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289 NE 102 St (11)Date 1 Owner's Address My Commission Exp PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address c7 A/5 7D Tax Folio l7— ?2-- v4 Le.. Description Historically Designated: Yes No / Tenant /t)74 — A_Kc7 ` S CS ! 1 S Contracting Co. 62./-2 (�L Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): : UILD t► : ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /n,7t.��j� 7�1TD eQ / �� Square Ft. Estimated Cost (value) 300 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S 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. Signature ' er . C on d o P res id en t Date Signature of Contractor or Owner- Builder Date U& o P o-e-'ti S FEES: PERMIT /00 / APPROVED: RADON Address Master Permit # 7,2./, Phone ? d T 7 sf7 f9; 9 $ ) Notary as to Contractor or Owner- Builder Date My Commission Expires: C.C.F. bp NOTARY S BOND � TOTAL DUE / 0 S 6� ,i n' Zoning Building ' 4 'I i&O Electrical Mechanical Plumbing Structural Engineer MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Jacksonville FL 32226 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0318.03 Expires:10 /10/2002 Approved: 07 /01/1999 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 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 Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Internet mail address: postmaster ©buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No. : 99- 0318.03 APPROVED JUL 0 1 1999 EXPIRES 10/10/2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. It approves a 20 Gauge Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96- 20GA01, titled "20 Gauge Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, 1997, last revision 42 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy ACM P.E. - Product Control Examiner Product Control Division 2of Date Name of Building Official Name of Municipality Address City, State, Zip Re: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir: We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STORM PLY SYSTEM under the 99- 0318.03. This letter authorized to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 99- 0318.03 to be used at the Following job: Name of Owner Jobsite Address Southeastern Metals Manufacturing Co., Inc. Since Authorized Signature from Notice of Acceptance Holder AL THOMAS, VP OF OPERATIONS Print Name and Title 11801 Industry Drive • P. O. Box 26347 Jacksonville, Florida 32218 1 (800) 874 -0335 • (904) 757 -4200 JIM HORTON, Design and Development Engineering Director initials Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No.: 99- 0318.03 APPROVED J U I 0 1 1999 EXPIRES 10/10/2002 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 documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies; shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. akar, P.E. - Product Control Examincr Product Control Division 3 of 3 .750' i i POSITIVE - 455 NEGATIVE - - 77.5 1 7/8' 1 7/8' ( 'M) ® TYPICAL 20 GA GALVANIZED PANEL u+ YO. °.050 .Pm - 0475 1 - 1.475• -H I - .75D' O ALUMINUM HEADER CHANNEL DETAIL 15.575' 13 COVERAGE 1 -6 1/2' I 3 1 /4'x. 4 0.114 --y D.ne a 44.29' 090 R �-1 F•••- 1 7/8' T T � 250.5 .500• 750' 5/s CLINCH 51130 I1- At1t11aaY .175 - 1-300' L116111=■ 2.000' 03 STUD ANGLE QN110A1 NOlTS 1. OAS 9501710 6 0E904E0 N ACCORDANCE NTH 116 50U1N noR1077 eut.oNC 0000. 1004 (0MN. AND 1N[ 1054 B0ONMD CO.N7Y EDO0N. 7. P090VE AND NECA81V0 0[994 PRESSURE CALCUTAIICRS 97ALL DE PCRr0LUC0 N ACCORDANCE 04171 ASCE 7- 06 'MNIUUO DE90* LOADS FOR 60R0N(S AND DINER STRUCTURES'. 3. 5100 PANELS Pull 0E AND 70 GAU0. C*LVAM2ED (00356') CP47001040 10 A510 4453 51RUC1NUAl GRADE 37 M1HA WIN. FE • 3709. ALUNNW (011619065 9141 DE 6013 -16, U.O.N. 4. PRODuCI OARDNC5 91A1. 0E 7111.0 17' Or ONE ENO Or 161 PANEL MM NN. Or ONE WARRING PER PANEL AND SHALL BE LABELED AS FOLLOW& 5001ACAS1ERN UE1AL5 WANUPACTURINC 004 NC. JAO(SONVEL(. RONDA 0ADE COUNTY PR000CT CENTR0. 4PPROVEO - 0. 10 KU METRO-DADE KUIR/CANE COOL. 0(NrOR0.0 PANELS MM 511701 BOLTS AND SARNC NUTS AT YID - SPAN SECURED AT EVERY LAP .081. 6. ALL 50.15 1410 RAPIERS PULL (1E GALVANR(0 W STAINLESS STEEL NM A 001W0 77 - 33 89. 7. MAMMAL 5PC07CARWS NOTED HEREIN ARE 1AC UAM!(ACNRCS REPRESENTATION OF NAIERULS TD BE USED N PRODUCT 1051IN0. 0. TOP B 001100 DETAILS s.om NAT BC Ni(0CNAN0.0 AS FIEIO CON011045 NOCATE. PANELS MAY OE '400N7(0 H99210NTALLY NACRE APPLICABLE. 9. THE DETAILS AND SPECnG110NS 91000 HEREIN REPRESENT LAC PRODUCTS PROPOSED r91 MPACT. CYCLIC AND UNIFORM 51411[ AR PRESSURE 70500[ IN ACCORDANCE MM DAD( CONTY PROTOCOLS PA 701. 002. PAO 203. DESCN 6 BASED ON CTC TEST REPORT N0 10 NASSAU/ ALLOWABLE DC901 LOAM 5/8' HOLE (TYP) 1.375' REF. 86' SILL 0 1.000 . ' 2.000' ®PATIO SILL DETAIL, { 68" SILL f p t 11 11 44' SILL 3 1/4' -+1 o6 T /2-1.6 1/2:7.6 1/2'1. 6 1/2.6 7/8 � 6 ANCHORS O 1 1 I I I �I 56' 551 n 11 II • 6.50• -+ 6.50'414-6.50'-4 5.50'1. 6.50'41 6 ANCHORS -. 13.00 . - 13.00'-1- e6' 5111 I • • • • • • • ° ° • • HEADER CHANNEL LAYOUT H 8 ANCHORS U 4 17 A 2.50'-. - 1 13.00• -4 13.00' -1~ 13.00' HOLE LEGEND 10 ANCHORS 5 11 II 7/8 5 5/16' SLOT 12 ANCHORS (TYPICAL) • 7/160 THRU HOLE • CLINCH STUD I I 1 I 6.50 6.50'+ 6.50 6.50'4 6.50 6.50'4 6.50'41 6 ANCHORS 7.50'-.1 1.- 13.00• ---+- 13.00' 1.- 13.00 --+- 13.00' -4- 13.00• 6e' SILL 1 • • • • • • • • 1 • • ° • • • • • 14 6.50'4 6.50'4 6.50'4 6.50'+ 6.50 6.50'4 0.50 6.50'4 6.50 "41 10 ANCHORS 13.00• +- 13.00 -- - (7.00 13.00' - f- 13.00' --.1 14 6.50 6.50'4 6.50 6.50'4 6.50'4 6.50'4 6.50'+ 6.50'4 6.50'4 6.50 6.50'41 12 ANCHORS STUD ANGLE SILL LAYOUT 1 2 3 4 11 II t /2 SRN III 9400 NV1 90[. 90.7 Note: Reinforced panels with stitch bolts and spring out of mid -span secure �„ of each lop joint. 44" PRODUCT RENEWED ACCEPTANCE No. ?9 -A118 •P 3 EXPIRATION PATE / 0 • • -2002. BY / . .44.0I_ - • M - ! PRODU R•r'NTROL DIVISION ° • I BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY %%4/0 19 Q7 PRODUC 451501 DIVIS;ON 4 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q7 - OSDS,0 I FvPfl5 1 .. /Tog 06fo&L /b -2561- O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM) N S 1/4 o2' Elco Panel Mole Uoeonry Bolt ./1 1/4' Golr. Washer & Washered Winged Nul� T 1 Wood Bushing w /1'.1/4' /20 Hex Head Boll 1/4'01 Sidewalk Boll ©STUDDED ANGI F / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAMF) N.T.S 1 Rowl 1 Colt -in Anchor J Q wo Steel 1/4 [ Spring Nut Side*olk Bolt 4 g a 1/4' %1' 2 1'x4' 0.125' ar 2•.4'.0.175• Alum. Tube or roe P.T. Wood for Stud Fronting 0 16' 0.14 & 2'o6' P.T. Wood Stud From•))( 0 24. 0... J 2 1/4 4 1/2' Log Screw o 24' 0.14. Moe 0/4 O /4• Penctrolion in Center of Studs •1)415 DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS 1 if s 077 1/ (LCO PAWL 00144 501114 CCU 0111 1 /•' CAIN. 1119015 a •/9.5[0 .w20 ■ •'/40 M!f 'n SOCA 0.l9W 1/4 RAM. CATS -N ANOw n S ! 1/4'' (*0501• SCAT (]/ . HEAD) 1/4 CD*CM1t On( NAIL 0114 CIP.SON /470001 Dy PRODUCT CONTROL DI\ C\ I P•1.0/4C/ I Q BUILDING CODE COMP WOFF1C 1/4'4 i/2' Concrete� 1/4 4AX I Done Non w/ 1' Expansion Anch Q I 0 N � 5/6' 01 i I Sidewalk Boll Steel Spring Nut u r s 1/4'x1' _ per 1/4'x2 1/4' Topcon w/Hee Head Screw I- - Q © HEADFR / STUDDED ANGI F MOUNT SYSTFM STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T_S C N.T.S •MO1 ANAS•&L 005 0 11/14 11x4114 oRr, W 10 ••001 AVAI1 7011 I4 PARR 14111 101 10.10* 0.021 ONLY •012 u• ac 9•/0414 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 199 BY PRODU TROL DIV!S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No. C1"] - ARO 51) I ANCHOR SCHEDULE (MIN r EDGE DISTANCE] 24172 r m.5 s15u41u5[ ”40.01 1+Pt 7r.oNa t.) 1 /4e MR C.A. (3/... C01 0&.Au �� u 1/4 1 /•' 1u O. 1.. lcto 5022 r 1 ry• wetw[N4 47 as 142.1.0* P MR GI % % -M 0.02[ µw 0 . • 1 /•'n' 0t.Au GOO (] /i a KO)) -- f U 1/� 'a• Rco 7441 4A1L 10057501 UM 1 1/ • 7.0111-5/9.. t .097060 Mao nut •• It=1.1111111111112 LP FvPfl5 1 .. /Tog 06fo&L /b -2561- O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM) N S 1/4 o2' Elco Panel Mole Uoeonry Bolt ./1 1/4' Golr. Washer & Washered Winged Nul� T 1 Wood Bushing w /1'.1/4' /20 Hex Head Boll 1/4'01 Sidewalk Boll ©STUDDED ANGI F / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAMF) N.T.S 1 Rowl 1 Colt -in Anchor J Q wo Steel 1/4 [ Spring Nut Side*olk Bolt 4 g a 1/4' %1' 2 1'x4' 0.125' ar 2•.4'.0.175• Alum. Tube or roe P.T. Wood for Stud Fronting 0 16' 0.14 & 2'o6' P.T. Wood Stud From•))( 0 24. 0... J 2 1/4 4 1/2' Log Screw o 24' 0.14. Moe 0/4 O /4• Penctrolion in Center of Studs •1)415 DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS 1 if s 077 1/ (LCO PAWL 00144 501114 CCU 0111 1 /•' CAIN. 1119015 a •/9.5[0 .w20 ■ •'/40 M!f 'n SOCA 0.l9W 1/4 RAM. CATS -N ANOw n S ! 1/4'' (*0501• SCAT (]/ . HEAD) 1/4 CD*CM1t On( NAIL 0114 CIP.SON /470001 Dy PRODUCT CONTROL DI\ C\ I P•1.0/4C/ I Q BUILDING CODE COMP WOFF1C 1/4'4 i/2' Concrete� 1/4 4AX I Done Non w/ 1' Expansion Anch Q I 0 N � 5/6' 01 i I Sidewalk Boll Steel Spring Nut u r s 1/4'x1' _ per 1/4'x2 1/4' Topcon w/Hee Head Screw I- - Q © HEADFR / STUDDED ANGI F MOUNT SYSTFM STUDDED ANGLE / TOP & BOTTOM MOUNT SYSTEM N.T_S C N.T.S •MO1 ANAS•&L 005 0 11/14 11x4114 oRr, W 10 ••001 AVAI1 7011 I4 PARR 14111 101 10.10* 0.021 ONLY •012 u• ac 9•/0414 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 199 BY PRODU TROL DIV!S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No. C1"] - ARO 51) I ANCHOR SCHEDULE (MIN r EDGE DISTANCE] 24172 r m.5 s15u41u5[ ”40.01 1+Pt 7r.oNa t.) 1 /4e MR C.A. (3/... C01 0&.Au �� u 1/4 1 /•' 1u O. 1.. lcto 5022 r 1 ry• wetw[N4 47 as 142.1.0* P MR GI % % -M 0.02[ µw 0 . • 1 /•'n' 0t.Au GOO (] /i a KO)) -- f U 1/� 'a• Rco 7441 4A1L 10057501 UM 1 1/ • 7.0111-5/9.. t .097060 Mao nut SEMCO STORM PANEL FACTS • The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code listed by Metro Dade County Florida, U.S.A. Tested by one of the toughest construction standards worldwide. Wind and hurricane storm panel protection is mandatory in Dade, Broward and Palm Beach counties and is also building code recognized nationwide, particularly in coastal or high wind regions. • Regular carpenter tools listed in the installation instructions are all that you need for Do -lt- Yourself Storm Panel Applications. • Our storm panels system has been tested with a variety of alternate fastening hardware for both concrete. masonry, stucco, block or wood frame application. • 1) Tapcon screws into concrete masonry. 2) Lag screws into wood framing and 3) Sidewalk or hex head bolts secured by a tamp -in masonry or concrete anchors are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both storm panel mounting systems. • The detailed installation instruction pamphlets are available in English and Spanish. They provide easy to follow, step by step instructions. The bilingual material selection guide located in the installation pamphlets will provide available size and quantity take -off information necessary to confirm your materials. • Our system utilizes standardized 44 ", 56 ", 68 ", and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and door openings. • The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. This secures both panel layers together. • The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. • When pre - drilling for tamp -in anchors and accidentally break into an open cell of the concrete block, the expansion tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. • A 1/8" pilot hole for wood frame construction or 1/8" pilot followed up by a 'A" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between 1 "- 1 -1/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. • When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications. • The product placement form, located in the detailed installation pamphlet, will record the number of labeled or numbered panels required for each opening by its specific intended location. • Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color to accent and conceal mounting hardware. See your paint specialist, different types of paint tend to require special attention. • A minimum 2" edge distance for concrete or masonry opening or' /." edge distance for wood frame openings are required to insure correct fastener edge clearance. • Storm panels provide hurricane protection without lapping past the window opening. • A wing nut driver tool is available for both screw gun and hand ratchet screw driver. • To meet building code standards, after the initial mounting hardware is applied, storm panel systems are designed to be installed without the use of special power tools. • In areas where storm panels are required by building code and also for existing buildings constructed in code required regions, typical mortgage insurance premiums are sufficiently reduced when the application of approved storm panel protection is provided. • The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110 M.P.H. wind born water and flying debris protection. • Approved fasteners for proper installation are critical to confirm building code requirements. • Furring is a means of adding a spacer to set out away from the wall or glass of a window. • Proper care in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY. Ideally, panels should be stored in an indoor area. If indoor storage is not available, extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rain, snowfall, or condensation. Whether storing indoors or outdoors, the panel stack(s) should be stored off of the ground on wooden blocks, with one end slightly elevated. A loose canvas tarp or waterproof paper should be placed over the stack(s) but never tightly secured to the ground in order to allow proper airflow to occur. Plastic tarps should never be used. The plastic will only create and hold condensation. • The 20 Gauge Galvanized Steel Storm Panel System was tested at +71.5 PSF and —55.0 PSF and with a maximum of impact deflection 2 -5/8 ". Deflection is the minimum clearance required from window to the panel. Wind forces are defined at pounds per square foot in pressure and vary with height and location of the building. • SEMCO maintains a toll free technical support Hot Line 1 -800- 737 -7327 or 1- 800 -SE -SPECS with a team of qualified technicians. Monday through Friday, 8:00 am to 5:00 pm EST. Providing information on building permitting, custom lengths, special applications and general "How To" information. Building permitting forms are available where storm panels are purchased. 5/25/99 • METRO DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE All American Supply Company 9820 S.W. 120th Street Miami FL 33176 Your application for Product Approval of: Component Approval - Out - swing Raised Panel Wood Door Slab - Various Models 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. (For listing, see Section 8 of this Notice of Acceptance) 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 Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 1126.17 Expires:02/20 /00 Approved:02 /20/97 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Rau Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County All American Supply Co. ACCEPTANCE No.: 96- 1126.17 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a component consisting of a door slab(s) for use interchangeably with the Dade County approved system(s) in Section 3 of this approval. This component may only substitute the Series 2130 Out - Swinging Raised Wood Panel Doors, per NWWDA I.S. 6 -91 . 1.2 Model Designation: Out - Swinging Raised Panel Wood Door Slab of the following models: Model #S5C34, 4 Panels; Model #S7C36, 6 Panels and Model #S9C38, 8 Panels. 1.3 Overall Size: 36" wide x 80" high x 1.77" thick 2. MATERIAL CHARACTERISTICS 2.1 Glazing: None 2.2 Door Leaf Construction: Stiles and rails are solid wood construction of either one of the following wood species: a.) South American Grey Wood - Mara Blanca (Cedrelinga cateneaformis) or b.) South American Cedar - Cedro (Cedrela sp.) or c.) South American Amazonic Oak - Roble, Tumi, Trebol, Sorioco (Amburana cearensis) or d.) South American Mahogany - Caoba,.Mogno, Mara (Swietenia macrophylla) or e.) South American Possumwood - Ochee (Hura crepitans L.) f.) South American Banak - Gabun (Virola sebifera Aubl.) For specifications on different door models, see pages 2a thru 21. 3. LIMITATIONS: 3.1 This units are approved as equal alternates to Series 2130 Out- Swinging Raised Wood Panel Wood Door, per NWWDA I.S. 6 -91 Douglas Fir Slab, to be used in outswing door systems with approvals under the auspices of FLBMDA's system: 95 -0003. See Section 8 of each system's approval for verification of above system number. 3.2 This unit shall be limited to the same Design Pressure as the original system: +48.3 psf; -63.4 -psf. 4. INSTALLATION: 4.1 See each system's Notice of Acceptance, specified in section 4.1. APPROVED . FEB 2 0 1997 EXPIRES : FEB 2 0 2000 5. IDENTIFICATION: 5.1 The door slab shall bear a permanent label, at the door inside edge, issued by FLBMDA with the manufacturer's name or logo, city and state and the following statement: "Dade County Product Control Approved ". 6. USE: 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Door system's Notice of Acceptance. Man el Perez, P.E., P1. ,J xaminer II Product Control Division • All American Supply Co, NOTICE OF ACCEPTANCE: 2.2(a) Door Leaf Construction. continued: product Type and Series: Model S5C34 Raised Panel Door 4 Panels Configuration: Single Slab Dimensions: 1.77" x 36" x 80" Corner Construction: Top Rail: 1.77" x 31.25" x 7.67" Mortise and Tenon .31" thick x 2.36" wide x 2.95" high. I3ottom Rail: 1.77" x 31.25" x 7.67" Mortise and Tenon .31" thick x 2.36" wide x 2.95" high. Lock Rail: 1.77" x 27.63" x 5.7" Butted with two .629" dia. x 4.72" long wood dowels 2.36" penetration into the stiles left and right. Intermediate Rail: N /A. Stiles: 1.77" x 4.72" x 80" jnfill Panels: 1.37" thick Size: 10.9" x 38.85" Two (2) 10.9" x 23.03" Two (2) Mullions: Size: 1.77" x 4.7" x 38.85" 1.77" x 4.7" x 23.03" All mullions incorporate butt construction and two (2) .629" dia. x 4.72" long wood dowels 2.36" penetration into the rails top and bottom. - 2a - ACCEPTANCE No.: 96- 1126.17 APPROVED : FEB 2 0 1997 EXPIRES : FEB 2 0 2000 SPECIFIC CONDITIONS 1915mm. .364 a E 0 /. ,......��L Manu; I Perez, P.E., Plans • iner II Product Control Division All American Supply Co. ACCEPTANCE No.: 96- 1126.17 NOTICE OF ACCEPTANCE: 2.2(b) poor Leaf Construction. continued: Product Type and Series: Model S7C36 Raised Panel Door 6 Panels Configuration: Single Slab Dimensions: 1.77" x 36" x 80" Corner Construction: Top Rail. 1.77" x 31.25" x 4.72" Mortise and Tenon .31" thick x 2.36" wide x 2.95" high. Bottom Rail; 1.77" x 31.25" x 7.67" Mortise and Tenon .31" thick x 2.36" wide x 5.11" high. Lock Rail; 1.77" x 27.71" x 4.72" Butted with two .629" dia. 4.72" long wood dowels 2.36" penetration into the stiles left and right. Intermediate Rails: Three (3) 1.77" x 27.71" x 4.72" Butted with two .629" dia. x 4.72" long wood dowels 2.36" penetration into the stiles left and right. Stiles: 1.77" x 4.72" x 80" Will Panels: 1.37" thick • Size: 10.9" x 11.29" Two (2) 10.9" x 23.62" Two (2) 10.9" x 23.03 Two (2) Mullions: Size: 1.77" x 4.72" x 11.29" 1.77" x 4.72" x 23.62" 1.77" x 4.72" x 23.03" All mullions incorporate butt construction and two (2) .629" dia. x 4.72" long wood dowels 2.36" penetration into the rails top and bottom. - 2b - APPROVED EXPIRES SPECIFIC CONDITIONS FEB 2 0 1997 FEB 2 0 2000 91 jmm. 36in N / 39C36 • a " Manu 1 Perez, P.E., Plan 4 aminer II Product Control Division All American Supply Co, ACCEPTANCE No.: 96- 1126.17 NOTICE OF ACCEPTANCE: 2.2(c) Door Leaf Construction. continued: Product Type and Series: Model # S9C38 Raised Panel Door B Panels Configuration: Single Slab Dimensions: 1.77" x 36" x 80" Corner Construction: Top Rail: 1.77" x 31.25" x 4.72" Mortise and Tenon .31" thick x 2.36" wide x 2.95" high. Bottom Rail; 1.77" x 31.25" x 7.67" Mortise and Tenon .31" thick x 2.36" wide x 5.11" high. Lock Rail: N/A Intermediate Rail; 1.77" x 27.71" x 4.72" Butted with two .629" dia. x 4.72" long wood dowels 2.36" penetration into the stiles left and right. Stiles; 1.75" x 5" x96" Jnfill Panels: Eight (8) .1.37" thick Size: 12" x 14.44" Mullions: Size: Four (4) 1.77" x 4.72" x 14.44" 7. TEST PERFORMED: - 2c - APPROVED : FEB 2 0 1997 EXPIRES : FEB 2 0 2000 SPECIFIC CONDITIONS 915mm. 36;n / J N. 5903 • T EI E 1 ‘ ,4 Manu Perez, P.E., Plans amtner II Product ontrol Division • • • All American Supply Co. ACCEPTANCE No.: 96- 1126.17 APPROVED : FEB 2 0 1997 EXPIRES : FEB 2 0 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7.1 This approval is based on Comparative Inspection Reports (see Section 8) with testing performed by Florida Lumber and Building Material Dealers Association, Inc. (FLBMDA) and approved by the Product Control Section under approval number 95 -0003. 8. EVIDENCE SUBMITTED: 8.1 Material Certification: 8.1.1 This approval is based on the following Comparative Inspection Reports: Model Report No. Company S5C34 Raised Panel Door 4 Panels S7C36 Raised Panel Door 6 Panels S9C38 Raised Panel Door 8 Panels 8.1.2 Release letter issued by the Florida Building Material Association, dated October 10, 1996 certifying this product to meet the criteria of product tested and approved and allowing All American Supply Co. to use test results approved under Dade County approval #95 -0003, signed by Mr. William B. Carson. 8.1.3 Acknowledgement letter by Southern Aluminum Manufacturing Inc., dated October 30, 1996, signed by Ms. Diane Mourin 8.2 Drawing: 8.2.1 Manufacturer's parts and section drawings. ' 9. COMPARATIVE ANALYSIS: N/A CTLA -132W Certified Testing Laboratories CTLA- 132W -1 Certified Testing Laboratories CTLA- 132W -2 Certified Testing Laboratories 10. TYPICAL ELEVATION: For elevation of each door model, see Sections 2.2(a) thru 2.2(c) of this approval. -2d- // • Man gel Perez, P.E., Plans Paminer II Engineer Ramesh Patel, P.E. Ramesh Patel, P.E. Ramesh Patel, P.E. Product Control Division • • • • All American Supply Co. ACCEPTANCE No.: 96- 1126.17 END OF THIS ACCEPTANCE 3 APPROVED : FEB 2 0 1997 EXPIRES FEB 2 0 2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(m) and this last page 3. Items 10.11 & 12 listed below only apply to glazed products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window silts shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manuel Product erez, P.E., Plans ontrol Division aminer II CI t; 5565tit.; I :NOtitl CIHA I UO211 CI abed AILAmericau Supply Co, 2.2(d) I tburj4. arS&Rjan' tructi tinu Product.Typ niI Series • Model # 340S Single Light Door w/ 2 Raised Panels Confiturntion- Single Slab Dimensions: 1.77" x 36" x 80" • Daylite Opening:. Dimensions: 16.375" x 38.750" Corner Construction; innaaii; 1.77" x 31.25" x 6.49" Mortise and Tenon .31" thick x 2.36" wide x 2.95" high. Bottom Rail. 1.77" x 31.25" x 8.50" Mortise and Tenon .31" thick x 2.36" wide x 2.95" high. Lock Rail; 1.77" x 31.25" x 6.49" Butted with two .629" dia. x 4.72" long wood dowers 2.36" penetration into the stiles left and right. Intermediate Rail: N/A Sias: 1.77" x 6.49" x R0" Intl!' Panels:. .1.37" thick Size: One (1) 24.00" x 48.03" Two (2) 9.05" x 1159" Mullions: Size: One (1) 1.77" x 6.49" x 12.67" Mullion incorporate butt construction and two (2) .629" dia. x 4.72" long wood dowels 2.36" penetration into the rails top and bottom. Mo1dan Size: Various • - - - ACCEPTANCE No.: 96-1126.18 APPROVED : FEB 2 0 1997 EXPIRES : FEB 2 0 2000 9 13r. Manuel crez, P.E.. Plans Ex Product Control Division ••• 6:6e 66-9Z-17S iner t7LS qor IW te:6 66i9Z /170 99SSZS0E SMS 938 MS :/q was Ve'd. Cie abed AI American Supply Co. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TEST PERFORMED: 7.1 This approval is based on Comparative inspection Reports (see Section 8) with testing performed by Florida Lumber and Building Material Dealers Association, Inc_ (FLBMDA) and approved by the Product Control Section under approval number 96 -0045. 8. EVIDENCE SUBMITTED: 8.1 Material Certificatiioni 8.1.1 This approval is based op the following Comparative inspection Reports: Model SVC36 Single Light Door .6 Panelg 340DX Single Light Door 2 Panels 340S Single Light Door 2 Panels Rim or French Door Full Light 8.1.2 Release letter issued by the Florida Building Material Association, dated October 10, 1996 certifying this product to meet the criteria of product tested and approved and allowing All American Supply Co. to use test results approved under Dade County approval #96 -0045, signed by Mr. William R. Carson. 8.1.3 Acknowledgement letter by Southern Aluminum Manufacturing Inc., dated October 30, 1996, signed by Ms. Diane Mourin 8.2 prawingd 8.2.1 Manufacturer's parts and section drawings. 9. COMPARATIVE ANALYSIS: N/A 10. TYPICAL ELEVATION: For elevation of each door model, see Sections 2.2(a) thru 2.2(d) of this approval. ST99SSZSGST:HoHA QHAI33311 6Z:60 66 -9Z -178 • . . • 'LS 4or VVLZ:6 66 /9Z /170 Report No. Company CTLA- 132W -3 Certified Testing Laboratories CTLA - I32W -4 Certified Testing Laboratories CTLA- 132W -5 . Certified Testing Laboratories CTLA -1 32W -6 Certified Testing Laboratories Ramesh Patel, P.L. - 2f - ACCEPTANCE No.: 96-1126.18 APPROVED : FEB 2 0 1997 : FEB 2 0 2000 EXPIRES Manuel ' -rez, P.E., Plans F Product Control Division Engineer Ramesh Patel, P.E. Ramesh Patel, P.E. Ramesh Patel, P.E. incr it E 499SSZSOE l S31VS 038 MS :Aq .uvS 4