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1480 NE 102 ST SHUTTERS1 Legal Descriptirn E��Leffiee /I Ow.nees Address i PERMIT APPLICATION VOR MIAMI SHORES VILLAGE Job Address f ��� iV f �o� _ �! Tax Folio 3,-2 0 Jam"' 40A y— OA 460 �•�� Kistorically Designated: Yes No y� 14KCr69 AI-E. MA 6'7— /W/W/o/ Contracting Co. J.6 4. 8 SIV14/7T��G ,S Queer State # Architect/Eng Bonding Com Mortgagor_ Permit Type WORK DES Square Ft. ,_ Master Permit # Phone 3476-- 7 6 4— f1600 8 0 y 7 -254 - l Wag, Phone Jv57—a.2.%i.3 — 2oi • Municipal # -V "365'Al 70 Competency #/�13SC03 `S% Ins. Co. ( o& 744 141f- /R -W(;'• Add= , yli��y� y e - Addr+ess -- ELECTRICAL PLUMBING MECHANICAL 57,eb r O^.l ROOFING PAVING FENCE SIGN elK v rr4 Estimated Cost (value) `7_ Sk i 00 WARNING TO IWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWI FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is h 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 13 meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL. PLUhIBING, SIG qS, POOLS, ROOFING and MECHANICAL WORK OWNERS AFF]D !T: 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 Si a of wn d/or Condo President Signature of Contractor or Owner Builder Date y�yk NotKis to Own an or Condo to y a Notars to Contractor or Owner - Builder Date My - : =Vr ki AMA My Co aemu� iii *m , •. 1 c: 794486 EE DEMA RIA _ YMMSION CC 794486 2x200 �� de rnrimre = EXPIRES: December 2,2()02 Swdsd Thia No" Pa6Ga Undwwftm FEES: PERNIlT RADON C.C.F. NOTARY D BOND APPROVED: TOTAL DUE_ / zoning Building,_ Electrical Mechanical Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED OIj THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. �(� J 0 �7 i' oa y-- ®a 6 o STATE OF FLORIDA: COUNTY OF DADE: 0IR202686 2001 APR 24 12.*05 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property # S6 2. Description of improvement: .5 SW/ rMes 3.Owner(s) name and address: I�l0fA%" 6!G l3R4T /yt*0 041-a- 149A S?' Interest in property: Name and address of fee simple titleholder: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: -- Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: S. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn to and subscribed before me this day of �L . N&Iveki LeeEw5F Notary Public Print Notary's Prepared by: &ZZ&.4, Address: My Commission Expires: 12W-W 104 S;- MIAMI DADE a PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. 7635 West 2nd Court Hialeah FL 33014 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 -2903 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2553 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION Your application for Product Approval of- (305) 375 -2902 FAX (305) 372 -6339 Extruded Aluminum 6063 -T6 Alloy, Slatted Accordion Type 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. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99-0217.05 1 Expires: 06/13/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. i 1 of 3 Approved: 05127/1999 rancisco 1. Quintana, R-A. Director Miami -Dade County Building Code Compliance Office Internet mail address: postmasteraebuildingcodeouline .com Homepage: http://www.buildingcodeonline.com MetalTech. Inc. ACCEPTANCE No.: 99- 0217.05 APPROVED MAY 271999 EXPIRES June 13, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This renews the Notice of Acceptance No. 95- 1122.03, which vas issued on June 13, 1996. It approves an aluminum accordion 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 aluminum accordion shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 9031, titled "MetalTech, Inc. ", prepared by Ramms Engineering, Inc., dated August 25, 1995, last revised on January 26, 1996, sheets 1, 3, 4, & 5 of 8; and on May 23, 1996, sheets 2, 6, 7, & 8 of 8, 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 aluminum accordion shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit 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 akar, P.E.- Product Control Examiner Product Control Division 2 of 3 MetalTech, Inc. ACCEPTANCE No.: 99- 0217.05 - APPROVED MAY 2 7 1999 EXPIRES June 13, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineehng 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. 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. j 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE wz,- - /%- N� Helmy A. Makar, P.E.- Product Control Examiner Product Control Division 3 of 3 8uild14rtg S!- <eQ Name ZAC-009 f C� %GaiQiT ist Rocr W1ndcws H.A.G. F: si T Irrd Fi4ar Windcws H.A_G. F> "/A AV/ Type cf Wark Rccr �tileans H..4G. Fs Total SgF1 _ Cnenincs T booe DA r rr 17 i3 �S �y Im C/ x S-0 Rio l3oZ x 6,.Z - 11w x Y6 2 6 6 x- R'a /-/ 7a x !a9 x 97 �� ! 3 A X �aZ vrr x k s8 s ! 3a x sa Iff( 36 x q6 j 6 6 x 116 !s- 5'y x y6 * ' 7 ' !dt b XX V6 V a76x 71 7 Sy x y6 9 Se-1 x i8 sy)< y6 16c -s,�� r ii�.�' Date: l (-/ 2,wl MetalTech Inc. is the Dade County Notice of Acceptance holder for; Bahama Shutter Slimline Accordion Econoline Accordion ✓Hurculine Accordion 20G Storm Panel 24G Storm Panel 24G Storm Panels .050 Storm Panel .060 Storm Panel Acceptance No: 98- 1228.04 Acceptance No: 00- 0118.10 Acceptance No: 99- 0224.03 Acceptance No: 99- 0217.05 Acceptance No: 99- 0519.07 Acceptance No: 00- 1207.03 Acceptance No: 98- 0304.03 Acceptance No: 98- 0728.04 Acceptance No: 99- 0217.07 S INC. This letter authorizes 10490 SW 66 ST- to use our above named product at lg3jbbi;e: 2l Cf��¢iZ�1 Ge-Z- IjC%T Thank you, Richard Buzzella kk "i�AC11" PAVILION® ENCLOSURE SYSTEMS HURRICANE SHURERS F U R N I T U R E 7635 West Second Court • Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -3480 • Toil Free: (800) 325 -3260 • FAX: (305) 823 -7785 SUNBURST I N T E R N A T I O N A L �s Homeshield - INDUSTRIES, INC.- SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM April 18,2001 Building Official To whom it may concern: We are the Dade County Notice of Acceptance holder for the 40mm Extruded Roll -up type Shutter under 00- 1207.01 This letter authorizes B&B Shutters inc. 10490 S.W. 66th St. Milani!, FL 33173 to use our 40mm Extruded Roll -up type Shutter Manually Operated under 00- 1207.01 to be used at the following job: Richard Gilbert 1480 WE. 102 St. Miami, FL-3-3--13-8- z Homeshield Industries, Inc. This form must accompany the application for building permit and shall become part of the permit documents. The authorized signature must bear the raised corporate seal of the company holding the Dade Couhty Notice of Acceptance. 3585 E. 10th Court, Hialeah, Florida 33013 DADE: (305) 691 -2888 e FL. TOLL FREE (800) 962 -5292 FAA.: (305) 691 -224 / (305) 691 -1265 NI I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Homeshield Industries, Inc. 3585 East 10 Court Hialeah ,FL 33013 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 -290S CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2553 CO\ rRAC rOR ENFORCEAIE \"I' DIVISION (305) 375 -2966 FAX (305) 375-2908 I'RODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 40mm Extruded Aluminum Roll -Up 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. /z//Ii 0 ACCEPTANCE NO.: 00- 1207.01 EXPIRES: 03/1272006 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. APPROVED: 03/01/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1\ 04S00011pc2000 1\temp1ates\notice acceptance cover page dot Internet mail address: postmaster Pbuildingcodeonline.com A Homepage: http :/hv-,r -Nv.buildingcodeonline.com 6 Homeshield Industries. Inc. ACCEPTANCE NO: 00- 1207.01 APPROVED: MAR 0 1 LU01 EXPIRES: 03/12/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1 SCOPE: 1.1 This renews the Notice of Acceptance No. 97,0912.05 that was issued on 03/12/98. It approves an extruded aluminum roll -up type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (S.F.B.C.) 1994 Edition for Miami - Dade County. For the locations where the pressure requirements, as determined by S.F.B.C. Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2 PRODUCT DESCRIPTION: 2.1 The 40mm Extruded Aluminum Roll -Up Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -361, Sheets 1 through 11 of 11, titled "40 mm Extruded Roll -Up Shutter ", prepared by Tilteco, Inc., dated 11/06/96, with no revisions. It is signed and sealed by Walter A. Tillit Jr. PE.bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date. These documents shall herein after be referred to as the approved drawings. 3 LIMITATIONS: 3.1 All permanent set components, included but not limited to embedded anchor bolts, metal shields, headers and sills, must be protected against corrosion, damage and contamination at all times. 3.2 Minimum separation from interior storm bar to existing glass to protect shall be 2 ". 3.3 Minimum slat engagement inside of sidetrack shall be 1 -1/2 ". 3.4 Slat orientation shall be concave side to the exterior. 4 INSTALLATION: 4.1 The extruded aluminum roll -up shutter and its component shall be installed in strict compliance with the approved drawing 5 LABELING: 5.1 Each unit 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 document required by the Building Official or the South F 'da Building Code in order to evaluate the installation of this syst Manu Perez, PE., Produ Ctrol Examiner Prod c sion -2- Homeshield Industries. Inc. ACCEPTANCE NO: 00- 1207.01 APPROVED: MAR 0 1 Z00i EXPIRES: 03/12/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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 filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Manue erez,.PE., Product Co of -xaminer Produ ontrol Division END OF THIS ACCEPTANCE -3- DESIGN WIND- LOADS IN P.S.FCASS ONE BUILDING 1 10 M.P.H. FASTEST MILE WIND SPEED 1.21 1.14 1.1 CON)U S WnH .11V51/ASCE 7.88 - 1 15' 0.6 45.08 42.59 40.43 a 36.83 34.15 314.15 20' (4) INTERIOR ZONE CONDITIONS 49.02 46.65 S 41.30 40.11 37.14 � %*M TRIBUTARY AREA IN SOUARE FEET 0.93 52.4_0 ASOVE casne 0.10 20 50 100 200 500 1000 39.70 .1.1 -1.41 •1.34 •1.27 •1.t9 .1.1 .1.1 15' 0.4 47.81 45.90 43.44 41.53 39.34 36.88 36.88 20' 0.87 51.99 49.92 47.24 45.16 42.78 40.11 40.11 2S' 0.11 55.58 53.36 50.50' 48.28 45.74 42.88 42.88 30' 0.9 58.57 56.23 53.21 50.87 48.19 45.18 45.18 40' 1x6 63.35 60.82 57.56 55.02 52.13 '48.87 48.87 50' 1.13 67.53 64.83 61.36 58.66, 55.57 52.10 52.10 60' 1.14 71.12 68.27 64.62 61.77 58.52 54.86 54.86 ' 60.15 56.49 54.86 9 i 30.80 60' 1,19 67.06 63.80 60.15 56.49 54.86 50.80 50.80,,E S� Cam. O END ZONE MAXIMUM CONDITIONS ° - ROCFMEt,N TRIBUTARY AREA IN SOUARE FEET ° G�D E 0-10 20 50 100 200 500 1000 •2 4.871 .1.621 Ls .1.373 .1.1 .1.1 15' O.0 61.47' 58.06 51.23 47.81 44.40• 36.88 36x.88 20' oa7 66.85 63.14 55.71 51.99 48.28 40.11 40.11 25' oas 7.1.46 67.49 59.55 55.58 51-61• 42.88 42.8.8 30' 0.94 75.30 71.12 62.75 58.57 5459 45.18 45.18 40' 1.04 81.4.5 .- 76.93 67.88 63.35 58.83 48.87 48.87 50' 1.11 86.83 82.01 72.36 67.53 62.71 52.10 52.10 .60' 1.�9 91.44 86.36 76.20 71.12 66.04 54.86 54.86 NOMM a: 10% of minnw m widal or 0.4k mi id wa is sma W but mat'ass Omn emmr 4% of m *Iw m -kM or 7 feat tx mesa MW hapttt: a feat w=90 fta awn Aegt mat be vmW when ov to ftymK and 0: mot stow hm maftawal in de sOra. F DESIGN WIND LOADS IN. P.S.F. CLASS ONE BUILDING .110 M.P.H FASTEST MILE WIND SPEED COMPLIES W3TH ANSVASCE 7.8 8 POSTUVE LOADS Vlrl ENGINEEI NG, INC. 4s S iETAL EEH,1x-c. (4) INTERIOR ZONE-•MAXIlMUM CONDITIONS TRI UTARY AREA IN SOUARE FEET �EU�4 ,QE 0-10 20 50 100 200 500 - 1000 TR!KrrARY AREA IN SOUARE FEET CaUDE ° •1.4 1.12 1.21 1.14 1.1 1 - 1 15' 0.6 45.08 42.59 40.43 37.98 36.83 34.15 314.15 20' 0.67 49.02 46.65 43.97 41.30 40.11 37.14 37.14 25'• 0.93 52.4_0 49.86 47.01 44.15 42.88 39.70 39.70 30' 0.1d 55.22 52.54 49.53 46.52 45.18 41.84 41.84 40' 1.06 59.73 56.83 53.58. 50.32 48.87 45.25 45.25 50' 1.13 63.67 60.59 57.11 5 3.6 4 52.10 48.24 43.24 60' 1.19 67.06 63.80 60.15 56.49 54.86 50.80 30.80 60' 1,19 67.06 63.80 60.15 56.49 54.86 50.80 50.80,,E S� Cam. O s (5) END ZONE NtAXIMUM CONDT11ONS TR!KrrARY AREA IN SOUARE FEET CaUDE ° 0-10 20 50 100 200 500 1000 1.4 1.32 1.23 1 14 1.1 1 1 15' 0.r. 45.08 42.89 40;43 ' 37 °98 36.88 34.15 34.13 20' 0.37 49.02 46.65 43.97 41.30 40.11 37.14 37.14 25V _0.01 2.40 49.86 47.01 '44.15 42.fl8 39.70 .39.70 30' a.va -5 55.22 __52:54 49.53 46.52 45.18 41.84 41.84 40' tA4 59.73 .56.83 53.58 30.32 48.87 45.25 45.25 50' 1,11 63.67 60.59 57.11 53.64 52.10 48.24 48.24 60' 1,19 67.06 63.80 60.15 56.49 54.86 50.80 50.80,,E REVISIONS z w V � z 8 CV Li z. xQ c` F 0 n, L. A v ' >: 7mpf M wim ACCORDION SHUTTER • SYSTEM TYPICAL EL EEVA TI O N Q WfEEL ON TOP GMIIDE PIN ON ROHM Q GUIDE PIN TOP .4WD BOTTOM O O O .. O PLAN VIEW WHEEL AND GUIDE PIN * LOCATIONS SECTION - E m NOTES: ' THIS METALTECH ACCORDION SHUTTER COMPLIES WITH SOUTH FLORIDA BUILDING CODES CHAPTER 23, SECTIONS e 402.3 (ADOPTION OF ASCE 7 -88, 2314.5 FATIGUE LOAD Q„ TESTING, 2315 IMPACT TESTS AND 1994 S.B.C. Z WIND LOAD PER CHAPTER 23 OF S. F. B. C. PRESSURE rm REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" DEFLECTION - L /3O W 12" MAXIMUM ON POSITIVE LOAD ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 -T6 OR EQUAL ANCHORAGE OF THE METALTECH SHUTTER SYSTEM TO CONCRETE, ` BRICK OR MASONRY SHALL CONSIST OF 114" X 1 112" SLEEVED DRIVE ANCHORS ( STAR DRYVINS) 114 -20 MACHINE SCREW ANCHOR ( TAMPIN ) WITH FLOOR PLUG, 114" X 1 314" MASONRY SCREWS ( TAPCONS ), 114" X / 112" WEDGE ANCHOR OR SLEEVE ANCHORS, ( 1/4' X 2" LAGS OR j14 SELF TAPPING SCREW ) USED WITH LAG SHIELD, NAILED STUD ANCHOR OR 114 -20 STUD ANCHOR ( RED HEAD ) USED IN COMBINATION WITH 714 -20 UACHINE SCREWS WITH 714 -20 NUT AND MASHER. ANCHORS SHALL PROVIDE A MINIMUM EMBEDMENT AS INDICATED ON ANCHOR SCHDULE INTO THE MASONRY, BRICK AND /0R CONCRETEr SPACED AS INDICATED. MIN. EMBEDMENT IS MEASURED FROM STUCCOED SURFACE ANCHORAGE TO WOOD CONSTRUCTION SHALL SPE 114" X 2" STEEL LAGS OR LAR ER. WITA -, 1 t A+4INIMUA4 PENETRATION, SPACED AS INDICATED. MIN. OF 1- PENETRATICN INTO WOODEN MEMBER REQUIRED. ALTERNATIVE ANCHORS AND CONDITIONS ON FOLLOWING SHEETS HEADER AND SILL MAY BE MITERED OR CURVED FOR ROUNDED CORNERS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO INSURE PROPER ANCHORAGE. EACH METALTECH ACCORDION SHUTTER, SHALL BEAR PERMANENT LABELING SHOWING " METALTECH, INC. HIALEAH, FL " " DADE COUNTY PRODUCT CONTROL APPROVED " LOCATED ON MALE OR FEMALE CENTER MATE. PRODUCT RENEWED ACCEPTANCE Na RI-021:1-0-5 - EXPMATION DATE u a e r% 1017 BY PROD NTROLDTVISION BULL DM CODE COMPLMNCE OFFICE .�t�S _ PE APPROVED AS LYING WITH THE SOUTH DA ING CODE DA 1990 BY PR COPIfROL DMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NQgyr2'1122.03 U Z v m� Cn Q a a Q o L�/ m t W Lj n E.. z n T M Lj31 92 o =Z a� a n 4Z La 0 ? wm m r h r, I OWALL MOUNT HEADER OR SILL 914 P.S.F. MAX. E ri i ( r•080' � � HS FLUSH MOUNT HEADER OR SILL _ I I OSTARTER BLADE 1271 TAN L— 17a9 Iw I1 f�v�— 53181 32U OTYPICAL BLADE FROW "W VZY WALL MOUNT g2 HEADER OR SILL 914 P.S.F. MAX © MALE CENTER MATE 1 5 I 2.044 E- 1 751 a�3 ;-- It —T 1.149 I 993 .094 L592 t.tw zm I15lsdf .tu f PIAN WW ' O OUTSIDE LOCKER 4550--1 082 --c •674 �.-- 3.025 OADJUSTABLE SILL TOP PIECE 1-i R 125 j - 2.00i 1YP 2 �--�— 3.155 ---� OADJUSTABLE SILL BOTTOM PIECE in WALL MOUNT HEADER OR SILL — `9de cu' I Z OFE WALE CENTER MATE 1.274 ©ADJUSTABLE SILL TOP PIECE 1.665 - --- 3.093 —_...� OADJUSTABLE SILL RENEW, D PIECE PRODUCT ACCEPTANCEM& 1TdN DATE � 2 N :V1ROL Dmslop BUtimm CODE COMPLIANCE OFRICE B FLUSH MOUNT HEADER OR SILL 914 P.S.F. MAX. All I � o� r aio k„ i � za lz IT i I C., t(il @ {'--' O_OCKING PINS ONE, TYPE MAY 8E USED I II( a a i J1 g O Y I I a� t/8' 1 21m Je o Jc N t/8' zrco I �- Jb H r..soo OSTARTER ANGLES AND BUILD OUT 0 APPROVED MPLYING WITH THE SOUTH D.DING CODE oNTROL DIIPSION BUILDING. CODE COMPLIANCE OFFICE ACCEPTANCE NOQS-11-22-63 U Z Aft a Z VJ � � o W v zn ...j x� W= a� 0 z �a U W W� 3 m A m n `p6 t- ISO,% w �o FROW "W VZY WALL MOUNT g2 HEADER OR SILL 914 P.S.F. MAX © MALE CENTER MATE 1 5 I 2.044 E- 1 751 a�3 ;-- It —T 1.149 I 993 .094 L592 t.tw zm I15lsdf .tu f PIAN WW ' O OUTSIDE LOCKER 4550--1 082 --c •674 �.-- 3.025 OADJUSTABLE SILL TOP PIECE 1-i R 125 j - 2.00i 1YP 2 �--�— 3.155 ---� OADJUSTABLE SILL BOTTOM PIECE in WALL MOUNT HEADER OR SILL — `9de cu' I Z OFE WALE CENTER MATE 1.274 ©ADJUSTABLE SILL TOP PIECE 1.665 - --- 3.093 —_...� OADJUSTABLE SILL RENEW, D PIECE PRODUCT ACCEPTANCEM& 1TdN DATE � 2 N :V1ROL Dmslop BUtimm CODE COMPLIANCE OFRICE B FLUSH MOUNT HEADER OR SILL 914 P.S.F. MAX. All I � o� r aio k„ i � za lz IT i I C., t(il @ {'--' O_OCKING PINS ONE, TYPE MAY 8E USED I II( a a i J1 g O Y I I a� t/8' 1 21m Je o Jc N t/8' zrco I �- Jb H r..soo OSTARTER ANGLES AND BUILD OUT 0 APPROVED MPLYING WITH THE SOUTH D.DING CODE oNTROL DIIPSION BUILDING. CODE COMPLIANCE OFFICE ACCEPTANCE NOQS-11-22-63 U Z Aft a Z VJ � � o W v zn ...j x� W= a� 0 z �a U W W� 3 m A m n `p6 t- ISO,% w 111 N Rm IMNC M44 (m) i I 114• RAN2 7A110C MAILW (PP.) • OR AaM Sd,tlltl .E FW ALIFWAInlo s OR ACNOR SCHEDULE FOR ALTS "VKS /�i OR OR A- WAM A OR OJHFR A' HEADER TNF/ '- ` DETAIL A r r e•Lta,>L � � r 4•MpX ? • I • I 1 v * v *I I Ro-v To C3 RUM? TO DECrON 4 II Gt4Rr CKARr cs II • � rl� i 4 I WAX. b L* a ; :41 POP OR Olk&? A' ML • CR j10 'lom rr O.C. �— ALr =A&WIT ANCLE ( . aIR£CTa7N r /e' Uasonar scRF.rs !rrP.) `\\ ,4 \a OR ACHOR SCHE7 E FOR AL..ZV" 1%E3 /._2o TtROW.:tt 9Ctr r tr 20 EXRSWC SIRUCTUR£ tR A SOR 5 4OW-C M i . r CR ACHCR SCHE:UL_ FOR u,u w'NEa CONT. OR OTMR .'/8• ANM-- WALL MOUNT SECTION caTslNG 3rRGTw SECTION A— 7 WALL MOUNT /ADJ.SILL SECTION SECTION A -2 7� REFER TO EDGE DISTANCE and SPACING CHART EX7737L1IG' .STowl"t1PF POURm coNC BLCar OR .roco ° CR SEE ANCHOR SCHELWULE :TiR ALr.PWnVE3 - - Ewsrwe snvcrLm r /s_2o rxRO1zN axr •. /r� � _ �rr O.C. fOR ACNOR SCNEOOLE FOR ALTpBWAVES 1--OGR ove? A' HEADER a 0 ' •e oR 009111' :A' Stt AMSMV SCOW (RP.) EavlsRNC snAUerraAE WALL MOUNT SECTION SECTION A -4 / GR OE ALTFRNOm ANGLE• f/ /NGLE OLRECAON v h T�'i a • ANfi,E OR OIHF.R 8' NE400? c�3 cR OnRR 'B• sac 1/ -20 00MUM WIV Tr QC • 114• Raw ANCfm (m) J aR SIX AM04M S0110ME FOR ALIFJM0100 cwc ON WM IX AWIZ SIRUCRW pouvw amvcxm &= GR now BUILD OUT SECTION SECTION A -5 II REfiR TO o II !7 �CrtrON g3 2 O •� ° II It I1 II I I iI II QPIIO/YAL CoGT/GN 114• RAM ZWC NA4lN ITIP.) OR ACHOR St>ATOULE MR ACTFMMES ANCHORS MAY BE STAGGERED FROM IN t400o CONSTROCW -W USE LAGS TOP TO BOTTOM ON HEADERS. BLOCKING FOR ROOF SOFW LAGS WTO iwU55 RETtAB+ OR SILL THAT MAY RECUIRE IT. REFER TO •: •' _� - ,� USE 7/L6• X J LAGS F'W 24• at- EDGE DISTANCE and ANCHOR SPACING • -y, - ON ANCHOR SCHEDULE CGTC G1 wow • -•- • MOOD SNAOM MAY BE USED M Fat omctAARrlES w CCNC2�7E • ANCHOR ANCHORS g SPACING (TYP.) Ra v C 2 NOTE: L HEADERS AND SILLS MAYIBE USED yy IN VARIOUS COMBINATIONS. t S16' HOLE lA4Y SE USED r0 ACSM ANCHOR I( T;MU Sat FO? rAdTAUArGV (IM) 7 O v J/: fs 1+3P zw S GAP /1 r1>P.) aR o MKS IT aa.-, L.v ; •� A?o0 SMMES WAY' x USE; + I ALL A-- .'ULArtrfi` H • • Iii. `. = xlsr•NC srQUC:,rP= 114' -AA'L ZMMC NAIUN e,-P; OR AOhG SCHE7UL L FOR ALTETWATr/ES INSIDE MOUNT SECTION SECTION A— 7 HEADER & SILL EXTRUSION ACTS AS A GUIDE FOR OUTSIDE PINS. PINS DO NOT NAVE TO TOUCH EXTRUSION. DETAIL "A" t/r O.D. 1/4' I.D. -„ NYLON BUSHING C 2__ 110 TtrC SCREWS' IN TFX SCRbAIS 1/4 -20 X 1 w LONGER L FLOOR PLUGS w ` O © O ( SIDEWALK BOLTS SCREW 14 X 3 S/M ! � S 18-8 STArNLM VaL 410 STAIN STEEL -- 2 t /a -ZO 114 -20 1/4 LD. 3/4 O.D I LOCX NUTS NUTS FLAT WASHERS BS le1/4 -20 X J/4 GUID£ PIN / 3118 ALUM. POP R1VEtS VARIOUS HEi0 7"-4S // ASSEMBLY I717-1 1 OTHER HARDWARE 3 � K-I �PRODUCT RENEWED L I v, ACCEPTANCE No. qqT 0 �� y( 11r O.D. 1/4- 1D. I 1 t I J 14- W LENG714 NYLON BUSMIM t E RATION DATE I- 0 Z WHEEL ASSEMBLY By Lu PRO OL DTVI&ION Z ' . 13UILd?II3Cs CODE COMPLIAWE OFFICE g ' APPROVED C LYING WITH THE V SOUTH R LYING CODE DA BY V F� :: PRODU CY1V'TROL DIVISION Z ROBEI2li , S: • - dONS0UR, PE BUILDING CODE COMPLIANCE OFFICE EB•- .0'006 024 ACCEPTANCE NO. 1122 03 m vgrlr ecmeswc. eme a �CacJ�� s _ 1 e N � m 0 Q a � o W P IJ Q a z; x� U W= V �a z �a U td W� J a n 0 cvxr#o.#= BLOOM r ALuww-w naE t7 114' WOW LAGS (M) OR ACHOR SOVEDW-1 MR ALIMMMM I' MIX poftmnoN 1mra oasToc *WD& MUCLOC AVT WaVVAC STUCCO RAMM -Z OR OrWN 'A* NE4M �� �'iIT i i if iii- -� 171 ri-7111T WALL MOUNT SECTION SECTION D— I I li =Nrftvjs xxomw %CW PRESUM IM7W 2 �r/r- �LAGStJ A ALRWWACS i' wM M47PAmm wm am^c NOT wCiLOwG SnKCO pmest 1/4' WOW Lot= MR) ACWR SCHMEXE MR ALTMUTMS AGN PC*-MnON IWO 02SMG OR DTHW 'A' PAE40M OR SLL Awcav snpwnLq& Aor owcuxmc ;Vasft DETAIL A SA= 1117—yp. I rR CTUFR 'A' NrA00 OR StL , tQ) . ail � � ; .:� � �— !II I Ili WALL MOUNT SECTION SE-G-TION L.1-2 NOTES: HEADER de SILL El7-rrUSGV AC,'S AS A GUIDE FOR CUMDE PINS PINS DO NOT HAVE TO MUCH EMU.TCN. DETAIL "A" ODER witow CR su \I--- Ile New LAGS OR ADM saaw"E FOR Ajmmn= r ma pwrmmw ma Daum r r I - S7MX7UK ROT A%XUAWS STUCCO Famc LAO WMICC-1 $7110 24* RC Ma rs SS sm�, AT Ir ar- aLoacm AUA M NA) WWOM AX mrswc roaaor 5vaucmw WALL MOUNT SECTION SECTION D-4 w :j WALL MOUNT SECTION S E '-- T/ 0 N C -3 A ,NC. -ORAGE TO WOOD CONSTRUCTION SHALL BE 114" )c 2" STEEL LAGS OP LARGEP, , i411TH 7 712" AIIINIMUIV Pj:w,-TRAT;CN, 55PACEDAS INDICATEO ON ANCHOR SPACING CHART. A J1/1hVh%4U,1/f PENETRATION OF 7" INTO WOODEN 111EMBER IS RECUIRED NOT INCLUDING STUCCO FINISH. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE EXISTING WOODEN STRUCTURE BLOCKING slTuAnoNs ON THIS SHEET MAY ALSO BE USED WHEN ANCHORING TO POURED CONCRETE, MASONRY OR BRICK. HEADERS AND SILLS MAY BE USED IN VARIOUS COMBINATIONS a "r wsom w = fI• *= M ( W I' � W 0? AC%W S CFE J AL70VOIntoW Am OVA=Gnmv mm awma =zm ow 94CUADOG am "m sAm ar ar- mw a, 6 fiLoomw 4, pw 37am= 2 WALL MOUNT SECTION SECTION D-5 LLr S6.UR, PE 'zz.. —000-60-24 �T�`Ertcute�c. arc PRODUCT RENEWED ACCEPTANCE MUM' 'nIAO"N DAn Is, By COVJ�M � nM."., PRO CO-NMOLDWOON Buffmwo CODE COA&LIMCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH [PILDING CODE F AV H 17 PROS I G CCUML DIVIVON BUILD G CODE COMPLIANCE OFFICE ACCEPTANCE N095.= I I ZZ -03 C-1491-9plm:i (j) Q) z �� ry 0 ry Li Z n It wZ u 'Z3 H° w got'- A W 1 9 may r "m 4 8 hm� m k OR OrNS? 'A' SU W= LAOS 1".) OR A01GR SCHE=E FOR ALM'V"Ma 1, 4&v PSACIRAMV wro fimw #O=e-V St'RECTLOM NOT 1AAMUDWIG STU= Fvws+#. LAC V awro *= STW 24' O.r- Am zarsl-dc #OWEN STWJC"UqE WALL MOUNT SECTION SECTION D— I I li =Nrftvjs xxomw %CW PRESUM IM7W 2 �r/r- �LAGStJ A ALRWWACS i' wM M47PAmm wm am^c NOT wCiLOwG SnKCO pmest 1/4' WOW Lot= MR) ACWR SCHMEXE MR ALTMUTMS AGN PC*-MnON IWO 02SMG OR DTHW 'A' PAE40M OR SLL Awcav snpwnLq& Aor owcuxmc ;Vasft DETAIL A SA= 1117—yp. I rR CTUFR 'A' NrA00 OR StL , tQ) . ail � � ; .:� � �— !II I Ili WALL MOUNT SECTION SE-G-TION L.1-2 NOTES: HEADER de SILL El7-rrUSGV AC,'S AS A GUIDE FOR CUMDE PINS PINS DO NOT HAVE TO MUCH EMU.TCN. DETAIL "A" ODER witow CR su \I--- Ile New LAGS OR ADM saaw"E FOR Ajmmn= r ma pwrmmw ma Daum r r I - S7MX7UK ROT A%XUAWS STUCCO Famc LAO WMICC-1 $7110 24* RC Ma rs SS sm�, AT Ir ar- aLoacm AUA M NA) WWOM AX mrswc roaaor 5vaucmw WALL MOUNT SECTION SECTION D-4 w :j WALL MOUNT SECTION S E '-- T/ 0 N C -3 A ,NC. -ORAGE TO WOOD CONSTRUCTION SHALL BE 114" )c 2" STEEL LAGS OP LARGEP, , i411TH 7 712" AIIINIMUIV Pj:w,-TRAT;CN, 55PACEDAS INDICATEO ON ANCHOR SPACING CHART. A J1/1hVh%4U,1/f PENETRATION OF 7" INTO WOODEN 111EMBER IS RECUIRED NOT INCLUDING STUCCO FINISH. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE EXISTING WOODEN STRUCTURE BLOCKING slTuAnoNs ON THIS SHEET MAY ALSO BE USED WHEN ANCHORING TO POURED CONCRETE, MASONRY OR BRICK. HEADERS AND SILLS MAY BE USED IN VARIOUS COMBINATIONS a "r wsom w = fI• *= M ( W I' � W 0? AC%W S CFE J AL70VOIntoW Am OVA=Gnmv mm awma =zm ow 94CUADOG am "m sAm ar ar- mw a, 6 fiLoomw 4, pw 37am= 2 WALL MOUNT SECTION SECTION D-5 LLr S6.UR, PE 'zz.. —000-60-24 �T�`Ertcute�c. arc PRODUCT RENEWED ACCEPTANCE MUM' 'nIAO"N DAn Is, By COVJ�M � nM."., PRO CO-NMOLDWOON Buffmwo CODE COA&LIMCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH [PILDING CODE F AV H 17 PROS I G CCUML DIVIVON BUILD G CODE COMPLIANCE OFFICE ACCEPTANCE N095.= I I ZZ -03 C-1491-9plm:i (j) Q) z �� ry 0 ry Li Z n It wZ u 'Z3 H° w got'- A W 1 9 may r "m 4 8 hm� v 0 a v a 't1 4 � a EXISTING STRUCTURE 114' SLEEVED DRIVE ANCHOR — OR SEE ANCHOR SCHEDULE 114' SLEEVED ORIVE ANCHOR 24' ac. OR SEE ANCHOR SCHEDULE \ 24' O.C. SILL R TAM ro DEFLE M cr A F FDR M!4 OAST,INL� 8E)H'�'N oL,ttiS AND SNURFA 5.7J2 £(!STING STRUCTURE ° e ° d d.. a J ANY ANGLE MVI LOCKER LWAMN APJSr Sr *IMW 2OX OF 7W AADVAN OF 7HE SW TM? NQGNr VICE Pop RP473 its 1Fk5 TIT 0.12 N71N 114-20T0 MWMr USED WON W=r LocxER O R • i i G 0 OPY70NAL KEY LOCK CP170MAL LOCAAON r_ - TYPICAL PLAN VIEW INSIDE OR OUTSIDE 1 14' SLEFIED DRIVE ANCHOR SECTION B OR SEE ANCHOR SCH£JUIX EXIS;,NG 5T?L'� %iRE a a 4 SL `} ANY ANGLE 1 1-d-20 THROUGH ROLT *r CR 114 TuCS 12' ✓ C. VA-20 THILVANCIEW MIMN 2OX OF ATE MWAN of PC MIN 114-20 RNAARJr SNUTTFR fir. USo MIN wr_w =fm ONE SIDED STACKING ° GLASS ;a :•rS A7* — d a a G A 114 SL£ =VED GRIVE ANCHOR ^� OR SEE ANCHOR SCHDUL 2 PER SIDE (TOP & BOTT") oR j14 rare Ir O.C. MEETING AT CORNER ri yr HOLE Apr BE Law ro ACS£SS AAICNOR T— VOU = FOR 05MU.00t OW.) '© -'mP J'oxs own T 114- MAXIMUM COUNTS? TMCV403 d �L u PASS THRU WINDOW COUNTER WOOD OR 07HER MATOM J /4r THROUGH BOLT 9 112' O.C. WIND PRESSURE 71.5 P.SF. MAXIMUM MAX/ML/M BI.4OE LErIG7H 48' - 1 14' SLEEVEIO DRW ANCHOR OR SEE ANCHOR SCHEDULE FOR ALTERNMET REFER TO SHEET NLL4 FOR SPACM PASS THROUGH WINDOW e SECTION C LOCK SCHEDULE O - JO' EtEVATTON INSIDE LOCKER Q OR OUTSIDE LOCKER Q IS REQUIRED ON ALL SHUTTERS KEY LOCK OPT7000L JO• EUVATIOH AND ABOVE INSIDE LOCKER 12). OUTSIDE LOCKER O OR A KEY LOCK MAY SE USED. ONLY ONE LOCK IS REQUIRED PER SHUTTER NOTE; EUNATION 6 MEASURED FORM THE BOTTOM OF ACCORDION SHUTTER. .^.Ur�oE LOCK°sT LCCAT70ry vUSr 8E )14-20 rNVN85=0 rHE MM )/4 -20 RM7Wr M¢ON 20X . ;W OCF°W SNJ,^_7 -,ea•r 'USED MA) OUMW LOVEM U LOCKER DETAIL INSTALLED INSIDE OR OUTSIDE ONLY ONE LOCKER IS REOUIRED G J /t�s P .r• Vies pop.ewn _� n I-fX2 o-� 4 0 ,o PaSIS TO 8E ANCHDIfFD MP : 8011MM WM ANGLE' CLPS r MV SIC" I MEETING AT CORNER PRODUCT RENEWED ACCEPTANCE No, q - O Zt'1.0 S EXPM ATI DATE tun► 2 .�� By .. • ' -,,, ' JPJRODUP�Ci . OLDIV loy, ; • • . • Ih'G CODE COMPLtANCAPPRE OFF= OVED WITH THE SOUTH UILDING CODE RC}$ �t�� S • •b10NSOUR, PE TF3�''0006024 RIMG. m • gr, BY PROD CONTROL DM.S:ON BUILAG .CODE CO>yIPLIANCE OFFICE ACCEPTANCE• TU LIN W a „ 3 Cr m a Q °o �! go z" H J to � x� W oz O V w� n n m n n gm ~� W DESIGN PRESSURE CALCULATIONS MUST BE PREFORMED AS PER ANSI /ASCE 7 -88 WIND LOADS SPAN CHART DESIGN PRESSURE MAXIMUM BLADE LENGTH 36.80 144 44.40 144 47.81 144 51.23 144 58.06 140 61.47 138 66.85 135 67.53 135 71.46 133 74.00 132 75.30 131 78.84 130 81.45 129 83.45 128 86.83 127 88.52 126 91.44 125 93.81 124 96.61 123 i SPAN CHART DESIGN PRESSURE MAXIMUM BLADE LENGTH 101.51 122 106.41 120 110.62 119 114.12 118 117.62 117 125.32 115 131.62 112 137.92 110 143.73 • 108 148.42 106 152.62 104 153.08 104 157.78 103 1 68.11 99 176.56 97 180.00 96 i DEFLECTION ALL SPANS & ELEVATIONS MAXIMUM 8LAE)E M!v;1,9''M, � S - =NCB 3=!W=EN VG i S - -_ -,ND O�SS 0 -144' 3 3/8" IOBERT'fi'._IMONSOUR; PE EB= 0006024 "s Inc, arc PRODUCT RENEWED ACCEPTANCE Na qq - 02\2 .0 S E7sPiRA DATE_�Sv�ti� B PRODU 2 QL DFVIXON BUMDING CODE CQAlPLtANCE OFFICE APPROVED AS 9014LYING WITH THE so= FLORI ING CODE DA S a 19�s� BY PRODUCAwffm DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO4 -I IZZ.0B U z i V C �j} v a FD L• c., P L 7 z h x� US W= 9 ° Z w W� J 3 a n m P" � x �Ako U z L7 T T� W 1 v A i G t n z� W= a� d° Z H° u W� 14-, 0 n Y lb A N. C H O'R S C.H E. D U L E ANCHOR SPACING vs DESIGN PRESSURE 1 _ 91A PSF 91.4 PSF 180.0 PSF ANCHORTYPE 140.0 PSF SPAN TENSILE SHEAR TENSILE SHEAR TENSILE SHEAR 1"IUW.PENETRATM MwTENSOE POURS CONCRECE CONCRETE t • BRASS WOOD BUSHING 144" SPAN 14-20 tr 8" i WA WA 180.0 PSF TENSILE SHEAR I TENSILE j BLOCK SHEAR POURED I CONCRETE t310CK POURED CON CONCRETE WJ= ANCHOR TYPE PANEL E.D. TENSILE SHEAR TENSILE SHEAR 7 4 ___......._.. _......_ .3 5 3 ... _: v ... _ .......... — WOOD LAGS (VARIOUS HEADS] 318' 1r 9" _ _.. ». ... 7 4 _.... _.._. .... 5 3 .... __._.._. _. Ins" r MINNU l EMBEOMENr 16" tr TENSILE SHEAR TENSILE SHEAR Q I 3' 1r 11" WA ? c..................... WA 7 9 WA WA 5 f 5 WA NIA 2' 114" STUD ANCHOR 144' SPAN 1 ........................................... 8" WA ................ .....,.................... . WA WA WA i ............ WA WA WA 1114' IUr IN. EMBEDMENT 9" 5" WA WA ...................... .......�A WA .. WA .............. ............................... WA WA .................. .......A............................ WA NZA 3` IT IT 9" 6" 7 9 ............... .. ...... ....................6.6........ .. ................. ..................................... ».. ' �........ $........ 5 a 5 SH6 NAILED STUD ANCHOR 144 "SPAN 2' tr ......... 10' 6" ..................4p......... 6" WA ...................... WA .......��........ I WA WA WA WA WA WA 13/4` MIN. EMBEDMENT 11/4" I 11" T 7' .......A .......3... WA .. WA WA WA .......�........WA...... t WA 3" IT 1 8" 7 9 5 7 5 5 4 114" SLEEVE ANCHOR ! 1`�" SPAN i Z" ... ... 10" 6" i 7" .. ............................... ....:. 6" .................. .................... WA ............................... WA . • ................ WA :.. N/A ..... N/A NIA . :... WA 5....... WA t 1!4` MIN. EMBEDMENT 111x" i 9" 4' = 6" 4 . WA WA ................. WA ».. ................. WA ...................... N/A .................... WA WA WA T ....... ...... ................. 9 ; ................ .............. 7 a 9 5 7 5 5 i 4 5 STEEL SLEEVED DRIVE ANCHOR 144 "SPAN 2" ' 6" : 6' j 4" s" _ .....................:....... WA WA NIA ; ............................. ? WA ...:...... WA WA r WA - WA ..........................................:......... ..........._................... ................ ................ ............ ......; t 318" MtN. EMBEDMENT 1114" S i 4" 4w......................................... 4" N!A WA ; ; WA WA ..... WA .............. WA 1 WA WA Ir I 4" T 7 9 5 7 5 5 4 5 f ...................... :................... .. .. ........:...................... }................... 14" ZAMAC HAMMER DRIVE 144 "SPAN r ! 6` :.....................:............. 6" 4" ............................... 5" WA ................................................................... WA NIA WA WA WA ; WA .............. ...•. 1318" MIN. EMBEDMENT 1 114" j 5" 4" 4" 4" WA WA WA ..................... WA ..................... :.................. WA .... WA : ..................... .:...................... WA I I WA 3' ! 8" E 11" 6" T 7 9 i 5 7 5 5 a 5 II�tIX�SIt�t� I . ............................................... ................. ....................... »..................... .. _ ................ ................ _ ................. .. I _ ................ 144" SPAN 2' T 8" 5" 5" WA WA. I WA WA WA WA I I WA WA tI4' MASONRY 3Cl�YPS (VARx%JS NERDS) ......_ ................. ..................i............ ..........; ............... - ........... ........ »...................... ................ ................. .... 1 12" MIN. EMBEDMENT 1 114" T 5" 5" " N/A WA WA WA . WA WA ...... WA _ I WA ...... ... ......_... ff t ............ T ...... .._...... 9 5 7 5 5 ' 4 5 11420 x 79r, 112" DIA 144" SPAN 212" 9" ............... ; T 4 $" _ ................. WA WA _ ...... ......... WA .. WA _... WA WA I. . _ ............. WA WA MACHINE SCREW ANCHOR 2" ................ 8" S ..................... 4' 4" _....... .. WA WA _ .. ................. WA i .... WA ........... WA WA ! NIA WA WOOD APPLICATIONS 1 _ 91A PSF 140-0 PSF 180.0 PSF ANCHORTYPE SPAN SPAN TENSILE SHEAR TENSILE SHEAR TENSILE SHEAR 1"IUW.PENETRATM MwTENSOE t • BRASS WOOD BUSHING 144" SPAN 14-20 tr 8" i WA WA NIA WA f 114 9" 5" 7 4 5 3 ._..._.._....._.......__ ._.._......... . 144SPAN SHB" IT 7" f 7 4 ___......._.. _......_ .3 5 3 ... _: v ... _ .......... — WOOD LAGS (VARIOUS HEADS] 318' 1r 9" _ _.. ». ... 7 4 _.... _.._. .... 5 3 .... __._.._. _. Ins" r MINNU l EMBEOMENr 16" tr 7 4 _. 5 3 3 PRODUCT RENEWED ACCEPTANCE NO, - Q 21 - 0 5 EU A77ON ATE j wC 2001 By RODUCT BUII.DINO CODE COMPLZA E OFFICE NOTES: TENSILE = WALL MOUNT OR PULLOUT APPLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM EMBEDMENT IS FROM MOUNTING SURFACE, INCLUDING STUCCO FINISH, EXCLUDING BRICK PAVERS AND CERAMIC TILES. PRESSURES OVER 91.4 P.S.F. BASED ON WEAKEST ANCH APPROVED AS MPL N6 WITH THE SOUTH A BU1LOdING CODE DA j_ 19qfi S PROW CONTROL DIVISION ROBERT S. MONSOUR, PE BUILDING LADE MMKWICE OFFICE EB — 0006024 aCCEPTm CE No,`�-1 tZZ.Q3 REVISIONS 8Y 01/26/961 05/23/96 !t I U - Z Z �= Q` S o y CJ a z; It x w a~ D Oz a a m w m 3 a n 0 n a m P IE 8 v 8 (FYP•) s P/4 OR v (TrP•) ._ Ea. ENO) um sroRM P/1R SPACLNG ax SLAT SPAN (SEE SCHEDU TYPICAL SIKGLE UNIT ELEVATTON (NO STORbf BARS REQUIRED) NOTE- SAE SHEET 2 & J OF It FOR COMPONENTS NDUENCLATURE. UAXIt /tlN NGD£R SPAN (SEE SCHEDULE) W -3 :P V15.6 W -3 b V 15.6 oOR(@ Cont. TYPICAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIREDL NOTE: SEE SHEET 2 & 3 OF TT FVR COMPONENTS NOMENCLA TURE NOTE: SEE SHEET 2 & 3 OF 11 FOR COMPONENTS NOMENCLATURE: TYPICAL CONSECUTIVE 11lUL7I11LE U, TT ELEVATION (STORM BARS REQUIRED) NOrE• Sa SHEET 2 & J OF rT r- QR.O;WP0f4@%T-' NOMENCLATURE, _ TIL _ -- S .TE STNG ENOINEERNO CCY R. wa. (%1 te x)67-fat . r'. (W0571-11.2 WALTER A. TIWT Jr.. P. E FLORIDA Lic. f 2 rx 00 Ali: 1 ' •� �Lttt .l' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Dr1TG 19q BY - PROD NTROL DIVISION BUILDING CODE nnCOMPLIANCE OFFICE ACCEPTANCE NO!1 - -Zl 05 DADE COUNTY N. T. S. 40 .mm EXTRUDED ROLL -UP SHUTTER SCALE 11/6/46 HOMESHIELD INDUSTRIES, INC. DATE 3585 E. 10th. COURT — 361 HIALEAH, FLORIDA 33013 96 ORAWINO NO oacxnlal ws rcY. w. ecszr.na as s SHEET 1 OF 11 GfJV£RAL N0T£S: t. ROIL -t SFWRER AGES BEEN OUICNED W ACCORDANCE WITH THE DADE COt JNTY AAA! 6' EDnTON OF THE SOUTH FLOWM 601.0m 6 COO. DESIGN WAVO LOADS SHALL Be DETERWJm AS PER SECT40H 6 Of ASCE 7 -66, WITH �Ito ! 0 rn h BASIC WLL D SPEED. dIdMA4 NCMarOf TPIC ABOVE A104TIONED COOC M.SE ROANCCSM n0NS 2JIS ALLWMN DCTRUSIONS SHALL BE 6063 -116 ALLOY AMISS O"4w SE NOTED). ALL ALL T STEEL JOt 04 J16 SOMN W /30 Aai t7t7� POINT N� T AO 1ST IiWS STRDLC�S TATS BE 024- i ALUMNUM ALLOY. CALVAA6ZED OR SGNFQESS STEEL TITTFr J6 kf BO x 5. STORK BARS SIW.L REUVN M PUCE AT ALL nNES r�1 6. ANCh%M TO WALL SHHL BE AS IDLLOWM (UNLESS OTNERM*Sf NOTED) lr v`( (V To EIOSRAG POURED CONCRE►L• _ r/* , T ON Avo ORS AS "4NUFACrUpED BY t r.w./R.AvSET 09 ELCO rN0USTRl";- LAC. P14 NOTES A.Q LtlFWW EPASEONENT OF CON CRETE ANCHORS wrO THE mNCRE7E IH/T STIALL STUCCO SHALL BE CONSOERED AS PART OF THE BE T 3 /4-. NO EVBEDNEM WTO REQUIRED ENBEDMETLT PANELS OR PAVERS BE FV" A.2) W ELBE PAT PRECAST SM& PRECAST CONCRETE BE LONG CNMXH TO REACH FLOOR, ANCHORS SHALL LL ON nor EXSnma WA OR THE M4/N STRUCTURE BEHIND SUCH PANELS. MNMUN PEmcTrARON SWU BE 1 J /P. (B) TO oosr# O COA+CRETE BLOCK WALL• - 114' I TAPCON ANCf#DRS. AS NAM /fACTURE0 BY LT.W. /RAUSET CYP ELCO WCM/SrR1ES LAC. _ NOTES $1} m fNlf TAB ANOR£ Yvto THE CONCRETE BLOCK tRVrT SHALL a2) 61 CASE THAT PRECAST STONE OR PRECAST C01(CRETE PANELS BE FOCMLD ON IHE LONG ENOUGH TO REACH TW MANN STRUCTURE L _1 VZrM NAIL ANCHORS SHALL BE 801" SUff PMIELS AACWRACC S44U BE 1 114' NPN" -N. (C) SHALL B LLED C ALL OF riff RECOMC"AnOMS AND SPECLFTCAt- T� RS ta4S rACTU 7. R SNK THE RESPCNS.'BWW OF THE COMRACTOR TO %ER1FY THE SOUNDNESS OF nff SMRTER S TO BE ATTACHED TO WSUR£ PROPER ANCHORM^F- S;MVC1fl ,ERE SrAAM smAu BE PLACED ON INC EXPOSED SURFACE OF TIE SK'£ 6. S v..4MTrw7wrR-s Y ABOVE TN£ BOTTOM OF SUCH RAH STAMP PMPEAD AS Follows: RILL SHvnER HOWSWELD INDUSTRIES, *C. FA4IFiVL FLORD4 DAOE CoLwrr PACIOUCT CONTROL APPROVED. g, ROIL -UP gErHAMSM NOT PART OF TMS APPROVAL NOTE: SEE SHEET 2 & 3 OF 11 FOR COMPONENTS NOMENCLATURE: TYPICAL CONSECUTIVE 11lUL7I11LE U, TT ELEVATION (STORM BARS REQUIRED) NOrE• Sa SHEET 2 & J OF rT r- QR.O;WP0f4@%T-' NOMENCLATURE, _ TIL _ -- S .TE STNG ENOINEERNO CCY R. wa. (%1 te x)67-fat . r'. (W0571-11.2 WALTER A. TIWT Jr.. P. E FLORIDA Lic. f 2 rx 00 Ali: 1 ' •� �Lttt .l' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Dr1TG 19q BY - PROD NTROL DIVISION BUILDING CODE nnCOMPLIANCE OFFICE ACCEPTANCE NO!1 - -Zl 05 DADE COUNTY N. T. S. 40 .mm EXTRUDED ROLL -UP SHUTTER SCALE 11/6/46 HOMESHIELD INDUSTRIES, INC. DATE 3585 E. 10th. COURT — 361 HIALEAH, FLORIDA 33013 96 ORAWINO NO oacxnlal ws rcY. w. ecszr.na as s SHEET 1 OF 11 o� R�.125' is �i RL81i © •TYPE 1 SLAT EXTRUDED ALUMINUM SLAT 606J -T6 alum. ALLOY SCAM 112' = 1' 2000'• h .125 .725 H L TYPE 1 MULLfOX 4" EXTRUDED ALUMINUM 606J -76 ALUMINLAV ALLOY 1 i t 1 l 1 \ 1 i \\ i DETAIL 1 SCA E.- Y - 1' N N TYPE 2 MULLION.- 5" EXTRUDED ALUMINUM 6063 -T6 AL14fINVM ALLOY SCALE: flr - II 5.800r a5U -TYPE 3 HEADER: 6063 -TB ACWlW#( ALLOY SCAC_ 112' - 1' f,0 i�•+1 0 IMF : / 1 DETAIL f (` TYPE 1 • SIDE RAILS. 6063 —T6 Afum. ALLOY SCALE. 112' = 1' 3 i far TYPE 3 AfULLrom 6" EXTRUDED ALUMINUM 6063 -T6 ALUMNUM ALLOY SCALE 112" = 1" , © SNAP BAR t.Li00° }'- aso- N 169° I� TYPE 1 HEADER: 6063 -r6 A1.VkWUM ALLOY S' 7L . 1/2' - 1' a ti �o I %iM= (JD TYPE 2 SIDE RAILS: 6063 -T6 Nam. ALLOY SCALE. 1It - 1' 4500* 250° 0J TYPE 2 HEADER: 6063 -T6 .41.UUlml0l ltLOY AlCMTt121,CJi:':0. UG - Z07 01. rN rXTION D, 'YE -0_55 By _ PR ,DUC. CO 1101, DiV181 BUT . i�'t ODECL3 Mil LIANCE CORE 7 L 11IECCA0 1 NC. TILUT TESTING & ENGIKLLK'NG COM"M 217 VAOMM AM&. Fl. 630'3 NP )am _1SJ0 . fo i 9Sf 33161 HALTER A. TAUT Jr.. P. L APPROVED AS COMPLYING WITH THE SOUTH rORIDA BUILDING CODE I 19 BY PRODU ROL DIVISION BUILDING -CODE COMPLIANCE OFFICE ACCEPTANCE NO.p.J l .l —iA i / • OS DADE COUNTY 40 mm EXTRUDED ROLL -UP SHUTTER As SAW" SCALE 11/6/96 HOMESHIELD INDUSTRIES, INC. 3585 E: 10th. COURT HIALEAH, fLCRIM 33013 KYaI1f7N 6�7i .n tN OGCCMIIat _ - s --- --... ... .. 1. • . GATE 96 361 ORAMINO No SHEET 2 OF It I 7, IM Q. TYPE 1 STORM BAR EXTRUDED STORM BAR 6063 -T6 ALUM /NUM ALLOY SCALE. I /2" - I- 1 hpF - S t� \la t/1�0$ zoos* ,0dr .12e h M r2 H .306' � a � I I h © TYPE 2 STORM BAR EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCAM 112' - 1' O BOX COMPONENTS AND ASSEMBLY DETAIL i r 7 � 2,00011 }� i28- -4 _:125• - .JOB ­44-. 12.r O TYPE 3 STORM BAR 2" x 2 112" EXTRUDED STORM BAR 6063 -T6 ALUAWMf ALLOY SCALE 1/2' s 1 ° TOP PROFILE 3005 -128 ALLOY. BOTTOM LFADER W/PLUSFL REAR PROf1L£ 3005 -H28 ALLOY. BOTTOM PROFILE J005 -H28 ALLOY. COWR PROFILE 3005 -128 ALLOY. NYLON DISK: 4 1 14' 0. D. ROLLVAC CUSHION WliKLLS. END CAP. CAST ALUMINUM. RESON: 17/J2- 67DE. SIDE RAIL SLAT. EXTRUDED ALUMINUM DRAWING HOOP. C4LVAN¢ED STM DRUM: T 9116" O. D. x 0.032° Thk. RETAIMNG METAL PLATE 26 Go. Ga1v. S1I. Ar EACH £1a0. NYLON FERRULE 1 17/J2' O. D. x 0.045 MIL if 3 3116' Lang. NYLON RUNNEL��� SCREWS: / 4 x Y /2' S S. 2.00? 2-V b ryP. 1 ® TYPE 4 STORM BAR 2" x 4" EXTRUDED STORM BAR 600-T6 ALUMINUM ALLOY SCALE: 11T - I" ® END CAP [L EC O imc. TILLIT TESTING t EJIGINEERIMQ COMPANY asps NP . 3 s (ma') s -ilia . mo {( "jmiln. 33m WALTER A Tlll1T Jr.. P. E. M 1. + I >r,� 13Ufi.I =� APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODEnd DATE.HaRCH I Z I D BY PRODUCtOONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No. 9'1 —OR I Z . 05 40 mm EXTRUDED ROLL—UP SHUTTER HOMESHIELD INDUSTRIES, INC. 3585 E. 10th. COURT NU IM. FILORIW 33013 DAOE COUNTY AS SHOWN SCALE 11/8/96 DATE 96 - 361 ORAWINo No SNCLT 3 OF I1 P7VAED cONCRETr OR COmA-ErE BLOCK REOU/RED COACRM ANCilt7RS • 6. a G --, i .2-%T Alox. SECTION P — P (1) WALL MOUNT SCALE.' 1/2' = 1' POURED CONCRETE RECNIIRED DOOR OR WAVOW CLASS i-,- I' x 2' x r /8' Coot A+um. ANGLE W/ 114 a CONCAVE ANCHOR a rr 0. a I 2 r /2' I&L rDR SMCL.E SPAN INs ABOYE JD' /GRADE AND SEE Q:HED ON SHEET 10 or 11 FOR AGn. SEAM01OHIaASS MR WNSTALLATX M7rl,W JO /GRADE ME/ISURED Ar BOrrOM Or SHL1r1ER. I' x 2' x .123' / Cont. NLY£ COYYCRVr ANCHORS �IL a 12' 0. C. POURED CONCRETE OR CaONCREM BLOCK RfOLRRID SECTION X — X (1) N. T. S. CONCRETE ANCHORS a 6' 0. C. —1 POURED CONCREM OR CONCRETE BLOCK RMWED \ POURED CONCRVE OR CONCRETE BLOCK REGUWR£D —\ !'/ 1 CONCRETE ANCHORS nxL NQ(2rr mi 01. A a � SECTION P — P (2) : SIDE WALL MOUNT SCALE 112' — r' CONCRETE ANCHORS 0 6' 0. C. POURED CONCRETE —_7 POURED CCNCRETE---"' REQUIRED SECTION X —X (2) M r. S 114 x 314' S X 0 6' 0. G cant. J' x r x .123' Cont ALUMINUM rWC W/ r xrx.125" x0 * -r ALUMINUM ANGLE r0 MULL MULLION W/ u J�14 x J/ S. 14 POURED CONCRETE OR CONCRE £ BLOCK REOULREO CONCRETE ANCHORS 96'O.C. POURED CONCRETE OR CONCRETE BLOCK REOUWRED J'xrx.125' Cont Allan. mAo -our TUBE 1r4 x r' S (W0-M ALLOY) a 6' O. G oe X31 > `--@ SECTION P - P (3) : BUILD -OUT SCALE 112' — r" r' x r x 1 writ Akan ANGLE W/ 114 x 1 s. Af S. • 12' 0. C. a � -b _� ( �✓ � I P I it � - - - - -J 3' x 3x.115 Coat AArm. BU2D -OUT TUBE L- 1'x4'OR2'x i x.125' Cant ALUMAW ANGL.£ CONCRETE ANCHORS O 12'0. G SECTION X - X (3) N.TS 2�,� �_-- W-1 0. 0 SECTION Q — Q : MULLION MOUNT (END) SCALE.- 111" = 1' zlrsx r• S M. s- 20 �n W -1 OR W -2 I D 0 OR O SECTION R — R : MULLION MOUNT (MULTIPLE) PRODUCT R,, 1 -Esftfr — 1'APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE �CsTl. ? UO -Z070� DATE Z 19—LE I 4CC PTA BY " RATION DATI:�� PRODU NTROL DIVISION By _ BUILDING CODE COMPLIANCE OFFIC UC '-CONTROLDIVIslot ACCEPTANCENOJ,�11Lp I Bun nr is DE Coral LiANCL• o ICE DADE COUNTY 40 mm EXTRUDED ROLL —UP SHUTTER u CROWN SCALE ' • - I1/a/98 HOMESHIELD INDUSTRIES, INC. DATE Z�T:117L:l 3585 E. 10th. COURT TIUrr TESTING x DiGiNEERMG 00WPANY HFALIAH. FLORIDA 33013 96 — 361 tsos eP (�a)eSi.. 217'. (GQUM is-1FL 33166 ORAWINA No RY. Mr KoppT t WZ9 ■Y. M. KSM yl'6 WAITER A TlLlfr Jr, P. E - - s SHEET 4 OF 11 n nalru I it a "167 POI /RED CONCRETE REOUIRED 2 r /2- Min. FOR Cont. SOW WYSTALLARONS Asw 30 %GRADE AND SEE sC4EDULE ON SMIXT ro 00 I1 FOR MIn. SEPARATION/ GL65 FOR INSTALLARONS WIHIN JO CRAOE NELSIIR£0 / AT 6GTTOM OF POURED CONCRETE i OR CONCRETE BLOCK REQUIRED r r r r 125' CoM. At- ;-. ANGLE W/ CONCRETE ANCHORS a 12' o. C. POURED CONCRETE R£OUREO (D OR (D 00 OR O 2 111' Min. FOR Cont. SPAN INSTALLATIONS ABOW JOIGRADE OR @AND SEE SCHEDULE ON SHEET TO OF L 1 FOR Uin. SEPARATION /GLASS FOR 1NSTALLAnOA'5 WMfIN JO/ GRADE ATEASURED AT BOTTOM OF SHUTTER O 0 OR CO 2' x T x .250' (FOR TYPE WS) OR 2' x d x .250' i & 4 STORM BARS) Alum. SIDE x 6- HIGH W/ (2) J/E RED HEAD SLEEVE ANCHORS 4 114 x I' TO STORM W POURED L REWIRED .oN/_PETE ANCHORS O 6' O. C oll :NMql O OR 0 O 0 OR CO) OR O O OR O r I/,)- - 1 1/7' 195' 2 CONCRETE M/CHORS EA. 51DE FOR CONCRETE IN5TALLATIONb OR (2) / 14 x J /4- S. M. S. (OR JNST RON TO HEADERS T UOR AT TOP OF STORM WS NO \ (2) / 14 x J /(' S. M. s. EACH SIDE (r),a.). SECTIONS - S SCALE : 112" - !' y x r x .2J50' (FOR rrPE 2 A• J (FOR TYPE 51 &R4 STORM PAR$) Mum. ANGLE EA. SIDE x 6' HIGH SLEEVE /CHORXTO W HEAD B W/ I I 12' Min. PENETRARON. \✓ O OR o ~ (2) / 14 x J 14' S. M. S. EACH SIDE (Ty-P.). SECTION S1 - Sl SCALE : 112' 1' T 112' x 1 112' x .125" x 0' -4 I 12' ALUMINUM "XE W/ 2 CONCRETE ANCHORS EACH SIDE. EDGE OF �— (2,)^,/, 14 x J /4' S. M. S. WALL EACH SIDE (rY -P-)- SECTION 52 - 52 SCALE : 112' - r CEILING & FLOOR MOUNTING : /TIL EC CO N c WALL MOUNTING • SECTION V - V (1) SECTION V - V (2) TILUT TESTING t ENGINEERING COMPANY 6305 N.w. 3M. St. St. 217. WCOM CA0006. tl 3316! • ' n.en )81531 SCALE : 114' 0 SCALE : 114 i" "A��9--) wet TFR A Tit LIT Jr.. P. E. O O OR i'R � JC T llr 14 Fl IV El D o 70 13. PR' 1)i I(`i' ('C)'t l''01.. T)IVTSIO' liltil.l' �< ` )i;i ?C(N.ti'i.L;iJCTiCI TIC APPROVED AS COMPLYING WITH THE SOUTH �VORIDA BUILDING CODE (� yam(/ DATE► 1 KChL Z Ay BY PRODUCtONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.� - Z• � DADE COUNTY 40 mm EXTRUDED ROLL —UP SHUTTER SCALE 11/6/96 HOMESHIELD INDUSTRIES, INC. DATE ALM. FLORIDA 003013 96 — 361 DRAWING No a, ocscrntot att ■[v. �. utse�� oAt< ! x 3' r .115" Cont. Alum. NIT)£ - -� .125 Cont. Atom. R41E W/ T t' z .115" Cont. alum. ROBE — W 2' r ?' r 125 r 0• -4' W/ 2' x 2' x .125" r O' -3" /r4 r s /4' S.M.S. o rz' o. C. to 1U8E / ALwrMUM ANGLE to UULUON w/ ALUMINUM ANGLE 10 MULUON W/ 3 /14 x 314' 5.M.S. EA. LEG J 114 x 3/4" S.M.S. EA. LEG & C0fXRFTE At1CHORS O 11' O. C. & CONCRETE ANCHOR$ 9 12' 0. C. FULL (£NCTH r0 POURED CONCRETE FULL LENGTIt To POURED CONCRETE �. POURED • CONCRETE POURED CONCRE I ` 1 P REQUIRED REQUIRED j O O 1� i 1 � , / I I , I 1 , I 1 � i I , I I I I I O 0 1 ( O OR I I 1 2.00o' Arm- 1 1 i 1 L M OR 0 1 I , DOOR DOOR , I DOW GLASS t I 1 OR GLASS IS3 I t I 1 I I i I I I t I Z 11Y Akh FOR Cont 2 T /2' Mtn. FOR Cunt 1 I SPAN INSTALLATIONS SYW IN$TALIA7TDN5 I I ABOVE 30• /GRAD£ AND SEE ��% AND SEE I I j 8 OR SCHEDUI E ON SHEET 10 of SCIEDULE ON SHEET 10 or If FOR Min. SEPAR4TK1,"I/ II FOR Mm. SEPARLIITON/ I I I I I CLASS FOR INSTALLATIONS GLASS FOR INSTALLATIONS I I I I I WfTItIN JO' /GRAD£ 1YITtlN Jo %f2LS0E MEASURED AT 8 Entw or Mas(/REO AT BOLTON OF SHUTTER s/I/TTFR nl:, s• Irn. L M oR fN 2. zoo 1 I I 1 I BUID_OUr MLWON BUILD -OUT MULLION 1 j 1 I (BEYLWO) (BEYOND) I I 1 t I I I 1 1 8 OR 1 O O 0 0 �J 2' x 7' Max. x .250' Cont ALUMMUu ANGLE W/ 318' 0 x 1 7/8" RED HEAD SLEEVE ANG/IORS O 12' CONCEffW l70N OF 6 ANCHORS 0 4' O. C. POURED AT STORM BAR LOCATION (SEE EIEVATIQN V. CONCRETE OR POURED CONCRETE CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED REOUr4ED SJ O O I- x 2' x .125 Cont. Atum. ANGLE w/ /14 r 314' S.U.S • 12' 0. C To TUBE a CASE I CASE II STORM BAR CONNECTION AT BUILD—OUT INSTALLATION : SECTIONS V� —/ V (3) SCALE : 114" - I' °U �oo°R0 n Sj O O OR @ Onj 114 x J 14' S. M. S. EA R TOP INSTALLATION NUUBE OR NEa0ER5 1 112' x 1 112' . 125 STORM BAR DEPTH Alum• ANGLE FA SIDE B£ OR ALUMINUM ANCtE of L O O OR O O � (2) / 14 z J 14' S. At S. EACH SIDE (ryp.). SECTION S3 — S3 SCALE : 112' s 1' L O O OR O S3 T 1/2' x 1 112' x .125 x Z• x 7' Max. r .250' Cont STORM BAR DEPTH Alum. ANGLE AUAQNUU ANGLE (C� 1) EA. S10E W/ (2) % 14 x J 14' -- �i 1 S. At. S. EACH L£G (Typ.). OR O 0 B °R \ / f(A ' x 6' x .23CT Coat 6 L �4 x 1 1 /2' S Al. S. ALtoNUAt TOW 4 0. C., REST a 12' (CASE R ONLY) kjL OR@ ELEVATION X SCALE PRODUCT RENEWED APPROYEa As COMPLYING WITH THE �— 2' x J' Afro. x .250' Cont SOUTH FLORIDA BUILDING CODE ALUMWUM ANGLE W/ CONCE7VMII00 U -! 2-07. 0/ z O 6 i III c AT sr�,�li twt AL 'TAIVCr:Iva (� oar LocATIQ,u RESr o It a c A ON DAL 6 BY - PRODU NTROL OIYlSiON -- BUILDING .CODE COMPLIANCE OFFIC PRO TCT O \TitOLL`IVISiO 7_D9�Z a r x 6' Max. x .250" Cant ALt>lul W T3UTLDI G _ DLCOMPLlANCG -IC ACCEPTANCE N0C TUBE w/ 3/f3' 0 x 1 7/8" RED HEAD SLEEVE ANCHORS O rz, a c W/ CONCENTR477ON OF 6 ANCHORS 0 r o. C. DADE COUNTY AT STVRU BAR LOC4770N (SEE ELEI4WK x). 40 mm EXTRUDED ROLL —UP SHUTTER SCALE HOMESHIELD INDUSTRIES, INC. DATE ]MILIEC 0 i N c. 3383 E 10th. COURT TILUT TESTING A ENGINEERNG COMPANY F -AUAH. FLORIDA 33013 96 — 361 ;ws 1LW. 36th. S1. Sts Y11, VAONK G, RDM FL 33166 DRAWINO No ptwm :(335)671-100 . Fez : (305)871 -IS3t RY � � yt„ �, x. M'SC o.a WALTER A. T1WT Jr.. P. E. I - s SHEET 6 OF 11 Pwpro CONCPE7C PCCCWXD COYA^_Pm ANCNCRS • d o. C co m \ , P06R'ED Cof. om PCOulpo r - \ COWCT W-400? TO i w 2' . %4 -�PAK � PME M M ANCHOR —� & COAX w/ NYLON CAP.— K (ONLY Ar w -w (2)1 r x r x J /s• x O• -r Nwn. AWE MP SNCEE SPANS & r x r it 31C r 0' -2* MN-. AA•,L£ TOR lAX.TWLE SPANS W/ S. N. S: 70 hEAO£R & J /B' . nfRU BOt ro AUDON TMU SX1C PAC 000" MA 1• x r r .ray CO-L Atummw moue W/ CONCRCT£ ANCHORS w rr O. C '.rxrx 1/4* w 0-2' Aka". MIME W/ 1 114 x 3l4° S. Af. 5 10 NEwm & 1 /T, r 4 314' RAMC BOLT ANCHOR TO MALL. OR V OR R14 WALL MOUNTING SECTION W -W (3) SCALE : r /e. - T. NOTE : �OR ® THIS INSTALLATION IS ONLY VAUD FOR STORAd BARS WITH J.fox. SPAN = 8' -0" & HEADERS W17H 12' -0" blox. SPAN. CASE I FLOOR /CEILING MOUNTING SECTION W -W (1) & W -W (2) SCALE: r /B' - r' ELEVATION SCALE : rje - T' ELEVATION XI SCALE : r /e' - r' 0 I t /rxr 1rr.1?S'x Yf/(LON Nur-. AKXE (CAW SX1EJ W/ (r 1/t. S. S. x J J/� NTAD wow ANCHOR OR R4R BOLTS ro J 14 gyp- d oo� txrvNttr HYA[A`F ro w1XLOH V/ J/B • RfRU BOLT ro .=A TIM SLOE Am_ DOOR OR wnroow CLASS Pol vm COflCAYTi RCGURED COI rgC7E AIW M 5 • O. G EO CQ� O 00 i 1 0 0 Me] CEILING MOUNTING SECTION W- W (2) SCALE : 1/8" - 1' TYPICAL HEADER CONNECTION AT ENDS. SECTIONS W -W ELEVATION X2 SCALE : T /B" - 1, POtWD CONCRM RCOWED cowv£cr wAom ro WALL W/ 112* • x 4 J /<' MWE BOLT ANCHOR AS SHOYNY. /• . r ..125 Cont. AL1lUIKW AM;U w/ CONGPCTE ANCHORS & 1 r O. C WALL MOUNTING SECTION W- W (3) SCALE : 118' - r- T Co iNC. 7 t/r x 1 112' ..12.r x A,t/LtA7N 0£P A&M AHCEE TILLR TESTING A ENGINEERING COMPANY (UCH SlwJ w/ (1 r/7 . S. S x J J/1 RCD NlM WALTER A. TIwr Jr.. P. E. WCDOf ANCHOR OR RA.I nn . :- l •A'eo BOLTS ro ,4 J 14 r r/C rot oa (rir. roP rrDAq � oo G C�O�NN,7�CCT HEADCR M M41 ON WX Y MULUrN r.Sfp�£ AS SHOW. OPEN A!t�T AND com w ru DOOR y OR 71{ *MOW llwm 014 OR V, tt )it OR (s Pwpro CONCPE7C PCCCWXD COYA^_Pm ANCNCRS • d o. C co m \ , P06R'ED Cof. om PCOulpo r - \ COWCT W-400? TO i w 2' . %4 -�PAK � PME M M ANCHOR —� & COAX w/ NYLON CAP.— K (ONLY Ar w -w (2)1 r x r x J /s• x O• -r Nwn. AWE MP SNCEE SPANS & r x r it 31C r 0' -2* MN-. AA•,L£ TOR lAX.TWLE SPANS W/ S. N. S: 70 hEAO£R & J /B' . nfRU BOt ro AUDON TMU SX1C PAC 000" MA 1• x r r .ray CO-L Atummw moue W/ CONCRCT£ ANCHORS w rr O. C '.rxrx 1/4* w 0-2' Aka". MIME W/ 1 114 x 3l4° S. Af. 5 10 NEwm & 1 /T, r 4 314' RAMC BOLT ANCHOR TO MALL. OR V OR R14 WALL MOUNTING SECTION W -W (3) SCALE : r /e. - T. NOTE : �OR ® THIS INSTALLATION IS ONLY VAUD FOR STORAd BARS WITH J.fox. SPAN = 8' -0" & HEADERS W17H 12' -0" blox. SPAN. CASE I FLOOR /CEILING MOUNTING SECTION W -W (1) & W -W (2) SCALE: r /B' - r' ELEVATION SCALE : rje - T' ELEVATION XI SCALE : r /e' - r' 0 I t /rxr 1rr.1?S'x Yf/(LON Nur-. AKXE (CAW SX1EJ W/ (r 1/t. S. S. x J J/� NTAD wow ANCHOR OR R4R BOLTS ro J 14 gyp- d oo� txrvNttr HYA[A`F ro w1XLOH V/ J/B • RfRU BOLT ro .=A TIM SLOE Am_ DOOR OR wnroow CLASS Pol vm COflCAYTi RCGURED COI rgC7E AIW M 5 • O. G EO CQ� O 00 i 1 0 0 Me] CEILING MOUNTING SECTION W- W (2) SCALE : 1/8" - 1' TYPICAL HEADER CONNECTION AT ENDS. SECTIONS W -W ELEVATION X2 SCALE : T /B" - 1, POtWD CONCRM RCOWED cowv£cr wAom ro WALL W/ 112* • x 4 J /<' MWE BOLT ANCHOR AS SHOYNY. /• . r ..125 Cont. AL1lUIKW AM;U w/ CONGPCTE ANCHORS & 1 r O. C WALL MOUNTING SECTION W- W (3) SCALE : 118' - r- ELEVATION X3 SCALE : r/T' - r' 06-1207. PR' . Iii ICT ((ON IRON. UilNrl TO TIPII.I vu ` )I)E C%li'I,fANCti APP r6AS COMPLYING WITH F SOUTH LORIDA BUILDING CODE ��33 DAT =L 19. ff/ BY PRODU NTROL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO q_7 - 691 e- 6- DADE COUNTY 40 mm EXTRUDED ROLL —UP SHUTTER AS SCALE II /a /ea HOMESHIELD INDUSTRIES, INC. PATE "A HL FLOONaOo 3 96 - 361 .cv. w •rxcr•naw eNVr -mv. DRAWINO 140 s SHEET 7 OF II T Co iNC. TILLR TESTING A ENGINEERING COMPANY 5595 tLM. Mth. St, Sb. 217. NRMOA OSRODG, rL 33161 Phan : (306 )671 -1570 . r= : (705)871 -1371 WALTER A. TIwr Jr.. P. E. nn . :- l •A'eo ELEVATION X3 SCALE : r/T' - r' 06-1207. PR' . Iii ICT ((ON IRON. UilNrl TO TIPII.I vu ` )I)E C%li'I,fANCti APP r6AS COMPLYING WITH F SOUTH LORIDA BUILDING CODE ��33 DAT =L 19. ff/ BY PRODU NTROL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO q_7 - 691 e- 6- DADE COUNTY 40 mm EXTRUDED ROLL —UP SHUTTER AS SCALE II /a /ea HOMESHIELD INDUSTRIES, INC. PATE "A HL FLOONaOo 3 96 - 361 .cv. w •rxcr•naw eNVr -mv. DRAWINO 140 s SHEET 7 OF II (4) 1 /4llr BOLT TO HEADER &� POtJREO CONCRETE (J) J /8' e x 2 1/2" RAWL OULT To WALL RfOUJriED / REOUIREO USE Y x Y x flLD Alum. ANCLtS fbR AOURED CONCRETE � j CASES W/ S B(RLD -OUT TUBE y' r tY►�s .I7l Ca+t. Ktn/1/N --- - - - - -- = =-,l a1 T 1(IUY ` ANfEE O TO ivLWlrrai► -% 314' x N. s` E• tE I II 1'rrx.t2SCant 1 �•• —�� II / `♦ II r x r x .25(f r O' -Q' Ann. r ALU&wAw AAW M/ 114 r I / ♦\ II I J \ 11 ANGLE CA Soc W/ 0) J/d 4 x � t' S At S / / Q C ! 11 Z t/1 A4w- BOLTS TO ttlNl I 1 r"1 1 II I I �i j 11 t3 f4x J /4'siKSTO ARRUAN I \ J 11 I ♦ I I ♦�� - -'' II BEYOND I ��_�•' �I� ---� 8E}L'NO �--- .�♦ I 0 0001 Q j \ por O II \ ! a aJO I I 750 1.75 , OR © I I = (2) Z' x 4' x 1/4' x 0• -8' Akom (JJ 3/8" 0 x 5 /12" RAHL I I AN(XE W/ {4 114' I THRU BOLT BOLT T1 W HEADER & 1' I I To HEADER (i} J /s' 0 x 2 r/Y Alum. SPACER TO W.{LL BAWL BOLr TO WALL EACH ANGLE USE 2' x 7' x 114* Awn+. ANGLES 1' I I FOR CASES W/ X BUXD -OUr TUBE A g OR R DOOR i E GL �OR CASE © CAST 1 M4WOM' ASS I I I I WALL MOUNTING : SECTION W -W(3) WALL 14f0UNTING :SECTION W- W(3) I 1 SME : T /8' - T' SCALE : T /B' r' {2} z• x 4' x r /4� x o•-8° Arum, --� I Avar W/ (4 1/4 * rHRU 80LT I TO HEADER (J _ J /8' 0 x 2 1/ I BAWL BOLTS TO ALL EACH ANGLE W/ r r 12' Min. PENEWTM. ® zj n ELEVATION X�� SCALE : r/r - I' (J) J,J� L x jr r/Y RAWL T THRU HEADS A r' Adam. SPACER TO WALL 2• r W t {i TO H /4' x 0'-8' Akan. ANGLE 0 BOLT TO HEADER 0 r 2 1 12' PAWL BOLT oOR OoR ELEVATION XI TYPICAL HEADER CONNECTION AT ENDS : SECTIONS W- W (CONTINUED) SCALE 0 !RN"N@ oOR® I I 2' xrx Ma* x0• -CMJfm AMGTE Cl SWE W/ (9) Jle 0 x Z T Y RAK WETS TO WALL h3/,4xJ /!'S. ACS Ta AR/LUON. WALL MOUNTING MULLION CONNECTION AT TOP & BOTTOM : SECTION W=-W 0) SCALE : 1/e - 1' y� / �T TLEc ER 0 o INC.A CM T1LLlT TESTING ! ENOINEERfNQ COMPANY 6395 ILW. 3m. st- SbL . Fmca(305)875- I53t331N WALTER A. TtLLTT Jr.. P. E. PRODUCT RENIEWED Ac,C-tTTANCr: j%,v._ ,QD fj.Z 0 7.0 / 0 O o I'l:( )UCI CON'I'I2Ui UI Si0I4 IiU1LP NG 0DLCOAii'LIANCGUFF APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE DAT CH )a 19�� BY PROOUC NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. - 40 mm EXTRUDED ROLL —UP SHUTTER HOMESHIELD INDUSTRIES, INC. 5585 L t Ott. OOURT K41-FAK FLOMD+ 33013 IlacArttow DADE COUNTY AS SHOWN I SCAB 11 /a /9a DATE g 36 61 MVVlNO NO SHEET 8 OT It WOOD FI£ADER REOU/RIED Ex/STUVG WINDOW VARIES SEE TABLE 1 ON SHEET 10 OF It FOR Min. SEPARATIONAGLASS FOR INSTALLATIONS W -ffN 30 /GRADE MEASURED AT BOTTOM OF SHUTTER 4 x f' LONG LAq SCREW �O £o. STUD OR O ITT O. C. IF Cont WOOD HEADER EXISTS AT THIS LOCATION. I'x2'x 1 /8'Cont. �V- -r— Alum. ANGLE / t � � 1 pf III y� . O I PLAN A (SECTION) WALL MOUNT SCALE : 3/6" 2' x 4" *000 STUDS REQUIRED O CORNER (TYFIC,A1) x 4" LONG LAG SCREWS 0 6" 0. C. W/ 1 112' Min. PENETRATION TO EXISTING WOOD STUD. b 0 0 O N ()R D moo. A PLAN B (SECTION) ALL LL L— 1' x 2' x .125" Cont Alum. ANGLE 114" 0 x 4" LAG SCREWS O Ea. STUD WOOD STUD O 24" O. C. MAX REQUIRED WALL MOUNTING INSTALLATION SINGLE SPAN CONDITION N. T. S INSIDE MOUNT SCALE : 3/8" = f" NOTES. 1. INSTALLATIONS ARE ONLY WW FOR SUILL)INGS WITH MEAN ROOF HE7GHT ESS L OR EQUAL THAN 30 FEET: 2. FOR NEW FRAME CON6IRUCT70N. WOOD MEMBER TO aE SOUTHow PwE No. 2 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 3. MINIMUAI PENETRATION OF LAC SCREWS INTO WOOD MEMBER TO BE 1 112". 2' x 4" limv STUDS REQUIRED O CORNER (TYPICAL) 114' o x 4' LONG 2° x f" STUDS LAG SCREWS O 6' 0. C. W/ 1 112' Min. PENETRATION 70 EXISTING WOOD STUD. PRODUCT RENEWED nc,cl:iw� cr. >.oj- -12 07. o1 r� 'IIZA' ;t;; n:�n: 0� 00 —1`14) A I T CON 1•ROI - DIVISION Ih tll.l)i :c : ' 11)P. C( ?'�1Pl.li.NC1:OP CL BUILD —OUT SCALE : 3/8" = I' 40 mm EXTRUDED ROLL —UP SHUTTER .� HOMESHIELD INDUSTRIES, INC. tL E C t3 I N. 3883 E ,0th. COURT T1L1IT TESTINQ Z EN(i1NEERAiQ CQYPANY HWEAH. FLORIDA 33013 6605 K.Y. 36th 9t.. SE► 217. VVKWNK CARWC% Ft 33166 Pttao.: (mJ6n -1330. fax : (3m)gn -1531 ftv A �,�ty an wtr. s. erw�e+wM a WALTER A. T1LLR Jr.. P. E DADE COUNTY SCALE ' 11/6/96 DATE 9�— DRAWINO NO SNEET 9 Of II 2' K4' WOOD STUDS REQUIRED O CORNER (TYPICAL) 1/4" 0 x 4" LONG E LAG SCREWS O 6" 0. C. W/ 1 112' Alin. PENETRATION J" x J, x 1/8" Cont To EXIS17NG WOOD STUD. Alum. TUBE (6063 -7-6 ALLOY) .50D" / 14 x 3/4 Y" C. APPROVED AS COMPLYING WITH THE 5 S. O 0. - SOUTH OR DA BUILDING CODE A BAT 19 B BY PROOU T NTROL DIVISION PLAN C (SECTION) BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO Q-j -64jz� BUILD —OUT SCALE : 3/8" = I' 40 mm EXTRUDED ROLL —UP SHUTTER .� HOMESHIELD INDUSTRIES, INC. tL E C t3 I N. 3883 E ,0th. COURT T1L1IT TESTINQ Z EN(i1NEERAiQ CQYPANY HWEAH. FLORIDA 33013 6605 K.Y. 36th 9t.. SE► 217. VVKWNK CARWC% Ft 33166 Pttao.: (mJ6n -1330. fax : (3m)gn -1531 ftv A �,�ty an wtr. s. erw�e+wM a WALTER A. T1LLR Jr.. P. E DADE COUNTY SCALE ' 11/6/96 DATE 9�— DRAWINO NO SNEET 9 Of II SLAT PERFORMANCE CHART MAXIMUM DESIGN PRESSURE RATING W (P. S. f.) AND CORRESPONDING MAXIMUM SLAT SPAN "L " FOR TYPE 1 SLAT (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) DESIGN LOAD 'W' (p.S.L) SLAT PE 1 MAXIMUM SLAT SPAN w MINIMUM SEPARATION TO GLASS SINGLE UNIT + MULTIPLE UNIT + SINGLE UNIT •+ MULTIPLE UNIT +a SINGLE UNIT +++ MULTIPLE UNIT rr+ 40.0 3' -6' 3' -6' 4 J/r 4 112' 2 112" 2 112' 42.5 3• -6" 3' -6' 4 112' 4 112- 2 J/r 2 112' 45.0 3' -6' 3' -6' 4 112- 4 112- 2 112' 2 1/2- 47.5 3' -6' 3' -6• 4 112' 4 112- 2 112' 2 11r 50.0 3' -6 3' -6' 4 112' 4 112' 2 1/r 2 1/r 52.5 3' -6" 3' -6' 4 J 2 - 4 112- 2 112' 55.0 3' -6' 3' -6' 4 112- 4 112- 2 112' 2 112' 57.5 s' -6' J-6' 4 112- 4 112' 2 112- 2 112' 60.0 J' -6' 3' -6' 4 112' 4 112' 2 l/r 2 112' 625 3' -51 3-5' 4 112- 4 1/2- 2 112- 2 112' 65.0 3'-4" 3' -4' 4 112' 4 111' 2 112- 2 112' 67.5 s• -4" 3• -4' 4 112- 4 112' 2 112' 2 112' 70.0. 3• -3' 3-3, 4 1/r 4 112' 2 112' 2 1 12' 72.5 3-3' 3-J' 4 112' 4 112' 2 112' 2 112' 75.0 3' -2' 3' -r 4 112- 4 112' 2 112- 2 112' w SPANS VALID FOR ALL APPLICABLE ELEVAflONS OF BUILDING. +� MINIMUM SEPARAR170H TO GLASS FOR SHUTTERS INSTALLED WITHIN THE RRST 30' -D' ELEYAflON OF BUILDING MEASURED AT BOTTOM OF SHUTTER ANO A44KIMUM SLAT SPAN. SEE TABLE 1 FOR MINIMUM SEPAfLATION TO GLASS FOR SPANS LESS THAN Max. ALLOWED. .•. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVAflON OF BUILDING, MEASURED AT BOTTOM OF shvT7ER. NOM MINIMUM SEPARATION TO GLASS FOR SINGLE AND AfUL77PLE UNITS SHALL BE MEASURED FROM 84CK OF SLAT TO GLASS. C � SINGLE SPAN SLAT SPAN (f1) Min. SEPAR 41TON TO GLASS SINGLE UNIT MULflPLE UNIT SINGLE UA7T AfUL77PLE UNIT 3' -1- TO 3-6 3' -1 " TO 3' -6' 4 112' 4 1/2- 3•-1' OR LESS X- I* OR LESS 4 112' 4� r L _1 ❑ ❑ ❑ C❑ ❑ -r -1 SPAN LAYOUT MULTIPLE SPAN PRODUCTRIENEWED D:C By PR I)lt(: i CO` "I'I?O1.131 \'ISi(T BliTl.l h(' COA11'l'l'NNCI:UI'r L APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT C 19� BY PRODU NTROL DIV!SION BUILDING JGODE COMPLIANCE OFFICE ACCEPTANCE NO.q I— q� 10.66 40 mm EXTRUDED ROLL -UP SHUTTER HOMESHIELD INDUSTRIES, INC. 3585 E 10th. COURT HNLEAH, FLAPoDA 33013 ��tttttl� DADE COUNTY - i SCALE 11/8/96 DATE 96 - 361 p1tAWINO No SHEET 10 OF 11 IL ECC INC. f� TILIIT TESTiNO t ENOINEERINO COMPANY U Y rN"`i» ( %tm Isio •. iMoc a(]oo 133 sStee nr. '71 WALTER A. TILLR Jr, P. E + FLORIDA Uc. 44167 MULTIPLE SPAN PRODUCTRIENEWED D:C By PR I)lt(: i CO` "I'I?O1.131 \'ISi(T BliTl.l h(' COA11'l'l'NNCI:UI'r L APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT C 19� BY PRODU NTROL DIV!SION BUILDING JGODE COMPLIANCE OFFICE ACCEPTANCE NO.q I— q� 10.66 40 mm EXTRUDED ROLL -UP SHUTTER HOMESHIELD INDUSTRIES, INC. 3585 E 10th. COURT HNLEAH, FLAPoDA 33013 ��tttttl� DADE COUNTY - i SCALE 11/8/96 DATE 96 - 361 p1tAWINO No SHEET 10 OF 11 MULLION LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W' (p. S. f.) AND CORRESPONDING MAXIMUM SPAN "L° (Ff.) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) 4mlmuM TYPE 1 MULLION 2' x r x .125' TYPE 2 MULUON 5' x 5'x 2.0' TYPE J MULLION 4' x eLSreN LOAD AOAJJYV SP.ICCM MR1fON SPACNG Wt LOV SPAUNc 'W' (p.>.l.) r -6- OR L[SS > 5'-6' to 5' J•-6' OR Lfz > r -6' TO S• > s• m 8' J• -6' OR uss > J' -6- ID 5' > !• ►O a' 40.0 8• -9' 8' -t!' 12• -td 1J• -f- s' -9" 5• -g' T -e' T -8' 425 8• -6' 8' -9' 5'Z' -7" IZ' -1d !r' -d t5' -8' 15-11, r -8' 45.0 81-s' 8• -r 12' -4' 12• -r t0• -9• f3• -4' 15• -8• 13-5' 47.5 a' -3' 8' -5' l2' -t• 12• -4- 10' -7' 15• -1' Is' - 4' fJ' -r - 50.0 8• -,. 8' -J' i1' -5'r' f2• -2' to-5, 14' -tC 5's• -1• 12• -11• S ?.S 8-0' 8' -2• ff' -8- I1-5'l' 10-T I4' -7 T -s• T-8' 55.0 T -JO• 8'-0' 5'1' -6' f!' -9" to,- f. 14' -4• I4• -r 12• -r 57.5 7-9' T -11' t f' -4' 11 • -r 9• -1 r• ►s -2' 5's -3' 12 -4' 80.0 r-7" 7 -9' t 1• -r 5' t• -5' 9' -9' 13'- J I' ! t' -J' T -S' 62.5 7*-6' T -B- t1 _t' 11 _3- 9• -6' /3' -9• tt -1' t2' 0' 65.0 7-5- 7' -r to- t f' 5't• -r 9• -6' 13' -r 13- td I1• -Id 67.5 T -t' 7' -61 t0• -9• i5'' -d 9' -S t3 -5- t3' -8' I1' -9' 70.0 7' -J• 7• -5- t0•-6' IO• -rd g' -4 5' -- T -5' 7• -2' 72.5 7' -r 7• -4' t0• -4- to' -9- 5,_9. 5'_g• 7._4- 75.0 7 -r' 7• -3' i0 _7 f0' -T 9' -1• J2' -11- 13' -J ti'-4• STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "K/' (p S. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) ukuwAf TYPE 1 STORM BAR .750- x 2.875' DMVED TYPE 2 STORM BAR r x L815' EMUDEO TYPE 3 STORM BAR r x 2 Ijr EX7RU0FD TYPE 4 STORM BAR r x 4' x .23d IXIRVOW DESIGN LOAD SMRM &W SPACM • VOW BAR SPACNG STORW 54R SPACIAC • STORtt 8AR SPACUG > -5-m a• J' OR LESS > J' Rt J' -6' J' OR LESS > J' TD J'-6' r OR LESS > J. 5'n r -6' Y OR LESS > J• To r -6' 40.0 5'-6' 5-6- s' -9" 5• -g' T -e' T -8' 9• -7* 9•-5' 4I.3 5' -6 5' -6' S' -9' 5'-9' T -e r -8' 9'-5' 9• -r 45.0 5•-6" 5• -6' 5• -9' y_g T-b 7' -8, 12'-4' 1T-.i 47.5 51-6' 5• -C 5'-9' s -9" 7'--5' t ?'-0' 17'-0' JS' -r 50.0 5• -6' 5•_6- 5' -9' 5• -9' 7' -g 7-8, g' -7' 9' -7" 52.5 5•-6' 5' -6' S._o. 5• -q. T -s• T-8' 9' -r 9' -7" 55.0 5'-6' 5• -6- 5• -9• 5• -9' r -Li' r -7' 9­21 9• -T 57.5 5• -6' 5• -6" 5• -9' 5-9- 7-8' T -6' it -5'0- e• -r 60.0 51-C 5• -0, 3'-9' 5• -9' 7' -8' T -S' 8• -5• J3' -4' 62.5 5-6' 5• -6- 5'-r 5 -9' 7• -3' 7' -4- 9' -7' 9• -7, 65.0 S• -6' 5-6" 5' -9' S' -9' 7' -7' 7• -J- 9 -5' 9' -7- 67.5 5• -6• s -6 5, -9' s -9• 7' -6• 7• --r 9' -r 9• -r 70.0 5' -6' 9' -1/' 5-9 5' -- T -5' 7• -2' r 11' -T 72.5 5• -6' 5• -6- 5,_9. 5'_g• 7._4- 9 ' - T 75.0 5• -6' 5• -6' 5• -9' 5' -5' 7'-4' « STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL rIOT BE E.YCEEO£D. HEADER LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W' (p s f) AND CORRESPONDING MAXIMUM SPAN "L" (Ff.) FOR A GIVEN TYPE OF HEADER AND STORM BAR HEIGHT (Ff.) (USE PEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) RAa IMW TYPE 7 iNEADER t I/5'. 4' CHW4CL TYPE 2 HEADER 2' ,< 4 1/5' CMNt1£L TYPE J HEADER r x 5' WK O row LOAD StOR4t LIAR HDOW SCORN w HOCK sraw sAR t rctr (,.x.1) s• OR Lres > -5-m a• S• oa rree > s• to a• s OR ttss > s m a' > a• r t 40.0 t3' -6 101-8• t6' -d iJ'-3" tB'-0- t6 -d t5 -2 423 tJ' -f' JO' -� f3'-d tT -g- 15•-9' 11' 43A 12' -9' f0' -1' 15' -6" JS' -6 t t -8^ 47.3 12._5' g, -IO' 15' -4' 12'-4' 1T-.i 15' -4' 14 -5' 50.0 12'- f' V -7' 15 _ 1 • t ?'-0' 17'-0' JS' -r 525 !t' -Id 9' -4' I4• -Id fl -9- IB' -td I4• -t l" 13' -Id 55.0 1l' -6- 9' -!• 14• -6- !!' -S• !6' -r It' -9- B' 57.5 11 • -J- a -J r' is _2• t l • -r 16•-5' f s• -T 13• -J' 60.0 tt' -t' 8• -9• 1J' -Id %0' -I ►- t6 -J' 5's -6' tT' -tJ' 62-5 it -5'0- e• -r 13• -7" f0-9' f6' - ►' tt -r 12' -8' 65.0 JO•-r 8• -5• J3' -4' to-e 15• -It• IJ' -tJ t1' -S 67-5 10' -s 8'-5' t3' -1- 10•-t' 70.0 f0• -J" 8' -I I?' -)d t0• -r 15'-r IX -5- 1T• -d 713 t0• -t- T -11- t2' -T to-o' t5' -6' 73A 9' -1/' T -id 1 ?' -S 9•_10- f5' -�5- 11• -11- 11' -T gti t c•` 45G__ MAXIMUM ANCHOR SPACING (in.) AT SIDE RAILS VERSUS EDGE DISTANCE = E. D. MAXIMUM SIDE R41LS SPACINGS SHOWN ON SHEET 4 OF 11 ARE VALID FOR 3 1 ,/2" EDGE DISTANCE. FOR E. O. LESS THAN J 112, REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON THAT SHEET BY THE FOLLOWING FACTORS_ ACTUAL E. 0.= EDGE DISTANCE FACTOR •3" .86 2 1/2" .71 2' .50 T L T1LLIT TESTING 3 ENGINEERING COMPANY 6693 PNh+ (30S)671 -1 .,ra... ( �1 i53i 316e WALTER A. TILLtT Jr., P. E. lI-R0lN7l.iv ncrrrr,\.cl' 00-1 Z07• D ZA D5' PR UCT CONI I201.11IVISI0 BlJitl) �G ,)" ;COAU'Ljoci:U 1101: APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE Q� DAT a BY PRO NIROL DIVISION BUILDING .CODE COMPLIANCE OFFICE ACCEPTANCE NO. 11 0?- DADE COUNTY 40 mm EXTRUDED ROLL -UP SHUTTER SCALE 11/6/96 HOMESHIELD INDUSTRIES, INC. GATE mWEAH. FLO DA 333013 96 - 361 DRAWING No b oixnrtlol we 5'r. r. oc�w•nur an 3 SHEET 11 Of 11 J i I t t t >' ,,BUILDING'S MEAN ROOF HEIGHT VS LOAD TOP COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF #--L=IGHT. EQUAL OR LESS THAN 60 FEET V. (APARTMENT 8viLD.R GS) WEAN ROOF HEIGHT (h) COASTAL-- & . NON COASTAL ZGtS (TRIBUTARY AREA = 20 FT2.) END ZONE _ INTERIOR ZONE 0' -15' 57.7 45.8 >15' -20' 62.7 49.8 ' >20' -25' 67.0 53.2 >25' -30' 70.7 56.1 >30' -40' 76.4 60.7 >40' -5O' 81.5 64.7 >50' -60' 85.8 68.1 MEAN ROOF HEIGHT (h) COASTAL F.: HOU COASTAL ZONES (1RIBUTA? r AREA = 30 FT2.) END ZONE INTERIOR ZONE 0' -15 55.5 44.8 >15' -20' 60.4 48.8 >20' -25' 64.5 52.1 >25' -30' .650 ` 54.9 >30' -40' 73.5 59.4 >40' -50' 78.4 63.3 >50' -60' 82.5 66.7 MEAN ROOF HEIGHT (h) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA = 40 FT2.) ENO ZONE INTERIOR ZONE 0' -15' 53.3 / 43.9 >15' -20' 58.0 47.7 >20' -25' 62.0 51.0 >25' -30' 65.3 53.8 >30' -40' 70.6 58.1 >40' -50 75.3 62.0 >5&-,60* 79.3 65.3 BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APAR=TMENT BUILDINGS) MEAN ROOF HON COASTAL ZONES COASTAL ZONES HEIGHT (h) EDGE ZONE END ZONE INTER& ZONE V EDGE ZONE END ZONE ♦ IEITERiOR ZONE >60' -70' 116.5 86.8 571 153.1 114.1 75.1 >70' -80' 121.2 9013 59.5 156.8 116.9 77.0 >80' -90' 125.8 93.8 61.8 160.6 119.7 78.8 >90' -100' 129.6 96.6 6316 164.4 1225 80.7 0' -120' 136.2 101.5 66.9 170.0 126.7 83.4 0' -140' k 142.8 106.5 70.1 175.6 130.9 86.2 0' -160' 148.4 110.6 72.9 180.3 134.3 88.5 > 160' -180' 153.1 114.1 75.1 185.0 137.9 90.8 > 180' -200' 157.8 117.6 77.5 188.0 140.7 - 92.7 >200' -250' 168.1 126.3 82.5 197.2 147.0 96.8 - >250' -300' :176.6 131.6 86.7 204.7 152.6 100.5 >300' -350' 185.0 137.9 90.8 211.3 157.5 103.7 >350' -400' 192.5 143.5 94.5 216.9 161.3 106.7 N>450--500- 199.8 1489 98.1 221.6 165.2 108.8 204.7 152.6 100.5 226.3 168.7 111.1 ! L IE C O I TtLLIT TESTINO & tN01NEERINO OOHPANY :305 M.K. 36t%, tt� 217, YPooiK CAROE)IS. RAPDX 33WA rw..: (305)6'71 -1550 . rm : (305)071-15312 wALTER A. TiLL[t Jr P. E. FLORIDA Lit. 1 44167 uEAFI ROOF HEIGHT (r•) CJA' TAL & t40ti COASTAL ZONES (TRIBUTARY AREA = 50 FT2.) DID ZONE INTERIOR ZONE 0• -15' 51.1 42.9 >15' -20• 55.6 46.7 >20' -25' 59.4 49.9 >25' -3G• 62.5 52.6 >30' -40• 67.7 56.9 >40' -50" 72.2 60.6 >50' -60' 76.0 63.6 "Xm: PRCFESSIONAL DGI1EER'S SIGNATURE AND S&L INDICATED ON THIS DRAWING ARE ONLY APPUMEZZ ID GENMC WIND LOAD CHARTS BASED ON A.S.C.E 7-88 SDCITON 6. REQJIREKENTS FOR A FASTEST WIND SPEED Off 110 H.P.H. SPB=C WIND IDADG HAR10D OR HIGH LIGHTED ON THIS GENERIC CHART BY Tilt CONIRACIL'IR FM AN SMIFIC JOB. AT IRE ME FOR APPLYING FUR A PERI(MAND EE ERMINED BASED ON AN SPFUIFIC MEAN ROOF HMGHT. WIND EMLIRE. AS VaL AS EDGE. END OR INIMOR ZOM HAF'E NOT BEEN ANALYZED BY THIS ERUNEER UR THY ARE BEING CiRTM D BY THIS FGINEER. SHIED THIS CONDMON NOT UM AOCEPIASIB BY THE BUI DG CFFICIAL, THEN THIS SIGNED AND SE UM G£NDUC WIND CHART SHAH. Ir r BE USED TU CIBIAIN ANY FMUT WHERE SPEX:IFIC DESIGN WDD LOADS ARE REQUIRED_ 10 BE C RTITIED BY A PRCFESSIONAL DIGINEER. DADE COUNTY AS SHOWN ASCE 7 -88 /WIND LOAD SCHEDULES SCOLLE 5/17/95 DATE DRAWING NO t11i1 F_ - Mtn O.R s SHEET 1 OF 1 7 r� B 8c B SMn'TEWS INC. 14494 SW 66 ST. u MIAMI, FL 33173 pHONE/FAX 345 - 273 -7696