAMI'DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) 411ODUCT CONTROL DIVISION • NOTICE OF AC EPTANCE NOA Trnco Security Windows & Doors, Inc. 510Q NW 72 Avenue Mln�iTll, Fl 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1a03 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305)375-290S SCOPE: This NOA is being issued under the applicable tales andlrcgulation:; governing the use of construction materials. The documentation submitted has been reviewed by Mi mi -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used i Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date below. The Miami -Dade Coun ty 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 "21-00" AltsminumSinb'e 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 Farooq, P.r., 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 ",`unless otherwise noted herein.* RENEWAL of this NOA shall be considered after a renewal application has been filed and thcre has been no change in the applicable building code negatively affecting thc performance of this product. TERi'IINATION 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 • css. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for terminattion and removal of NOA. ADVERTISEMENT: The NOA number preceded by he words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literlture. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 Rodriguez. 4 NOA No 02- 0612.04 Expiration Date: July 11, 2007 Approval Date: July 18, 2002 Page I Augutt' 2000. Mr.. Mike La- Yevre• Traco Security Windows 5100 N.W. 72 Ave. Miami, Fl, 33166 SUB: Single hung .window series 2100 Miami Dade County Noa #99- 0712.05 Dear Mr. La- Fevre the approval (FTL- 1274) . 'C:BK \My Documcntz \MikcLafcvrc AL- FAROOQ CORPORA ENGINEERS PLANNERS & PRODUCT TE:3T!NG This is to advise you that'on the comparative analysis chart on DWG • W99 -48 we have erroneously shown a dash in the wi::' :. slot for size 53 1/8" x 74 1/4 ". The actual capacity of a window of size 53 1/8" x 74 7..' : " glazed with 3/16" annealed glass is +50.0 -50.0 psf as sh:cwn: Please note that this is the tested size for 3/16" glass s}•.:,wn in �•i Dr. Hutt Preside If you have any questions, please feel f very ,. 1235 S.W. 87TH AVENUE. MIAMI, FLORIDA 33174 TELEPHQNE (305) 264 -0100 - FAX (305) 262 -6370 ',MI•I)n1;11' t� 1 V I; is TY IFI 11A I1 -Ur \1) �Ul v , .UKIDA , ., M ; : ,,�i�. 'LA ::,LeR 13 , .• MIA " M I l'iLDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows <t Doors 5100 NW 72 Ave. Miami FL, 331(66 The expense of such testing will bc incurred by the manufacturer. Acceptance No.:99- 0712.05 Expires:07 /11/2002 Approval: 08/26/1999 Internet mnil address: postmasterrr buildinl;codcnnline.cnm IliltI.DIN(: CON: Cr ".Mlit,IANCE NIFTRO•DAt ;u FLAGLER IlUILDING IA) WEST 1•LAGLER STI :E;11T. SUITE 1603 MIAMI, FLORIDA. 3.3130..1.563 (305) 375._')01 FAX '(os) - 29os CONTRACTOR LICENSING SECTION' (30) 3'I ::•:;':7 FAX (305) 375•''556. t :t1N•I•ItACTt)It ENFORCEMENT SECTION (305) 375•2 PAX (305) 371.2903 rltOLUCT CON'I'IUOt. ►DIVISION Your application for Product Approval of: 011A 375.:002 1 \X (305),372.6.139 Series 2100 Aluminum Sri:gk' flung Window .under Chapter 8 of the Codc of Miami -Dade County governing the use of Alternate Materi; is and Types of Construction, and completely described herein, has bccn recommended for acceptance by thc Miami-Dade ' County Building Code Compliance Office (BCCO) undcr the spccificd hcrcin. • This approval shall not bc valid after the expiration datc statcd below. BCCO rcscrvcs rift to :urc this product or matcrial at anytime from a jobsitc or manufacturer's plant for quality control tcsi r . If this product or matcrial fails to perform in the approvcd manner, BCCO may rcv..okc, modify, or suspend thc use of such product or matcrial immediately. BCCO rcscrvcs the right to revoke this approval, if it is determined BCCO that this product or matcrial fails to meet thc requirements of the South Florida Building Codc. haul Rodriguez. Chic' Product /.C•ntrol Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIIiIC AND GEN T.RAL CONDITIONS i3UILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has bccn rcvicwcd by thc BCCO and approvcd by the Building Code and Product Rcvicw Committee to bc used in Dade County, Florida under thc conditions set forth above. _ r = rancisccs Q1.tirltana, R.A. Director 1 of 3 Ivliami -Dade C�t:l-ity Building Code Complitt:Te ::: O linm htlp: / /www.huil•1c1;;;codeonlinc.cn Security Windows and Doors 5. LABELING 2 of 3 ACCE1''1'ANCE No.: 99- 0712.05 APPROVED AUG 2 6 1999' EXPIRES NOTICE Or ACCEPTANCE SPECIFIC CONDITIONS '1. SCOPE 1.1 This renews the Noticc of Acceptance No.'97- 092'1.13, which was issued on July ; 5;'1998 :•'This' ` approves an aluminum singlc hung window as described in section-2 of this None.:: of Acccptar.;,e, designed to comply with thc South Florida Building Codc, (SFBC), 1994 Edition for Miami -Dade County, for thc locations where thc pressure requirement::, as determined by SFBC Chapter 23, do not exceed the Dcsign Prcssurc Rating values indicated in thc approvcd drawings. . . 2. PRODUCT DESCRIPTION 2.1 The Scrics 2100; Aluminum Single Hung Window, and its componcnts shall be :::;instructed in strict compliance with the following document: Drawing No. W99 -48, titled "Series 2100 Alurn. • Single Hung Window," Shcct 1 thru 3.of 3, dated 06/16/99, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp '.vith the I- .,lice of Acceptance number and approval date by the Miami -Dade County Product Control Divisic•n. These documents shall hereinafter be referred to as the approvcd drawings. 3. LIMITATIONS 3.1 This approval applics 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 componcnts shall be constructed in strict corn, :ance with the approvcd drawings. 4.2 Hurricane protection system (shuttcrs): thc installation of this unit will rcdirirc4 hurricane . protection system. 5.1 Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and. following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by two copies of thc 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 thc componcnts selected for the pr ,posed•in7.: '1iation., 6.1.3 Any othcr documcnts required by the BuildingOfficial or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this systcrn. .14/6f. „It Manu• Pcrez, P.E., Product Con Product- Control Divisi: • Examiner .'.il \' V ✓It1(I111V$ ;111(1 I /11111'). •:. EXPIRES July 11.:'162 NOTICE OF ACCEPTANCE STANDARD CONnnTTONS 1. Rcncwal of this Acccptancc (approval) shall be considcrcd after a renewal applic; been filed 'and the original submittcd documentation, including test supporting data, engineering • documents, arc no oldcr than cight (8) ycars. 2. Any and all appro 'vcd products shall be permanently labeled with. the manufacturer's nac:1(:, city, statc, and thc following statement: "Miami -Dadc County Product Control Approved ", or as specifically statcd in the specific conditiohs of this Acccptancc. 3. Rcncwals of Acccptancc will not bc considcrcd if: a) There has bccn a change in thc South Florida Building Code affecting t1;c evaluation of this product and thc product is not in compliance with thc code chanc•.:i; b) . The product is no longer the same product (idcntical) as thc one or ,;:rally approved. c) If the Acccptancc holdcr has not complied with all the rcquircme :its of this acceptance, including thc correct installation of the product; d) Thc enginccr who originally prcparcd, signed and scaled thc required doc initially submitted , is no Iongcr practicing thc engineering profession. 4. Any rcvision or change in thc materials, usc, and /or manufacture of the prndu(::. or procc: ;s s'r 11 automatically bc causc for termination of this Acceptance, unless prior wr;.tun approval :,:,:; been requested (through thc of a rcvision application with appropriate fcc) and grantee : this o fficc. S. Any of the following shall also be grounds for rcmoval of this Acccptancc: a) Unsatisfactory performance of this product or process; b) Misusc of this Acceptance as an endorsement of any product, for sales, advertising or any othcr purposc. 6. The Noticc of Acccptancc numbcr prcccdcd by thc words Dadc County, Florida, and fo!:cr.yeci b the expiration date may be displaycd in advertising literature. If any portion of the Noti(: of Acccptancc is displayed, then it shall bc done in its cntircty. 7. A copy of this Acccptancc as well as approved drawings and othcr documents, where it applies, shall bc provided to thc user by thc manufacturer or its distributors and shall bc available for inspection at the job sitc at all timcs. Thc engineer does hot need to reseal the copies.. 8. Failurc to comply with any scction of this Acccptancc shall be causc for termination and rcmovar of Acccptancc. 9. This Acccptancc contains pages .1, 2, this last page 3. '1 .`.1:1' 1 J11NL.1 A.i,.11:) APPROVED . AUG • 2 6''1999 Manuel P rcz. . E n, :; : Control` ;:an•tiner Product trol Divisi.•:. END OF THIS ACCEPTANCE 3 of3 :7 :::Jhf�Dv s:::. .:i..: ; � : s � . �v: ft ►l�D► # a 1 C ' J 9 C i i s 3 9 � s f . � � 3 te e " r 3 ' . ` a ti_: .' • - a•. TYPICAL ANCHORS SEE ELEV. FOR SPACING • WOOD 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 EtCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8 MIN. PENETRATION INTO WOOD THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO U SONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY SEALANT: ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT. F XED MEETING RAIL AT ENDS SEALED WITH GE SILICONE. ITEM 30..PART NUMBER QUANTITY DESCRI•:024 1 MATERIAL MANF./ 7. JLE][.RQ 050 -00 -367 1 HEAD 1 6063 -:6 2 050- 00-375 SILL 1 6061 -T6 3 050-00 -366 2 JAMB 1 6063 -T8 4 050 00 S 050 - 00 - 492 VENT TOP VENT BOTTOM 1 6063 -06 TFTON 1 6063 -T6 ALUYAX 6 051 -00 -160 2 VENT SIDE 1 6063 -06 TITON 6 - - I 7 050 -130 -119 MEETING RAIL I 6053 -05 13110N 9 012- 00-632 AS RE00. FRAME ASSEMBLY SCREM i / 8 X 3/i 916 90 050 - - 000 AS REOD. VENT ASSEMBLY 5CRE4 1 - 1 8 X 1 SAS 11 047 -00 -008 4 12 - 16 048 -00-002 AS 6E00. 18 VN -8502 1 - :0 WV -2205 21 046 -18 -030 / JAMB 22 2 23 AS 5E00. 54.TCRLL5 LBT ALUMAX 76TDN ALUYAX WOOLPILE VENT SIDE AIAE5801 13 050 -00 -000 AS R£00. ACRYUC BASED GIU.50 C:MPOLP.0 - SC102E YO'Er£•�. 5555 14 007- 10-016 2 SWEEP LOCK 0 7 FROM CMGS 1 7AMAK MARBOU.O ATL 15 004 - 00-003 AS REOD. ROLL FORMED SCREE, FRAME 1 OPTIONAL FIBERGLASS SCREEN WEIR 17 046 -16 -005 AS REOD. SCREEN MESH 80LL 6042E AS REOD. BULB WEATH£RSTRFP!G 1 0501. M:BORG FLAP SILL 1 VN11. 1420PG BLOCK AND TACKLE 04/Asa - WINDOW 001P( 7415 CLOSED CELL 0OAJ1 FAD 1'7(2x1 /4" 40 EACH c0#30R ROLL FORMED GLAS:ti SEU i 4/1.1104Uu 0 4.5C - CRS SEE CHAR: FOE SPACING DRAIN 1/2 • EA 31 END OF SCREEN RETAINING LEG 1/8' SHIM AT EACH CORNER OF SCREEN TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY OR 282 4000 B1CK D.L C=C. do +in_ :.. W99 -48 VENT •4 II 3/8 MIN. TYP. GLASS BITE EXTERIOR 92.;;= . ,- .6.0...6. FAR00 2 0 ?OX ',.F.S FJ. 45 j 10077 ./ 010.4 fL.2uZ., Appeal •5 amiY.ia2 mIt5 the Florid. 13C4ut Gratz Date 'S.Fv ts, 1 " 3004 n2 � OvP -oY 6.11.mi Uah.eataiCO5l0 W ( 511 ct 2 -( 3 • DESIGN LOAD CAPACITY - PSF SERIES -2100 ALUMINUM SINGLE HUNG WINDOWS (1 OVER I) WINDOW DIMS. DSB -ANN. GLASS 3/18" -ANN. GLASS • 3/16" -TEMP. GLASS - VIDTH HEIGHT EXT. (•1 INT. (-9 EXT. ( +2 INT. ( -) EXT. CO ANT. ( -) 19 -1/8' 26 -1/2' 37' 53 -1/8 25' (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 63.3 78.4 80.0 125.0 80.0 129.3 34.9 34.9 80.0 90.1 80.0 90.1 19 -1/8' 26 -1/2' 37' 53 -1/8 38 -3/e (3) 63.3 78.4 80.0 125.0 80.0 169.5 63.3 78.4 60.0 122.3 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 80.0 125.0 80.0 154.6 50.9 50.9 80.0 88.6 80.0 104.1 X X 61.6 61.6 62.6 62.6 (9 -1/8' 26 -1/2' 37' 53 -1/8 (5) 63.3 78.4 80.0 125.0 80.0 190.2 63.3 65.4 80.0 1(1.9 80.0 137.3 .X 9 79.4 79.4 80.0 98.3 X n 54.5 54.5 57.9 57.9 19 -1/8' 26 - 1/2' 37' 53 -1 /8 63' ( ) 63.3 73,8 80.0 125.0 80.0 172.1 62.4 62.4 80.0 100.2 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 -1/2' • <� - __._�(6) 74 -1/4' 59.8 59.8 80.0 125.0 80.0 175.2 0 X 80.0 1 85.2 80.0 126.5 x 0 64.4 64.4 80.0 90.6 X 46.6 46.6 50.0 50.0 5 • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAH8. ROLL FCRMED ALUM CLA7ANC BEAD • OS9 -ANN GLASS BEDDING COMPOUND SCHNEE MOREHEA0 5555 GLAZING OPTIONS ROLL FORME0 ALUM GLAZING BEAD 3/16' ANN. GLASS \-OR 3/16' 1(740. GLASS 8EOOING COMPOUND SCHNEE MOREHEAD 5555 U x NOTES: 2° TY ?ICAI ELFVATIONS TESTED UNITS CENTER ANCHOR O HEAD 6: SILL 8E00. ON WINDOWS OVER 26 -1/2 510E ONLY 0,+ 0 DT. ti.443..v iCc10 ST 2,9 wx. WNGOV 'ern, 0. 9" 71.X.. 00 76' vA0:_ J ViEX J 50 - /4 - AAA WINDOWS TO 8c s f _F-J DADE COUNTY 2Ln =OW D IMPACT P.ESIST-vE ES1 VII z2S 1. THIS PROOVCi 15 CES3•-• 3SP_:' 470.. - 1IG! ZONE OF THE 2C/3: .:r_L' 2_11_050 =E. ALSO FOR WIND LOADS +S. 2 7 '.S�G 'y'. 7G 24 2. WOOD BUCKS BY 07068.10. 4L10 :_ arAC-CPC LOADS TO THE STRUC?J8E 3. ANCHORS SHALL BE AS - S +c7I ''5. ^ N. Or: :EyALS ANCHOR EMBEDMENT IC =ems `4A -tt^ :- f 8-:3.0 401 4 DRESSING OR STU C 4 Iro.. -- 4 I544 •dm:Cc Mae 49 0..8 ZUOIwr .04 !3'tmi Oa0. Errriu• - • _ ._ _. . ...: 4 '; �" f::' �41�- i' t 1- C f�'^ Q�t��t-r4 - -- - -_ - ^rte -- rr•.c• ... 2.177 F .062 1.199 L_ av E 1.012 1 r 1.187 FRAMF NFAr7 .92- 1.387 LJ L.969—I . MEEILE.LELL. .062 VFNT TOP RAIL. —.938 1.625 1.F 1.350 VFNT ROTTOM RAII 2.327 2.125 1.637 1.633 1.98 .375 F 107, 1 062 .9i37 3ASH stnr RAII —1.250 1_ atu. FRAME JAMS 2.125 FRAME TOP CORNFR FRAMF BOTTOM CORNFR VFNT T O- MP N■F VFNT 20P.N -0 , ACCC FIEF, FU. PE 2 arcaia ate 0 X eq 3. t 4 70. [. W99- ()fleet 3:2 I. M I A M MADE SO PRODUCT CONTROL OL NO110E OV ACCEP 1 ANC1 S;tfcguard MI- t Protection Systems, Inc. 1315 Neptune Drive 13oynton Beach ,FL 33426 Your application for - Notice of Acceptance (NOA) of: Perforated and Solid Aluminum Storm Panel "` under Chapter 8 of the Code of Miami-Dade 'County governing the use of Alternate Nlaterials and Types of C" t)ara) I and completely iIc:;;t:) itic:rl 1)t;I t I)) lcc:: !)i Iec;tIII1111c:1►clu.cl Iirr :.►c :cept:cr 11y the (\ Ii:l)1Ii -1 ):talc County Building Code Compliance Office (13CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCC° 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 irnrnediatcly. BCCO reserves the right. 10 ,)•evokc this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0327.OR EXP11R.ES: 1213112004 Raul Rodriguez Chief Product Control Division 111 1SJ$1 . 1•I cc) VWSI1EI 1. EE A1)l)1 .IQNAT., PAGES I%t•)It SPEC:11 AND (1:'),_'1.:12, \ C( •DITIONS I3UILD INC CODE & I'h )DUCT REVIEW COMMITTEE MIAMI -DADE COUNT\'. FLORIDA M ETRO - Anc rt..nc; .ER lallll.11l \G BUILDING COO(i COMPLIANCE OFFICE )`.tli'r)co - BADE. rL,\OLflt Ilu)t.o1NG 1.10 WEST FLAGI.ER STREET. SUITE 1603 MIAMI. FLORIDA 33) 30.1 563 (305) 375.'2901 FAX (303) 375.2903 CONTRACTOR LICENSING st•:Crro' (30.5)375-2327 I'AN (305) 375.25: s CONTRACTOR OR t:NUORC :I•::\1r;N'r I)t\•IStON (305) 375 -2966 I (3051 375.29u3 I'IiOI)1 CT CONTROL 1)1\•ISION (305) 37.5 -2902 r, \N (3 This application for Product Approval has bcer.reviewed by the BCCO and approved by the 13uiidin2 Code and Product Review•Commiltee to be used' in Mtami -Dade County, Florida under the conditions set forth above. APPROVED: 09/07/200(1 11104 1pc2000\\temp)ates\notice acceptance cover page.dot Internet trail address: postn )astcrc.buildingcodeonlinc.conc Francisco J. Quintana. R.A. Director Miami -Dude County • Building Code Compliance Of(icc HopleimgC: IttIp://www.buildingcodconlinc.cum SafeEuard Hurricane X'rotcctiort Systems; `;inc. ; NOTICE OF' ACCEPTANCE: _ STANDARD CONDMONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and tl original submitted documents, including test - supporting data, engineering documents, are no older than eigl ( 2.. Any and all approved products shall be per with the manufacturer's name, city, slate, and th following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in th spncifir, conditions of this AvAtrptanrr. 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 do correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initiall■ 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 automaticall: be cause for termination of this Acceptance, unless prior written approval has been requested (through On filing of a revision application with appropriate fee) and granted by N office. 5. Any of the following shall also be grounds for removal of this Accept a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any othc purposes. EXPIRES 12/31/2004 ACCEPTANCE No_ : 00- 0327.08 APPROVED SEP — 7 2000 6_ The Notice of Acceptance number preced, sd by the words Miami -Dade County, F,Iorida, and followed by di( expiration date may be displayed in adv izisinb literature. If any portion of the Notice of Acceptance i! displayed, then it shall be done in its entire, ;y. • 7_ A copy of this Acceptance as well a? ap; ;roved drawings and other documents, where it applies, shall be provided to the user by the manufacturer c its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal t copies. r1 8. Failure to comply with any section of :;Pis Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pag0 1, 2 and this last page 3. END O 'Ar'1THJS JIB Helmy'A.4b P.E. - Product Control Examiner Product Control Division 3 of 3 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 `� B - u' lding Inspection Request Date I 4 Time Type Insp'n .---- ' nc,i I Permit No. - bP CD-Cai M W Name U lC Address v 1 4 C) l Company Phone # For Inspector: Be ] I I I Name & Date Approved Correction Re- Insp'n Fee PERMIT APPLICATION FOR MIAMI SHORES VILLA 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • Fax: Date 6 Job Address RO ti g --Cr Legal Description S / O'- ,SHUT k ` /Lessee/Tenet 7 (4/O1- Fa- Master Permit # 'Owner's Address 20/J5 ` Contracting Co. i 6/ /NC Qb /) S #U FEA Atrdress i3 3-2- N t," ualifier ceelA 405 .SidAti( AAA Phone 305 "0 - - Ln 65 /State # Square Ft. s Tax Folio 11 ot3- 03 6P —zcc -Io Historically Designated: Yes No iphotle 6 77 53 --08 '7 RECEIVED E JUN 2 3 2003 egn, ___ Municipal # 73I Competency # EX) Q7 IS ' Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. ELECTRICAL PLUMBING MECHANICAL ROOFING Permit Type (circle on : 11 WORK DESCRIPTION: L/ s - T �Q » "AA/ SCE (vo77-&) «� OpeAiv 53 Estimated Cost (value) 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. ner ondo resident FEES: PERMIT 6 Q, RADON APPROVED: 6 DUE Building GI 7 d 5 ate Vmd \ n ��Qdkk CC�rc�- 30.00 S' nature of Contractor or Own �r NOTARY TOTAL DUE Mechanical Plumbing Structural Engineer BOND o JUN 2 7 2003 ,C( iIi EleEi C/ /?3/t) 3 Date Type Insp'n Permit No. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request N Address Company ,� Time YJa Phone # For Inspector:? " /) Name & Date Approved Correction ❑ Re-Insp'n Fee ❑ N MIAMI S,HOR & ILLAGE BUILDIl3PPARTMVIf•T 305- 795 -2204' I 1 Building Inspection Request Date Time Type Insp'n - Permit No. Address 20- , c 5 Company � �� , 7 ? Phone # 7 8 Q e l r D For Inspector: 7 / / Iame.& Date Approved Correction ❑ Re- Insp'n Fee ❑ • e 7 I 11 fi4N�L�9 MANUFACTURE SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Acceptance No.02-0619.04 Date: - - - a3 "o ?) Building Department Municipality \oo . p . Address Cvv.■ F L 313 City Gentlemen: State Zip We are the Dade County Notice of Acceptance holder for 20 GA steel storm panels approved under #02- 0619.04 y e — This letter Authorizes 1 to use our 20 GA storm panel approved under #024619.04 o Number of openings Square Feet o , Sh ers rely, Name of Owner 4 vvP'ir W c/ Job Address -- v- 4 �1k g0! City neral Manager Corporate Seal Required 7272 NW 25 Street Miami, Florida 33122 Tel (305) 994 -7884 Fax (305) 994 -7885 JcE L. L P 2 . F N`rL 6U UJ3L FC 1\i c- Q1:1 S-± . 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 • a T- 0 UNBOLTED PANELS (SEE SCHEDULE ON SHEET 8 OF 8) • 1/4" Max. GAP 0 .990" 12.600' (E7TEV77V£ WIDTH) 14.2JJ" (701AL WIDTH) 10 PANEL WALE. 4/8'44 /* 2.865" 0.076" THICK Ga». STEEL 6.000 (EFFECTIVE WIDTH) 152" -M AL 40TH) 0 HALF PANEL SCALE J /8' - 7' COMPONENTS CONCRETE ANCHORS (SEE SCHEDULE) r TT 11 1 r --- TT 11 - - T' T - - - 1 - I - 0 STORM PANEL ELEVATION SCALE 7 1/2" - 1 -0" SECTION A-A SCALE 1 1/2" = 1' -0" .....1. 1 " 0 - TT1 l - - TT1 J�Iox. 1 "Min. J" Max. 1 �. CONCRETE ANCHORS (SEE SCHEDULE) 1 Min. a J" Max. 1 • Min. BOLTED PANGS W/ 1/4 0 -20 x 3/4" M. S. W/ 7/8" x J /12" W/NGNUTS 0 1/4" Max. GAP EA. OVERLAP (SEE SCHEDULE I r ON SHEET 6 OF 8) HAS BEEN VERIFIED IN ACCORDANCE WIM SECTION 1606.1.4 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB / 2222. 222.3. 229J a 2294. OU4LIlY ASTM A -853. GRADE 40 OESICIW77OV. GALVANIZED STEEL W/ MNIMUM Fy=49 kt, (AFTER ROLLED). STAINLESS STEEL, MYTH J6 km; MgMWUM YIELD POINT. NOTED) T OR QCO INDUSTRIES. INC. BY THE RAWL PLUG M ANY. INC. r OR ELco INDUSTRIES /ND. BY THE RAW& PLUG COMPANY. RAIL GENERAL NOTES: BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.• i.e. INHERE THE SITE SIGNATURE OF THE PROFESSIONAL ENGINEER TH4 PREPARED IT. IL ECO 11LUT TESTING lc ENGINEERING COWPAMY 8484 Kt. 341,. 9l. 80. 217. WOW C0070. noses 33184 w...: (30)871 -1330 . rs : (305)171 -1331 EB- 0006710 WALTER A. TUFT Jr., P. E FLORIDA Lic. 44167 ev. to oo1210rs a1D "-120 00000 an - PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No b2.- 0 E :piratioq Date By I/ Miami Dad Div ision Control .0 ({- 00 5 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC. 7272 N.W. 25th STREET AIWA FLORIDA 13122 1/12/C7 MIAMI -DADE COUNTY an AS SHOWN SCALE 6/12/02 DATE 02-355 DRAWING No SHEET 1 OF 8 1. STrRN PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT M4S BEE7i DE371".NED /N AC OP.(AMVCE W1M THE 2001 EDITION OF THE FLORIDA BALDING CODE. DESIGN MIND LOADS SHALL BE DETERMINED AS PER SECTION 1619 OF 771E ABOVE MENTIONED C00£ FOR A BASIC WINO SPEED OF 146 m.p.h.. AND IN ACCORDANCE W/ ASCE 7 -98 STAIGIRO. STORM PANELS ADEQUACY MR IMPACT AND FATIGUE RESIST REPORT / 0926.02-96. AND FENESTRATION TESTING LAB REPO 2. ALL STEEL SHEET ME .AL PANELS SHALL HAVE STRUCTURAL AND TO BE G -60 GALVANIZED. J ALL ALUMINUM CITRUSIONS SMALL BE 606J -T6 ALLOY UNLESS 01HE)RWrWE NOTED. 4. ALL SCREWS TO BE STAINLESS SiEII. 304 OR .316 SERIES 5. BOLTS 7O BE 2024 -T4 ALUMINUM ALLOY. GALVANIZED OR 6. ANCHORS TO WALL SMALL BE AS FOLLOWS: (UNLESS 0 TH . (A) TO D aST7NG POURED CONCRETE: - 1/4' o TAPCON ANCHORS. AS MANUFACTURED BY ITW - 1/4' • x 7/8" RAWL CALX -IN ANCHORS AS MANUFACTURED NOTES A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" A.2) 7/8" RAWL CALK -IN ANCHORS SI ALL BE ENTIRELY EMBEDDED INTO ME POURED CONCRETE: NO EMECOMQVT MNTi7 STUCCO SHALL Be PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE I 1/2" LONG MINIMUM SHOULD STUCCO COST. AND 1 " AWFMMVrAI FQR 164LLS W1171 NO STUCCO. A.J) IN CASE 744T PRECAST STONE PRECAST coNcRETE PANELS. OR PAVERS BE FDLNVD OIV THE QOS77NC MALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE S•/ALL BE INDICATED ON NOTES .4.1) & .4.2) ABOVE (B) TO E76rSONG CONCREE BLOCK WILL: - 1/4" I TAPCON ANCFi')RS AS IA4NAFACTURED BY 17W /RAMS - . 1/4" 1 x 7/8' RAWL CALK -IN ANCHORS AS MANUFACTURED [MOTES B.1) MINIMUM EMBEDMENT OF TAPCON ANC'J1ORS INTO THE CONCRETE' BLOCK LXWT SFNUL E 1 1/4' 11.2) 7/8" RAIL CALX -IN ANCHORS SMALL BE ENTIRELY IMBEDDED INTO THE CO CRE7E BLOCK UHT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL SE' 1 1/2" LONG MINIMUM SHOULD 571)66O EXIST. AND I" MINIMUM MR MILLS WITH NO STUCCO. - - - B.J) W 045E MAT PRECAST STONE OR PRECAST CONCRETE PANELS BE P0111D ON THE DCSTNG MILL ANCHORS SFNLL BELONG ENOUGH 70 REICH THE WIN SINUCIURE BEHIND SUCH PANELS ANCHORAGE SHAL1. BE I 1/4" MIMAIUM MR ANCHORS MEHTIGWED 94 6.1), & 7/8" MR ANCHORS MENTAL ED IN 8.2). (C) ANCHORS SHALL BE INSTALLED FOLL011NC ALL OF THE RECOMMOVQATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 7. IT SHALL BE THE RES,'ONSIBIUTY OF THE CONTRACTOR TO VERIFY THE' SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCFIORAGE. 8. PANEL AMY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 5 (SHEET 2 of 6) WITH ENO COMPONENTS ®. ® • ® & ® EXCEPT TINT HEADERS J(J & ,) SHALL NOT SE USED. 9. SHUTTER M4NUFACT URi R S LABEL SHALL BE PLACED AT BOTTOM OF EACH PANEL LABEL SHALL READ AS FOLLOWS SHIELD SHUT um, INC. A44M1. FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED. 10. (o) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TD BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE 00ES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. (a) THIS PRODUCT APPROVAL DOCUMENT MLL BE CONSIDERED INVAUD IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGAVEER OR ARCHITECT WHICH MIL BECOME THE PROFESSIONAL OF RECORO (P.O.R.) FOR THE PROJECT AND 74110 WILL 0£ RESPONSIBLE FOR THE PROPER USE OF THE PAD. PROFESSIOIWL OF RECORD. ACT7NC AS A DELEGATED ENGINEER TO THE P.A.O. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SJTE SPECIFIC DRAWINGS FOR RENEW. (e) THIS P.A.O. SHALL BEAR THE DATE' AND ORIGINAL SEAL AND 2.251" 1 55 : . ''i I .062 �' III P. 1 N . 062 ti ' N 1 I _L i h 2.000" l ■ r .. O Q•' ? J ?6' , LT. ..� � 2.000" . pI . 2 .000" .o ��• T. ? 89" --- g "U" HEADER SCALE: 1 1/2" = 1" 20 "h" HEADER SCALE: 1/2" = 1' .125" T 750" i/4 • 5. s STUD RIVETED TO ANGLE -- 0 12" 0. C. g $ T Sf ^ O DETAIL 1 ! �- g..000" 5Q 1 "x2" ANGLE WITH STUD SCALE: 1/2" = f " 1_ VARIES SEE DET. 1 4/8 & 8/8 5/16" • HOLE FOR STUD LOCATION AT EVERY PANEL OVERLAP Min. 15" LONG 2.000" —1 30 "U" HEADER FOR BUILD -OUT SCALE :: 1/2" = 1' 90 2" x 7 x 1/4" ALUMINUM ANGLE SCALE : 1/2" = 1- 2.226" © "F" TRACK scALE: 1/2• - i• 2.187" DETAIL 1 SCALE: 1/2" = COMPONENTS .063" (1./D "lam — .725" 1/4 to S. S. STUD RNE7ED TO ANGLE 750• r-O 12" 0. C. SEE DETAIL 1 2.000" 1— L4 2" x 2" ANGLE WITH STUD SCALE: 1/2" .125" OP TONAL t 41111 s O7 KEY HOLE AT PANEL ®2" x 5" (Max.) x .125" ANGLE SCALE: 1/2" - 1' T 5. 000 " (Aka.) 2.000 1 4 • S. S. STUD RIVETED TO ANGLE 0 12" 0. C. By. Miami Dade4'ruduct Control Division .125" SEC DETAIL €A REVERSED 2" x 2" ANGLE WITH STUD SCALE: 1/2" - 1" PRODUCT REVISED as complying with the Florida Belding Code Acceptance No 02 — O 1 • 04 Expiration Date 005 MIAMI —DADE COUNTY IL TIL.LJT TENTING & EM0 *NEER1NG COIdPANY OM K". N >L ttosr. 217. rwor"% CIMEID6. flan+ 331 MI Pow. : (XIS )171- 1 . r.: p0s•7I -15.31 EB- 0006719 WALTER A TS.UT Jr.. P. L FWRIDA Uc. f 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC. 7272 H.W. 25tn STREZT WW1. fLORt111 33722 NV. NO WCICarlION ao w- ISO 00•04 onosrle" e►n AS SHOWN SCALE 6/12/02 DATE 02 -355 DRAWING No SHEET IA or 8 SECT /ON 0 ANCHORS (BOTTOM) SECTION 0 STUDS (BOTTOM) WALL MOUNTING INSTALLATION - SECTION 1 SCALE: J/8 - 1 - CONCRETE ANCHORS (SEE SCHEDutE) CONCRETE ANCHORS 0 48' D. C. POURED CONCRETE REOUiRED 0 POURED CQNCRE7E I OR CONCRETE BLOCK WALL REDURED JL CONCRETE ANCHORS (SEE SCHEDULE) IJ I— (sEE SCHEDULE) fOR Min. SEPARATION S TO CLASS OF Ex:577NC I WnNDOW OR S. G. D. Cont. — r WALL MOUNTING INSTALLATION - SECTION 2 SCi LL J/8 • - r - POIARED CONCRETE REWIRED Cent 1/4" 0 -20 x J /4' S. S.. BOLTS WI/ 7/8• J /J7 IwNC NUT 0 STUD 012'0.G E D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 6 or B) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR/CEILING MOUNTING SECTIONS GUN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (sEE SCHEDULE) �-- (sri SCHEDULE) I FOR Win. SEPARATION S >a CLASS OF EXISTING WINDOW OR S. C. D. POURED coNcRfTE REDURED ED ALT£RYW TE FOR E. D. E. D. 7/8' r 31J7 W7NC NUT 0 EVERY STUD 0 12' 0. 0. CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SCALE: J /6• - 1- - SECTION 3 Cent DIRECT WALL MOUNTING INSTALLATION - SECTION 4 SCALE: J /8' - 1 BUILD -OUT MOUNTING INSTALLATION - SECTION 5 SCALE J/8 - 1• PRODUCT REVISED as complying with the Florida Balding Codc Acceptaacc No 02- Expiration Date By Miami Dad rodnct Control Division O 4- o S MIAMI —DADE COUNTY / 1itIiE c. \ TIWT TESTING & ENOINEERNIG COMP/JO!' �dE N.N. 3M Pat /h. 217. MOM OVOf)4 RLILOI 33111 �-� (300)/71 -1l►1D . r.: (30!»71 -183 EB- 0006719 WALTER A. T11.1JT Jr.. P. L FLORIDA Lk. O 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC. 7272 N w. 23tn STREET 142442I FLOR1D1 3J122 Irv. NO - IIRt•Wel OLD 11-110 p12212/2C 4/1//41 In. No ILL312■IIPa Part AS SHOWN SCALE 6/12/07 DATE 02 -355 DRAWING No SHEET 2 OF 8 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED L — (s • sar DtL) — FOR Min. SEPARATION "S T DOW OR S . 0. OR CONCRETE BLOCK WALL REQUIRED d W CONCRETE ANCHORS (SEE SCHEDULE) —' T WALL MOUNTING INSTALLATION • o I /4' • -20 x J /4 S. 5. BOLTS W/ 7 /8" x J /J2 INNG NUT 0 STUD 0 EVERY OVERLAP AT U/DLENCTH Or PANEL Conf. Cont. SECTION a STUDS (BOTTOM) WALL MOUNTING INSTALLATION - SECTION 6 m,. I • RANI CALK -IN ANC147Y4S AT (SEE SCHEDULE) t POURED CONCRETE OR CONCRETE BLOCK WALL REWIRED L— (SEE suEU.xq FOR Min. SEPARATION 'S • TV WIND G LASS CF E7f15711 � OW OR 5. G. D. • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED RANI CALK -IN A (SEE SCHEDULE) - SECTION 7 • " 1 CI 0 W 1/4' 77 -20 x 3/4' S. S. , BOLTS w/ 7/d • x J /32 NwG NUT 0 STUD 0 EVERY OVERLAP AT WIOLENCTH Or PANEL DIRECT WALL MOUNTING INSTALLATION SCALE: .3/13 - 1 • E. D. — EDGE DISTANCE (SEE SCHEDULE ON SHEET 6 OF 8) O NOTE FOR COMBINATION OF SECTIONS • WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. RAWL CALK -IN Av ci g RS (SEES SCHEDULE) 111 'L POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED twx satimccU FOR Min. SEPARATION •5 TO GLASS OF EXISTING. WINDOW OR S. G. D. OR CONCRETE BLOCK Mu LL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 0 '4 Cont. WALL MOUNTING INSTALLATION - SECTION 8 / IL IC O INC T1UJ'T TESTING & ENGINEENING COMPANY PANY M16 N.W. 30. ISL. IN: 217. WOW OIIO06 7tD1 331N rft.- : (x syrrs - . Ito : (x+5)8411 -1371 EH- 0006719 WALTER A TIUJT Jr.. P. E. FLORIDA L)c. f 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC. 7272 N.W. 25th STREET M&WI, FLORIDA 1.5122 ars. e 40 M ORamQ ban Vll/ox Kv. N. 3 • eoaur17• .45 SHOWN SCALE 6/12/02 DATE 02 -355 DRAWING No SHEET .3 OF 8 I/4 • P - 20 x J/4 • S. S BOLTS / 7/8• x J /J2 N?NG NUT 0 STUD 0 12 0. C. SCALE J/LY - 1 1 1/4 • 0-20 x J /4' g, S. S BOLTS W/ 7/B • x .3/.32" INNG NUT0 STUDO EVERY OVERLAP AT MLO,.ENGTH OF PANEL • POURED CONCRETE REQUIRED . POURED CONCRETE / REQUIRED - SECTION 9 CONCRETE ANCHORS (SEE SCHEDULE) L -- (SEC s:srEautD FOR Win. SEPARATION S TO CLASS OF E?OSTING WINDOW OR 5. G. D. n L.] ALTERNATE FtYJ I ti —L a - r 1 /4 0 -20 x J /1 5. S. BOLTS W/ �S 7/D x J/J2 WING . iy NUT 0 STUD 0 L} VERY OVERLAP AT MIOLENG7H OF PANEL 7 /8 x J /32' WING NUT 0 EVERY STUD 0 12 0. C. CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SCALE: J /e - 1 PRODUCT REVISED as complying with the Florida Balding Code / Acceptance No 0 — 0 11 9.04.. Expiration Date Z MY • os By Miami Dade Division uct Contra! MIAMI — DADE COUNTY CONCRETE ANCHORS (SEE SCHEDULE) — POURED CONCRETE REDU/RED POURED CONCRETE -- OR CONCRETE BLOCK MALL REQUIRED I-- SEE SCHEDULE FOR Min. SEPARATION 'S" TO GLASS OF WINDOW OR S.G.D. i� w CONCRETE ANCHORS O e ac. WALL MOUNTING INSTALLATION - SECTION 10 SCALE: J /8" - 1' O (SEE DET. X) 1/4' 0 x 1 1/2" TRUSS HE40 MACHINE SCREW g co ,o 12'0. C. (EACH PANEL OVERLAP) -+ a 7/E I x J /J2' WING NUT O EVERY STUD 0 T2" 0. C. 0 (SEE CONCRETE ANCHORS POURED CONCRETE REDUfRED r -- SEE SCHEDULE - &FOR Min. SEPARATION TO GLASS OF :WINDOW OR S.G.D. 1 (SEE DET. X) POURED CONCRETE — REOU /RED / CONCRETE ANCHORS—` 0 J 0.C. 1.000' E. D. 1/4' I x 1 1/2" TRUSS HEAD MACHINE SCREW 0'11 12' 0. C. (EACH PANEL OVERLAP) 7/8" I x 3/J2 iNNG NUT 0 EVERY STUD 0 12' 0. C. EDGE OF IKALL 01? SLAB (AK. CGWQ(T]ON) WALL AND FLOOR MOUNTING INSTALLATION - SECTION 11 SCALE: 3/8" = 1' 7 Cont. • 00 0. 0 O V N 9 .00 0. 049.- . . 0 . : ', A• / IL ECOINc.\ MAST TL=nNG & DIWN >Et WG CONIPANY rew ru. sw. n. /". 217. MIAOW OUWR ROMA 331M Aw : (203)671 -1310 . : (306)1171 -1571 E8- 0006719 WALTER A. TlU.R Jr.. P. E. FLORIDA Lk. 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC. 7272 N.W. 23tn STREET MIAMI. FLORIDA JJ122 OLD 18-110 MIMIC r. a 088011 MT[ 1/11/02 AS SHOWN SCALE 6/12/02 DATE 02 -355 DRAWING No SHEET 4 OF 8 iz t'5' 0 0 0 000 , �5 ,3• Fo a SP' s-tt8% j �EG DET. X : ISOMETRIC FO "Q "x7"x1/4" ALUMINUM ANGLE INDICATING ANCHORS LOCATION FOR SECTIONS 10 & 11 PRODUCT REVISED as complying with the Flog Raiding Code 4 Acceptance No 0 2- O 6/ q• 0 Exp Date ,d/ 0 o Ry_f1 Miami Da roduct Control Div ision MIAMI -0.40E COUNTY MAXIMUM DESIGN PRESSURE RATING W (p.s.l.) Mox. PANEL LENGTH L at.) (SEE SECTIONS) MINIMUM SEPAR4nON TO GLASS APPUCABLE TO SECTIONS / & ANY COMBINATION OF THEM PANEL REINFORCEMENT +62.0, -75.0 8' -0" OR LESS 2 3/4" 1 N/A +62.0, -66.0 8' -0" OR LESS 2 7/8" 2 dr 3 N/A +62.0, -66.0 5' -0" OR LESS 2 1/16` 4 N/A +62.0, -66.0 >5' -0" TO 8'-11 1/2" 2 5/8" 4 N/A +62.0, -66.0 7' -11 1/4" OR LESS, 2 7/8" 5 N/A +62.0, -66.0 8' -O" TO 11 ' -0" 2 5/8" 6 * BOLT +62.0, -66.0 >8'-11 1/2" TO 11 ' -0" 3" 7 * BOLT +62.0, -66.0 >8' -0' TO 11 ' -0" 3' 8 * BOLT +62.0, -66.0 >8' -0" TO 11 ' -0" 8' -O" OR LESS 5 2 3/8" 3/8" 9 10 * BOLT N/A +62.0, -75.0 +62.0, -75.0 8' -0" OR LESS 2 7/8" 11 N/A POLRCD CONQR(W OR CONCPE7r BLOCK WILL REWIRED * 1/4" 0-20 x 3/4" S. S. BOLTS W/ 7/8" x 3/32" WING NUT O STUD 0 EVERY OVERLAP AT MIDLENCTH OF PANEL CASE A (Plan) SCALE' I/4' " 7' * ANGLE MAY BE NEGLETED IF MAXIMUM BUILD -OUT IS 2" dr PANEL PROJECTION P" (PASSED OPENING) IS 3" POURED CONCRETE OR CONCRETE BLOCW WILL REQUIRED 1 3 1 DQ' < L ‘7J5' 1/4' 4 -20 BOLT O 12' 0. C. "/ J40(MJT CASE B (Plan) SCALE: 7/4' - 7' 1 • I-- 2 3. 3A 4 4A• 5 • — 4' If 4' ..09r 3l0S -134 OR 6067 -115 ALLOY Cone. Alum. ANGLE OR 16 G4GE CaN. STEEL ANGLE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE N/A = NOT APPLICABLE END CLOSURES DETAILS 1 i cur pa FiWIL 2 ' r 2 r .093' 3103 -HI• OR 6067 -75 ALLOY Cont. AAwn. ANGLE a 7' CASE C (Plan) SC.4LE: 1/4' - 1' 2' J703 OR 606.7 - T6 ALLOY Cont. AAAn ANGLE CASE E (Plan) SCALE. 1/4' 4 1 • POURED .CONCRETE OR CONCRETE" BLOCK NALL RE CEWC RETE AACHORS • 12' O C. POURED coNaRE7r CONCRETE OR BLOCK 194 11. REQUIRED — GOACRE7E ANCHORS • 12' 0. C. 2' r 2 r .09.1' JI05 -H14 OR 6063 -T1S ALLOY ConL AA.n. AA71.0 CASE D (Plan) SCALE, 1/4 - 1 ' ) /4' CAP PRODUCT REVISED as complying with the Florid* Bidding Code Acceptance No - 0 6 0 </- Expiration Date By Miami Dad Division POURED CONCRETE OR cOVCRETE &oat MILL REQUIRED /--- CONCRETE ANCHORS 0 12' O. C. oct Control 5 MIAMI -DADE COUNTY IL ECOINC. TILLrr TESTING & DOCRNEERING COVPAI4Y WM KW. 740. .. 1H4. 217. vWWI* WWII. 11D1 3.7111 Pram : mom -130 . 1.: t371 -III]+ EB- 0006719 WALTER A. TAUT Jr.. P. L FLORIDA Uc. t 44167 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC 7272 N.W. 2501 STREET MMMI. FLORIN 3.5122 C D 11D -1110 OW•4144C IOC Wxv. r WTI AS SHOWN SCALE 6/12/02 DATE 02 -355 DRAWING No SHEET 5 OF 8 MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM ANCHORS SPACING FOR E. D = J 1/2' •• APPLICABLE TO SECTIONS / ANY COMBINATION OF THEM MAXIMUM PANEL LENGTH 1 (ft.) TAPCONS RAWL CALK -IN TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY • +62.0, —66.0 12 " N/A l2 " N/A 1 (TOP) ..* 6 " -3" OR LESS 12" 12" 12" 12" 1 (BOTTOM) 12 " N/A 12' N/A 2 (TOP) 12" 12" 12" 12" 2 (BOTTOM) 12" N/A 12" N/A 3 (TOP) 12 " N/A 12' N/A 3 (BOTTOM) N/A N/A 12" 12" 4 (TOP /BOTTOM) 12 " N/A 12 N/A 5 (TOP.) 12 " 12" 127 12 5 (BOTTOM) +62.0, —66.0 12 - N/A 12 N/A 1 (TOP) >6 -3" TO 8' -0" 12" 9" 12" 12" 1 (BOTTOM) 12 " N/A 12" N/A 2 (TOP) 12" 9" 12" 12" 2 (BOTTOM) 12" N/A 12 N/A 3 (TOP) 12" N/A 12 N/A 3 (BOTTOM) N/A N/A 12" 12 4 (TOP /BOTTOM) 12" N/A 12 N/A 5 (TOP) 12" 9" 12" 12" 5 (BOTTOM) +62.0, —66.0 N/A N/A 12" 6' 4 (TOP /BOTTOM) >8 -0" TO 8 -11 1/2" MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM ANCHORS SPACING FOR E D. = J 1/2' •• TAPCON APPUCABLE TO SECTIONS / & awe COMB /NAT1oN OF THEM MAXIMUM PANEL LENGTH 1 (ft.) TAPCONS .75 RAWL CALK -IN .71 TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY +62.0, —66.0 12 N/A 12 " N/A 6 (TOP) >8' -0" T O 1 1 ' -0" 12" 6 1/2" 12" 9 1/2" • 6 (BOTTOM) N/A .N /A 12 6" 7 (TOP /BO170M) N / A N / A 12" 6' 8 ( T O P ) 8" 6 1/2" 8" 8" 8 (BOTTOM) 10 N/A 10 ` N/A 9 (TOP) 9 1/2" 'N /A 9 1 / 2 N/A 9 (BOTTOM) +62.0, —75.0 8" N/A 8 N/A 1 (TOP) 8 -0" OR LESS 8" 8" 8" 8" 1 (BOTTOM) 8" N/A 8 N/A 10 (TOP) 8" 8" 8" 8' 10 (BOTTOM) 8 N/A 8 " N/A 11 (TOP) 3- N/A 3' N/A 11 (BOTTOM) ACTUAL E. D. FACTOR TAPCON RAM. CALK —IN J" .86 .75 2 1/2' .71 .50 2' .50 — MAX /MUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2» EDGE DISTANCE. P09 E. D. LESS THAN J 1/2' REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. ** TIU. T TESTING t ENGINEERING COYPANY Seib k.P. fib. !L. Ira 217. NOW. ONCr7G. fl. 331114 /rw : (215)11/71 -11X0. : (]00W -1571 EB- 0006719 WALTER A. TLUI Jr., P. E. FLORIDA 1.1c. 44167 E. D. = EDGE DISTANCE PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No Z. — O Expiration Date 12 By Miami Dad .�p uct Control Division 05 MIAMI—OADE COUNTY / IL ECOINC. 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC. 7272 N.W. 25M .5 2LT MMIMI, f1CR10A .13122 eorslrou .D N- 120 LfPIwQ SOT vrtRr r. or • AS SHOWN SCALE 6/12/02 DATE '02 -355 DRAWING N SHEET 6 Or 8 ' go • I WOOD HEADER - REQUIRED ,g-• (SEE SCHEDULE 173R ANn. I PENE7RA7ION '3" •TJ GLASS OF • WINDOW OR ALTERNATIVE 1 (Max. design load-- +62. -75 o.s.f.) • • 0: ”1 •11 I: • Li!! 1/4 0 x 3' LONG LAC SCREWS 0 6' 0. C. W/ 1 27/32 Min. PENETRATION m E77NG WOOD HEADER 7/8" x 3/.17" WING NUT 0 EVERY 57110 0 12' 0. C. 0 © Cont. z 7" LAC SCREWS 0 6' 0. C. IV/ 1 27/32" Min. PENETRATION 0 ANDIODTH OF PLATE ALTERNATIVE 2 (Max. design lood= -1-62. -75 o.s.f.) I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS MTH DESIGN LOADS AND PANEL'S LENGTH AS INDICATED FOR EACH ALTERNATTVE 2. NEW 2 • 6 P. T. TO BE SOUTHERN PINE No. Z SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD AIDABERS TO BE SOUTHERN PINE No. 2, w/ SPECIFIC DENSITY OF 0.55 OR EOUAL 1 COSTING s GLASS N DOW. D. ! IO if 4 3/4" S. S ' S. It S. 0 6" O. C woos sruo • 24 O. C. MAX. =CRC; ! NOTE FOR COMRINATION OF SECTIONS • WALL MOUNTING SECITONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • • 1.1.1.14.01.W.1 !! ItlWIi :11:01=1 ■ 1 11 ALTERNATIVE .3 Alaidesign load= +62. -75 0.5.11) 1 sairouco I roe &en. PENETRATION 'S TO GLASS OF 1 WINDOW OR S. G. D. WALL MOUNTING INSTALLATION - SECTIONS A SCALE: VC I" 1 1) 7/8" 3/37t WING NUT et EVERY SWD 0 12 O. C C) Cont. 1' x 4' . 1 2.5" 6063-15 Num. TUBE (Cont.) • - (2) 1/4' x 4" LAG SCREWS 0 EACH S7163 (M1131110TH OF $TUD, 2 kfin. NOMINAL) AND W/ 2 Min. PENETRATION INTO COSTING STUD. x 3 LONG LAG SCREWS 0 6' 0. C. 1 27/32 Mn. PENETRATION 10 ENS WG WOOD HEADER. Cont. 0 ALTERNATIVE 4 (Max. design load= +62. -66 o.s.f.) 7/4 0-20 S. S. BOLT W/ NUT OR 14 J/4" S. M. S. 0 12 0. C. Z.43 , . --T Cont. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS a 'n 4 •47 4 ::,* 1 • 2 0.-*• WOOD STUD 0 24 0. C. MAX. REWIRED. ALTERNATIVE 5 (Max. design load= +62. -66 o.s.(.) • 1.1.1.1.1.1..io.1.1..1.1114.1=. 1:1 11000 S7UD 4:0 24 0: C. MALL REWIRE D.' 7/8" • x 3/J2" WING NUT 0 EVERY STUD 0 12' 0. C. - ALTERNATE 0 4A /14 x J/4• S. S. • S. M S. 0 6" 0. C.--; • ALTERNATIVE 6 (Max. design load= +62. -66 D. S. f.) (SEE SCHEDULE) I f Tr SE7'AR WINDOW 01? S. G. D. Max. A1/4" 0 x J/4" S. S. L T W/ NUT OR 114 x J/4 S. M. S. 0 12 0. C. Cant (3 Cont. 1 1' x 4' , .125' (MM.) 6063-15 Num. ruse (Cont.) - (2) I/4" • Jr 4 LAG SCREWS • EACH STUD (AilOYADT)4 OF STUO. 2" Artn. NOMINAL) ANO w/ 2" min. PENETRATION INTO DISTING SIM • 0 / :4 Jr J/4' S. S. S.M.S. 0 6' 0. C. Il 1/4" 0-20 x 3/4 •5. S. BOLT I)/' 7/8' 0 x .32 WING NUT EVERY STUD 0 12 0. C. L Cont. - (2) 1/4' 0 x 4' LAC SCREWS 0 EACH S7110 OREAMOTH OF STUD, 2' Min. NOMINAL) AND W/ 2' Mkt PENETRATION INTO COSTING S7U0. - 7 • a 4 z .125' Num. TUBE Cont. (606.3-13 ALLOY) PRODUCT REVISED as complying with the Florida Dniding Code Acceptance No 07-- 0 Expiration Date By Miami Dad uct Control Division . o 1.-ea co MIAMI-DADE COUNTY IL ECO INC. \ TUX TESTING & ENGINEERING COMPANY tage 1(2. 3010. 18.. Oa. 117. MONA OWIDINS. ROM 3311118 Pew. : (.1133)1171- 1 . 1110 : (30)571 -1&11 CB-0006719 WALTER A. 'OUP Jr., P. L FLORIDA Uc. 1 441 67 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC. 7272 KW. 257n STREET FLORIDA 33127 ICY. 110 - 111:01:1111.1100 OLD 01*-•/0 0401110VC ICI CV. 166 11/1.1.41 I • OCIC11111011 OAR AS SHOWN SCALE 6/12/02 DATE 02-355 DRAWING No SHEET 7 OF 8 5 /8'•- Min; WOOD TRUSSES OR RAFTER 0 24' 0. C. REWIRED ALTERNATIVE 3 (Max. design load= +62. -66 o.s.f.) TION DETAILS ON WOOD BUILDINGS Cont. 4' x J/16 606J -75 Mum. PLATE W/2- 5/160x J' LAG SCREWS TV EACH RAFTER OR TRUSS LOCATE SCREWS AT A DN1DTH OF EX67WNG •000 MEMBER (2' Mn. NOMINAL W10T11) W /2" Win. PENETRATION. IL ECO INC. \ TILIJT TESTING & ENGINEERING COMPANY PANY M15 N.W. 3W. 111_ Eli 217. MIVM 011004 11.0 331M Prom (212e)n1 -1520 . 1.: (20e)1171 -1531 EB- OD06719 WALTER A. TILLR Jr.. P. E. FLORIDA Lic. f 44167 t /4' • r 3' LONG LAC SCREWS • 4' a C. w • , 1 140+ PENI7RATICH MOOD SEAM - 2.000' ALTERNATIVE 1 (SET SSE) FOR AM. SEPARATION "S TO MASS OF WINDOW OR S C. D. (Max. desion load= +62. -66 D 5 f.) (Max. design load= +62. -66 o.s.f.) CEILING & FLOOR MOUNTING INSTALLATIONS - SECTIONS B SCALE: 1/4 - 1' ICA x 8 (M /n.) EXISTING WOOD BFAAt REOUREO S7RUC 9(IW AD£O R(O of EXISTING ROOD &Am ro BE CERnnLD BY RECJSTERED ENGINEER OR ARCHITECT PRIOR TV SHUTTER INSTALLATION. By Miami Dad Division 4 3! Cont. ALTERNATIVE 4 2' x 6' WOOD DECK REWIRED 20 GAGE GALVANIZED STEEL STORM PANEL SHIELD SHUTTERS, INC 7277 N.W. 25th Strati' 14NM /, FLORIDA JJ 122 NCH MD p- 110 PWIlle1C 4/1.027 r. W. ol7tarla ITT a • PRODUCT REVISED as complying with the Florida Raiding Code v Z _ 0 61 �{ . o ti- Acceptance NO Espiration Date kWh o o 5 / •0" roduct Control MIAMI -DADE COUNTY AS SHOWN SCALE 6/72/02 DATE 02 -355 DRAWING No SHEET 8 OF 8 2 1 ,4_1 let avow WOOD HEADER REWIRED (SEE SCHEDULE) FOR Min. SEPARATION S" TO GLASS OF WINDOW OR S. G. D. ALTERNATIVE 7 7 /4: I -20 'ELCO male/female PANEUATF 0 12' 0. C. W / 1 7/8' Min. PENE7RAT$ONN l /I' 0 - ELM mole / %mole .PANELJNTE 'O 12 "0. C. W/ 1 7/8' Min. PENETRATION (Max. design load= +62. -66 D.s.f. ) NOTE roR COMBINAnON OF sECnONS : WALL/FLOOR /CEILING MOUNTING SECTIONS GIN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. /Arai m 4 4, 11 0 O 0 0 1� h 4 2" x PLATE REOUIRED 0 n 0 REDUIRED (SEE SCHEDULE) FOR Min SEPARATION S' ro GLASS OF wANDOw OR S. C. D. ALTERNATIVE 8 (Max. design load= +62. -75 D.s .f,1 SCALE' 1/4' - 1/4 V. 7 LONG LAG SCREWS O 6 O. C w/ 1 27/.32 Alin. PENETRATION n. 7/8' • • J/J2' WWC NUT 0 EVERY STUD 0 12' O. C 1/4' • • 1 t/2" TRUSS • HEAD MACHINE SCREW O m 0 12'0. C. Cont. SEE DE7. X/4 1/4' 0 x J" LONG LAC SCREW'S O 8" O. C. w/ 1 27/J2 Min. PENE7TUnOW OR 1/4' 0 -20 LIDO mole/Y•enai PANELM4TE 0 8' 0.C. w/ 7 7/8' Min. PENE7RATIxN 7O DOS7TNC WOOD PLATE WOOD TRUSSES OR RAFTER 0 24' 0. C. REOUIRLD / 74 • J /4' S. S. S. M. S. 0 6' 0. C. (SEE SCHEDULE) FOR Mm. SEPARATION S TO GLASS OF WlNOO W OR S. C. D. ALTERNATIVE 2 (Max. design load= +62. -66 o.s.f.) -- (SEE sairo LE)- FOR $ n. SEPARATTOW 2S' To CLASS or WWDOW OR S. C. O. WALL MOUNTING INSTALLATIONS - SECTIONS A ALTERNATIVE 9 NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS W1171 DESIGN LOADS AND PANEL'S LENGTH AS INDICATED FOR EACH AL IERNAT E. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 1, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. J. FOR NEW *000 FRAME CONSIRUCT70N: *00D MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. (Max. design load= +62. -66 o.s.l 1/4' 0-20 x J /4' S. S. BOLT W/ 7/8' I x W7NC MIT 0 EVERY STUD O 12' 0. C. Cont. x 4' r 1/8' (Min.) 606J -I3 Alum. TUBE w/ (2) 5/16'0 x4' LAC SCREWS TO EACH RAFTER OR TRUSS LOCATE SCREWS AT M/Di101H OF EXLSTTNC *00D MEMBER W PENETRATION. TIN / 2' . 00 h � 0 6 1/4' • x J' LAC SCREWS 0 6' 0. C. W/ 127/J2 Min. PENETRATION 0 M101410771 OF PLATE - INSTALLA EXISTING /14 x 1/2" SMS --' 0 " 0. C. (SEE SCHEDULE) -- FOR Min. SEPARATION S• To CLASS or W7NOOW OR 5. c. D. _ • • : • rl? pJ pl ' ----. .-; ■•••••••............11*VJ *P. ■••••...........PW•■••••,....•........+•••■■ •-• ...• i : ... ''..... ... .. . -- .-. ^ ' ••-,- 1.................''C.........:M.M...MISN..7017.7.1•••WrOt....., ; • . b t ;.:77;‘ ';',' ''• ":, 1 f . ......../........... ..,-.....-....*.^...■-1...,.....rwe................x..■•■•••••.........""*.masi .1a....••••••••■•■•7••■••■.... 1 ; i 0 CC,...iP1..:A1:_-::,1: :: •';....:.!1: 1, : AND CDU!1TY i 1.,i;12 . :.' s, :"..':':: "i'.•:-.....',:;_A;i'' SI:ORES V1L.I.P.CE AS7,Ui,';'_S ?.-.C. `,....T.!"'CiCi7311.MES FOR ACCUUCI OF OR R', cir:iip'ofe,-,r. WITH '11-1E. SOIIII FLORIDA Bliit:On f.',f2DE AS ADOPTED BY MANI1 SIOES VIIAGE. IS RI-.0.1jIRLD. 11-1E AHUOillf;1, PAOLI; ,7 _,. S.IB I CONIAGTORS ARE. CliAfiLiE.D WITI1 111E OWE Of All_ BUILDING REGULATIONS WOAD OR 1401 SPECIF1CALLI INDICATED RUIN.