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SHUTTERSDate Job Address !2i4 a 1. (I/if Legal Description &G.i'VL 2_ 11LK C wnee beast- f!.': a .1)1 q, !l Ai Pi Owner's Address / X? /J G (( 4 Contracting Co. NC L E `-+ E ( a 1 /1 t u Vt Qualifier ' C66 (Al 3 8 State # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): `$UILDIN WORK DESCRIPTION: S t Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YGJ INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. L My Commission Expires Signature of owner and/• Presi• -nt PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • 305- 795 -2204 Municipal # ) Tax Folio Historically Designated: Yes No Master Permit # B _200,2 "' VI 3 757— 05 n1 Address J eCJ0 E c2 / dew(' . S r SS# Phone � — 1 � — Phone Competency # ELECTRICAL PLUMBING -\-61,-Lccatce c °9 (NA S Lt.t. A My Commission Expires oc i o 1 << , . Ins. Co. MECHANICAL ROOFING Date Signa ure of Contractor or Owner Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner Builder Date FEES: PERMIT RADON C.C.F NOTARY BOND APPROVED: _. f". TOTAL DUE Zoning Building i.j,.`- ( j„ Electrical Mechanical Plumbing Structural Engineer ROLLUPMATIC INC 4850 N.E. 10TH AVENUE OAKLAND PARK, FL 33334 PHONE 954-772-4322 PAY TO THE ORDER OF a F FOR First Union National Bank firstunion.com Org. 003 R/T 067006432 00049450 40670064321:209000 06 L930 63-643/670 C )3 BRANCH 07506 :112kC*I-LAIV-004/4 $ DATE 4945 Socunly DOLLARS Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1 /7/2003 Applicant: YNGWIE Owner: MALMSTEEN JOB ADDRESS: 1009 NE 94 Contractor Local Phone: Parcel # 1132050150010 elone,vt Fees: Description FEE2002 -3675 Building Fee FEE2002 -3676 CCF Signed: Building Permit Permit Number: BP2002 -1178 Legal Description: BELVEDERE PARK PB 16 -71 LOT 1 LESS BEG SE COR NWLY 49.3FT MALMSTEEN YNGWIE ST ontractor's Address: Amount $610.00 $24.00 Total Fees: ( /o3 $634.00 Permit Status: Approved Permit Expiration: Construction Value: $40,000.00 Work: INSTALL HURRICANE SHUTTERS ACCORION TYPE SHUTTER Page 1 of 1 Total Fees: $634.00 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the wpyk covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/1/2002 Applicant: YNGWIE Owner: MALMSTEEN JOB ADDRESS: 1009 NE 94 Contractor Local Phone: Parcel # 1132050150010 Signed: Building Permit Permit Number: BP2002 -1178 MALMSTEEN YNGWIE ST t rKIA-) Contractor's Address: Page 1 of 1 Legal Description: BELVEDERE PARK PB 16 -71 LOT 1 LESS BEG SE COR NWLY 49.3FT Fees: FEE2002 -3675 FEE2002 -3676 Description Amount Building Fee $610.00 CCF $24.00 Total Fees: $634.00 Total Fees: $634.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 12/28/2002 Construction Value: $40,000.00 Work: INSTALL HURRICANE SHUTTERS TYPE ROLLUP SHUTTERS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees '(INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to e proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: au.: Spa r ea 9 4(0l 12, ao ?(.1 IrAcuG, �61,1)tu, u iJ tC Ac.#04955:43 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#LOao7leolo77 DATE BATCH NUMBER ` telpfk/2`002 .2( 00204 4 .c'aCf3738 ' ,: The .GENERAL CONTRACTOR: } Named? below IS- ,CERTIFIED ' Under the provisions of Chap '.gx. 4 Expiration date: AUG 31, 200t1:_x`' ' SANCLEMENT, ANTONIO INDIVIDUAL 5880 N.E. 22 AVENUE FT. LAUDERDALE FL 33308 JEB BUSH GOVERNOR KIM BINKLEY -SEYER DISPLAY AS REQUIRED BY LAW SECRETARY Building Department of Miami Shores Village 305- 795 -2204 10050 N E 2nd Ave Miami Shores FI. 33138 A. S. A. CGC 037388 5880 N E 22 Ave Ft Lauderdale FI 33308 954-772 -4322 Reference Building Permit BP2002 -1178 07 -01 -2002 12 -12 -2002 Permit applied for original proposed contract approximately $ 40,000, 999 sq. ft. Actual work performed after changes were executed $ 30,800.00 833 sq. ft. Antonio Sancient CGCO37388 Entered into a contract coordinated by the owners representative Mr Yilmaz Solmaz 305 - 702-6430 on 06-14 -202, to provide hu 'cane shutters for. Belvedere Park Folio No 11 -3205- 015.00010 Yngwie Malmsteen 1009NE94St Miami Shores FI 3138 This contract has concluded with the owner electing to delete several openings , and change the type shutters installed for several openings. We are submitting the revised property layout with only the competed openings, noting the openings not included in the final orders by the customers. Please apply these floor plan layouts with the permit as it stands to prepare for final inspections. No other orders are in process. If other openings are to be covered we will submit proper paperwork at that time. • .parting you in advance for your assistance • ...... • .. • , 8imcerely Ygnrs • ...... • • •••, • • . ...... .Qn tgnio SaM Ment ..... • . . •• .. • • •... • Firs4 Fladropenings installed: • . • ...... ro'liup [ Crank or Strap #2, 3, 4, 7, 8, 9, 11, 18, 20 • • ...... ...... • • , • •, l;Ql� uP / Electric motor # 5, 6, 10,17, 19, • • • .. ...... Acadatlion #12, 13, 14, 15, 16 ...... • . • Second Floor openings installed: rollup / crank or strap #22, 30, 31, 32-a, 32-b, 32-c, Accordion #33 Rena is -metef OPENINGS NOT INCLUDED IN CONTRACT # 1. 21, 23.24.25.26.27.28.29 and no shutters Installed. enc. layout cc: Yngwie Malmsteen 112 1 2 M A � L GARAGE Parking Area North rear entry door cir iidudAd FIRST FLOOR !LAYOUT; I 11 final layout as of 122002 YNGWIE MALMSTEEN 1009 N E 94 ST MIAMI SHORES FL 33138 -2942 (13" x 4h"0 39" x 68" 4" x 30.5" O 54"x 38.5" as no Ac 94 street ••. • • • • • • .•. • • • • • • • • • • .:.: •• • • • • • • • • • • • ••• • • •; ss to 10 Ave : 1 1 1 1 1 I 1 1 . " ••• • 0 IJNrricane shutters Roliup Shutters .; • •; :: • . : Electric Motor: Fitst fboot s 13, 6,' 0., 17, 19 Crank or strap: First Floor it 2, 3, 4, 7, 8, 9, 11, 18, 20 Crank orStraµ: Second Floor N 22, 30, 31, 32-1, 32 -®, 32-C • • • • • • ••• ..1.. :: filet Fl4Pr.8:t2, 13, 14, 15, 16 Accor : Setond'Floor•h 33' DOUBLE SET SLIDING DOORS NOT TALLED SECOND FLOOR LAYOUT! ACCESS FROM INTERIOR # 21 -32 WINDOWS, # 33, SLIDING DOORS T H AREA ,___GARAGE Parking Area Mir : 135"X 39" 36 "x5n" eIN North e 45" X 64 ef final layout as of 12/2002 YNGWIE MALMSTEEN 1009 N E 94 ST MIAMI SHORES FL 33138 -2942 23 NOT INSTALLED OT INSTALLED OT INSTALLED OT INSTALLED OT INSTALLE OT INSTALL D OT INSTAL ED 94 street Hurricane shutters Roliup Shutterg • • • • • • Electric»otot4: fi�s�flbdr•: # .5, 6, 10, 17, 19 Crank or stra3: •First •8'2, 3, 4, 7, 8, 9, 11, 18, 20 Crank or Strap: Second Floor if 22, 30, 31, 32 -A, 32 -B, 32 -C • • • •• • : ' • irdt FlouF#'f2, 13, 14, 15, 16 •9ecs ; 8ion :: Segsnd Mori/133 ••• • • • • • • • ••• • • • • • ••• • • • • • •• •••• • • • • • • • • • •' ••• •• •• • no A. ess to 10 Ave BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 - 98 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET * BASIC WIND SPEED = 140 mph CATEGORY 11 BUILDINGS (1 =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) • DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE G410 OPENINGS ARE SURROUNDED 8Y OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING. AND WHICH ARF PROTFCTFQ AGAINST WIND DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROTECTED AGAINST BORNE OEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. * ** WIND BORNE OEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. * ** PEAK ROOF 1 HEIE7GHT ( L 441 EQUAL OR LESS MAN 5'-6' GREATER THAN 5' -6' AND � L° LESS 5 OR EQUAL THAN 11' - L° GREATER THAN I1' -0' AND LESS OR EQUAL THAN /7' -J" 1.•• EQUAL OR LESS THAN 3' -6' L" EATER 1HAN -8 ' AND GREATER ' LESS OR EQUAL THAN I1' -O' I-0' AND L" GREATER 7HAN I' LESS 0R EQUAL THAN 12' -3' POSITIVE I NEGATIVE POwwr ' MAIM POSInw MIVA IYE P0911K NEG11Y[ PC.4ITM j NEGATIVE PO.LIIVE NEGATIVE O' - iS 4 2.7 57.2 1 40.5 52.4 J J7.8 i 46,8 56.1 75.1 53.2 4 68.9 49.6 61.5 > 13' - 20 � � _�_r 45.4 60.8 43.0 55.7 40.1 40.1 49,7 59.6 79.8 56.5 73.2 52.7 65.3 > 2D -25 47.6 63.7 45.1 58.4 41.1 52.1 62.5 83.7 59.3 1 76.7 55. J 68.4 > 25' - 30' 49.4 66.2 46.9 60.7 43.7 54.1 64.9 87.0 61.6 i 79.7 57.4 71.1 > 30' - 40' 52.5 70.3 49.8 64.4 46.4 57,5 69.0 92.4 65.4 84.7 61.0 75.6 > 40' -50' 55.0 73.7 52.2 67.5 48.7 60.3 72.3 96.8 I 68.6 88.7 64.0 79.2 > 50' - 60' 57.2 76.6 54.2 1 7 0.2 50.6 62.6 75.1 100.6 71.2 1 92.2 66.5 82.J I BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -98 - PEAK ROOF HEIGHT GREATER THAN 60 FEET * * INDICATED PRESSURES CORRESPOND M FOR ALL ROOF SLOPES ** L = STOW PANEL LENGTH. ACCORDION SHUTTER BLADE LENGTH OR 84H11M4 SHUTTER H * ** PRODUCTS WHICH BEM A 14U11 COUNTY. BROWARD SB C NC IPRODUCT APP .4N 1 BASIC WIND SPEED = 140 mph CATEGORY 11 BUILDINGS (I =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT - DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE ID OPENINGS ARE SURROUNDED BY S OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARF NOT PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF RESISTANT CLASS OR ADEQUATE HURRICANE SHIP ILRS. * ** IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. * ** EVAL Ll4 /ION REPORT • PEAK ROOF HECHT EQUAL OR LESS THAN 11' -0' LA. GREATER THAN 11' -0' AND LESS OR EOLAAL THAN I ?' -S" LESS L EQUAL OR LESS THAN 1I' -0' L '* GREATER THAN I1' -0' AND Las OR EQUAL THAN I2' -J' 0 POSITIVE NEGATIVE POSTAI' NEGAIIYE P0.ATIYF NEGATIVE POSmVE NEGAIIYE > 60' - 70' 54.1 99.1 49.2 85.3 71.0 130.3 64.6 112.0 > 70' - 80' 55.6 102.0 50.6 87.7 73.1 134.0 66.4 115.2 > 80' - 90' 57.0 104.5 51.8 89.9 74.9 137.3 68.1 118.1 > 90' - 100' 58.3 106.9 53.0 91.9 76.6 140.4 69.6 120.7 A'lf > 700' - 120' 60.6 111.1 55.1 95.5 79.6 145.9 72.4 125.5 `� > 120' - I4D' 62.6 114.7 56.9 98.7 82.2 150.7 74.7 129.6 0 S FAE1G� > 740' - 160' 64.4 118.0 58.5 101.5 84.6 155.0 76.9 133.3 > 160' - 160' 66.0 121.0 60.0 104.0 86.7 158.9 78.8 136.7 > 180' - 200' 67.5 123.7 61.3 1 106.3 88.6 162.5 80.6 139.7 > 200' - 250' 70.7 129.6 64.3 111.5 92.9 170.3 84.4 146.4 > 250' -300' 73.5 134.7 66.8 115.8 96.5 177.0 87.8 152.2 > 300' - 350' el • 75951, • • • 139.1 69.0 119.6 99.7 182.8 90.6 157.2 > 354' ♦404 • • •783 •• 143.1 71.0 123.1 102.5 188.0 93.2 161.7 B(/ /Lp//�G SCHEMATIC > X44 - • •4,5s' • • • 410.2 • • • 146.7 72.7 126.1 105.1 192.7 95.6 165.7 41 45J0 01 • • •§/.&•• r 150.0 74.4 129.0 107.5 197.0 97.7 169.4 • • • • A dfigati'' • ••• 1.) THIS CER71F7E% 66AElP & S£ALEI! 1+T LWD SCHEDULE PREPARED BY THIS ENGINEER BASED ON ASCE 7 -9$ SECTION 6 STANDARD. FOR A BASIC yy77ND•S1PL�0 OF 140 MPH, •A 0 APPLID.B • L • IMPORTRNCE FACTORS & EXPOSURES LS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR .4 SITE I SPEC41rc PRQ/ECT • • • • • • • • • • • • 7,2.) THIS IND :CHFOtI MUST BE SIGNED. SEALED AN DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. S.) C0NIITACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED ON THIS GENERIC WINO LOAD SCHEDULE. 4.) THIS 1 LOAD SCHEDULE SHALL 6E•CDRSSbt.NED INVALID IF ALTERED ('.e., H,'GKLIGHTED, MAIMED, CIRCLED, ETC.) BY ANY INFANS. • • • • 5.) DESIGN �NL7•LEI�S LE•7ED BY 7HLi•CON7AACTDR OR PERMIT HOLDER FROM 7TDI5 WIND LOAD SCHEDULE SHALL BE IND/CATEa ON A SEPARATE DOLbMEM PREPARED BY JTLE•CLIQRAQ07.OR 4RMB HOLDER 04., SPREADSHEET, OPENING SCHEDULE/CHART, ETC.). • 2001 FLORIDA BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES) - A_ ASCE 7 - 98 / WIND LOAD SCHEDULES � STORM PANELS, ACCORDION & BAHAMA SHUTTERS � ,AS W WIND LOAD SCHEDULE BASIC WIND SPEED = 140 mph EXPOSURE C, Kd a 0.85 3/1/02 a7 / ' L E C O ` 02 - 060 O1LI NTNG Na 7TLUT IWT t L70 NO COMPANY k • J4fM1 Sra 7r7 ta14•M utnds n S11QD 'r : X T LB- 0008719 ( J07JA7'I - r srt WALTER A TTLLIT Jr P. E. �a uti �[r. a n>t • - • • • • • - ' • - - SHEET 7 OF 1 • • • • • • • • FLORIDA Lic. 1 44767 All'-------7-21F1-7417-.7-1- , _ - - - • • Rollupmatic, Inc. ACCEPTANCE No.: 99- 1202.01 APPROVED DEC 2 1 1999 EXPIRES . DEC 2 1 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an alutinum accordion type 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 type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -280, titled "ASSA/Economy Accordion Shutter," prepared by Tilteco Inc., dated September 8, 1999, sheets 1 through 9 of 9, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 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 type 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 proposcd installation. 6.13 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 A. akar, P.E.- Product Control Examiner Product Control Division 7 nr3 Rollunmatic, Inc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 99- 1202.01 DEC 2 1 1999 DEC 2 1 2002 I 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. 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 Nliami -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 dome 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. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Helmy AParakar, P.E.- Product Control Examiner Product Control Division �ot`� MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rollupmatic 4350 N.E. 10th Avenue Oakland Park FL 33334 The expense of such,testing will be incurred by the manufacturer. Approved: 12 /21/1999 MIA\1I -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 Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 ASSA/Economy Accordion 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. Acceptance No:: 99-1202.01 Expires: 12/21/2002 Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Raul Rodriguez 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 Offic Building Department of Miami Shores Village 305 - 795 -2204 10050 N E 2nd Ave Miami Shores FI. 33138 A. S. A. CGC 037388 5880 N E 22 Ave Ft Lauderdale FI 33308 954- 772 -4322 Reference Building Permit BP2002 -1178 07 -01 -2002 Permit applied for original proposed contract approximately Actual work performed after changes were executed $ 40,000, $ 30,800.00 Antonio Sanclent CGCO37388 Entered into a contract coordinated by the owners representative Mr Yilmaz Solmaz 305 - 702-6430 on 06-14 -202, to provide burEicamsbulters.for. Belvedere Park Folio No 11- 3205 - 015 -0010 Yngwie Malmsteen 1009NE94St Miami Shores FI 3138 12 -12 -2002 999 sq. ft. 833 sq. ft. This contract has concluded with the owner electing to delete several openings , and change the type shutters installed for several openings. We are submitting the revised property layout with only the completed openings, noting the openings not included in the final orders by the customers. Please apply these floor plan layouts with the permit as it stands to prepare for final inspections. No other orders are in process. if other openings are to be covered we will submit proper paperwork at that time. Thanking you in advance for your assistance Sincerely Yours Antonio Sanciement First Floor openings installed: rollup / Crank or Strap #2, 3, 4, 7, 8, 9, 11, 18, 20 Roll up / Electric motor # 5, 6, 10,17, 19, Accordion #12, 13, 14, 15, 16 • • t eCbnd Floor openings installed: • .• ro crank or strap #22, 30, 31, 32-a, 32-b, 32-c, • ' /Accordion #33 ...•.. • .. • • • . • ' • • • • eleetrte meter ..... ' � OPENI , NOT INCLUDED IN CONTRACT # 1.21, 23. 24, 26. 26, 27. 28, 29 • ...... •: • • .: . and no shutters installed. • 6nc.layo • • • ..• cc: Yng ie j4Aalmsteen ••...• .: '••••. . • .• • 14 North rear entry door GARAGE J I�thidi Parking Area FIRST FLOOR LAYOUT; final layout as of 12/2002 YNGWIE MALMSTEEN 1009 N E 94 ST MIAMI SHORES FL 33138 -2942 C C not 8.5'° (13"x45'0 39 "x68" : 54" x 38.5" 54"x 38.5" O 39" x 68" O 39" x RR" Main Entry uded 45" x ss no Ac 94 street ss to 10 Aire I : 1 1 I u- . 1 1. 1 1 1 I 1 Hurricane shutters Rollup Shutters • •• •• • • • Electric Motors: First floor : # 5, 6, 10, 17,'1.9 •: •; : : ; : .•• Crank or strap: First Floor # 2, 3, 4, 7, it 9, 1 #, I4, X11.` : •; Crank or Strap: Second Floor # 22, 30, 31, 32-A, 32 -8, 12-C • •• • • First Floor. # 12, 13,•14, a ! 16 Accordion . • Second Floor # 33 • • • • • . • . ••• 1 • ••. • . ••• • • ••• • • • •. • : • • • •• • • • • • • -AGE Parking Area c egstp111 Av 135°' X 39" DOUBLE SET SLIDING DOORS NOT TALLED 36 "X5D " 2 North 90 45" x SECOND FLOOR LAYOUT! ACCESS FROM INTERIOR It 21 -32 WINDOWS, It 33, SLIDING DOORS final layout as of 1212002 YNGWIE MALMSTEEN 1009 N E 94 ST MIAMI SHORES FL 33138 -2942 23 NOT INSTALLED OT INSTALLED OT INSTALLED OT INSTALLED OT INSTALLE OT INSTALL D OT INSTAL. ED 94 street no Ac: ess to 10 Ave 1 :1 , 2. h 1 1 1 Q Hurricane shutters Rollup Shutters ••• ••• • Electric Motors: First floor : It 5, 6, 10, 17. 19 1;� f : • .% ; ; • • Crank or strap: First Floor # 2, 3, 4, 7s 8, 8. a fops ; • : Crank or Strap: Second Floor It 22, 30, 31, 32 -A, 32-13%124 •. Accordion : First Floor: # 12, 14f 1it 16.: •.. Second Floor It 33', • : • • . • : • •• ••• • • • • .257' .082' 0.582' 1 .679'I 2 3.875' .000' HEADER -WALL MOUNT. ® & SILL -WALL MOUNT. (INVERTED USE) SCALE: 3/8" = 1' 3.234' 17755' I h-- 2.048' SCALE: 3/8' 1.610• S00 ;500 1 .062'1 452' .062' Typ. I 644' © SILL © 180' STARTER SCALE: 3/8' - 17 2.873' h-- 1.5ee 0.531' 0.655' 71 .270' 580 SCALE: 3/8' = 1' t1 • to .075' at 0.582' MALE LOCK SLAT ,452' 3.812' FOR SILL SCALE: 3/8" = 1" T S ® 90' STARTER SCALE: 3/8' - 1' © FEMALE LOCK SLAT SCALE: 3/8" = 1" 0.582" © FEMALE /FEMALE ECONO BLADE SCALE: 3/8" = 1' & 2.812' FOR HEADERS -WALL MOUN SCALE: 3/8" = 1" 9. 3.155' 3.031" ---1 r O L F .062. Typ. , �•••■ . 7 - ▪ .056 - .056 "+ ,452" 3.858' LOUVER SCALE: 3/8" 0 1 �1 " 125' I, `3D, COMPONENTS AO HEADERS -WALL MOUNT.' HEADER CEILING MOUNT SCALE: 3/8" = 1" SCALE: 3/8' = 1 ' L SILL BOTTOM ADAPTER SCALE: 3/8" = 1" ,500" ,375 ....�. 0.168 BLADE .298' § ( i 2.750' 28113 PLAN FRONT ELEVATION 0 OUTSIDE LOCKER # SCALE: 3/8" = 1" 3.031 .062' Typ. L 3.155 "� 1/4 "9- 20 S. S. THUMBSCREWS ® SILL BOTTOM ADAPTER SCALE: 3/8" = 1" © LOCKING PIN SCALE: 3/8" - 1' - 12' kiln. FOR UP TO 9 -0' SHUTTER BLADE LENGTHS AND 24" Min. FOR SHUTTER BLADE LENGTHS GREATER THAN 9' -0'. 3.750' PLAN N N 0 ..1 x.123• 3'f L125" -1 SIDE ELEVATION INSIDE LOCKER # 2 SCALE: 3/8" = 1" /1 T NC. \ TI IJT TESTINO & ENGINEERING COMPANY ass* w•. 3•u. x, St` 217. VAGINA CAFC06. n.aa■ 13166 Nero : (330$71 -u.o . I., : (305)871 -1531 WALTER A. T1LUT ,k., P. E. FLORIDA Uc. 11 44167 • • ••• • • • ••• •• •• • • • •• •• • CCNERAL MOTE €: • • • • • F C��$}1U..• t F •• EN • • 1 : CC 0N OF THE SOUTH LAS B • I I IN ACCORDANCE WITH THE DADE COUNTY. 1994 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 6 OF ASCE 7 -88. WITH 110 m.p.h. BASIC WIND SPEED. AC 0.RD ON SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN • ▪ ACS RANGE SiefIQNS 2115 13 RESPECTIVELY OF THE ABOVE MENTIONED CODE. 2. STAIVLtSS site,- 0 REWS USED AT LOUVER PIN SHALL BE / 10 x 3'. • 41•-HT MINIM SKATES W/ k yMELD POINT & 180 kal TENSILE STRENGTH. SCREWS • • •SHALt•BE COATE11 Y6A1 0 C WOES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 8083 -T8 ALLOY (UNLESS OTHERWISE NOTED). 4. ALe SCREWS TO BE 466MNLBS6 •STEEb 4104 OR 316 SERIES W/ 50 kal YIELD POINT AND 90 kal •IENSI t ii 1RINGIRI, • • • • 5. J. Aril 4IU�_O :TIVS:T 0 BE 50:2 ALUMINUM ALLOY WITH ALUMINUM MANDREL 6. • 0OLTS • TO • BE 2024'T4•AU7WUM•APLOY GALVANIZED OR STAINLESS STEEL WITH 35 kal MINIMUM MINIMUM YIELD POINT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE - 1/4" 0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. RAMSET OR ELCO INDUSTRIES. INC. - 1/4" 0 RAWL ZAMAC NNUN ANCHORS, AS MANUFACTURED BY THE RAWL PLUC COMPANY. INC. - 1/4' 0 x 7/8' RAWL CALK -IN AS MANUFACTURED BY THE BAWL PLUG COMPANY, INC. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4'. MINIMUM EMBEDMENT OF RAWL ZAMAC NOUN IS 1 1/2' A2) 7/8' RAWL CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A2) ABOVE. (B) TO DOSTINC CONCRETE BLOCK WALL - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. RAMSET OR ELCO INDUSTRIES. I:IC. - 1/4' 0 RAWL ZAMAC NOUN ANCHORS AS MANUFACTURED THE RAWL PLUG COMPANY. INC. - 1/4' 0 x 7/8" RAWL CALK-IN AS MANUFACTURED BY THE RAWL PLUG COMPANY. INC. NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. AND RAWL ZAMAC NA/UN ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4'. B.2) 7/8' RAWL CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO DOST. 9.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES E1.1) & 8.2) ABOVE. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. (c) 8. BLADE AND THE KNUCKLES FOR CENTERMATES ® & ©, & THE STARTERS ® & 0 ARE UNDER THE PA NT OF EASTERN METALS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 10. SHUTTER'S MANUFACTURE SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE LOCK SLAT (COMPONENT (1) ). LA ONE BEL SHALL BE PL FOR EVERY OPENING. LABEL SHAL.1. READ AS FOLLOWS: ROLLUPMNTIC. OAKLAND PARK, FL. WWII -DADE COUNTY PRODUCT CONTROL APPROVED. ASSA / ECONOMY ACCORDION SHUTTER ah � OL>C•!1a ROLLUPMATIC (ASSA / 147) 4850 NE 10th AVE. OAKLAND PARK. FL 33334 6•n r. 4 • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA WILDING CODE DAT ,/.I-Ce, • 2/ 19 BY PRODUCT CO R0l DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - /202.0/ 61Y•11011 MIAMI -DADE COUNTY 0411 AS SHOWN SCALE 9/8/99 DATE 99 - 280 DRAWING No SHEET 1 or 9 1J / 10 x 1/2' S. S. S. 14. S. 08' 0. C. OURED CONCRET/ REQUIRED / 1/4' 0 -20 S. S. S. M. S. /FULL PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE). CONCRETE ANCHORS 1 10 x 3' S. S. 5. M. S. w/ 3/8' 0 x 5/8' LONG NYLON BUSHING. (Typ. TOP). 1 10 x 3' S. S. S. M. S. W/3/8" • x 5/8' LONG NYLON BUSHING (Typ.) POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED I SEE SCHEDULE 1 FOR RENIMUM SEPARATION TO CLASS OF I EXISTING WINDOW 1 OR S. G. O. U (SEE SCHEDULE) ®OR© R W/ 3" • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). CONCRETE ANCHORS 1 (SEE SCHEDULE) WALL MOUNTING INSTALLATION - SECTION A SCALE: 3/8" = 1" 5/8' HOLE TO INSERT SCREW THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER WITH NYLON CAP. p Li o 08 10 x 3" S. S. S. M. S. 41 W/ 3/8' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). 10x 3/4 S. 5. S M 5 0 6" 0. C. EDGE OF SLAB IF APPUCABLE REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1 SCALE: 3/8" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED - CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) I 10 x 3" 5. S. S. U. S. W/3/8" 0 x 5/8' LONG NYLON BUSHING (Typ.) SEE SCHEDULE FOR MINIMUM SEPARATION "S' TO GLASS OF EXISTING WINDOW OR 5. C. D. V / / / / /) / //� POURED CONCRETE / OR CONCRETE BLOCK // WALL REQUIRED . / g C t � -CONCRETE - .ANCHORS WALL MOUNTING INSTALLATION SECTION Al I.i 1 10 x 1 /2'S.S. S. M. S. 0 8' 0. C. CONCRETE ANC-ORS (SEE SCHEDULE) - SECTION C1 (SEE SCHEDULE) - - - //I ALTERNATE / 10x3" S. S. S.M.S. W/ 3/8' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). W / ' 3/8 x 5/8' LONG NYLON BUSHING. (Typ. TOP). OR SCALE: 3/8" = 1/ R © 0R ® SCALE: 3/8" 0 1 " S. Ma S. W /3/8 x 5/8' LONG NYLON BUSHING (Typ.) f 10 x 1/2" S. S. S. M. S. 0 6' 0. C. POURED CONCRETE REQUIRED CONCRETE ANCHOR (SEE SCHEDULE) CEILING - SECTIO INSTALLATION DETAILS 1.500" _ 1/4' 0 -20 S. S. BOLTS W/NUT & WASHER 0 12" 0. C. ® OR © FOR MINIMUM SEPARATION "5" TO CLASS OF EXISTING WINDOW OR S. G. D. 1 14 x 3/4' S. S. S. M . S. 0 6' 0. C. 1" x 2 x .125' Alum. ANGLE Cont. (6063 -T6 ALLOY) POURED CONCRETE REQUIRED WALL MOUNTING INSTALLATION (OFFSET) FLOOR MOUNT. INSTALLAT 1.000" 2.000" 1/4' 0 -20 S. S. S. M. S. W /FULL PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE) REMOVABLE FLOOR MOUNTING - SECTION B2 1 10 it 3" S. S. S. M. S. w/ 3/8' f x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). / 10x3 /4' S. S. 2'x 3' OR 4'OR5x.125" S. M.S.06 "0. C. ALUMINUM ANGLE 4.000' Min. D. 4_ CONCRETP ANCHORS • (1E SCMEDUL£) POI:ROD CONCRETE • REQUIRED • • • EDGE OF SLAB IF APPUCABLE • • • •• • • •• : POURREEQ� tORC • RgaUIRED -• ••• ••• e•• 10 x 3' S. S. M. S. W/ 3/8" • x *WO • • LONG N/LDN B�I• •NC• • (Typ. TOP . • • • O • • • • • OR • Li • • • ••• •• POURED CONCRETE OR CONCRETE BLOCK 10 x 3' S. S. WALL REQUIRED S. M .S. w/ 3/8' 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). / 10x3/4" S. 5. 5. M. S. 0 6" 0. C. EDGE OF SLAB IF APPUCABLE • • •• •• •• • • • • •o • • •,o • • • C e SCALE: 3/8' = 1" * F I JI ® \ I 1 �>�w \`\ ALTERNATE INSTALLATION • I / 10x3'S.S. • S. M. S. W/3/8 0 I x 5/8' LONG NYLON BUSHING ( Typ. I-SEE SCHEDULE FOR Min. 1 SEPARATION "S" TO I CLASS OF EXISTING WINDOW OR S. C. D. / CONCRETE ANCHORS (SEE SCHEDULE) IC /I 2' x 3' OR 4' CONCRETE ANCHORS / i OR 5 x 125' (SEE SCHTLE) ALUMINUM ANGLE /1 L1YY, - -- ALTERNATE WALL MOUNTING INSTALLATION - SECTION C OR # 10 x 3' S. S. S. M. S. W/ 3/8' 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). 10 x 3/4" S. S. S. M. S. R 3/16 0 Alum. POP RIVETS 0 6' 0. C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. EDGE OF SLAB IF APPLICABLE I I I E. CONCRETE ANCHORS (SEE SCHEDULE) 2' x 3' OR 4' OR 5' x .125' ALUMINUM ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT I - ■ 2/ BY 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 12" 0. C. Mi 10 x 3' 5. S. S. M. S. W/ 3/8" • x 5/8" LONG NYLON BUSHING. (Typ. TOP). 7 II # 10 x 3' S S S M S EqJ 1 7 LONG x 1000• Min - J NYLON BUSHING (Typ. BOTTOM). 1/4' 0 -20 S. S. BOLTS W /NUT 6: WASHER 0 12' 0. C. OFFSET SCALE: 3/8" = E. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 8 OF 9) PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. J- /2 MIAMI -DADE COUNTY I /1 tN C .\ T1WT TESTING t ENGINEERING COMPANY 0505 M.• . 30U.. St. 9a 217. MAGMA WCGCI, n.0110\ 33104 (305)011 -15J0 . 1e (300)071 -1031 WALTER A TIWT Jr.. P. E. FLORIDA Uc. 44167 ASSA / ECONOMY ACCORDION SHUTTER ROLLUPMATIC (ASSA / 147) 4850 NE 10th AVE. OAKLAND PARK, FL 33334 -.. .0 0naSl o.n _v. we 0tIClio•t=. AS SHOWN SCALE 9/8/99 DAIS 99 - 280 DRAWINC No SHEET 2 OF 9 Av.* : (305)071 -1330 . fm : (300)071 -1531 DRAWING No WV. b IX 1CIVf• Mil 1 x[b. ti 0flCaA nor y A WALTER A. T1UJT Jr.. P. E. N -_ - SHEET 3 Of� 1 } FLORIDA Lic. / 44167 1 .. - .... _. - t - S. W. S. W /� 0 x 5/8' LONG NYLON BUSHING (Typ.) 10 x 3//4 • S. S. S. 4. S. OR 3 16' • Num. POP R 0 6' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE /10x3/4'S. S. S. Al S. OR 3/16' Num. POP RNEtS 0 6' 0. C. AT THIS LOCATION. POURED CONCRETE REOUIRED CONCRETE ANCHOR (SEE SCHEDULE) FOR 41NI4U4 SEPARATION TO GLASS OF DUSTING WINDOW OR 5. G. 0. ©& ©OR (3& JOR O ® OR ® OR O 1.500 CX>c>0>c> CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED EDGE OF SLAB IF APPLICABLE 10 x 3' S. S. S. 4. S. w/ 3/8' 0 x 5/8' LONG NYLON BUSHING. (Typ. TOP). R CEILING & FLOOR MOUNTING INSTALLATION - SECTION 9' SCALE: 3/4" = 1" S. to S. 3 . S 3/8' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). S 10 x3/4'5.5. . M. S.OR3 /16'0 Num. POP RIVETS 0 O 6' 0. C. EDGE OF SLAB IF APPLICABLE S 10 x 3/4' S. S. . M. S. OR 3/L16' 0 Alum. POP RNElS 0 6' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE /10x3 /4' S. S. S. M. S. OR3 /16'0 Num. POP RIVMS 0 6' 0. C. AT THIS LOCATION. POURED CONCRETE REQUIRED I/4' • -20 S. S. S. M. S. W/FULL PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE). REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1' SCALE: 3/4" = 1" INSTALLATION DETAILS TYPICAL ELEVATION N. T. S. OR ®OR ®OR ®ORO O SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REQUIREMENTS E D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 9 CF 9) POURED CONCRETE REOUIRED N AY ® OR © 5/8' HOLE TO INSERT SCREW THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER WITH NYLON CAP. a / 10 x 3' S. S. S. M. S. W/ 3/8 • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). S 10 x 3/4' S. S S. M. S. )R 3 16 0 Num. POP R 0 O 6' 0. C. EDGE OF SLAB IF APPUCABLE POURED CONCRETE CR CONCRETE BLOCK WALL REOURED CONCRETE ANCHORS (SEE SCHEDULE) • ••• • • • ••• • •• • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• DI 40 x 333f4' S. S. • • •A. 5. OR 3/ 18, •• • • NuR1. POP RIFTS o f • • 6•0.0 • • • • • ••• ••• ••• ••• ALTERNATIVELY TO CONNECTION AT TOP UP. USE 110 x 3L4' §. S. S. M. 0 18 • Nur4 O •• • 6' 0.•C. A4 IS 0 Al 3N` • • • • • • • • • • • • • • CONCRETE 1J4C.AOR! (SEE SCHEDULE) V 14 xJ 4 S.S. 4. S. 8' 0. C. 1' x 2' x .125' Num. ANGLE ConL (6063 -T6 ALLOY) 1/4' 0 -20 S. S. S. M. S. 04 PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE). REMOVABLE FLOOR MOUNTING INSTALLATION -- SECTION B2' SCALE: 3/4" = 1" • • I •• • • • • •• ALTERNATE ••• / 10 x 3' S. S. S. 4 .5. W/ 3/8' • x 7/8• LONG NYLON BUSHING. (Typ. BOTTOM). 1.500' S 10 x 3/4' S. S. . M. 5. OR 3 16'0 Num. POP MVOS 0 O 6' 0. C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. 1 EDGE OF SLAB IF APPUCABLE g 1/4' 0 -20 S. S. BOLTS W/NUT & WASHER 0 12' 0. C. 2' x 3' OR 4' OR 5 x .125' ALL/NUN ANGLE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1' SCALE: 3/4" = 1 ®0R© W /13 8 3 • x /8. M. S. LONG NYLON BUSHING. (Typ. BOTTOM). 10 x 3/4' S. 5. • 4. S. OR 3/16' 0 Alum. POP RIVETS 0 O 6' 0. C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA jILDING CODE DAT — /' 2 592— BY _ PRODUCT CUNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ”f' — /2°2'0 MIAMI —DADE COUNT ASSA / ECONOMY ACCORDION SHUTTER A AS SHOWN SCALE ROLLUPIIIIATIC D 9/8/99 / L L E E C O M C. ( 99 - 28C LL 9 S. W. S. W /� 0 x 5/8' LONG NYLON BUSHING (Typ.) 10 x 3//4 • S. S. S. 4. S. OR 3 16' • Num. POP R 0 6' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE /10x3/4'S. S. S. Al S. OR 3/16' Num. POP RNEtS 0 6' 0. C. AT THIS LOCATION. POURED CONCRETE REOUIRED CONCRETE ANCHOR (SEE SCHEDULE) FOR 41NI4U4 SEPARATION TO GLASS OF DUSTING WINDOW OR 5. G. 0. ©& ©OR (3& JOR O ® OR ® OR O 1.500 CX>c>0>c> CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED EDGE OF SLAB IF APPLICABLE 10 x 3' S. S. S. 4. S. w/ 3/8' 0 x 5/8' LONG NYLON BUSHING. (Typ. TOP). R CEILING & FLOOR MOUNTING INSTALLATION - SECTION 9' SCALE: 3/4" = 1" S. to S. 3 . S 3/8' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). S 10 x3/4'5.5. . M. S.OR3 /16'0 Num. POP RIVETS 0 O 6' 0. C. EDGE OF SLAB IF APPLICABLE S 10 x 3/4' S. S. . M. S. OR 3/L16' 0 Alum. POP RNElS 0 6' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE /10x3 /4' S. S. S. M. S. OR3 /16'0 Num. POP RIVMS 0 6' 0. C. AT THIS LOCATION. POURED CONCRETE REQUIRED I/4' • -20 S. S. S. M. S. W/FULL PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE). REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1' SCALE: 3/4" = 1" INSTALLATION DETAILS TYPICAL ELEVATION N. T. S. OR ®OR ®OR ®ORO O SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REQUIREMENTS E D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 9 CF 9) POURED CONCRETE REOUIRED N AY ® OR © 5/8' HOLE TO INSERT SCREW THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER WITH NYLON CAP. a / 10 x 3' S. S. S. M. S. W/ 3/8 • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). S 10 x 3/4' S. S S. M. S. )R 3 16 0 Num. POP R 0 O 6' 0. C. EDGE OF SLAB IF APPUCABLE POURED CONCRETE CR CONCRETE BLOCK WALL REOURED CONCRETE ANCHORS (SEE SCHEDULE) • ••• • • • ••• • •• • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• DI 40 x 333f4' S. S. • • •A. 5. OR 3/ 18, •• • • NuR1. POP RIFTS o f • • 6•0.0 • • • • • ••• ••• ••• ••• ALTERNATIVELY TO CONNECTION AT TOP UP. USE 110 x 3L4' §. S. S. M. 0 18 • Nur4 O •• • 6' 0.•C. A4 IS 0 Al 3N` • • • • • • • • • • • • • • CONCRETE 1J4C.AOR! (SEE SCHEDULE) V 14 xJ 4 S.S. 4. S. 8' 0. C. 1' x 2' x .125' Num. ANGLE ConL (6063 -T6 ALLOY) 1/4' 0 -20 S. S. S. M. S. 04 PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE). REMOVABLE FLOOR MOUNTING INSTALLATION -- SECTION B2' SCALE: 3/4" = 1" • • I •• • • • • •• ALTERNATE ••• / 10 x 3' S. S. S. 4 .5. W/ 3/8' • x 7/8• LONG NYLON BUSHING. (Typ. BOTTOM). 1.500' S 10 x 3/4' S. S. . M. 5. OR 3 16'0 Num. POP MVOS 0 O 6' 0. C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. 1 EDGE OF SLAB IF APPUCABLE g 1/4' 0 -20 S. S. BOLTS W/NUT & WASHER 0 12' 0. C. 2' x 3' OR 4' OR 5 x .125' ALL/NUN ANGLE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1' SCALE: 3/4" = 1 ®0R© W /13 8 3 • x /8. M. S. LONG NYLON BUSHING. (Typ. BOTTOM). 10 x 3/4' S. 5. • 4. S. OR 3/16' 0 Alum. POP RIVETS 0 O 6' 0. C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA jILDING CODE DAT — /' 2 592— BY _ PRODUCT CUNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ”f' — /2°2'0 MIAMI —DADE COUNT CONCRETE ANCHORS O 9' 0. C. POURED CNOCRETE OR CONCRETE BLOCK WALL REQUIRED 2' x 2' x .125' OR x ]' x .090' ALUMINUM TUBE (6083 —T5 ALLOY) 3/16' 0 Num. POP RIVETS OR / 14 x 3/4' S. M. S. 0 8' 0. C. (Typ.) ** SECTION E SCALE: 3/4' • 1' x 2' x .125' OR 3' x 3' x 090' ALUMINUM TUBE (6063 —T5 ALLOY) 3 16' 0� Num. 4 POP 3/4 S. M. S. O 6' 0. C. (Typ.) sk ` r Aar I I 1 IP 3/8' 0 HOLE FOR LOCKING BOLT vI 6 O (ALTERNATE TO KO ) * 1 x 1' x .125' Cont. Alum. ANGLE (6063 —T8 ALLOY) O (ALTERNATE To O ) * f- GLASS 1' x 1' x 125' Cont. Alum. ANGLE (6063 —T6 ALLOY) SECTION El SCALE: 3/4' ■ 1' T 2 2 Y ' P' I I ** r L L_ - _ _ J SECTION D NOTE : SEE NOTES ON LOCKS ON THIS SHEET. VAUD ALSO FOR SECTION El AND ONE SIDED SHUTTER SCALE: 3/4' • 1' ©OR ©k ®OR 0 0R OR ©O OR® O (ALTERNATE TO KO ) CONCRETE ANCHORS 09' 0. C. (4) 3/16' 0 Mum. POP RIVETS OR / 14 x 3/4' S. M. S. (Typ.) 2 ANCHORS EACH ANGLE O 9'O.C. 0oR © a ® ofi OOR ®OR®0® SCALE: 3/4" - 1' 2.000' 1.000' 3/13' 0 HOLE FOR L/XXIMA; BOLT 2' x 2' x .125' OR 3' x 3' x .090' Num. TUBE POST CONCRETE ANCHORS 2.000' 1.000' 0 1 O 3/8' • HOLE FOR LOCKING BOLT r L _. ** POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 1/2' x 1 1/2' OR 1 1 /2 "x2'OR 2 OR 2'x3'OR 2' x 4' OR 2' x 5' x .125' ALUMINUM ANGLE (6063 —T6 ALLOY) ( 14 x 3 S. M. S. OR 3/16 0 ALUMINUM POP RIVETS 0 9' 0. C. 2' x 2' x .125' x TUBES' SIZE Alum. ANGLE (2 REOUIRED) (6063 —T6 ALLOY) EDGE OF SLAB ISOMETRIC (Typ. AT TOP (CORNER POST) & BOTTOM SLABS) POURED CONCRETE i '' '. OR CONCRETE BLOCK WALL REQUIRED 1 1/2' x 1 1/2' OR 1 1/2' x 2' OR 2' x 2' OR 2' x 3' OR 2' x 4' OR 2' x 5' x .125' ALUMINUM ANGLE (6063 —T6 ALLOY) OR 16 S. 0 ALUMINUM POP RIVETS 8 9' 0. C. ONE SIDED SHUTTER: END CONNECTION DETAIL � -- Q 2' x 2' x .125 ALUMINUM ANGLE (6063 —T6 ALLOY) P TURED ETE • C NSRE7fE BI� CJ( IWArL IirOUIRL • •' • / / 9 • e 0 • • •• • CONr 1 A • • • b 9' 0. (•ii • • ,• ••• ••• ••I // •• • • • o•• • 1 • • • • • • • _.x• • M ••• .•••• •• • • •d • • 3 o o e`1 / 14x3 /4' S. M. S. OR 3/16' • ALUMINUM POP RIVETS 0 9' 0. C. ALTERNATE CLOSURE DETAIL W/ ©1 SCALE: 3/4' ■ 1' • ••• • • • ROTES: ON LOCKS : • ¢1 SID LOCKER ®OR OUTSIDE LOCKER SHALL ALWAYS BE USED FOR ANY P INSTALLATIONS WITHIN THE FIRST 30 FEET OF BUILDING, AND FOR H SPANS GREATER THAN 8' -0', FOR INSTALLATIONS ABOVE 30 FEET ILDINC MEASURED AT BOTTOM QF SHUTTER. INSIDE LOCKER 00 SHALL BE ELEVATION OF B TTACHED TO k(1I38Y MEANS OF 2 THUMB S REWS QNLY WGi USING (14 LOCKER. Q 1 I0 L ER ®MAY BE USED AS AN INSIDE LOCKER IF ATTACHED TO • 1) I WZ /4' 0 -20 x 1' LONG S. 5. THREADED BOLT W/ 1/4' 0 -20 x 6 NTiRNALLY THREADED ALUMINUM RNNUT. SEE INSTALLATION DETAIL ON IFNI, SHEET. OCTSI08 LOCKER J SHALL BE ATTACHED THRU &C) W/ 1/4' • -20 S. S. SIDEWALK BOLT W 7/8' WING NUT OR W/ 1/3 • -20 x 1 LONG S. S. THREADED BOLT W/ 1/4' 0 -20 x 5/8' INTERNALLY THREADED ALUMINUM RNNUT. SEE INSTALLATION DETAIL ON THIS SHEET. ••• •• •• • Sr FOR INSTALLATIONS W(THIN THE FIRST 30 FEET ELEVATION OF BUI OINC • MEASU ED AT BOTTOM OF SHUTTER AND IN ADDITION TO EITHER OR QJ • • • USF.O_ �OCKERS, A REGULAR T LOCK MAY BE USED FOR SECURI PURROSES AT ARY DESIRED LOCATION OF CENTERMATE (INSIDE OR OUTSIDE). WHEN USED INSIDE, MINIMUM SEPARATION TO CUSS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER IS MORE CRTICAL). b). FOR INSTALLATIONS ABOVE 30 FEET ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER MD SHUTJTR SP/NS UP TO 8' -0', ONE T LOCK MAY BE USED IN UEU OF LOCKERS I OR AT MIDSPAN OF CENTERMATE FACING OUTSIDE OR INSIDE. WHEN USED INSIDE, MINIMUM SEPARATION TO GLASS SHALL ALSO BE VERIFIED FROM THE hp OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER IS MORE CRITICAL). ©Q D©OR ©& ®OR 0 OR ® (g OR(0 O R® ©t ° & O A °R ®OR ©OR© . IL ECO A NC. T1LL1T TESTING & ENGINEERING COMPANY Ui0 N. MA. R. S. 317. WSW. C.../CO311. Roam 3.3I M Phone 005)1371- ISM . to : (3f )671 -1331 O (ALTERNATE TO KO ) * SECTION D1 (MULTIPLE SHUTTERS) ( DUTSIDE) ALTERNATE USE OF JO LOCKER W/ RIVNUT t AS INSIDE OR OUTSIDE LOCKER SCALE: 3/4' • 1' WALTER A nun Jr., P. E. FLORIDA Uc. 44167 NYLON SCREW HEAD .o SCALE: 3/4' ■ 1' a scan/ram ROLLUPMATIC (ASSA I 147) 4850 NE 10th AVE. OAKLAND PARK, FL. 33334 DA t: SERIES 9444 ALUMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART / 0820. AS MANUFACTURED BY AVOEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL ASSA / ECONOMY ACCORDION SHUTTER sY, M APPROVED AS COMPLYING MTH Th ORIDA B� l U!L_DING CODE 2 � 19 ROL DIVISION BUILDING CODE AOATLIANCE OffIC ACCEPTANCE NO 77— /2 02 .0 xcarin. MIAMI —DADE COUNT DA AS SHOWN SCALE 9/8/99 - DATE 99 — 28C ORAWINO No SHEET 4 Or . ALTERNATIVE 1 / 10 x 3 S. S. S. W. S. W/ 3/8' • ■ 7/8 LONG NYLON BUSHNC. (Typ. BOTTOM). NEW P. T. 2' ■ e' Cont. (2) I/4' • ■ S LAC SCREWS 0 EACH STUD (McwITH OF STUD) ANO W/ 2' MIn. PENETRATION INTO STUD WALL ALTERNATIVE 3 1' • 4' x 1/8' (Min.) 8063 -T6 Num. TUBE (Coot.) W/ (2) 1/4' • ■ 5' LAC SCREWS o EACH STUD (MIDWIOTH OF STUD) AND w/ 2' Min. PENETRATION INTO EXISTING STUD. MOUNTING INSTALLATION (OFFSET) - SECTIO /1 T[1iE NC .\ TILLIT TEST1NO t ENGINEERING COMPANY 6093 Kr. 30U. A. 2. 317. NR01414 C.4 145. FVY404 .1716E P„o,,.: (305 )471 -1770 . r..: (30])•71 - WALTER A T1LLUT Jr.. P. E. FLORIDA Lie. , 44167 ASSA / ECONOMY ACCORDION SHUTTER ROLLUPMATIC (ASSA , 147) 4850 NE 10th AVE. OAKLAND PARK, FL 33334 r. x6 6oasnor 6Ani ICY. x. 0oavno. OAR AEI IAA • 10 0 • I _• ommi D. C. 1• hId 11d1U�l1=�a A /..4 1111 iiir'"�III, INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p.6.(. AND 9 -0' Max. SHUTTER SPAN. 2. NEW 2' x 8 P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 1/4' • x 3" LONG LAC SCREWS 0 8" 0. C. W/ 1.1/2' Lin. PENETRATION TO EXISTIC WOQO 6.8 i 1/4' 0 -20 S. S. BOLTS 0 12' 0. C. W/ NUT 3 WASHER WOOD HEADER REQUREO SEE SCHEDULE FOR YINIMU44 SEPARATION "S TO GLASS OF EXISTING WINDOW OR S. G. 0. (2) 1/4 0 • 1 1/2' LAC SCREWS 0 9' 0. C. 2 "x 4 OR .125" -Alum. ANGLE (6063 -T8 / 10 x 3' S. S. M. 5. W/ 3/5" • x 5/8' LONG NYLON BUSHNC. (Typ. TOP). 1.030 "_ W n. :14 IN S. 10 IL S.W /3/8'0 • 5/8' LONC NYLON BUSHING (Typ.) R GLASS OF EXISTNC WtIDOW OR 5. C. 0. 1/4" • x 1 1/2 LAG SCREWS 6 6' 0. C. / 10 x 1/2' S. 5. S. M. S. 0 6' 0. C. ALTERNATIVE 2 CLASS OF COSTING WINDOW OR S C. D. (2) 1 14 x 3/4 5. 5. S, 1( S • 6 0. C. N BETWEEN LAG SCREWS 1/4 0 - 20 S. S BOLTS 0 12' 0. C. w/ NUT & WASHER I a ° ,, / 0 ,sh11111. .t: / 7 tl• n_ 111111111117111111t11111111 SONIIIIIIC : W000 TRUSSES OR RAFTER 0 24' 0. C. REQUIRED - SEE SCHEDULE- - FOR Mtn. SEPARATION • S' TO CLASS OF 0 COSTING WINDOW I' OR S. C. D. 5 ° 0. / 10 • 3/4' 5.5.S. M.S. 06' 0. C. 2'83'OR 4'011 S 12S AAm. N4015 (6063 -T6 ALLOY. NEW P. 1. 2' x 6• Cont. (2) 1/4' • x 5 LAG SCREWS • EACH 571.10 (WIDWITII OF STUD) AND W/ 2• kiln. PENETRATION INTO STUD / 10 8 3 S. M. S. W/ 3/8' 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). / 10x 1 /2'S.S. S. W. S 0 6' 0. C. CEILING & FLOOR MOUNTING INSTALLATION - r SECTION B / 1 S. s.•e•o. / 70 8St.,.S. S. S. M. s. m/3/8' �• ■ 5/8" LONG - BUSHING (Typ.) R / 10x3'S5.S.M.S. W/ .1/8' ► , 7/8' LONG NYLON BUSTLING. (Typ. BOTTOM). CLASS OF Ca511NG WINDOW OR 5. C. D. ALTERNATIVE 4 / 14x3/4" S. S. S W 5. 0 8 0. C. • •• •• • • • • • OR • 2•1 0.•f• E FED • • • • • • • • ••• • • • • o a1 ° 1 / 10 x3 /4' S. 5. S. M. S 0 6' 0. C. 2' ■ 6 W000 DECK REQUIRED / 10 x 1/2' S. 5.SW.S. 0 6' O. C. .250' • • •1-... 4' 8• W8' [I►Ilh) • 0!3-*S Hem. TUef. • • (2) 5/16' • x•4' • SORE[[rr�� P �TO !.\C11 • • R 04'1R1J5�.•LO<'a SCREWS AT MIDWIOTH EXI (2 SSINC * 000 ME18ER OF ' .44 NOM INAL *10TH • W/ 2b . NOIA EN��AT • • /WO.3i26 fj W i • • ° NttD � / � T • • ) ®O w /13 /8 3" • S. 7/ 10NG NYLON BUSHING. (Typ. 8011044). • • • •• •• A /1 /4' •x 1 1/2" LAG. SCREWS 0 6" 0. C. •4 8 3' S. S. S. M. S 1V/3/8' • x 5/8' LONC NYLON BUSHING (Typ.) 1•111111181•1•111•11111:::;411 WDO� D O 24 0 /REOU - x• 1•d•I1•1tld11d1U111•141■. !Ifl rp 10 x 3' S. M. S. _ *if3 /8'•x7/8' LNG NYLON BUSHING. Mr (Typ. 901704A). 1.500• • • • 1/4' 0 -20 S. S. BOLTS 0 12 0. C. w/ NUT & WASHER -2' x 3' OR 4' OR S' x 125" Alum. ANGLE (6063 -T8 ALLOY. / 10 x 3/4' S. 5. 5. M. S. 06 1 x 4" x 1/8• (Mtn.) 6063 -75 Alum. TUBE (Cunt) W/ (2) 1/4' • x 5' LAC SCREWS 0 EACH STUO (W10wIOTH OF STUD) AND W/ 2' Min. PENETRATION INTO EXISTING STUO. NEW 2' • 8' P. T. Cont. WOOD PLATE W/ (2) 5/18' • x 6" LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT M10*IDTH OF EXISTING W000 MEMBER (2' Min. NOMINAL WIDTH) 1 11 \ W/ 2' 16n. PENETRATION. II / 10 x 3' S. S. S. M. S. I 1 W/ 3/8" • x S /8 LONG I 1 NYLON BUSHING. (Typ. TOP). 0 O © I II U CEILING MOUNTING INSTALLATION - SECTION B1 NOTE : SECTIONS 8 & B1 CAN BE COMBINED AS APPLICABLE. APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE DAT �. 2/ 19 BY _ .211r PRODUCT iROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ( /Z 0 2. 0/ MIAMI -DADE COUNT AS SHOWN SCALE 9/8/99 DATE 99 - 28( DRAWING No SHEET 5 OF Oi t - r 11111■70 0 0! I 0 •41 U11Qg111• :1 ;11! CLASS OF EXISTING WINDOW OR S. C. 0. WALL MOUNTING INSTALLATION — SECTION Al SCALE: 3/4' — 1 I •11111111I11114111011I.1 4- 11= 1111111111I11 I I I imam • I N• . fs r' SEE SCHEDULE FOR MINIMUM SEPARATION S' --- TO GLASS OF EXISTINC WINDOW OR S. C. D. ALTERNATIVE 1 2" x 8" Cont. WOOD HEADER REQUIRED 1/4' • x 3' LONG LAC SCREWS O 9' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD HEADER. 1/4' • • 1 1/2' LAG SCREWS o r o. C. / 10 x 3' S. S. S. M. S. W/ 3/8' • x 5/8' LONG NYLON BUSHING. (Typ. TOP). S. u S. W/ 3/8 • 5/8" LONG NYLON BUSHING. (Typ.) ® NEW P. T. 2' • 6' Cont. (2) 1/4' • • 5' LAG SCREIYS 0 EACH STUD (WIDW111 OF STUD) AND w/ 2" Win. PENETRATION INTO STUD NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p.s.l. AND 9' -0' Max. SHUTTER SPAN. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL QF OR 1 10x3 ° S.S. S. Id. S. W/ 3/8' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). R ®OR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS WOOD HEADER REQUIRED SEE SCHEDULE FOR MINIMUM SEPARATION S" TO CLASS OF EXISTING WINDOW OR S. C. D. ALTERNATIVE 2 1 14 x 3/4' S. S. 5. M. S_ 06° 0. 0. 1 /4 ° •x 3' LONG LAG SCREWS 0 6' 0. C. W/ 1 1/2" Min. PENETRATION TO EXISTING W000 HEADER. 1 10 - x_ 3' S. S. S. M. S. w/ 3/8 •. x 5/8' LONG NYLON BUSHING. CTYP• TOP). WALL MOUNTING INSTALLATION (OFFSET) — SECTION A2 SCALE 3/4' — 1' I II II u R ®OR® S. S. 1 M. 10 x 3° / 3/8' • x 5/8" LONG NYLON BUSHINt. (Typ.) F ., 3 / + 10 x 3' S. S. S. M. S. W/ 3/8" • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). I • 4' • t 8' • •L1In.) 6063 -15 Num. TUBE (CAA.) W/ (2) 1/4' • x 5' LAC SCPEWS 0 EACA STUD !NID'METH of STUD) AND W/ 2 Win. PEMETRAnON INTO EXISTING STUD. R © RC • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • -�� • • I • 2' x 1/8' (Min.) 6063 -T5 ALLOY ALUMINUM TUBE Cont. 0' ■i • • i • •• • • /i iuiM. \ TIU-IT TESTING & ENGINEERING COMPANY 4103 N.•. 366.. S1_ Sta. 317. WIO1M GARDENS. 114:1I4104 3316E Prow 006)071 -1130 . ru : (306)671 -113 WALTER A. 111.1.1T Jr.. P. E. FLORIDA Lie. 1 44167 ••• WOOD HEADER REQUIRED —SEE SCHEDULE FOR MINIMUM SEPARATION 'S TO GLASS OF EXISTING WINDOW OR S. G. D. W000 HEADER REQUIRED SEE SCHEDULE FOR MINIMUM SEPARATION TO GLASS OF EXISTING WINDOW OR S. C. 0. 1/4' • x 4' LONG LAC SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD HEADER �i• • 111' • U $11111111 11111M1� v •. ': o i /1 at. ALTERNATIVE 3 ALTERNATIVE 4 / 10 x 3" S. S. S. M. S. W/ 3/8 • x 5/8 LONG NYLON BUSHING. (Typ. TOP). Cont. EQUAL ALTERNATIVE '3 II II II II II u 1 10 x 3' S. S. S. N. S. W/ 3/8" 0 x 5/8" LONG NYLON BUSHING. (Typ. TOP). 10 S. M. x 5/8 SUSHI Cont. EQUAL ALTERNATIVE MIAMI— ASSA / ECONOMY ACCORDION SHUTTER ROLLUPMATIC (ASSA / 147) 4850 NE 10th AVE. OAKLAND PARK, FL. 33334 Ecv. x0 EtfCII•TION ornt •n. N. OATS OR ® OR ® S . 1M S. 3/8' 0 x 5/8" LONG NYLON BUSHING. (Typ.) TO 2 OR NEW P. T. 2" x 4' Cont. W/ 1/4' 0 x 5" LONG LAC SCREWS 0 6 0. C. w/ 1 1/2" Min. PENETRATION TO EXISTING WOOD HEADER. OR (g OR 01 x 3 S. S. S. W/ 3/8' • LONG NYLON NG. (Typ.) TO 1 OR APPROVED AS COMPLYING Wmi THE SOUTH FLORIDA BUILDING CODE DAT 21 19 BY it. J PRODUCT IOL DIVES.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ?"'"/ 02. 0/ DADE COUN AS SHOWN SCALE 9/8/99 DATE 99 — 2E( DRAWING Nc SHEET 6 OFC,i ALTERNATTELY TO CONNECTION AT TOP LIP, USE /10 x 3/4' S. S. S. U. S. OR 3/16" • Alum. POP RIVETS 0 6' 0. C. AT THIS LOCATION. 4 nor o■ ■ pU111 131 •r I t •-"""...- CLASS OF EXISTING / W 1 INDOW OR S. C. D. 1/4" • x 1 2 LAC 0 SCREWS 6' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP. USE 110x)4 - S.S. S. M. S. OR /16' • Alum. POP RIVETS 0 6' 0. C. AT THIS LOCATION. ALTERNATIVE 1 / 10x3 /4' S. S. S. M. S. OR 3/18' 0 Alum. POP PoVETS 0 8' 0. C.- I* 1,I!I!1!1111161!IU!1!PMM I IMP • _ • 1 CLASS OF EXISTING WINDOW OR S. C. 0. 14 x 3/4' S S. S. IL S. 0 6' 0. C. ALTERNATIVE 2 1 10 x 3/4' S. S. S. M. S. OR 3/16" • Alum. POP WA 0 8' 0. C. 1/4' • - 20 S. S. BOLTS 0 12' 0. C. W/ NUT d< WASHER - 2 x 3 OR 4 OR 5' : 125' Num. .J Mal (6063 -T6 ALLOY. NEW P. T. 2' x 6 Cont. (2) 1/4 • x 5 LAC SCREWS 0 EACH STUD (41Dwm1 OF STUD) AND W/ 2' Mn. PENETRATION INTO STUD 1/4' 0 -20 S. S. 80.TS 0 12 0. C. */ NUT & WASHER SOD' 2' • 3' OR 4' OR 5 x 125' Num. ANGLE (6063 -T6 ALLOY. 41 / 10x 3'S.M.S. W/ 3/8' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). 1 x 4 x 1/8' (Uln.) 6063 -Ts Nunn TUBE ( Cont.) W/ (2) 1 /4 • x 5' LAC SCREWS 0 EACH STUD (4ID•10TH OF STUD) AND W/ 2' Lin. PENETRATION INTO EXISTING STUD. R 10 x 3/4' S. S. S. M. S. OR 3/18' • AJum. POP RIVETS O 8' 0. C. ®OR© 1 10 x 3' S. M. S. W/ 3/8' • • 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' SCALE: 3/4" - 1' 10 x 3/4" S. S. S. N. S. OR 3/16' 0 Alum. POP RIVETS 0 6' 0. C. *000 TRUSSES OR RAFTER 0 24 0. C. REQUIRED 14 x 3/4 S. S S. 4. S. 0 6' 0. C. / 10 x 3' S. S. S. N. S. W/3/8' • x 3/8' LONG NYLON BUSHING (Typ ) ALTE CONNECTION AT TOP UP. USE /10 x 3/4' S. S. S. M. S. OR J /16' 0 Mum. POP RIVETS 0 8' 0. C. AT THIS LOCATION. CEILING - SECTION SEE SCHEDULE F OR 41n. SEPARATION 'S' ro GLASS OF F OISTING WINDOW OR S. C. 0. RNATIVELY TO S. S. S. M. S. • Mum. POP RIVETS 0 8' 0. C. - -9 • • •• • • • • • • • 1' x 4' x 1/13' 0,1111!). • • • • 6063 - T5 Num. TUBE w/ (2) 5/16'0x LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE • • SCREWS AT 14I0*IDTH OF • DUSTING W000 11E14 • • (2 len. NOMINAL WIDT / 2' M. PENETRAT10N kg •• 10 x 3' S. 5. S. M. S. NYLON BUSHING. (Typ. TOP). ®OR© 2' x 6' 1 DECK REQUIRED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • W/ 3 S. 3/8 x 7 /8 LONG NYLON BUSHING. (Typ. BOTTOM). / 10 x 3/4' S. S. S. M. S. OR 3/18' • Alum. POP RIVETS 0 6' 0. C. FLOOR MOUNTING INSTALLATION SCALE 3/4' = 1' WALTER A. TILLIT Jr., P. E. FLORIDA Uc. / 44167 • • •• • • • • • • • • • • • • • •• ••• •• • • • • • ••• •• I /1 rr T.\ TILLIT TESTING l ENGINEERING CO IPANY 6595 44.0. 366.. SL, Sta. 217. MAO,•A CAROD6. /LDROA 13104 PI.•.r (305)871 -15X0 . f•. : ()02)671 -15.11 e 0 • • • • • • • • • • • • • • • ••• • • • • • • NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p 6.f. AND 9' -0' Max. SHUTTER SPAN. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X 14. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL ASSA / ECONOMY ACCORDION SHUTTER ROLLUPMATIC (ASSA / 147) 4850 NE 10th AVE. OA LANG PARK, FL 13.334 1 1 APPROVED AS COMPLYING WITH THE SOUTH i ORIDA BUILDING CODE DAT /• J ✓ BY PRODUCT CON 'DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO /LOZ• 0/ 000n , o,. MIAMI -DADE COUN1 Oral AS SHOWN SCALE 9/8/99 DATE 99 - 28( DRAWING Ho SHEET 7 OF MAXIMUM DESIGN LOAD 'W (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEILING NTING MO INSTALLATION OR OTT (TO CON NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 125.8 FROM ' TO 61.8 9 9 9 9 r 4 1/2' 9 9 8' , 9 g' 7' 7' 7' 5' g' 7• 5• FROM 61.9 TO 75.3 9 7' -2' 8 1/2 9" 8' 2 1/2 9' 9' 7' g' g' 4 1/2" 9' 7' 3' 9 5 1/2' 4 1/2" FROM 75.4 TO 91.4 9' 9• 6' 9 3' - 9' 7 1/216 1/2' FROM 91.5 TO 120.0 g' 4 1/2'4 1/2' 8' - - 9' 5 1/2"5 1/2" FROM 120.1 TO 168.1 7 1/2'4 1/2' - 2 1/2" - - 7' 5 1/2 - FROM 168.2 TO 226.3 4 1/2'4 1/2 - 2' • - - 5 1/2'5 1/2' - MAXIMUM DESIGN LOAD MAXIMUM• •' PANEL SPA • 1' (ft.) • • • • • •MINIMIyN 6EWY&T1ON S1 • TO CUSS (in.) N (p.e.f.) - • •• • • •• 125.3 7' -7' 7.2% : ,21 1- 7Z6 • • : �° • • 125.8 7' -6' 7' -6': : :726: :•. • V' 126.7 7' -6' .. 7' -6' `. . • • 2 7/8' • •it• •11 2 129.6 7' -4' 7' -4' 2 7/8' 2' 130.9 7' -3 7' -3' 2 7/8' 2' 131.6 7' -2' 7' -2' 2 7/8 2' 134.3 7-1' 7' -1' 2 7/8' 2' 136.2 6' -11' 6' -11' 2 7/8' 2' 137.9 6' -10" 6' -10' 2 7/8' 2' 140.7 6' -9' 6' -9 2 7/8' 2' 142.8 6' -7' 6' -7' 2 7/8' 2' 143.5 6' -7 6' -7' 2 7/8 2' 147.0 6' -5' 8' -5' 2 7/8' 2' 148.4 6' -4' 6' -4' 2 7/8' 2' 152.6 6' -2' 6' -2' 2 7/8° 2' 153.1 6' -2- 6' -2" 2 7/8' 2' 156.8 6' -0' 6' -0' 2 7/8 2' 157.5 6' -0' 6' -0' 2 7 / 8 2 ' 157.8 6' -0' 6' -0' 2 7/8' 2' 180.8 5' -11' 5' -11' 2 7/8' 2' 181.7 5' -10' 5' -10' 2 7/8' 2' 184.4 5' -9' 5' -9 2 7/8' 2' MAXIMUM DESIGN LOAD 1Y• (p.s.f.) MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION 'S' TO CLASS (in.) -0" 2 7/8' •• 67.5 10' -8 10' -8' 4' 2' 70.1 10' -6' 10' -6' 4' 2' 71.1 10' -5' 10' -5' 4' 2' 71.4 10' -4' 10' -4' 4' 2' 71.5 10' -4' 10' -4' 4' 2' 72.9 10' -3' 10' -3' 4' 2' 75.1 10' -1 10' -1' 4' 2' 75.2 10' -1' 10 4' 2' 75.3 10' -1 10' -1' 4' 2' 77.0 10' -0' 10' -0' 3 1/2' 2' 77.5 9' -11' 9' -11' 3 1/2' 2• 78.8 9' -10' 9' -10' 3 1/2' 2' 80.7 9' -9' 9' -9' 3 1/2' 2" 81.5 9' -8' 9' -8' 3 1/2' 2' 82.5 9' -8' 9' -8 3 1/2' 2' 8.3.4 g' -7' 9' -7' 3 1/2' 2' 88.2 9 -5' 9' -5' 3 1/2' 2' 86.7 9' -5' 9' -5' 3 1/2' 2' 86.8 9' - 5' 9' -5" 3 1/2' 2' 88.5 9' -4' 9' -4' 3 1/2' 2' 90.3 9' -3 9' -3' 3 1/2' 2' 90.8 9' - 2' 9' - 2' 3 1/2' 2• MAXIMUM DESIGN LOAD W (p.e.f.) MAXIMUM PANEL SPAN ° L' (h.) MINIMUM SEPARATION 'S TO CLASS (in.) -0" 2 7/8' •• 91.4 9' -2' 9' -2' 3 1/2' 2' 92.7 9' -1' 9' -1 3 1/2' 2' 93.8 9' -0' 9' -0' 2 7/8' 2' 94.8 9' -0' 9' -0' 2 7/8' 2' 96.6 8' -11' 8' -11' 2 7/8' 2' 96.8 8' -11' 8' - 11' 2 7/8' 2' 97.7 8' -10' 8' -10' 2 7/8" 2 100.5 8' -9' 8 -9' 2 7/8• 2' 101.5 8' -8' 8' -8' 2 7/8' 2' 103.7 8' -7' 8' -7' • 2 7/8' 2 106.5 8' -6' 8' -8' 2 7/8' 2' 108.8 8' -5' 6' -5' 2 7/8' 2' 110.6 8' -4' 8' -4' 2 7/8' 2' 111.0 8' -4' 8' -4' 2 7/8' 2' 114.1 8' -2' 8' -2 2 7/8' 2' 116.5 8' -2' 8' -2' 2 7/8' 2' 118.9 8' -1 8' -1' 2 7/8' 2' 117.8 8' -1' 8' -1' 2 7/8' 2' 119.7 8' -0' 8' -0' 2 7/8' 2' 120.0 8' -0' 8' -0' 2 7/8' 2' 121.2 7' -10' 7 -10' 2 7/8' 2' 122.5 7-9. 7 -9' 2 7/8' 2' MAXIMUM DESK MAXIMUM PANEL SPAN Z' (ft.) MINIMUM SEPARATION ° S' TO CLASS (in.) -0" 2 7/8' > 9' -0' TO 10' -0 .50 45.1 12' -0' . 13' -0' 4' 2 1/2' 47.8 12' -0' 12' -8' 4' 2 1/2' ' 49.0 12' - 0' 17 -8' 4' 2 1/2' 50.5 12' -0' 12' -4' 4' 2 1/2' 52.0 12' -0' 12' -2" 4" 2 1/2' 52.4 12' -0' 12' -1' 4 2 1/2' 55.0 11' -10' 11' -10' 4' 2 1/4' 55.2 11' -10' 11' -10' 4' 2 1/4' 55.6 11' -4' 11' -9' 4' 2 1/4' 57.2 11' -4' 11' -7' 4' 2 1/4' \ 58.6 1 11' -4' 11' -5' 4' 2 1/4' \SR R J 11' -4' 11 4' 2 1/4' 2 7/8" 59.5 11' -4' 11' -4' 4' 2 1/4' 59.7 11' -4' 11' -4' 4' 2 1/8 81.5 11' -2' 11' -2' 4' 2 1/8' 61.8 11' -1' 11' -1' 4' 2 1/8' 61.9 11' -1' 11' -1' 4' 2 1/8' 63.4 11' -0' 11' -0' 4 2 1/8' 83.8 11' -0' 11' -0' 4' 2 1/8' 63.7 11' -0' 11' -0' 4' 2 1/8' 68.9 10' -8' 10' -8' 4' 2' 67.0 10' -8' 10' -8' 4' 2' SHUTTER SPAN ° L ° (ft.) MINIMUM SEPARATION 'S (in.) LESS OR EQUAL THAN 9' -0" 2 7/8' > 9' -0' TO 10' -0 .50 3 1/2' > 10' -0" TO 12' -0' 2' 168.1 4" ACTUAL E. D.= FACTOR EDGE DISTANCE • 2 1/2 .75 2" .50 MAXIMUM DESIGN LOAD "W" (p.e.f.) MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION "S' TO CLASS (in.) • •• • M 165.2 5' -9" 5'_g• 2 7/8" 2' 168.1 5 -8 5'_8' 2 7/8' 2' 168.7 5 -7 5' -7' 2 7/8' 2' 170.0 5' -7' 5'_7• 2 7/8" 2' 175.8 5' -5 y'_y- 2 7/8' 2' 176.6 5' -4' y'_4• 2 7/8" 2' 180.3 5' -3" 5• -3' 2 7/8" 2' 188.0 5' -0' 5'_0• 2 7/8" 2" 195.2 4' - 10' 4' -10' 2 7/8" 2" 197.2 4' -10' 4' -10' 2 7/8" 2' 199.1 4' -9' 4'_9• 2 7/8' 2 204.7 4' -7' 4' -7' 2 7/8' 2" 211.3 4' -6' 4•_6- 2 7/8" 2 216.9 4' -4' 4'_4' 2 7/8" 2• 221.8 4' -3' 4'_3• 2 7/8" 2' 228.3 4' -2" 4•_2• 2 7/8' 2' MAXIMUM DESIGN PRESSURE RATING 'W' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VALID FOR SECTIONS A, Al, B, 81, B2, C & Cl ON SHEET 2 OF 9) * VALID FOR UP TO 3 -0" MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCC. VALID FOR SPANS OF 5' -0' OR LESS. (2) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0' TO 8' -6 ". (3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' -6' TO Max. ALLOWED. MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAtil'•� ltOgijLE • . • • ••• • • • (VALID FOR SECTIONS A, Al, B, 81, 82, C & Cl ON SHEET 2 OF 9). • • • • • • • • • • • • • NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. "' IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. • • • • 0• • • •• • • + USE TAPCON ANCHORS, ZAMAC NAILIN & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3" EDGE DISTANCE. FOR E. D. LESS THAN 3'. REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAWL CAUL -IN ANCHORS IS 2 1/2"). TAPCON OR RAWL CALK -IN ZAMAC NAIUN UP TO 75.3 p.e.f. TAPCON OR RAWL CALK -IN > 75.3 p.e.f. TO 226.3 p.s.f. ANCHOR LEGENDS 'v7 L_ 7 EDGE OF 1/2' Win.l S 5 3" Max. 2 ANCHORS REQUIRED EACH -END S = ANCHOR SPACING G�[ENON SCHED STAGGERED ANCHORS C i ANCHORS USED W /TRACK 'A (TOP & BOTTOM) SHALL BE .I07AI STAGGERED AT Max. SPACINGS INDICATED ON SCHEDULES. 9 • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO CLASS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON •• FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION MEASURED AT BOTTOM OF SHUTTER. IL ECO INC. \ TINT TESTING & ENGINEERING COMPANY 0395 k... 3M. 51.. Sla 217. V1ROMN CVROCKS. FLEA OA 17102 vw•. : (305)071 -1530 . rm : (305)671 -1531 WALTER A. TILLTT Jr.. P. E. FLORIDA Uc. t 4-4167 NM. b 2 • • • • • • • • • • TABLE 1: MINIMUM SEPARATION ° S • BETWEEN CLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN 'L ° , FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION ° S' TO BE MEASURED AS INDICATED ON SECTION D. SHEET 4 OF 9. ELEVATION FOR SPANS SCHEDULE. OF BUILDING, ASSA / ECONOMY ACCORDION SHUTTER ROLLUPMATIC (ASSA / 147) 4850 NE 10th AVE. OAKLAND PARK. FL. 33334 0•R WV. ti APPROVED AS COMPLYING WITH TN SOUTH ORIDA BU DING CODE 2/ 19 DAT BY PRODUCT CO ROL DIV:S :ON BUILDING CODE COMPLIANCE WIC ACCEPTANCE NO. .79 2 • 0_ 11a2/n01 MIAMI -DADE COUN AS SHOWN SCALE 9/8/99 DATE 99 - 28( DRAWING No SHEET 8 OF 1 MAXIMUM DESIGN LOAD 'W' (p.s.f.)_ WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR/CEILING MOUN INSTALLATION OR BOTTOM TOP OM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE .3 FROM 45.1 TO 61.8 9 9' 9' 9' 9' 4 1/2' g' 9' 8 g' 9' 7' 7' 7' 5' 9' 7' 5' FROM 61.9 TO 75.3 9 9 8 1/2' 9 8' 2 1/2' 9' 9' 7' g' 9' 4 1/2 ' 9' 7' 3' 9' 5 1/2' 4 1/2' FROM 75.4 TO 91.4 9' 9' 6' 9' 3' - 9' 7 1/2'`6 1/2' FROM 91.5 TO 120.0 9' 4 1/2 - 4 1/2' 8' - - 9' 5 1/2 1/2 FROM 120.1 TO 168.1 7 1/2 - 4 1/2' - 2 1/2" - - 7' 5 1/2' - FROM 168.2 TO 226.3 4 1/2'4 1/2" - 2' • - - 5 1/2'5 1/2" - MAXIMUM DESIGN LOAD PAW @L• SFOMI• L° (ft.) 4yjM141•5EPARA1 T.. TO CLASS (in.) W (p.o.f.) 1/2" > 9' -0' TO 10' -0' • 91.4 125.3 8' -0' •.8 3 1/2' • 2.112 • :•• a • 125.8 7 -11' t - :1': : 2:1/h..• • 2 ' • - 126.7 fro 7' -11' • 7 - 11 ' ' 9 � , • 2 1fh•• ••• • 129.8 7-8' 7-8' 2 1/2' 2' 130.9 7-8' 7' -8' 2 1/2' 2' 131.6 7-7' 7-7' 2 1/2' 2' 134.3 7-5' 7• -5' 2 1/2' 2' 136.2 7 7' -4' 2 1/2' 2' 137.9 7-3' 7-3' 2 1/2' 2' 140.7 7• -1' 7-1' 2 1/2' 2' 142.8 7-0' 7• -0' 2 1/2' 2' 143.5 6' -11' B - 11' 2 1/2' 2' 147.0 6 - 10' 8• -10' 2 1/2' 2' 148.4 6' - 9' 6 - 9 • 2 1/2' 2' 152.6 6' -8' 6• -8' 2 1/2' 2' 153.1 6' -6' 6' -6' 2 1/2' 2' 156.8 6' - 4' 6 - 4' 2 1/2' 2' 157.5 6 - 4' 6' - 4' 2 1/2' 2' 157.8 6' - 4' 6' - 4' 2 1/2' 2' 160.8 6• -2' 8• -2' 2 1/2' 2' 181.7 6' -2' 8' -2' 2 1/2' 2' 164.4 8' -1' 8 -1' 2 1/2' 2' M.WMUM DESIGN LOAD W' (p.s.f.) MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION 'S' TO GLASS (in.) 2 1/2" > 9' -0' TO 10' -0' 3 91.4 9 -9' 9' - 9' 3 1/2' 2 1/4' 92.7 9' -8' 9' -8 3 1/2' 2 1/4' 93.8 9 -8' 9' -8' 3 1/2' 2 1/4' 94.8 9' -7' 9' -7• 3 1/2' 2 1/4' 96.8 9' -6' 9' -8' 3 1/2' 2 1/4' 96.8 9' -6' 9' -8' 3 1/2' 2 1/8' 97.7 9' -5' 9' -5' 3 1/2' 2 1/8' 100.5 9' -4' 9' - 4' 3 1/2' 2 1/8' 101.5 9' -3' 9' -3' 3 1/2' 2 1/8• 103.7 9' -2' 9' -2' 3 1/2' 2 1/8' 106.5 9' -0' 9' -0' 2 1/2' 2 1/8' 108.8 8' -11' 8' -11' 2 1/2' 2 1/8' 110.6 8' -11' 8' -11' 2 1/2' 2 1/8' 111.0 8• -10' 8' -10' 2 1/2' 2' 114.1 8' -9' 8' -9' 2 1/2' 2' 118.5 8' -7' 8' - 7' 2 1/2' 2' 116.9 8' - 6' 8' - 6' 2 1/2' 2' 117.8 8' -8' 8' -6' 2 1/2' 2' 119.7 8' -4' 8' - 4' 2 1/2' 2' 120.0 8' - 4' 8' - 4' 2 1/2' 2' 121.2 8' - 3' 8' - 3' 2 1/2' 2' 122.5 8• - 2' 8' - 2' 2 1/2' 2' MAXIMUM DESIGN LOAD 'FY (p.s.f.) MAXIMUM PANEL SPAN 'L' (rt.) MINIMUM SEPARATION 'S' TO GLASS (in.) 2 1/2" > 9' -0' TO 10' -0' 3 67.5 11' -4' 11' -4' 4' 2 1/2' 70.1 11' -2' 11' -2' 4' 2 1/2' 71.1 11' - 1' 11' - 1' 4' 2 1/2' 71.4 11' - 0' 11' - 0' 4' 2 1/2' 71.5 11' -0' 11• -0' 4' 2 1/2' 72.9 10' -11' 10' -11' 4' 2 1/2' 75.1 10' -9' 10' - 9' 4' 2 1/2' 75.2 10' - 9' 10' - 9' 4' 2 1/2' 75.3 10' -9' 10' -9' 4' 2 1/2' 77.0 10' -8' 10' - 8' 4' 2 1/2' 77.5 10' -7' 10' - 7' 4' 2 3/8' 78.8 10' -6' 10' -6' 4' 2 3/8' 80.7 10' -5' 10• -5' 4' 2 3/8' 81.5 10' - 4' 10 - 4' 4' 2 3/8' 82.5 10' - 3' 10' - 3' 4' 2 3/8' 83.4 10' - 3' 10' - 3' 4' 2 3/8' 88.2 10' -0' 10' -0' 3 1/2' 2 3/8' 86.7 10' -0' 10' -0' 3 1/2' 2 3/8' 86.8 10' -0' 10' -0' 3 1/2' 2 3/8' 88.5 9' -11' 9' -11' 3 1/2' 2 1/4' 90.3 9' -10' 9' -10' 3 1/2' 2 1/4' 90.8 9' -10' 7-10' 3 1/2' 2 1/4' MAXIMUM DESIGN LOAD 'w (p.s.f.) MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION 'S' TO GLASS (in.) 2 1/2" > 9' -0' TO 10' -0' 3 45.1 17-0' 13' - 3' 4' 3' 47.8 12' -0' 13' -1' 4' 3' 49.0 12 -0' 13 -0' 4' 3' 50.5 12 12 -11' 4' 3' 52.0 12' -0' 17-10' 4' 3' 52.4 12' -0' 12' -10' 4' 3' 55.0 17-0' 12' -7' 4' 3' 55.2 12' -0 12' -7° 4° 3° 55.6 12' -0' 17-8' 4 .3' 57.2 12' -0' 12' - 4' 4' 2 7/8' 58.6 17-0' 17-2' 4' 2 7/8' 58.8 12' -0' 17-2' 4' 2 7/8' 59.5 12' -0' 17-1' 4' 2 7/8' 59.7 12' -0' 17-1' 4' 2 7/8' 61.5 11' -1l' 11' -11' 4' 2 3/4' 81.8 11' -10' 11' -10' 4' 2 3/4' 61.9 11' -10' 11' -10' 4' 2 3/4" 63.4 11' -9' 11• -9' 4' 2 3/4' 63.8 11' - 8' 11' - 8' 4' 2 3/4' 83.7 11'-8' 11' -8' 4' 2 3/4' 86.9 11• -5' 11' -5' 4' 2 3/4' 67.0 11' -5' 11' -5' 4' 2 3/4' MAXIMUM DESIGN LOAD '1 (p.•.1.) MAXIMUM PANEL SPAN 'L' (ft) MINIMUM SEPARATION 'S' TO CLASS (in.) 2 1/2" > 9' -0' TO 10' -0' 3 185.2 6' -0' 6' -0' 2 1/2' 2' 168.1 5 -11' S' -11' 2 1/2' 2' 188.7 5' -11' 5' -11' 2 1/2' 2' 170.0 5' -10' 5' -10' 2 1/2' 2' 175.6 5' -8' 5' - 8' 2 1/2' 2• 176.6 5' -8" 5' -8' 2 1/2' 2' 180.3 5' -6' 5' -8" 2 1/2' 2' 188.0 5' -4' 5' -4' 2 1/2' 2' 195.2 5' -1' 5' -1' 2 1/2' r 197.2 5• -1' 5' -1' 2 1/2' 2' 199.1 5' -0 5' -0' 2 1/2' 2' 204.7 4' -11' 4' -11' 2 1/2' 2• 211.3 4' - 9' 4' - 9' 2 1/2' 2' 218.9 4' -7' 4' - 7' 2 1/2' 2' 221.6 4' -6' 4' - 8' 2 1/2' 2• 226.3 4• -5' 4' -5' 2 1/2' 2' SHUTTER SPAN "L' (ft.) MINIMUM SEPARATION 'S' (in.) LESS OR EQUAL THAN 9' -0' 2 1/2" > 9' -0' TO 10' -0' 3 1/2' > 10' -0' TO 12' -0' 4' ACTUAL E. D.= EDGE DISTANCE FACTOR 2 1/2' .75 2' .50 * VAUD FOR UP TO 3' -0" MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCG. VALID FOR SPANS OF 5' -0" OR LESS. (2) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0 TO (3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' -6' TO .s f. MAXIMUM DESIGN PRESSURE RATING "W" • (VALID FOR SECTIONS B' NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED NEED NOT TO BE CHECKED. MAXIMUM DESIGN PRESSURE RATING 'W' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VALID FOR SECTIONS 8', 81'. 82' & C1' ON SHEET .3 OF 9). 8 6'. Max. ALLOWED. + USE TAPCON ANCHORS, ZAMAC NAIUN k RAWL CALK - INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. D. LESS THAN 3, REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAWL CALK -IN ANCHORS IS 2 1/2'). TAPCON OR RAWL CALK -IN ZAMAC NAIUN UP TO 75.3 p.s.f. TAPCON OR RAWL CALK -IN > 75.3 p.s.f. TO 226.3 p.s.f. ANCHOR LEGENDS AND CORRESPONDING MAXIMUM inti • , B1', B2' & C1' ON SHEET 3 OF 9). • • •�• • • • • • ••• • • . • ••• PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAUFY AND • FOR SEE THE • • • • • • •• • • •• • e • • 0 e • a TABLE 1: MINIMUM SEPARATION 'S' BETWEEN CLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN 'L'. FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION 'S' TO BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF 9. SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ELEVATION OF BUILDING. TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN MAXIMUM ALLOWED SHOWN ON SCHEDULE. FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE cy DAT ' 11-4.. 2 i 19 ( 9 BY I �i "� - 1•��- u . PRODUCT CI R0L DIVISION BUILDING CODE OMPLIANCE OFFICE ACCEPTANCE NO 7 l -/Z 0 . 2 • 0/ MIAMI -DADE COUNT' !L E C O INC TILUT TESTING & ENGINEERING COMPANY 8595 K.•. 301h S.. St a. 217. 'AROMA URCOd. FtD• OA 32100 Phan. : (303)071 -17.30 . r..: (X0 )471 -112 wALTER A. TILLIT Jr.. P. E. FLOR10A Le. If 4-4167 ASSA / ECONOMY ACCORDION SHUTTER ROLLUPMAT1C (ASSA / 147) 4850 NE 10th AVE. OAXLANO PARK, FL 33334 tn. 10 ooO••nolt DC 9CiR10M Wit AS SHOWN SCALE 9/8/99 DATE 99 - 280 DRAWING No SHEET OF 6.1 • 9WM9 /NG:S PEAK q091 t/£ /GHT vs DESIGN LOAD FOR COMPONENTS * CLADDING (P.S.F.) FOR ASCE 7 -98 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET * • • • • • • • . . • • • • • • BASIC WIND SPEED = 140 mph CATEGORY II BUILDINGS (1= 1.00) • • • • • • • • : APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) • • • • • • • • • ••• • • . • • •__ DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED IN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE PROTFCTFD AGAINST WIND DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE OETERMINAT70N OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROTFCTFO AGAINST BORNE OEBRI•BY NEAP OF 4'ACT �LASS•OR ADEQUATE HURRICANE SHUTTERS. * ** - WIND BORNE DEBRI BY MEAN OF IMPACT RESISTANT CLASS OR ADEQUATE HURRICANE SHUTTERS. * ** PEAI1 O (N) . • • • • L~ E0row: � THAN • i • • . • • • LP EQUAL THAN I t' - O' TP°SiTIVE.4c."0‘5.47.716414 5' -8' AND � NEGTIK • 52.4 L° GREATER THAN il' -0' AND LESS OR £DUAL 1)4114 12' -J' PbS 7W NEGIIY[ 37.8 46.8 L^ mum. OR LESS THAN 5 ' - 6' POSITIVE 7POSITIVE N£G41TP 56.1 75.2 L'� GREATER 1NAN 5' -8' AND LESS OR EOWtL 1)4414 I1' -0' L GREATER 1)4414 I1' -Q AND LESS 0R EQUAL THAN 12' -3' POSPOSITIVE NEG I/YE 49.6 61.5 POSITIVE 42. • NEGATIVE NEGATIVE • : • 57? • • P05777W 53.2 NEGATIVE NEGATIVE 68.9 0' - t5') > 75' - 20' i • 45.4 • • • SD.8� 1 • • *J.0 55.7 f 40.1 4g, 59.6 79.8 56.5 73.2 52.7 65.3 > 2'0 =21 47.6 • • • �. 7 � • • • 4 58.4 42.1 5Y, ! 62.5 83.7 59.3 76.7 55.3 68.4 > 2J' - JO' 49.4 • • • • 6607 • • • • • 4g,g 60.7 43.7 54, ! 64.9 I 87.0 61.6 79.7 57.4 71.1 > JO' - 40' 52.5 70.3 49.8 64.4 46.4 57,5 69.0 92.4 65.4 84.7 61.0 75.6 > 4D' - 50' 55.0 73.7 52.2 67.5 48.7 60.3 72.3 96.8 68.6 88.7 64.0 79.2 > 50' - 80' 57.2 76.6 54.2 70.2 50.6 62,6 75.1 100.6 71.2 92.2 66.5 I 82.3 BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -98 - PEAK ROOF HEIGHT GREATER THAN 60 FEET * *INDIDATED PRESSURES CORRESPOND TO THE MAXIMUM END 2014E AND UFO ZONE CONDITIONS AND SLOPES. ** L = STORM PANEL LENGTH, ACCORDION sHUTITR BLADE LENGTH OR BA4WM SHUTTER HEIGHT. * ** PRODUCTS t41!CH 8648 A 14446 CST: &ROARO COUNTY PRODUCT APPROVAL OR AN SB.C.C.I. EVALUATION REPORT BASIC WIND SPEED = 140 mph CATEGORY II BUILDINGS (1=1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARF PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SA/D OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. *AK* IMPACT RESISTANT CLASS OR ADEQUATE HURRICANE SHUTTERS * ** PEAK ROOF HEIGHT L" EQUAL OR LESS THAN I1' -0' L•' GREATER THAN I - AND LESS OR EQUAL THAN 12' -J' Le' FOWL OR LESS THAN 11' -O' L° GREATER THAN 7t' - AND LESS OR EQUAL IRAN 12' -J' 01) POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE > 60' - 70' 54.1 99.1 49.2 85.3 71.0 730.3 64.6 112.0 > 70' - 80' 55.6 102.0 50.6 87.7 73.1 134.0 66.4 115.2 > 80' - 90' 57.0 104.5 51.8 89.9 74.9 137.3 68.1 118.1 > g0' - too' 58.3 106.9 53.0 91.9 76.6 140.4 69.6 120.7 > 100' - 120' 60.6 111.1 55.1 95.5 79.6 145.9 72.4 125.5 P OP( > 120' - 140' 62.6 114.7 56.9 98.7 82.2 150.7 74.7 129.6 d GN1 > 740' - 160' 64.4 118.0 58.5 101.5 84.6 155.0 76.9 133..3 tkEA /f > 160' - 180' 66.0 121.0 60.0 104.0 86.7 158.9 78.8 136.7 > 180' - 200' 67.5 123.7 61.J 106.3 88.6 162.5 80.6 139.7 > 200' - 25o' 70.7 129.6 64.3 111.5 92.9 170.3 84.4 146.4 > 250' - 300' 73.5 134.7 66.8 115.8 96.5 177.0 87.8 152.2 > 300' - 350' 75.9 139.1 69.0 119.6 99.7 182.8 90.6 157.2 > 350' - 400' 78.1 143.1 71.0 123.1 102.5 188.0 93.2 161.7 BUILDING SCHEMATIC > 400' - 450' 80.0 146.7 72.7 126.1 105.1 1 192.7 95.6 165.7 > 450' - 500' 81.8 150.0 74.4 129.0 107.5 1 197.0 97.7 169.4 1 t.) THIS CERRFIED SIGNED AND SEALED WIND LOAD SCHEDULE PREPARED BY THIS ENGINEER. BASED ON ASCE 7 -98, SECTION 6 STANDARD, FORA BASIC WIND SPEED OF 140 MPH, AND APPLICABLE IMPORTANCE FACTORS & EXPOSURES LS COMPLETELY GENERIC AND DOES NOT PROMDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) 1115 WIND LOAD SCHEDULE MUST BE SIGNED. SEALED AND (WED BY 174LS ENGINEER IF USED TO OBTAIN A 014E TIME BUILDING PERM?. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE S£IECITON OF DESIGN WINO LOADS BASED ON THIS GENERIC WIND LOAD SCHEDULE. 4.) THIS WINO LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF ALTERED ( :e., HIGHLIGHTED, NARKED, CIRCLED, LTC) BY ANY RSE7N5. 5.) DESIGN WIND LOADS SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPEMNC SCHEWLE/CHART, ETC.). 2001 FLORIDA BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES) _ /� / �` , ASCE 7 -98 / WIND LOAD SCHEDULES STORM PANELS, ACCORDION & BAHAMA SHUTTERS As SHOWN SCALE WIND LOAD SCHEDULE BASIC WIND SPEED = 140 mph EXPOSURE C. Kd = 0.85 J /1/02 DATE / I L E C O I N C. 02 - 060 DRAWING Ne Miff TESTING & E74DRIEE1 .M. MW .78 St, 57M 217. �a+1S GR I NO UPANY C CC n scree Rem : (.7)e71 . r • (.m71en - 5551 EB- 0006719 WALTER .4. ROUT Jr. P. E. FLORIDA Lie. 44767 A� maw= Mt .•x �o �� 1 - - • ' 5Hl61 I or 7 qJ �r ``,{ ��pp `? VD GP :N' 211YA// , - - . - MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rollupmatic 4350 N.E. 10th Avenue Oakland Park FL 33334 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 ASSA/Economy Accordion 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- 1202.01 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:12 /21/2002 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. Approved: 12 /21/1999 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1-10 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 -2558 rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Offic Roltnpmatic, Inc. ACCEPTANCE No.: 99- 1202.01 APPROVED DEC 2 1199 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • DEC 2 1 ZOO2 1. SCOPE This approves an aluminum accordion type 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 type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -280, titled "ASSA/Economy Accordion Shutter," prepared by Tilteco Inc., dated September 8, 1999, sheets 1 through 9 of 9, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 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 type 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 A.4takar, P.E.- Product Control Examiner Product Control Division 2 a 3 Rolluomatic, Inc. ACCEPTANCE No.: 99- 1202.01 APPROVED EXPIRES : DEC 2 1 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, 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE 11 DEC 2 1 1999 Helmy A. akar, P.E.- Product Control Examiner Product Control Division �of� i/ .082' 0.58 2' .257' 3.234' 755' h 2.048' 431" © SILL SCALE: 3/8" = 1 1.1 F .aciet- .50 {500 1 r.062• -2.873' {-.--1.5e8 L 0.531' 0.655' 3.025' 1.915" .270" .907' 1 1.196' 1.679 2.D00' 3.875' .062' :1 Typ. I I - 1 La .452' .--*s"\ 0 180' STARTER 0.582' 075' c 0 HEADER -WALL MOUNT. 0 SILL -WALL MOUNT. (INVERTED USE) SCALE: 3/8" = 1' ; - MALE LOCK SLAT \` SCALE: 3/8" = 1" \ .452' b T S -� :500• �1 N558 _ 1 . 056• ± Ape• 3.812' FOR © FEMALE /FEMALE ECONO BLADE SCALE: 3/8" = 1" & ® HEADERS -WALL MOUNT. SCALE: 3/8" = 1' © SILL SCALE: 3/8" = 1" 90' STARTER SCALE: 3/8' - 1' & 2.812' FOR 0.582" .928' 1` - 1 r m .655" .531' 758' 2.476" �I 2.033 " -1 1.35 10 FEMALE LOCK SLAT SCALE: 3/8' = 1' .452" 0.582 r .312' .473 "�I HEADERS -WALL MO1l1J SCALE: 3/8" = 1" 3.155' 3.031' .062' Typ. SILL BOTTOM ADAPTER SCALE: 3/8" = 1" 3.858' .056 "4 " � I � .125• \tJ ` L_ 281 J 2.750• PLAN COMPONENTS 3.340. 2.028' 1.840• .120' [76 .062" THL .298" FRONT ELEVATION OUTSIDE LOCKER # SCALE: 3/8" = 1" - 7 1 .679' 64 1.374' 1.124' 2.000' r O © HEADER CEILING MOUNT. 3.031' 1/4 "0- 20 S. S. THUMBSCREWS SCALE: 3/8" = 1' .062" Typ. 3.124 ® SILL BOTTOM ADAPTER SCALE: 3/8" = 1" 500' -.375' FO LOUVER BLADE SCALE: 3/8" - 1 © LOCKING PIN SCALE: 3/8' _ 1" 12" Min. FOR UP TO 9 -0' SHUTTER BLADE LENGTHS AND 24" Min. FOR SHUTTER BLADE LENGTHS GREATER VARIUES, SEE NOTE BELOW 3.750 PLAN R 1 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE 1 - 1/4 0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. RAMSET OR ELCO INDUSTRIES. INC. - 1/4' 0 RAWL ZAMAC NAIUN ANCHORS, AS MANUFACTURED BY THE RAWL PLUG COMPANY. INC. - 1/4' 0 It 7/8" RAWL CAUL -IN AS MANUFACTURED BY THE RAWL PLUG COMPANY, INC. NOTES: A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4'. MINIMUM EMBEDMENT OF RAWL ZAMAC NAIUN 15 1 1/2' A.2) 7/8" RAWL CAL( -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 - 20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. (9) TO EXISTING CONCRETE BLOCK WALL: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED EfY L.T.W. RAMSET OR ELCO INDUSTRIES. INC. - 1/4' 0 RAWL ZAMAC NAIUN ANCHORS AS MANUFACTURED THE RAM. PLUG COMPANY, INC. - 1/4" 0 x 7/8" RAWL CALK -IN AS MANUFACTURED BY THE RAWL PLUG COMPANY. INC. NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, MD RAWL ZAMAC NAILJN ANCHORS INTO THE CONCRETE BLACK UNIT SHALL BE 1 1/4'. 8.2) 7/8' RAWL CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EAIBEOMENT INTO STUCCO SHALL BE PERMITTED. 1/4' s -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. BLADE FQ, AND THE KNUCKLES FOR CENTERMATES ® & QI , & THE STARTERS ® & © ARE UNDER THE PATENT OF EASTERN METALS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE 10. SHUTTER'S MA4UFACTURE STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE LOCK SLAT (COMPONENT (I) ). ONE LABEL SHALL BE PLED FOR EVERY OPENING. LABEL SWILL READ AS FOLLOWS: ROLLUPMATIC. OAKLAND PARK. FL. MIAMI -OADE COUNTY PRODUCT CONTROL APPROVED. - 1 r Ty tb• 4 r�.,.0. SIDE ELEVATION INSIDE LOCKER # 2 SCALE: 3/8' = 1" IL ECO1 TI LJT TESTING & ENGINEERING COMPANY 5565 kV. 3J.. !.. Si.. 717. VOCNIA GMI[OG. nova 33156 Ph . (306)571 -1536 . r5. (305)571 -153% WALTER A. T .UT Jr.. P. E. FLORIDA Uc. 44167 GENERAL NOTES: 1. ACCORDION SHUTTER HAS BEEN DESIGNED IN ACCORDANCE WITH THE DADE COUNTY, 1994 EDITION OF THE SOUTH FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 6 OF ASCE 7 -88. WITH 110 m.p.h. BASIC WIND SPEED. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 2315 & 2314 RESPECTNELY OF THE ABOVE MENTIONED CODE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 10 x 410-HT MINIMUM SERIES W/ 135.0 k3i YIELD POINT & 180 ksi TENSILE STRENGTH. SCREWS MALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co. 80X 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 8083 - ALLOY (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 50 kW YIELD POINT AND 90 ksl TENSILE STRENGTH. 5. ALL ALUMINUM POP RIVETS 10 BE 5052 ALUMINUM ALLOY WITH ALUMINUM MMOREL 6. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 101 MINIMUM MINIMUM YIELD POINT. ASSA 61V ECONOMY ACCORDION SHUTTER ROLLUP1IATIC (ASSA / 147) 4850 NE 10th AVE. OAKLAND PARK, FL 33334 RV. 4 5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILOING CODE DAT u G'e9 ' 2/ )g III /��"7,'Ff PRODUCT CO ROL DIVISION BUILDING CODE - COMPLIANCE OFFICE ACCEPTANCE NO 9 - /202.0/ 1 \\ MIAMI -DADE COUNTY 6611 AS SHOWN SCALE 9/8/99 CATE 99 - 280 DRAWING No SHEET 1 Of 9 r WALL MOUNTING INSTALLATION - SECTION A SCALE: 3/8" = 1" / 10 x 1 /2 " S.S. S. M. S. 0 8" 0. C. --- OUR ED CONCRETy. MIRED 1.500" 1/4' 0 -20 S. S. S. M. S. W /FULL PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE). CONCRETE ANCHORS 10 x 3" S. S. (SEE SCHEDULE) S. M 5. W/ 3/8' • x 5/8' LONG NYLON BUSHING. (Typ. TOP). / 10 x 3' S. S. 5. M. S. W/3/8" • x 5/8' LONG NYLON BUSH NC (Typ.) ISEE SCHEDULE 1 FOR MSNIMUM SEPARATION "S" TO CLASS OF I EXISTING WINDOW I OR S. G. D. ©OR© R W/13/8 3" • x 7/8" LONG NYLON BUSHING. (Typ. BOTTOM). CONCRETE ANCHORS (SEE SCHEDULE) ) o s / 10 x 3' S. S. S. M. S. .8 1 NYLON BUSHING. (Typ. BOTTOM). 10x /4" S. S. S14S06'0.C. 4s W/ 3/8' 0 x 7/8' LONG / / / /// IF APPUCABLE E. D.- + EDGE OF SLAB REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 81 SCALE: 3/8" = 1" 5/8" HOLE TO INSERT SCREW THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER wf1H NYLON CAP. v/////)/// POURED CONCRETE / OR CONCRETE BLOCK // WALL REQUIRED I J. POURED CONCRETE OR CONCRETE BLOC% WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) / W/3/8 " x 5/8" LONG NYLON BUSHING (Typ.) SEE SCHEDULE FOR MINIMUM SEPARATION "S" TO GLASS OF EXISTING WINDOW OR 5. C. D. WALL MOUNTING INSTALLATI N SECTION Al SCALE: 3/8" 10 x 1/2 "5. S. M. 5. 0 8" 0. C. L' (S S - SECTION C1 CONCRETE ANCHORS # 10 x 3' S. S. S. M. S. W/ 3/8' 0 x 5/8" LONC NYLON BUSHING. (Typ. TOP). CONCRETE AN (SEE SCHEDULE) ALTERNATE OR 10 x 3' S. S. S. M. S. W/ 3/8' • x 7/8" LONG NYLON BUSHING. (Typ. BOTTOM). SCALE: 3/8" 0 1" R ®0R® S. S. I S. W /3 /8" 0 x 5/8" LONG NYLON BUSHING (Typ.) / 10 x 1/2' S. S. S. M. S. 0 6' 0. C. POURED CONCRETE REQUIRED C ONCRETE ANHOR,.. - ( SEE SCHEOUI FOR MINIMUM SEPARATION "S" TO CLASS OF EXISTING WINDOW OR S. G. D. & FLOOR LOOR MOUNT. INSTALLAT. - SECTIO B INSTALLATION DETA 1.500" 1/4' 0 -20 S. S. BOLTS w/NUT & WASHER 0 17." 0. C. ©OR© S 14 x 3/4' S. 5. . M. S. 0 6" 0. C. 1" x 2' x 125" Alum. ANGLE Cont. (6063 -T6 ALLOY) POURED CONCRETE REQUIRED W/13/8 3" S. S. M. S. " LONG NYLON BUSHING. (Typ. BOTTOM). / 10 x 3/4" S. S. 2" x 3 OR 4' OR 5 x .125' S. M. S. 0 6" O. C. ALUMINUM ANGLE WALL MOUNTING INSTALLATION (OFFSET) D. SCALE: 3/8" = 1" 1.000" 2.000" - SECTION 92 4.000" Min. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REOUIRED EDGE OF SLAB IF APPLICABLE 10 x 3" S. S. M. S. w/ 3/8" • x 5/8" LONG NYLON BUSHING. (Typ. TOP). / 10 S. 11 3/8" LONG (Typ. H r s o a 0 Nom. POURED CONCRETE REQUIRED Y, Y 0 0 1) POURED CONCRETE OR CONCRETE BLOCK x 3' S 5. WALL REOUIRED -, .S. W/ • x 7/8" NYLON BUSHING. BOTTOM). / 10 x 3/4" S. S. S. M. S. 0 6" 0. C. EDGE OF SLAB IF APPUCABLE I L_- N N \ \ \` FUJ I \\\\\ \k. ALTE CONCRETE ANCHORS - (SEE SC) EQULE)- 1/4" 0 -20 S. S. S. M. S. W /FULL PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE) REMOVABLE FLOOR MOUNTING INSTALLATION SCALE: 3/8' = 1" CONCRETE ANCHORS - (SEE SCHEDULE) 2" x 3" OR 4" OR 5' x 125' r ALUMINUM ANGLE 1 - SECTION C s N oS. W /3 / S. 8 • x 5/8" LONG NYLON ( Typ. - SEE SCHED BUSHING ULE FOR Min. 1 SEPARATION "S' TO 1 CLASS OF EXISTING "/% WINDOW OR S. C. D. ( / CONCRETE ANCHORS (SEE SCHEDULE) BY O 2' x 3' OR 4" \_ \-- - -AL ANGLE _ _ \ ALTERNATE 1.000" WALL MOUNTING INSTALLATION / 10 x 3' S. S. S. M. S. W/ 3/8" 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). 10 x 3/4" S. S. S. M. S. R 3/18 0 Alum. POP RIVETS 0 6" 0. C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. EDGE OF SLAB IF APPLICABLE APPROVED AS COMPLYING WITH THE E. D SOUTH FLORIDA BUILDING CODE DAT - -2/ ) �I g 1/4" 0 -20 S. 5. BOLTS W/ NUT & WASHER 0 12" 0. C. t. 10 x S 3" S. S. M . W/ 3/8" • x 5/8 -1 LONG NYLON BUSHING. (Typ. TOP). O OR © o 0 m f N O L 1-- # 10 x 3" W/ S 3/8" 0 x 1 7/8' LONG Min. NYLON BUSHING (Typ. BOTTOM). 1/4' 0 -20 S. S. BOLTS W /NUT & WASHER 0 12" 0. C. SCALE: 3/8 E. D. - EDGE DISTANCE (SEE SCHEDULE ON SHEET 8 OF 9) PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO O q _ /2O 2. O� MIAMI -DADE COUNTY IL ECOINC. T1LLT TESTING & ENGINEERING COMPANY a511 5 M.•. 300%. 71... Sta. 717. HRC3 G•x9Ew. RCP IZA 3.3164 v..v..: (305)e1l -15J0 . re : (305)071-15..11 WALTER A nLL1T Jr.. P. E. FLORIDA Loc. 44167 ASSA / ECONOMY ACCORDION SHUTTER ROLLUPMATIC (ASSA / 147) 4850 NE 10th AVE. OAKLAND PARK. FL_ 33334 7vn AS SHOWN SCALE 9/8/99 DATE 99 - 280 DRAWING No SHEET 2 OF 9 / 10 x 3' S. S. S. hi S.W/3/8 x 5/8" LONG NYLON BUSHING (Typ.) S. S. M. S. OR " 3 • Alum. POP R 0 6" 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE /10 x 3/4" S. S. S. M. S. OR 3/16" 0 Alum. POP RIVLIS 0 6" 0. C. AT THIS LOCATION. POURED CONCRETE REQUIRED CONCRETE ANCHOR (SEE SCHEDULE) FOR MINIMUM SEPARATION "S" TO GLASS OF EXISTING WINDOW OR S G D © ©a ) OR OOR ®OR© OR© OR 1.500" (A 1> ic> (B I>(> B1 ► CONCRETE ANCHORS (SEE SCHEDULE) ► POURED CONCRETE REOURED ;8 2 EDGE OF SLAB IF APPLICABLE CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' SCALE: 3/4' = 1" {{ 10 x3 "S. S. S. M. S. */ 3/8" 0 x 5/8" LONG NYLON BUSHING. (Typ. TOP). R© / 10x3" S. S. S. LI .S. W/ 3/8" • x 7/8" LONG NYLON BUSHING. (Typ. BOTTOM). 10 x 34 "5. S. S. M. 5. OR 3/16" 0 Alum. POP RIVETS 0 0 6" 0. C. EDGE OF SLAB IF APPUCABII INSTALLATION DETAILS / 10 x 3/4 S. S. S. M. S. OR 3!/16" 0 Alum. POP RIVETS 0 6" 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE 110 x 3/4" S. S. S. M. S. OR 3 /16' 0 Alum. POP RIVETS 0 6" 0. C. AT THIS LOCATION. /7/7/7 ■ I► POURED CONCRETE REOUIRED - TYPICAL ELEVATION N. T. S. 1.501' 1/4" 0 -20 S. S. S. M. S. W/FULL PENETRATION INTO RAWL CAUL -IN ANCHOR (SEE SCHEDULE). OR ®OR © OR ®OR® R REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1' SCALE: 3/4" = 1" SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REQUIREMENTS Ad -IM E. D. _ EDGE DISTANCE (SEE SCHEDULE ON SHEET 9 OF 9) POURED CONCRETE REOUIRED / 10 x 3" S. S. S. M. S. 43 W/ 3/fr 0 x 7/8" LONG NYLON BUSHING. (Typ. BOTTOM). N O' O OR© 14x S. M. S. J 4 6" 0. S. C. 1" x 2" x .125" Alum. ANGLE ConL (6063 -T6 ALLOY) 5/8' HOLE TO INSERT SCREW THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER WITH NYLON CAP. / 10 x 3/4" S. S S. M. S. OR 3 16 0 Mum. POP R 0 0 6" 0. C. EDGE OF SLAB IF APPUCABLE / 1/4" 0 -20 S. S. S. M. S. W /FULL PENETRATION INTO RAWL CAUL -IN ANCHOR (SEE SCHEDULE). 4.000' M'n. POURED CONCRETE CR CONCRETE BLOCK WALL REQURED CONCRETE ANCHORS (SEE SCHEDULE) 10 x 3/4" S. S. S. M. S. OR 3 16 "0 Alum. POP R 0 6" 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE 010 x 3/4" §. S. S. M. 5. OR 3/16 0 Alum. POP WATS 0 6" 0. C. AT THIS LOCATION. tY(NCRETE REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B2' SCALE: 3/4' = 1" 1/4' 0 -20 5. 5. BOLTS W/NUT & WASHER 0 12" 0. C. 2' x 3' OR 4' OR 5 x .125' ALUMINUM ANGLE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1' SCALE: 3/4" = 1` 21 .S 0 2 WALTER A T1LLR Jr., P. E. FLORIDA Uc. / 44167 / IL ECO AMC. T1L11T TESTING t ENGINEERING COMPANY 6.565 11.1r. 3011. SL. Rs. 217. MRLMM L6610015. rlDr4Ol 1110E P6ow. : (301)671 -1530 . fm (305)071 -1111 E 0.� / 10x 3 " S. S. 5. M .S. W/ 3/8" • x 7/8" LONG NYLON BUSHING. (Typ. BOTTOM). / 10 x 3/4 S. S. S. M. S. OR 3 16" 0 Alum. POP R 0 0 6" 0. C. ALTERNATIVOLY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. EDGE OF SLAB IF APPUCABLE ® 0 R APPROVED AS COMPLYING WITH THE SOUTH FLORIDA B ILDING CODE DAT ' ' 2 19 BY _ PRODUCT CUNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ” - / 202.0 ASSA / ECONOMY ACCORDION SHUTTER a>a ROLLUPMATIC (ASSA / 147) 4850 NE 10th AVE. OAKLAND PARK. FL 33334 [ DILICV rem / 10 x 3" S. S. S. M. S. W/ " LONG 3/8" NYLON 0 x BUSH (Typ. BOTTOM). 10 x 3/4" S. 5. M. S. OR 3/16' 0 Alum. POP RIVETS 0 0 6" 0. C. MIAMI -DADE COUN1 001 AS SHOWN SCALE 9/8/99 DATE 99 - 28C DRAWING No SHEET 3 OF: CONCRETE ANCHORS 0 9' 0. C. ** 3 csi POURED CNOCRETE OR CONCRETE BLOCK WALL REQUIRED 2' x 2' x .125' OR 3" x 3 x .090" ALUMINUM TUBE (6063 -T5 ALLOY) 3/16" 0 Num. POP RIVETS OR 1 14 x 3/4' S. M. 5. 0 8' 0. C. (Typ.) SECTION E SCALE: 3/4' - 1' 2' x 2' x .125' OR 3 x J x 090 ALUMINUM TUBE (6063 -T5 ALLOY) R 18' 0 Num 3/4' S. M. S. 0 6 0. C. (Typ.) I I 1 I * *J L 3/8' 0 HOLE FOR LOCKING BOLT 1' x 1" x .125' Cont Mum. ANGLE (6063 -T8 ALLOY) O (ALTERNATE TO KO ) * (ALTERNATE TO O ) * SECTION El SCALE: 3/4" - 1' j - CLASS 1' x 1' x 125" Cont. Alum. ANGLE (6063 -T6 ALLOY) SECTION D I I 1 ** r Lam/ NOTE : SEE NOTES ON LOCKS ON THIS SHEET, VALID ALSO FOR SECTION El AND ONE SIDED SHUTTER SCALE: 3/4' - 1" CONCRETE ANCHORS 0 9' 0. C. ©OR O CR @ OR © OR © OR © To KO)* (4) 3/18' • Alum. POP RNEtS OR / 14 x 3/4" S. M. S. (Typ.) 2 ANCHORS EACH ANGLE CONCRETE ANCHORS 0 9' 0. C. 2.000' 1.000' 3/e' x HOLE Taa tDOUNO DOLT 2' x 2 x .125' OR 3" x 3' x .090' Alum. TUBE POST ISOMETRIC (Typ. AT TOP (CORNER POST) & BOTTOM SLABS) - 2.000' 1.000' © &QD DRp ®DR O O R ®OR ©OR® O (ALTERNATE TO O ) SCALE: 3/4' - 1' I I I I ** r LL/ - - - - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 l/2° x 1 1/2' OR 1 1/2' x 2 OR 2'x 2' OR 2 "x3'OR 2' x 4' OR 2' x 5" x .125' ALUMINUM ANGLE (6063 -T6 ALLOY) OR 14 x 3 S. M. S. 3/16 0 ALUMINUM POP RIVETS 0 9' 0. C 2" x 2' x .125' x TUBES' SIZE Alum. ANGLE (2 REQUIRED) (6063 -T6 ALLOY) EDGE OF SLAB 3/8° 0 HOLE FOR LOCKING BOLT ONE SIDED SHUTTER: END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 1/2' x 1 1/2' OR 1 1/2' x 2' OR 2 3' OR 2' x 4' OR 2' x 5' x .125" ALUMINUM ANGLE (6063 -T6 ALLOY) OR ALUMINUM POP RYET5 0 9' 0. C. 2' x 2' x .125' ALUMINUM ANGLE (6063 -T6 ALLOY) ©& OR ©& OR O OR Ell OR ©OR© WALTER A T1LUT Jr.. P. E. FLORIDA tic. 44167 POURED CNOCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 9' 0. C. 3 0 0 0 — / 14 x 3/4' S. M. S. OR 3/16" 0 ALUMINUM POP RIVETS 0 9' 0. C. ALTERNATE CLOSURE DETAIL W/ ©1 SCALE: 3/4' - 1' Alum. RNNLIT t (Typ.) (OUTSIDE) NYLON SCREW HEAD ALTERNATE USE OF JO LOCKER W/ RIVNUT t AS INSIDE OR OUTSIDE LOCKER SCALE: 3/4 - 1' IL ECOlme.\ TILJJT TESTING & ENGINEERING COMPANY 6365 I.W. xo, St. S. 717, M+c►r, CJ.ADOQ 1101004 1.1164 P0.• (305)071 -15.70 . rxx (0671 -1521 NOTES ON LOCKS : • INSIDE LOCKER ® OR OUTSIDE LOCKER SHALL ALWAYS BE USED FOR ANY SPAN AT INSTALLATIONS WITHIN THE Fl 30 FEET OF BUILDING, AND FOR SHUTTER SPANS GREATER THAN B FOR INSTALLATIONS ABOVE 30 FEET ELEVATION EB�IL BE TTACHED B TO INSIDE LOCKER SHALL O Ix BY MEANS OF 2 THUMB SCREWS ONLY My N USING ( LOCKER QIITS lE LOCKER ®J MAY BE SED AS AN INSIDE LOCKER IF ATTACHED TO (�ji) & l w/ 1/4' 0 -20 x 1 LONG S. S. THREADED BOLT W/ 1/4' 0 -20 x /8' NTERNALLY THREADED ALUMINUM RIVNUT. SEE INSTALLATION DETAIL ON IS SHEET. OUTSIDE LOCKER J SHN.L BE ATTACHED THRU &p W/ 1/4' 0 -20 5. S. SIDEWALK BOLT W 7/8' WING NUT OR W/ 1/ 0 -20 x 1 LONG S. S. THREADED BOLT W/ 1/4' 0 -20 x 5/8" INTERNALLY THREADED ALUMINUM RNNUT. SEE INSTALLATION DETAIL ON THIS SHEET. a). FOR INSTALLATIONS WITHIN THE FIRST 30 FEET ELEVATION OF BU DING MEASURED AT BOTTOM OF SHUTTER AND IN ADDITION TO EITHER OR JQ USED LOCKERS. A REGULAR T LOCK MAY BE USED FOR SECURI PURPOSES AT ANY DESIRED LOCATION OF CENTERMATE (INSIDE OR OUTSIDE). WHEN USED INSIDE. MINIMUM SEPARATION TO CLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER I5 MORE CRTICAL). b). FOR INSTALLATIONS ABOVE 30 FEET ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER AND SHU R SP S UP TO B' -0 ONE T LOCK MAY BE USED IN UEU OF LOCKERS OR WAT MIDSPAN OF CENTER MATE FACING OUTSIDE OR INSIDE WHEN USED INSIDE, MINIMUM SEPARATION TO GLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION D (WHICHEVER IS MORE CRmCAL). SECTION D1 (MULTIPLE SHUTTERS) SCALE: 3/4' - 1' ASSA / ECONOMY ACCORDION SHUTTER t: SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FRANCE THIN SHEET NUTSERT, PART / 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. ROLLUPMATIC (ASIA / 147) 4850 NE 10th AVE. OAKLAND PARK, FL. 33334 an ©Q ©OR © 0 O O A OR ®OR © OR ® O C) _ v . r APPROVED AS COMPLYING WITH Th SOUTH DAT BY PRODUCT C ROL DIVISION BUILDING CODE OMPLIANCE OfT11' ACCEPTANCE NO � y /2. 0 2 •0 allCxx, ORIDA BU!LDING CODE ee 2/ 19 MIAMI -DADE COUN o.n AS SHOWN SCALE 9/8/99 DATE 99 - 28C DRAWING No SHEET 4 OF on 0 0,04. trlw IAA r� W000 24 0. REOUII 11IU:. Nu®►,_ • 111111IIhhI11U!Itl!1e1#!:d • IIII:dtp11pp1111hG641■ • • r .A OAR x14. No 04401147034 OAR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS . ALTERNATIVE 1 24 0 REOU 11411 I E W000 = 0 1t 1IIIii2 } 10 x 1/2' S. S. S. 14. S. 0 8' 0. C. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p.6.1. AND 9 -0' Max. SHUTTER SPAN. 2. NEW 2" x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL 1/4" 0 x 3' LONG LAG SCREWS 0 6' 0. C. W 1 1/2' Min. PENETRATION TO EXISTING *000 HEADER 2' x 3' OR 4' OR 5' x 125' 'AhuraGLE (6063 -T8 ALLOY. W 8 -.* /8" LONG NY1.0 7T$USI1NG. Typ, ro A x 'V1 1/4' 0 -20 5. S. BOLTS 12' 0. C. W/ NUT & WASHER W000 HEADER REQUIRED SEE SCHEDULE FOR MINIMUM SEPARATION 'S' TO CLASS OF EXISTING WINDOW OR S. G. D. (2) 1/4' • x 1 1/2' LAC SCREWS 0 9' 0. C. O ` 5. M. */3 /8 "• x 5/8" LONG NYLON BUSHING. (Typ.) 10 x 3' S. S. S. u. S. re/ 3/8' • D 7//6' LONG NYLON U (Typ. BOTTOM). O ORO NEW P. T. 2' x 6' Cont. (2) I /4' • • 5' LAC SCREWS 0 EACH STUD (MtOW1TH OF STUD) AND W/ 2' Mln. PENETRATION INTO STUD CLASS OF DOSING WINDOW OR S. G. 0. 1 /4' • ■ 1 1/2' LAC SCREWS 6 6' 0. C. ALTERNATIVE 2 0 _41611,1, / l "'I! ^. .1. `1= T 4 UUUUUUIIIIII1` 11 : 1! r' F ITDO W CLSS OF EXISTING OR 5. G. D. ALTERNATIVE 3 (2) I 14 x 3/4' S. S. S. 1( S. 0 6 0. C. H BETWEEN LAG SCREWS 1.300' 1/4' 0-20 5. 5. (ICUS 0 12' 0. C. w/ NUT & WASHER / 10 S. S. 0 5' 2" x 3 OR 4 5" x 125' Mm. ANGLE (6063 -16 ALLOY. HEW P. T. 2' x 6' Coot (2) 1/4' • x 5' LAG SCREWS 0 EACH STUD (MIDWITH OF STUD) AND W/ 2' Mtn. PENETRATION INTO STUD *000 TRUSSES OR RAFTER 0 24' 0. C. REQUIRED „ a 0 x 3/4' S. M. 5. 0. C. 14 x 3/4' S. S. S. M. 5. 0 6" 0. C. R / 10 x 3' S. 14. S. W/ 3/8 • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). # 10 x 1/2' S. S. S. M. 5. 0 6' 0. C. / 10 x 3' S. S. S. M. S. W/ :116' • 4 7/8" LONG NYLON BUSKING. (Typ. BOTTOM) 1" x 4' x 1/6' (Min.) 8063 -13 Num. TUBE (Cont.) W/ (2) 1/4' • x 5' LAC SCREWS 0 EACH STUD (160*101)1 O 511)0) AND W/ 2' Mln. PENETRATION INTO EXISTING STUD. 1 x 3' S. 5. S. M. W/3/8' • x 5/8' G NYLON BUSHING (TYp SEE SCHEDULE FOR WIn. SEPARATION 'S' TO CLASS OF EXtSTINC WINDOW OR 5. C. 0. WALL MOUNTING INSTALLATION (OFFSET) - SECTIO /2 CLASS OF EX:S11NG WINDOW OR 5. G. D. ALTERNATIVE 4 1 14 x 3/4' S. S. 5. M.S. 06'0.C. WALTER k T1UJT Jr.. P. E. FLORIDA Lie. 44167 W000 TRUSSES OR RAFTER 0 24' 0. C. REOLARED 1' x 4' x 1 /6' (Min.) 6063 - T5 Num. TUBE W/ (2) 5/16' • x 4' L.0 SCREWS TO EACH ' OR TRUSS. LOCATE P/ REWS AT WOWIDTH OF ISTII4C W000 MEMBER ' 16n. NOMINAL WIDTH) 2' Mln. PENETRATION. 10 10x3'3.5514. 5 / 3/B' • x 3/6' LONG NYLON a)SH•4O. (Typ. TOP). R © i o } 10 x 3' S. M. S. o m W/ 3/8' • x 7/8' Al LONG NYLON BUSHING. (Typ. BOTTOM). } 10 x 3/4' S. S. S. M. S. 0 6 0. C. 2' x 6' W000 DECX REQUIRED CEILING & FLOOR MOUNTING INSTALLATION - SECTION B - •---• r- W'00 24 0 C. REOU ED U1:I1UUI:1i1i1!Uh1448: UIIUUIIUU�s # 10 x 1/2' S. 5. 5. M. 5. 0 6' 0. C. /1 rrrENC. \ TILLIT TESTING & ENOINEERINO COMPANY 4545 N.W. 30111. 9t., 9. 217. w1COOA CAROCNS. RDI6M 11160 .b .: 005)671 -15.10 . r•.: (305)171 - W/ 1/4" • x 1 1/2' LAG SCREWS 0 6' 0. C. S. S. I 5= W S. 0 x 5/8' LONG NYLON BUSHING (Typ.) 1.500' 1/4' 0 -20 S. S. BOLTS 0 12 0. C. W/ NUT & WASHER -2' x 3' OR 4" OR 5' x 125' Alum. ANGLE (8063 -16 ALLOY. CEILING MOUNTING INSTALLATION - SECTION 81 et 1 - © LONG NNYLON BUSHING. (Typ. BOTTOM). } 10 x 3/4' 5. S. S. M. S. 0 6' 0. C. 1 x 4' x 1/8' (Mln.) 6063 -15 Alum. TUBE (Cont) W/ (2) 1/4' • x 5' LAG SCREWS 0 EACH STUD (M1: BC:TN OF STUD) AND W/ 2' Min. PENETRATION INTO EXISTING 57143. ROLLUPMATIC (ASSA } 147) 4850 NE IOth AVE. OAKLAND PARK, FL 33334 NEW 2' x 6' P. T. Cont W000 PLATE W/ (2) 5/16' • x 6' LAO SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MI0*1DT■ OF E)<ISTING W000 MEMBER (2' Min. NOMI W10TH) W/ 2' hen. PENETRATION. } 10 x 3' S. S. S. M. 5. W/ 3/8' • x 5/8' LONG NYLON BUSHING. (Typ. TOP). OR 0 NOTE : SECTIONS 8 & 81 CAN BE COMBINED AS APPUCABLE. APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE DAT s.. // 2/ 19 BY _ir PRODUCT TROL DIV!S:UN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 1 / Z 0 2. 0/ ASSA / ECONOMY ACCORDION SHUTTER MIAMI -DADE COUNT AS SHOWN SCALE 9/8/99 DATE 99 - 28( DRAWING No SHEET 5 OF GLASS OF EXISTING WINDOW OR S. G. D. 2 x 8' Cont. WOOD HEADER REDUIRED 1/4' • x 3' LONG LAC SCREWS O 9' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD HEADER. # 10 x 3' S. S. S. M. S. W/ 3/8 • x 5/8" LONG NYLON BUSHING. (Typ. TOP). II II U' 0 0 © WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/4' - 1' SEE SCHEDULE FOR MINIMUM SEPARATION TO CLASS OF EXISTING WINDOW OR S. C. D. ALTERNATIVE 1 1/4' • x 1 1/2' LAG SCREWS 0 6 O. C. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p.s.f. AND 9 -0 Max. SHUTTER SPAN. 2. NEW 2 x 6' P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL 10 x 3' S. S. S. M. S. W/ 3/8' • x 5/8' LONG NYLON BUSHING. (Typ.) / P I 1 1_ • 10.1dUd,010.01.1::4 = . 1 11! I! I! I! 1 1 111 1 1 1 1 1 1 1 1 1 • Go 47 ® OR© 10 x 3" S. S. S. M. 5. W/ 3/8' 0 x 7/8 LONG NYLON BUSHING. (Typ. BOTTOM). R ®0R NEW P. T. 2 x 8" Cont. (2) 1/4' • x 5' LAG SCREWS 0 EACH STUD (MIDWDTH OF STUD) MO 2' Min. PENETRATION INTO STL:0 10 x 3' S. S. S. M. S. W • x 5/8' LONG NYL• : USHINC. (Typ. TOP). INSTALLATION DETAILS ON EXISTING WOOD . BUILDINGS W000 HEADER REQUIRED SEE SCHEDULE FOR MINIMUM SEPARATION 'S' TO GLASS OF EXISTING WINDOW OR S. C. D. ALTERNATIVE 2 14 x 3/4' S. S. S. M. S_ 00 0. 6. 1/4' • x 3' LONG LAC SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD HEADER. R (gOR® 4 1' ■ 4' a 1/8' ;Min.) 606.3-T5 Alum. TUBE (Ccnt) W/ '2) 1/4' • x 5' LAC SCREWS 0 EACi4 STUD (MIDMDTH OF STUD) MID W/ 2' Min. PENETRATION INTO EXISTING STUD. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A2 SCALE: 3/4' - 1' ©OR >9 10 x', 3' S. S. S. M. S. W/ 3/8' • x 5/8 GONG NYLON BUSHJHG. (Typ.) 6 O © # 10 x 3" S. 5. 5. M. S. W/ 3/8" 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). OW II II II II I I U pantwq ill1110° / • 11:1111 11�1:1'1':'::1 IAA itiu p '31 11 II i t LJ IL ECO EMI:. T1UJT TESTING t ENGINEERING COMPANY 1005. x.*. 360.. SL SI. 717. VROMM CAROMS. n,nrew 11100 ce.v.: (w57871 -15.70 . r..: (X6)1771 -1 .11 WALTER A. 11WT Jr.. P. E. FLORIDA Lie. j 44167 WOOD HEADER REQUIRED i T E SCHEDULE FOR MINIMUM SEPARATION 'S "-- O GLASS OF EXISTING WINDOW OR S. C. D. 1/4' 0 x 4' LONG LAG SCREWS 0 6" 0. C. W/ 1 1/2" Min. PENETRATION TO EXISTING W000 HEADER ALTERNATIVE 3 WOOD HEADER REQUIRED SEE SCHEDULE FOR MINIMUM SEPARATION 'S' TO GLASS OF EXISTING WINDOW OR S. C. D. ALTERNATIVE 4 ROLLUPMATIC (ASSA / 147) 4850 NE 10th AVE. OAKLAND PARK. FL. 33334 0.n 1' x 2' x 1/8" (Min.) 6063 -T5 ALLOY ALUMINUM TUBE Cont. W /13 8 3• S. 5 . M. S. LONG NYLON BUSHING. (Typ. TOP). S. 10 14. S. 3 1Y/ 3/8' 0 x 5/8' LONG NYLON BUSHING. (Typ.) Cont. EQUAL TO ALTERNATIVE 2 NEW P. T. 2 x 4' ConL W/ 1/4' 0 x 5' LONG LAG SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING W000 10 x 3' S. S. S. 14. S. W/ 3/8" 0 x 5/8' LONG NYLON BUSHING. (Typ. TOP). Cont. EQUAL TO ALTERNATIVE 1 ASSA / ECONOMY ACCORDION SHUTTER ® ® OAR - (2) OR HEADER. R (g OR® S . 10 M S. 3 W/ 3/8' • x 5/8" LONG NYLON BUSHING. (Typ.) OOR © APPROVED AS COMPLYING wmi THE SOUTH FLORIDA BUILDING CODE DAT 2 / )9 BY . ate..••"'- Si • �/ -. PRODUCT TROL DIV:S;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO / /202.01 MIAMI -DADE COW'. AS SHOWN SCALE 9/8/99 DATE 99 — 2E, DRAWING Mc SHEET 6 OFG ALTERNATIVELY TO CONNECTION AT TOP LIP, USE /10 a 3/4' S. S. S. U. S. OR 3/16' 0 Num. POP RIVETS 0 6' 0. C. AT THIS LOCATION. MP :::44ji gi Id Ndsi,iUld d ddl0b•111110 ■111= `■ GO r' � --r- -------- CLASS OF EJOSTINC / WINDOW OR S. C. 0. 1/4' 0 x 1 1/2 LAG SCREWS SCREWS 6' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE /10x74' S. 5. S. M. S. OR /16' • Num. POP RIVETS 0 6' 0. C. AT THIS LOCATION. CLASS OF EXISTING WINDOW OR S. C. D. # 14 a 3/4' S. S. S. M. S. 0 6' 0. C. ALTERNATIVE 1 - 2' a 3' OR 4' OR 5' a 125' Num. ANGLE (6063 - T6 ALLOY. NEW P. T. 2' x 8' Cont. (2) 1/4• • a 5' LAC SCREWS 0 EACH STUD (MIDw(TH OF STUD) AND W/ 2' Min. PENETRATION INTO STUD j 10 x 3/4' S. S. S. M. S. OR 3/16' 0 Alum. POP 0 6' 0. C. - ALTERNATIVE 2 / 10x3 /4' S. S. S. M. 5. OR 3/16" 0 Alum. POP 0 6 0. C. 1/4' 0 -20 S. S. BOLTS 0 12' 0. C. w/ NUT R WASHER 4 P ITS U I! I I! U U I! I I! I! I M MM I 1 -- 0 1.500' 1/4' 0 -20 S. 5. BOLTS 0 12 0. C. w/ NUT a WASHER 2' a 3' OR 4' OR 5' a .125' Num. ANGLE (8083 - ALLOY. 1 10 x 3/4' S. S. .M.S.OR3 /18' 0 Alum. POP RIVETS 0 8' 0. C. 1' a 4' x1/8 (Uln.) 6063 -TS AI urn. TUBE (Cora.) W/ (2) 1/4 • a 5' LAG SCREWS 0 EACH STUD (MIDoIOTH OF STUD) AND w/ 2' kin. PENETRATION INTO EXISTING STUD. RC) / / 10 / 30 S. 7 6. 8 LONG NYLON BUSHING. (Typ. BOTTOM). ®OR© 3 1 tox 3'S. M. S. VI/ 3/8' • a 7/8' LONG NYLON BUSHING. r! / (Typ. BOTTOM). E ms- - 10 x 3/4' S. S. S. M. S. OR 3/16' 0 Alum. POP RIVETS 06 0. C. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' SCALE: 3/4' - 1' W000 TRUSSES OR RAFTER 0 24' 0. C. REQUIRED / 14 x3/4 S. 5. S. M. 5. 0 6' 0. C. 10 x 3' S. S. S. M. S. W/3/8' 0 a 7/8' LONG NYLON BUSHING (Typ ) I 10 x 3/4' S. S. S. M. S. OR 3/16' 0 Num. POP RIVETS 0 8' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP. USE /10 x 3/4' S. S. S. M. S. OR 3/18' 0 Alum. POP RIVETS 0 6' 0. C. AT THIS LOCATION. SEE SCHEDULE- - F OR Min. SEPARATION `S' TO GLASS of E XISTING WINDOW OR 5. G. 0. 1' a 4' a 1/8' (Mtn.) 8063 -17 Num. TUBE w/ (2) 7/18' 0 x 4' LAC SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIOMOTH OF DUSTING W000 MEM (2 Min. NOMINAL WOE . W/ 2' Min. PENETRATI 10 x 3' S. S. S. M. S. 911 3/8• • x 5/8' LONG NYLON BUSHING. (Typ. TOP). ®OR© 10 x 3' 3/8 / 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). // 10x3 //4' S. S. S. M . S. OR 3 /16'0Alum. POP R7IVETS06'0. C. 2' x 6' W000 DECK REQUIRED CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' SCALE 3/4' = 1' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p.s.f. AND 9' -0' Max. SHUTTER SPAN. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL APPROVED AS COMPLYING WITH THE SOUTH a ORIDA BUILDING CODE i I Al l I 4 _ DAT BY PRODUCT CON g l ir l DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - / 2-D1 0 / MIAMI -DADE COUN1 ASSA / ECONOMY ACCORDION SHUTTER AS SHOWN SCALE R OLLUPMATIC (ASS / 147) LA NE 1 th AVE. OAKLAND PARK, , Fl_ 13334 9/8/99 DATE / L IL E C O M. 99 28( DRAWING No TI & ENGINEERING COWPAN7 0643 N.U. 30a. SL. Ste. 317. NR0MA CJ41006, fLOR CN 33164 Prow : (336)871 -1330 . Fa. : (306)871 -13.31 WALTER A. TlLLIT Jr.. P. E. FLORIDA Lic. 1 44167 .h. NI WV. v oLICIIRC. 348 + 1 3 - - I $ SHEET 7 OF 1 3 - _ a _ - ALTERNATIVELY TO CONNECTION AT TOP LIP, USE /10 a 3/4' S. S. S. U. S. OR 3/16' 0 Num. POP RIVETS 0 6' 0. C. AT THIS LOCATION. MP :::44ji gi Id Ndsi,iUld d ddl0b•111110 ■111= `■ GO r' � --r- -------- CLASS OF EJOSTINC / WINDOW OR S. C. 0. 1/4' 0 x 1 1/2 LAG SCREWS SCREWS 6' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP, USE /10x74' S. 5. S. M. S. OR /16' • Num. POP RIVETS 0 6' 0. C. AT THIS LOCATION. CLASS OF EXISTING WINDOW OR S. C. D. # 14 a 3/4' S. S. S. M. S. 0 6' 0. C. ALTERNATIVE 1 - 2' a 3' OR 4' OR 5' a 125' Num. ANGLE (6063 - T6 ALLOY. NEW P. T. 2' x 8' Cont. (2) 1/4• • a 5' LAC SCREWS 0 EACH STUD (MIDw(TH OF STUD) AND W/ 2' Min. PENETRATION INTO STUD j 10 x 3/4' S. S. S. M. S. OR 3/16' 0 Alum. POP 0 6' 0. C. - ALTERNATIVE 2 / 10x3 /4' S. S. S. M. 5. OR 3/16" 0 Alum. POP 0 6 0. C. 1/4' 0 -20 S. S. BOLTS 0 12' 0. C. w/ NUT R WASHER 4 P ITS U I! I I! U U I! I I! I! I M MM I 1 -- 0 1.500' 1/4' 0 -20 S. 5. BOLTS 0 12 0. C. w/ NUT a WASHER 2' a 3' OR 4' OR 5' a .125' Num. ANGLE (8083 - ALLOY. 1 10 x 3/4' S. S. .M.S.OR3 /18' 0 Alum. POP RIVETS 0 8' 0. C. 1' a 4' x1/8 (Uln.) 6063 -TS AI urn. TUBE (Cora.) W/ (2) 1/4 • a 5' LAG SCREWS 0 EACH STUD (MIDoIOTH OF STUD) AND w/ 2' kin. PENETRATION INTO EXISTING STUD. RC) / / 10 / 30 S. 7 6. 8 LONG NYLON BUSHING. (Typ. BOTTOM). ®OR© 3 1 tox 3'S. M. S. VI/ 3/8' • a 7/8' LONG NYLON BUSHING. r! / (Typ. BOTTOM). E ms- - 10 x 3/4' S. S. S. M. S. OR 3/16' 0 Alum. POP RIVETS 06 0. C. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' SCALE: 3/4' - 1' W000 TRUSSES OR RAFTER 0 24' 0. C. REQUIRED / 14 x3/4 S. 5. S. M. 5. 0 6' 0. C. 10 x 3' S. S. S. M. S. W/3/8' 0 a 7/8' LONG NYLON BUSHING (Typ ) I 10 x 3/4' S. S. S. M. S. OR 3/16' 0 Num. POP RIVETS 0 8' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP. USE /10 x 3/4' S. S. S. M. S. OR 3/18' 0 Alum. POP RIVETS 0 6' 0. C. AT THIS LOCATION. SEE SCHEDULE- - F OR Min. SEPARATION `S' TO GLASS of E XISTING WINDOW OR 5. G. 0. 1' a 4' a 1/8' (Mtn.) 8063 -17 Num. TUBE w/ (2) 7/18' 0 x 4' LAC SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIOMOTH OF DUSTING W000 MEM (2 Min. NOMINAL WOE . W/ 2' Min. PENETRATI 10 x 3' S. S. S. M. S. 911 3/8• • x 5/8' LONG NYLON BUSHING. (Typ. TOP). ®OR© 10 x 3' 3/8 / 0 x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). // 10x3 //4' S. S. S. M . S. OR 3 /16'0Alum. POP R7IVETS06'0. C. 2' x 6' W000 DECK REQUIRED CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' SCALE 3/4' = 1' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p.s.f. AND 9' -0' Max. SHUTTER SPAN. 2. NEW 2' x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL APPROVED AS COMPLYING WITH THE SOUTH a ORIDA BUILDING CODE i I Al l I 4 _ DAT BY PRODUCT CON g l ir l DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - / 2-D1 0 / MIAMI -DADE COUN1 MAXIMUM DESIGN LOAD 'W' (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) NOTE U/ NOTE NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 125.8 FROM 45.1 TO 61.8 9° l f I 9 - 9 9 9 4 1/2' 9' 9' 8' g' g' 7' 7' 7' 5' 9' 7' 5' FRO 61. 75.3 9 7 -2 8 1/2' 9' 8' 2 1/2' 9" 9' 7' g• g• 4 1/2' 9' 7' 3 9' 5 1/2' 4 1/2' FROM 75.4 TO 91.4 9• 9' 6' 9' 3' - 9' 7 1/216 1/2' FROM 91.5 TO 120.0 9' 4 1/2'4 1/2' 8' - - 9' 5 1/2`5 1/2" 120.1FTOM168.1 7 1/2'4 1/2' - 2 1/2" - - 7' 5 1/2' - FROM 168.2 TO 226.3 4 1/2'4 1/2" - 2' ' - - 5 1/2'5 1/2" - MAXIMUM DESIGN LOAD MAXIMUM PANEL SPAN l' (ft) " MINIMUM SEPARATION S' GLASS (in.) 1W' (p.e.f.) • • •. •• 125.3 7'• 7 7 2 7/8' 2' 125.8 7' -6' 7' -6' 2 7/8' 2' 126.7 7' -6' 7 -6 2 7/8' 2' 129.6 7' -4' 7' -4' 2 7/8' 2' 130.9 7 -3' 7' -3' 2 7/8' 2' 131.6 7' -2 7 -2 2 7/8' 2' 134.3 7' -1' 7' -1' 2 7/8' 2' 136.2 6' -11' 6' -11' 2 7/8' 2' 137.9 6' -10' 6' -10 2 7/8' 2' 140.7 6' -9' 6' -9' 2 7/8' 2' 1428 6' -7' 6' -7' 2 7/8' 2' 143.5 6' -7' 6 -7' 2 7/8' 2' 147.0 6' -5' 8' -5' 2 7/8' 2' 148.4 6' -4' 6' -4' 2 7/8' 2' 1526 6' -2' 6' -2' 2 7/8' 2' 153.1 6' -2' 6' -2" 2 7/8" 2' 156.8 6' -O' 6' -0' 2 7/8' 2' 157.5 6' -0' 6' -0' 2 7/8' 2' 157.8 6' -0' 6' -0' 2 7/8' 2' 160.8 5' -11' 5' -11' 2 7/8' 2' 161.7 5' -10' 5' -10' 2 7/8' 2' 184.4 5' -9' 5' -9' 2 7/8' 2' MAXIMUM DESIGN LOAD , N (p.s.f.) MAXIMUM PANEL SPAN L' ft.) MINIMUM SEPARATION 'S' TO GLASS (in.) . •• • •. 91.4 9' -2' 9' -2' 3 1/2' 2" 92.7 9' -1' 9' -1' 3 1/2' 2' 93.8 9' -0 9' -0' 2 7/8' 2' 94.8 9' -0' 9' -0' 2 7/8' 2' 96.6 8' -11' 8' -11' 2 7/8' 2' 96.8 8' -11 8 -11' 2 7/8' 2' 97.7 8' -10' 8' -10' 2 7/8' 2' 100.5 8' - 9' 8' -9' 2 7/8 2' 101.5 8' -8' 8' -8' 2 7/8' 2' 103.7 8' -7' 8' -7' - 2 7/8' 2' 106.5 8' - 6' 8' -8' 2 7/8' 2' 108.8 B' -5' 8' -5' 2 7/8' 2' 110.6 8' -4' 8' -4' 2 7/8' 2' 111.0 8' -4' 8' -4' 2 7/8' 2' 114.1 8' -2' 8' -2' 2 7/8' 2' 116.5 8' - 2' 8' - 2' 2 7/8' 2' 118.9 8' - 1' 8' - 1' 2 7/8' 2' 117.8 8' - 1' 8' - 1' 2 7/8' 2' 119.7 8' -0' 8' -0' 2 7/8' 2' 120.0 8' -0' 8' -0' 2 7/8' 2' 121.2 7' -10' 7' -10' 2 7/8' 2' 122.5 7' -9' 7 -9' 2 7/8' 2' MAXIMUM DESIGN LOAD 1W (p.s.f.) MAXIMUM PANEL SPAN 'L° (ft.) MINIMUM SEPARATION ° S ° TO GLASS (in.) • 2 7/8' > 9' -0' TO 10' -0' 67.5 10' 8' 10 4' 2 1/2' 70.1 10' -6' 10' -6' 4' 2' 71.1 10' -5' 10' -5' 4' 2' 71.4 10' -4' 10' -4' 4' 2" 71.5 10' -4' 10' -4' 4' 2' 72.9 10' -3' 10' -3' 4' 2' 75.1 10' -1 10' -1' 4' 2 75.2 10' -1' 10' -1' 4' 2" 75.3 10' -1 10' -1' 4' 2' 77.0 10' -0' 10' -0' 3 1/2' 2' 77.5 9' -11' 9' -11' 3 1/2' 2' 78.8 9' -10' 9' -10 3 1/2' 2' 80.7 9' -9' 9' -9 3 1/2' 2' 81.5 9' -8' 9' -8' 3 1/2' 2' 82.5 9' -8 9' -8' 3 1/2' 2' 83.4 9' -7' 9' -7' 3 1/2' 2' B6.2 9' -5' 9 -5' 3 1/2' 2' B6.7 9' -5' 9' -5' 3 1/2' 2' 86.8 9' -5' 9' -5' 3 1/2' 2' 88.5 9' -4' 9' -4" 3 1/2' 2' 90.3 9 -3' 9' -3' 3 1/2' 2' 90.8 9' -2' 9' -2' 3 1/2' 2' MAXIMUM DESIGN LOAD a.I.) MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION ° S' TO GLASS (in.) • 2 7/8' > 9' -0' TO 10' -0' 45.1 12'- 0' 13 4' 2 1/2' 47.8 12' -0 17 -8' 4' 2 1/2' 49.0 12' -0' 12' -8' 4' 2 1/2' i 50.5 17 -0' 12' -4' 4 2 1/2' 52.0 i 12' -0' 12' -2' 4' 2 1/2' 52.4 12' -0' 17 -1' 4' 2 1/2' 55.0 11' -10' 11' -10' 4' 2 1/4' 55.2 11' -10' 11' -10' 4' 2 1/4' 55.6 11' -4' 11' -9' 4' 2 1/4 57.2 11' -4' 11' -7' 4 2 1/4' 58.8 11' -4' 11' -5' 4' 2 1/4' 58.8 ) 11' -4 11' -5' 4' 2 1/4' 59.5 11' -4' 11' -4' 4' 2 1/4' 59.7 11 -4' 11' -4' 4' 2 1/8' 81.5 11 -2' 11' -2' 4' 2 1/8' 61.8 11' -1' 11' -1' 4' 2 1/8' 61.9 11' -1' 11 -1' 4' 2 1/8' 63.4 11' -0' 11' -0' 4' 2 1/8' 83.8 11' -0 11' -0' 4' 2 1/8' 63.7 11' -O' 11' -0' 4' 2 1/8' 88.9 10' -8' 10' -8' 4' 2' 67.0 10' -e' 10' -8' 4' 2' SHUTTER SPAN 'L' (ft.) MINIMUM SEPARATION "S' (in.) LESS OR EQUAL THAN 9' -0" 2 7/8' > 9' -0' TO 10' -0' .50 3 1/2' > 10' -0' TO 12' -0' 2 7/8' 2' 4' ACTUAL. E. D.= FACTOR EDGE DISTANCE 1W' (p.e.f.) 2 1/2' .75 2' .50 MAXIMUM DESIGN LOAD MAXIMUM PANEL SPAN ° L' (ft.) MINIMUM SEPARATION "S TO GLASS (In.) 1W' (p.e.f.) 165.2 5 -9 S•_g• 2 7/8' 2' 168.1 5 -8 S _g• 2 7/8' 2' 168.7 5' -7° 5' - 7' 2 7/8' 2' 170.0 5 -7 S'_7• 2 7/8' 2' 175.6 5' -5' 5'_5• 2 7/8' 2' 176.6 5' -4' 5•_4• 2 7/8' 2' 180.3 5 - 3' 5•_3• 2 7/8' 2° 188.0 5' -0' s'-o' 2 7/8' 2' 195.2 4' -10' 4' -10' 2 7/8' 2' 197.2 4' -10' 4' -10' 2 7/8' 2' 199.1 4' -9' 4'-9' 2 7/8' 2' 204.7 4' -7° 4•_7• 2 7/8' 2' 211.3 4' -6' 4' -6• 2 7/8' 2' 218.9 4' -4' 4' -4• 2 7/8' 2' 221.8 4' -3' 4'_3• 2 7/8' 2' 226.3 4' -2 4'_2• 2 7/8' 2• MAXIMUM DESIGN PRESSURE RATING 'W' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS A, Al, B, 81, 82, C & C1 ON SHEET 2 OF 9). * VALID FOR UP TO 3 -0' MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCC. VALID FOR SPANS OF 5' -0' OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0' TO 8' -6 ". (3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' -6' TO Max. ALLOWED. MAXIMUM DESIGN PRESSURE RATING "W" (VALID FOR SECTIONS A, NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATNE IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED NEED NOT TO BE CHECKED. + USE TAPCON ANCHORS, ZAMAC NAILIN & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & BAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. D. LESS THAN 3', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAWL CALK -IN ANCHORS IS 2 1/2"). TAPCON OR RAWL CALK -IN ZAMAC NAIUN TAPCON OR RAWL CALK -IN UP TO 75.3 p.e.f. > 75.3 p.e.f. TO 226.3 p.s.f. ANCHOR LEGENDS 1/2' WIn.I 5 S 3 Max. n EDGE OF 2 ANCHORS REOUIRED O EACH END S = ANCHOR SPACING C N ON SCHED II STAGGERED ANCHORS i7 ANCHORS USED W /TRACK 'A' (TOP 64 BOTTOM) SHALL BE JI6L,Q STAGGERED AT Mox. SPACINGS INDICATED ON SCHEDULES. .s.f. AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. Al, 8, 81, 82, C & C1 ON SHEET 2 OF 9). PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAUFY AND r 7 r� TABLE 1: MINIMUM SEPARATION 'S" BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN 'L', FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION '5' TO BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO CLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. / ThiE1 .\ T1WT TESTING & ENGINEERING COMPANY 0595 N.U. 30a. 31 90. 717, NaONM C(RLCN1. rwnou 33100 P.0 (305)071 -1510. rm (305)071 -1531 WALTER k TILLJT Jr., P. E. FLORIDA Lic. j 44167 sxv. 00 0o0.1.1n. ASSA / ECONOMY ACCORDION SHUTTER ROLLUPMATIC (ASSA O 147) 4850 NE 10th AVE. OAKLAND PARK, FL 33334 curt Rv. N. 9usw11o, MIAMI- 9urc APPROVED AS COMPLYING WITH TH SOUTH ORIDA BUDDING CODE DAT . " / 19 BY PRODUCT CO ROL DIViS ON BUILDING CODE COMPLIANCE OFFI( ACCEPTANCE N0. -/2,02-O DADE COUN AS SHOWN SCALE 9/8/99 DATE 99 - 28"( DRAWING No SHEET B OF MAXIMUM DESIGN LOAD 'W' (p.s.f.)_ WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR/CEIUNG MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 45.1 TO 61.8 9' 9 9 9' 9' 4 1 /2' 9 9' 8 g' 9' 7' 7• 7' 5' 9' 7' 5' FROM 61.9 TO 75.3 g° 9' 8 1/2' 9' 8' 2 1/2' 9 9' 7' 9• g• 4 1/2" 9' 7' 3' 9' 5 1/2' 4 1/2' FROM 75.4 TO 91.4 9" 9' 6' 9' 3' - 9' 7 1/2'16 1/2' FROM 91.5 TO 120.0 9' 4 1/2'4 1/2" 8' - - 9' 5 1/2"5 1/2" 120.IFROM168.1 7 1/2'4 1/2' - 2 1/2" - - 7' 5 1/2' - 188.2 4 1/2 1/2' - 2' . - - 5 1/2' 5 1/2" - MAXIMUM DESIGN LOAD ' (p.e.f.) MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION 'S' TO CLASS (in.) " •• 1/2" •• 125.3 8 8' 0 2 1/2' 2' 125.8 7' -11' 7' -11" 2 1/2' 2' 126.7 7' -11' 7' -11' 2 1/2' 2' 129.8 7' -8' 7' -8' 2 1/2' 2' 130.9 7' -8' 7' -8' 2 1/2' 2' 131.5 7' -7' 7' -7 2 1/2' 2' 134.3 7' -S' 7' -5' 2 1/2' 2' 136.2 7' -4' 7' -4' 2 1/2' 2' 137.9 7' -3 7' -3' 2 1/2' 2 140.7 7' -1' 7' -1' 2 1/2' 2' 142.8 7' -0' 7' -0' 2 1/2' 2' 143.5 6' -11' 8' -11' 2 1/2' 2' 147.0 6' -10' 6' -10' 2 1/2' 2' 148.4 6' -9' 5' -9' 2 1/2' 2' 152.8 6' -6' 6' -8' 2 1/2' 2' 153.1 6' -6' 6' -6' 2 1/2' 2' 156.8 6' -4' 6' -4' 2 1/2' 2' 157.5 6' -4' 6' -4' 2 1/2' 2' 157.8 6' -4' 6' -4' 2 1/2 2' 180.8 6' -2' 8' -2' 2 1/2' 2' 181.7 6' -2' 8' -2' 2 1/2' 2' 184.4 6' -1' 8' -1' 2 1/2' 2' MAXIMUM DESIGN LOAD W (p.e.f.) MAXIMUM PANEL SPAN 'L (ft.) MINIMUM SEPARATION 'S' TO CLASS (in.) -0" •• 1/2" •• 91.4 9' -9' 9' -9' 3 1/2' 2 1/4' 92.7 9' -8' 9' -8' 3 1/2' 2 1/4' 93.8 9' -8' 9' -8' 3 1/2' 2 1/4' 94.8 9' -7' 9' -7' 3 1/2' 2 1/4' 96.8 9' -8' 9' -8• 3 1/2' 2 1/4' 96.8 9' -6' 9' -8' 3 1/2' 2 1/8' 97.7 9' -5' 9' -5' 3 1/2' 2 1/8' 100.5 9' -4' 9' -4' 3 1/2' 2 1/8' 101.5 9' -3' 9' -3' 3 1/2' 2 1/8' 103.7 9' -2' 9' -2' 3 1/2' 2 1/8' 106.5 9' -0' 9' -0' 2 1/2' 2 1/8' 108.8 8' -11' 8' -11' 2 1/2' 2 1/8' 110.8 8' -11' 8' -11' 2 1/2' 2 1/8' 111.0 8' -10' 8' -10' 2 1/2' 2' 114.1 8' -9' 6' -9' 2 1/2' 2' 118.5 8' -7' 8' -7' 2 1/2' 2' 116.9 8' -8' 8' -6' 2 1/2' 2' 117.8 8' -8' 8' -6' 2 1/2' 2' 119.7 8' -4' 8' -4' 2 1/2' 2' 120.0 8' -4' 8' -4' 2 1/2' 2' 121.2 8' -3' 8' -3' 2 1/2' 2' 122.5 8' -2' 8' -2' 2 1/2' 2' MAXIMUM DESIGN LOAD 'W' (p.s.f.) MAXIMUM PANEL SPAN 1' (ft) MINIMUM SEPARATION '5' TO GLASS (in.) -0" •• 1/2" •• 67.5 11' -4' 11' -4' 4' 2 1/2' 70.1 11' -2' 11' -2' 4' 2 1/2' 71.1 11' -1' 11' -1' 4' 2 1/2' 71.4 11' -0' 11' -0' 4' 2 1/2' 71.5 11' -0' 11' -0' 4' 2 1/2' 72.9 10' -11' 10' -11' 4' 2 1/2' 75.1 10' -9' 10' -9' 4' 2 1/2' 75.2 10' -9' 10' -9' 4' 2 1/2' 75.3 10' -9' 10' -9' 4' 2 1/2' 77.0 10' -8' 10' -8' 4' 2 1/2' 77.5 10' -7' 10' -7' 4' 2 3/8' 78.8 10' -6' 10' -6' 4' 2 3/8' 80.7 10' -5' 10' -5' 4' 2 3/8' 81.5 10' -4' 10' -4' 4' 2 3/8' 82.5 10' -3' 10' -3' 4' 2 3/8' 83.4 10' -3' 10' -3' 4' 2 3/8' 88.2 10' -0' 10' -0' 3 1/2' 2 3/8' 88.7 10' -0' 10' -0' 3 1/2' 2 3/8' 88.8 10' -0' 10' -0' 3 1/2' 2 3/8' 88.5 9' -11' 9' -11' 3 1/2' 2 1/4' 90.3 9' -10' 9' -10' 3 1/2' 2 1/4' 90.8 9' -10' 9' -10' 3 1/2' 2 1/4' MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM PANEL SPAN t. (ft.) MINIMUM SEPARATION ° 5' TO GLASS (in.) -0" 2 1/2" > 9' -0' TO 10' -0" 45.1 12' -0' 13' -3' 4' 3' 47.8 12' -O' 13' -1' 4' 3' 49.0 12' -0' 13' -0' 4' 3' 50.5 12' -0' 12' -11' 4' 3' 52.0 12' -0' 12' -10' 4' 3' 52.4 12' -0' 12' -10' 4' 3' 55.0 12' -O' 12' -7 4' 3' 55.2 12' -0' 12' -7' 4' 3' 55.6 12' -0' 12' -6' 4' 3' 57.2 12' -0' 12' -4' 4' 2 7/8' 58.6 12' -0' 12' -2' 4' 2 7/8' 58.8 12' -0' 12' -2' 4' 2 7/8' 59.5 12' -0' 12' -1' 4' 2 7/8' 59.7 12' -0' 12' -1' 4' 2 7/8' 81.5 11' -11' 11' -11' 4' 2 3/4' 81.8 11' -10' 11' -10' 4' 2 3/4' 61.9 11' -10' 11' -10' 4' 2 3/4' 63.4 11' -9' 11' -9' 4' 2 3/4' 83.8 11' -8' 11' -8' 4' 2 3/4' 83.7 11' -8' 11' -8' 4' 2 3/4' 88.9 11' -5' 11' -5' 4' 2 3/4' 67.0 11' -S' 11' -5' 4' 2 .3/4' MAXIMUM DESIGN LOAD W' (p.e.f.) MAXIMUM PANEL SPAN 'L' (ft) MINIMUM SEPARATION 'S' TD CLASS (in.) -0" 2 1/2" > 9' -0' TO 10' -0" 185.2 6' -0' 8' -0' 2 1/2" 2' 168.1 5' -11' 5' -11' 2 1/2' 2" 188.7 5' -11' 5' -11' 2 1/2' 2' 170.0 5' -10 5' -10' 2 1/2' 2' 175.8 5' -8' 5' -8' 2 1/2' 2' 176.6 5' -8' 5' -8' 2 1/2' 2' 180.3 5' -6' 5' -6' 2 1/2' 2' 188.0 5' -4' 5' -4' 2 1/2' 2° 195.2 5' -1' 5' -1' 2 1/2' 2' 197.2 5' -1 5' -1' 2 1/2' 2' 199.1 5' -0' 5' -0' 2 1/2' 2' 204.7 4' -11' 4' -11' 2 1/2' 2' 211.3 4' -9' 4' -9' 2 1/2' 2' 216.9 4' -7' 4' -7' 2 1/2' 2' 221.8 4' -6' 4' -8' 2 1/2' 2' 226.3 4' -5' 4' -5' 2 1/2' 2' SHUTTER SPAN "L' (ft.) MINIMUM SEPARATION 'S" (in.) LESS OR EQUAL THAN 9' -0" 2 1/2" > 9' -0' TO 10' -0" .50 3 1/2' > 10' -0' TO 12' -0" 4" ACTUAL E. D.= FACTOR EDGE DISTANCE 2 1/2' .75 2' .50 NOTE: MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VALID FOR SECTIONS 8', 81', 82' & C1' ON SHEET 3 OF 9). * VALID FOR UP TO 3' -0' MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCG. VALID FOR SPANS OF 5' -0' OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' - 0' TO 8' - 6'. (3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' -6 TO Mc x. ALLOWED. MAXIMUM DESIGN PRESSURE RATING "W" .s.f. AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS 8', 81', 82' & C1' ON SHEET 3 OF 9). DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WRH THE REQUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAUFY AND NEED NOT TO BE CHECKED. + USE TAPCON ANCHORS, ZAMAC NAIUN & RAWL CALK - INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. D. LESS THAN 3', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAWL CALK -IN ANCHORS IS 2 1/2"). TAPCON OR RAWL CALK -IN ZAW.0 NAIUN UP TO 75.3 p.e.f. TAPCON OR RAWL CALK -IN > 75.3 p.s.f. TO 226.3 p.e.f. ANCHOR LEGENDS • • TABLE 1: MINIMUM SEPARATION 'S" BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN L. FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION "S" TO BE MEASURED AS INDICATED ON SECTION D. SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE DAT • 't 2/ 1 9 9 BY PRODUCT CI ROL DIVISION BUILDING CODE OMPLIANCE OFFICE ACCEPTANCE NO 7 ( . MIAMI -DADE COUNT' I�ECOINC, T1LUT TESTING & ENGINEERING COMPANY e593 M.11 . 3W . St. St. 217. NRf714A CM MKS ft ROA 11188 ••••• : (30.1 -13.. . Fan : (]21)871 -11.11 wALTER A. TIUJT Jr., P. E. FLORIDA Uc. / 4-4167 ASSA / ECONOMY ACCORDION SHUTTER R0LLUPMATIC (ASSA / 147) 4850 NE 10th AVE. OAKLAND PARK, FL .33334 O[9LVnO• AS SHOWN SCALE 9/8/99 DATE 99 - 28C DRAWING No SHEET - 9 OF CONTRACTOR New Construction �, p \Name �! C ` , l .1 VC t ts License No. C 6c ,_ Q 2 7 7 g3 0 Address S 88 0 wv e. a -C- f.(:LrL.8e sctc le t X33 ? c Telephone ( st o - p s , 4 . 3 Fax J Qualifier Name Alteration Interior PROPERTY OWNER New Construction Name /1.1G a e._ f l, ;.._MS N Address 1009 N E• 61tIc Alteration Exterior Home Telephone Repair Business Telephone Bo $ 7- u' / q3 0 Y � Alteration Interior Fax Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS- The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION lob Address: 1001 A fit° . LE . "14 t d Address Apt. Folio Number Ii' 3t) S — 0! C.-- 00 ( 0 Lot f Le SS - 2u 2 . CE Block Subdivision IVF ere `1 r ( PB PG Current Use of Property S 1 tfi t n .0, Proposed Use of Property & �� a ) Tenant Information Vi. L'., PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other -"RMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax a t't t c ii► re.A City State escription of Work .S(4 (1 i : P RAhr S Zoning Linear Feet Square Feet Units Floors Value of Work 1 40 00 0 4 Bldg Value tTax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT APPLICATION Master Permit No. Subsidiary Permit No. Oa' Zip `` ////�,,. n^ C GIB Sbi )qe A ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN ACLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. 1. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official: Further, I am fully aware that if the cumulative cost of work to my home or business`under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Sight f /of Owner Print Name Print Name 1 n Sworn to and subscribed before me this day of , ` .�.,0 0 Sworn and subscribed before me this oc.10 day of Signature of Notary Pub SEAL: Personally known Type of Identification Produced: k LK S E .E N 1 V µ l A t TO INGRID TEUSC I MY COMMISSION# DO 058257 Of Gov EXPIRES: September 18, 2005 I- - NOTARY FL Notary Service & Bonding, Inc. OR, Predtleed- Identification P1 STATE S' FLO • IDA CO $ •F MIAMI -DADE Signature of SEAL: Personally known r / Qualifier 4Flori Signature of Notary Public - tate of PERMIT APPLICATION hi o �NCLCKC�1 l .oso v INGRIDTEUSCH t?J' �. MY COMMISSION# UD058257 t ov EXPIRES: September 18, 2005 1-13CO3-NOTARY FL Notary Service & Bonding, Inc. , a Type of Identification Produced: f" Q ELECTRICAL TYPE. Minimum Fee QTY. TYPE. Dryer QTY. TYPE Outlet, Appliance Q'I Y. "FYPE Service Repair Q Il. A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE QTY. Minimum Fee TYPE Q'FV'. Condensate Drain TYPE Generator QTY. "I'YI'I: QTV. Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUMBING TYPF. A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping. Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) / 0 (s .60) 1000 x $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ J t l O ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n h�"; F� Permit No. ■ �oO` . 1 / ei Name Address 9 Company C4 e r c c q i- e S4 Phone # ° / 2c,Q p � C ' For Inspector: / D 0 Approv d Correction Re- Insp'n Fee Date Time Type Insp'n * Permit No. ? O Oca ' 1/ 7E Name' O1 �� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Address Company Phone # 1. l 2.2 p � For Inspector: Name &mate Approved Correction Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2002 -1178 Printed: 7/1/2002 Applicant: YNGWIE MALMSTEEN Owner: MALMSTEEN YNGWIE JOB ADDRESS: 1009 NE 94 ST Contractor Local Phone: Parcel # 1132050150010 Signed: Contractor's Address: Page 1 of 1 Legal Description: BELVEDERE PARK PB 16 -71 LOT 1 LESS BEG SE COR NWLY 49.3FT Fees: Description Amount FEE2002 -3675 Building Fee $610.00 FEE2002 -3676 CCF $24.00 Total Fees: $634.00 Total Fees: $634.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 12/28/2002 Construction Value: $40,000.00 Work: INSTALL HURRICANE SHUTTERS TYPE ROLLUP SHUTTERS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. 41, SPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or emplo s. Signed: actor or Builder) BY: ROLLUPMATIC INC 4850 N.E. 10TH AVENUE OAKLAND PARK, FL 33334 PHONE 954-772-4322 PAY 01:01:1: OF First Union National Bank firstunion.com Org. 003 R/T 067006432 0004E; 200 40670064 3 21: 209000 206 2 L9311 - /02Sidt2 1 4620 ; 63-643/670 BRANCH 13095 PERMIT NO. TAX FOLIO NO. // 3 Q, Qr' C25 Up I O STATE OF FLORIDA: COUNTY OF DADE: fre2R O584O 2002 _IIN 28 12 :14 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 and street address: /00/ . 9 S +o ko No . 3� cis D i s�'- 0.9 o "PA n 5.lo.e.c0 /7 3 3/3 ?-e !untote -iar - k 2. Description of4mprovement: 1 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: / .t..t v .S A#4 d JC irvE•• 5E3Ro N .E (Qa 1ktre 444.1.,la.z./ i s • 5. Surety:(Payment bond required by Name and address: Amount of bond $ 6. Lender's name and address: .:MESS my 7. Persons within the State of Florida designated by OWiNtilkiliktil" by Section 713.13(1)(a)7., Florida Statutes, By Name and address: 8. 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) C4 d Signature of Owner Print Owners Name Y Now / t Mk1 -LbJ S Sworn to and subscribed before me this (al day of ;-t,c tic° U Notary Public Print Notary's Name My Commission Expires: NV 1 iLt OF COMMENCEMENT Q IQ TNG /44 iZ2i G,t AJC- SZ44 //6 Q„S XQGLIJN- 'Ad. /71 676 1001 NE- a 4- Si . (\n•,•■ u (ivu. S kot -erg I 3 3 3 owner from contractor, if any) STATE OF FLORIDA, COUNTY CF DADE 1 HEREBY CE r IFY that this rs a , of tha ) �: "iic • • __� YCGs t,:'' MY COMMISSION. DI) 058257 f tpr ftOie EXPIRES: September 18. 2005 1.e00.•NOTARY FL } Notary Service 8 Bonding, Inc it cuo INGRID TEU s c f-( Prepared by; Address: 333o i9• its Si r , f • 1 d. , Pntc rrRaJ ha CarVCri as provided 3 7 BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS dr CLADDING (P.S.F.) FOR ASCE 7 -98 - PEAK ROOF HEIGHT LESS THAN OR EOUAL TO 60 FEET * BASIC WIND SPEED = 146 mph CATEGORY ll BUILDINGS (I =1.00) , APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING. AND WHICH ARF PROTFC7F17 AGAINST WIND DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING. AND WHICH ARF NOT PROTFCTFD AGAINST BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. * ** WIND BORNE DEER/ BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. *** PEAK ROOF HEIGHT HEIGHT (h) 10 FT ** ° l *A. 7 0 FT S A S 20 FT P * * 20 FT S A S 50 FT A 70R ° ** ° ** 10 FT SAS 20R 2 ** 20 FT SAS 50 Ff POSTIW£ NEDAIIVE P'OSRIK NEOARY POSITIVE NLoADYE POSTDK NEGAIM POSITIVE NLu.4m[ POSITIVE MIAOW 0' - 15' 54.7 73.2 51.8 67.1 48.J 59,9 71.8 90.3 69.0 84.2 65.5 77.0 > 75' - 20' 58.1 77.8 55.1 7I.3 _ 51.4 63.6 76.J 96.0 73.3 89.5 69.6 81.8 20' - 25 • 60.9 81.5 57.7 74.7 - . 7 53.8 66.6 80.0 100.6 83.1 104.5 76.8 93.8 79.8 97.4 72.9 85.7 75.8 89.1 S 30' 63.2 84.7 60.0 - - 77.6 55.9 69.3 > J0' - 40' 67.2 90.0 63.7 82.5 59.4 1 73.6 88.3 111.0 84.8 103.5 80.5 94.7 > 40' - 50' 70.4 94.3 66.8 86.4 62.3 77.1 92.5 j 116.4 88.9 108.5 84.4 99.2 > 50' -60' 73.2 ' 98.0 69.4 89.8 64.7 80.1 96.1 120.9 92.3 112.7 87.7 703.1 BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -98 - PEAK ROOF HEIGHT GREATER THAN 60 FEET * * INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES BASIC WIND SPEED = 146 mph CATEGORY 11 BUILDINGS (1 =1.00) APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL. WHOLESALE) ** 91U77 AREA DEF7Nm AS: (1) A = L x L FOR 5ldll WHERE 5 L SLAT SPAN (2) A = S x L FOR STORM RARS_ WHERE DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN 77IE LOWEST 60 FEET OF BUILDING, AND WHICH ARE PROTFCTFD AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINA770N OF POSITIVE OR NEGATIVE PRESSURES FORA GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARF NOT PROTFCTEQ AGAINST WIND BORNE DEER! BY MEAN OF 5 - SPACING BETWEEN STORM BARS L - STORM BARS SPAN. (J) A = L x 14/2 FOR W=1 WHERE L = HEADER SPAN. A - STORM BAR HEIGHT (SPAN). (4) A = S x L FOR MI/II IONS, WHERE S = SPACING BETWEEN MULLIONS C = Muu/av SPAN. RESISTANT GLASS OR ADEQUATE HURRICANE SHU/ItHS. * ** IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. * ** ROOF HEIGHT A S 20 FT ** 2 0 17 S A S 50 FT ** A S 20 re ** 20 FT 2 S A S 50 F T r ** (h) POSY/IYF NEGA77 K P0977K NEGATIVE POSRNE NEGAITT POSYIM 1 NECAIWE * * * PRODUCTS HA MAR° COUNTY PRODUCT APPROVAL > 60 - 70' 69.2 126.9 62.9 109.1 92.9 150.6 86.6 132.8 > 70' - 80' 71.2 130.5 64.7 112.2 95.5 154.9 89.1 1 136.6 > 80' - 90' 73.0 133.7 66.3 115.0 97.9 158.7 91.3 140.0 - - \ > 90' - 100' 74.6 136.7 67.8 I 117.6 100.1 162.3 93.4 143.1 * VALID FOR CITY OF MIAMI BEACH, SURFSIDf, 8.4E HARBOUR, SUNNY /SEES, GOLDEN BEACH, AVENTURA AND NORTH MIAMI BEACH. > 100' - 120' 77.5 1 142.1 70.5 1 122.2 104.1 168.6 97. 148.7 .> 720' - 140' 80.1 146.8 72 .8 126.2 107.5 174.2 100.2 I 153.7 > 140' - 160' 82.3 151.0 74.9 129.8 110.6 179.2 103.1 I 158.0 /moo > 160' - 180' 84.4 154.8 76.7 I 133.1 113.3 183.7 105.7 162.0 i > 780' - 200' 86.3 158.2 78.5 136.1 115.9 187.8 108.0 165.6 PEPILF > 200' - 250' 90.5 � 165.8 82.2 142.6 121.4 196.8 113.2 1 173.6 l� X00 G ‘Aj > 250' - .500' 94.0 172.3 85.5 I 148.2 126.2 204.5 1 17.7 180.4 f0 > .300' - .550' 97.1 178.0 88.3 153.1 130.4 211.3 121.5 1 186.3 > J50' - 400' 99.9 183.7 90.8 157.4 134.1 217.3 125.0 191.7 > 400' - 450' 102.4 187.7 93.1 167.4 137.4 222.8 128.1 196.5 > 450' - 500' 104.7 191.9 95.2 165.0 140.5 227.8 _ 131.0 200.9 mars I) 771/5 CERTIFIED ACHED AND SEALED WINO LOAD SCHEDULE PREPARED BY THIS ENGINEER, BASED ON ASCE 7 -9$ SECTION 6 STANDARD. FOR A BASIC WINO SPEED OF 146 MPH, AND APPLICABLE IMPORTANCE FACTORS A EXPOSURES, IS COMPLETELY GENERIC AND 00ES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) MIS WIND LAID SCHEDULE MUST BE SIGNED. SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECDON OF DESIGN WINO LOADS BASED ON THIS GENERIC WIND LOAD SCHEDULE. 4.) THIS WHO LAAO SCHEDULE SHALL BE CONSIDERED INVAUO 9 ALTERED (1.e., HIGHLIGHTED, MARKED, CIRCLED, ETC.) BY ANY MEANS. ON A SEPARATE BUILDING SCHEMATIC 2001 FLORIDA BUILDING CODE - MIAMI -DAD£ COUNTY' ASCE 7 -98 / WIND LOAD SCHEDULES ROLL -UP SHUTTERS AS SHOWN SCALE WIND LOAD SCHEDULE BASIC WIND SPEED = 746 eve EXPOSURE C. Kd o 1.00 4/8/02 OAT( E C O INC. 02-246 DRAWING No TRAIT TESTING & ENGINEERING COMPANY etas NR .18, ss,, sea rs,ID . N�G cuoDq n 37180 E73-0006719 00677 Paer. 01. (soelm - .1r0 F 9 p - rA7r WALTER A TILT .Jr. P. E. FLORIDA Lk. 1 44767 5.) DESIGN WINO LOADS SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LAID SCHEDULE SHALL 86 INDICATED DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/CHART,, ETC.). alt No tars MX ant re crxerna nR - - 2 SHEET I OF I 1 � ' , t �, T �� _ A _ _ _ . _ _ balcony nnrth X x GARAGE PARKING AREA j- 10 - 0 - 9 to - ouble set ing doors ,' Property \ 13R" x 41" 3fi"x 10 TH AVENUE NE a 31 3q" Second Floor layout 1 23 45" x 56" Yngwie Malmsteen 1009 N E 94 Street Miami Shores 39" x 56" 39" x CS" 3FI" x c6" 27 26 pe. x "WO C2 39" x 56" 24 39" x 56" 94 ST NE _NO_A_CCESS_EROM1.0__AVE o_ss Zo(ue ccuileius GARAGE Parking Area 14 =PSIS to 111 North r5C 1_1 FIRST FLOOR LAYOUT1 r O R1" x AT® lq" x 68" air_x_38 5" 0 4" x_38.5" 8.5" 0 39" x 68" 0 39" x fir Main Entry YNGWIE MALMSTEEN 1009 NE 94 ST MIAMI SHORES FL 33138-2942 61 no 94 street ss to 10 Ave t( oreluff-z- • cLui-Aki'A Ift:h11Dc • 1 PRODUCT CONTROL NOTICE OF ACCEPTANCE Rollingshield, Inc. 8900 N. W. 119th Street Hialeah ,FL 33018 Your application for Notice of Acceptance (NOA) of: 60 mm Slat Roll Up Shutter under Chapter 8 of the Code of NMliami -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. ACCEPTANCE NO.: 00- 0823.05 EXPIRES: 06/07/2004 Raul Rodriguez Chief Product Control Division APPROVED: 06/07 /2001 \'\ s0450001 \pc20001 \cemplaces\nocice accepunce cover page.doc Internet mail address: postmaster @buildingcodconline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 3 3130 -1563 (305) 375 -2901 FAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -2555 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAN (305) 375 -290S PRODUCT CONTROI. DIVISION (305) 375 -2902 FAX (305) 372 THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www'.buildingcodeonline.com Rollinashield, Inc. ACCEPTANCE NO: 00-0823.05 APPROVED: JUN 0 7 2001 EXPIRES: JUN 0 7 2004 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1 SCOPE: 1.1 This approves an extruded aluminum roll -up type shutter, as described in Section 2 of this Notice of Acceptance. It is 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 60mm Slat Roll -Up Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 00 -176, Sheets 1 through 16 including 3A, 5A, 14A of 16. It is titled "60mm Slat Roll -Up Shutter ", prepared by Tilteco, Inc, dated 05/02/00, with latest revision on 04/27/01, signed and sealed by W. 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 Minimum slat engagement shall be 1.25 ". 3.2 Minimum separation from interior of slat to glass being protected shah be as shown sheet 12 of 16. 3.3 The operating mechanism, not part of this approval shall be certified by a recognized r tin c agency. metal 3.4 All permanent set components, included but not . limited to embedded anchor bolts, threa shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 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 Florida Building Code in order to evaluate the installation of this system. Candido Font PE. Senior Product Control Examiner Product Control Division -2- Rollinashield, Inc. — 4 ACCEPTANCE NO: 00-0823.05 APPROVED: JUN 0 7 2001 EXPIRES: JUN 0 7 2004 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 (S) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Anysevision 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 perfornnance 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. S. Failure to comply Nv'ith 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. Candido Font PE. Senior or Product Control Examiner Product Control Division END OF THIS ACCEPTANCE I P OR Max. SLAT SPAN (SEE SCHEDULE) P 1.1ox. SLAT SPAN (SEE SCHEDULE) Mole. MULLION SPACING H ' w -1 w - ' NOTE: SEE SECTIONS CN SHEETS 4 THRU 10. ✓/ P TYPICAL SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) , NOTE: SEE SHEET 2 et J O 16 FOR COMPONENTS NOMENCLATURE. (rya.) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE: SEE SHEET 2 h J Cr 16 FOR COMPONENTS NOMENCLATURE. , • (Typ. Ea. END) /© O GR © (T).P) J 000. v P Max. SLAT SPAN (SEE SCHEDULE) / Mox. STORM B4R SPACING (SEE SCHEDULE) O OR NO OO OR Mox. STORM BAR SPACIN^, (SEE SCHEDULE J 1.44X/MUM HEADER SPAN (SCE SCHEDULE) r Max. HEADER SPAN 14 Max. MULLION SPACING (SEE SCHEDULE) W -2 1 WHEN ' APPUC4 eL -4 OR Cont. 'L-A9 W -J I 44 (S;VILAR) -- --Y Min. P TYPICAL MULTIPLE UNIT ELEVATION (STORM EARS REQUIRED) ' NOTE:: SEE SHEET 2 & 3 OF 16 FOR COMPONENTS NOMENCLATURE. , 0 Cont. P 7 TYPICAL CONSECUTIVE MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) / NOTE: SEE SHEET 2 dr 3 GF 16 FOR COMPONENTS NOMENCLATURE. ] W`iEN APPLICABLE /1 TDiEM C.\ TILL? TESTING t ENGINEERINO COMPANY Sea. St. P. 217 - NaLY41A G4" L10Q n 3.1100 Pro.v : cocoon 73.10. !v : (X..•. )471 -1371 £B- 0006719 WALTER A TIL-LIT Jr.. P. E. FLORIL:4 Uc. / 44167 GE7'IERAL NO TES: 1. ROLL -UP SHUTS h S BEEN CC CNED N ACC.RCAN:7E Y.TH THE 1954 M:• -LADE COUNTY Ca1C, +l GY THE SOUTH fOPICA BUn DANC COLE. DESIGN WIND LOADS SHALL BE AS PER SECT1CM 6 OF ASCE 7 -L'6, PATH 110 m.p.h. BASIC WIND SPEED. ROLL-UP SHUTTER'S ADEGUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN leJi1fltO IN ACCCRDANCE WTTH sECI1GNS 2315 & 2314 RE S. OF THE ABOVE MENTIONED CODE. AS PER FENESTRATION T S77NG LAD. REPORTS j 2639, 2666, 2637, 2540, 2641, 2542, 27J6. 2737 & 3011 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6663 -T6 ALLOY (UNLESS OTHERW,S£ NOTED). 1 ALL SCREhS TO 8E STNNLESS STEEL 304 OR 3 16 SERIES W /50 kzl YIELD FCANT AND 90 Its; TENSILE STRENGTH. 4. BOL TO RE 2 -T4 ALUI.7,•,::U ALL G_VANIZED CR STAINL£ S TEEL WM; 36 Lai MINIMUM MELO PUNT. 5. STORM BARS AT FLOOR CR GEEING MOUN7;NG t MAY RCMO'✓ABLE AT NCN HURRICANE CONDRICNS. NGw! - 'v0?, EACH ST C,?M EAR SHALL BEAR A PERMANENT LA5CL IN A VISIBLE PLC K,TH A WARNING NOTE INSTRUCTING THE TENANT CR Own.71 THAT STORY BARS MUST BE INSTALLED WTH CORRESPONDING HAPOWN?E DURING PERICCS CP hi-PRE-AM WN?.NL`G AND THAT ROLL LP SHUIILH7 WILL NOr OFF HURRY.•NE PRC.EC77CH1 UNLESS ALL STORM BARS ARE INSTALLED AS DIRECTED. 6. R'J- GVABLE SILRLI BARS SHALL 8£ STG?£D IN A CONSPICUOUS RACE WITH EASY ND 11/41=4 ACCESS SD THAT THEY CAN BE PEACHED AND INSTALLED ANY T7vE (h Pi 1.'.tti'E CCA.CITIONS ER NOT) SLATS APE ROLLED DOA'N. THE =CT O THE SLATS ROLLED • DOWN MTH0(.T STORM BAP!". IS THOSE SLATS WIL SUP DLIT OF TRACK GL:E 70 Ter DEFLECT1C44 CAUSED BY h'N'. FORCES_ __ _ . -- - - - -- - -- • 7. A�MACF?S"7D h�L�F"••R SICE RAILS & 80X Cc-' NECTKN SHALL BE AS FLLLG.. (UNLESS GThfTNS£ NOTED) (A) TO !TE S TING PO U URD Ct : / - l/4 I TAPCCN ANCHORS A5 U4N JFACTLIR'2) BY I.T.N/$JILCUX Cr? ELCO TEN. O TES: A7) MINIMUM EM°EDI4 -TNT CR TAPCON ACCHCRS 4!.75 PEXJRED CONCPETE P-4LL L 1 ./4*.' / NO EllEEDAIENT INTO STLCDO SHAL 85 CGHSID477.37 AS PART CF THE R EMBEDMENT. 42) IN CASE THAT PRECAST STONE PRECAST CONCRETE FANELS. 0•? PAVERS EC mum;; ON THE fXST;N0 WALL OR FLOOR, A.4CHCfS SiAL E LONG ENCUCH TD REACH THE MAIN STR:ICTJRE EL4:h0 SIKH PANELS. (C) (0) (8) TO EXISTING CONCRETE BLOCK WALL: -1/4' I TAPCON ANCHORS, AS MANUFAC7LONED 8Y 1.T. W./9UILDEX CR ELCO TDIRC.N. A NOTES: 8.1) MINIMUM CYBEDI/D■T or L4PCON ANCHORS, INTO THE CC7.CRETE BLOCK LRUf S.84 L • ■\ 8E 1 1/4' 9.2) IN CASE THAT Pa 570,80 CR PRECAST CONCRETE PANELS 80 MIND ON THE 0X757780 WALL, AY0.HO?5 SHALL 8E LONG ENOUGH TO REACH THE WAN STRL;CT✓ 8081X0 SUCH PN.::S ANCHORS SHALL BE INSTA! I FO FCLLGK'NC ALL OF THE RECCUEND44",,NS AND SPECiF1CA WAS OF THE ANCH.0/'S MANUFACTURER. • ANCHORS P.EO UIP.ED FOP STORM BARS. HEADERS & MULLION C00/ EC770N5 SHALL 8E AS SPECIFIED CO AFPLI:AS' c �TC TTCNS SHOWN C/4 5HE£TS S, 6 7, 5 & 10 OF 16 R- ES POWSR BOLTS & CALK-1N ANCHORS TO E AS MANUFACTURED BY FOrK.IIS RAM. FASTENING, INC. . WAWA! EDGE 0457A::: AND SPACING FOR .4901'! LENT70NED ANCHORS SHALL !X AS 1804047ED BELOW OR AT A'5'F- 1157.770855 SHEETS, WHCHE.0R LS LARGER (WORE CR17'CA). .4804108 3/5 - 4 POWER COLT . 1/4 "4 CALK -IN 1/4'I TA. CON - WHEN APPLICABLE ssr. SPACING 3 3/4' 2 l/2' ROLLINGSHIELD, • INC. co✓i-u. e900 N. 119 STREET HLAI.EAH, FLORIDA 33016 4/77/71 ti (LG£ 0/STANCE 4 3{2' 2 1/2' Z. �./ O , O U H W AS'7M G_TCNATIO'L 1n V �" 0756 IMPACT RESISTANCE �, 0036 i 854.0 079E D AL G4PACIIY C Gt8ARY y 4 2 9. R SHALL BE THE RES.PC8SIEILRY Or THE CONTRACTOR TO VERY?' THE SOLArDN: G THE i p STRUCTL'P.£ 87 SHUTTER LS TO BE A77/.41D TO INSURE PROPER ANCHORAGE j 10. C7 � 8. FLYYTHYLENE BLOCKS USED AT SPRING LC)L0V SYSTEM FOR RO/OVASLE STORM FARS SE4L CCMPPLY W/T'riE FOLOP7WO SPECIRD4T10NS PROPERTIES VALUE 7. 95 FT -LL /1n (AVERAGE) 424J Psi (AVERAGE) 1012 pit (4'rrA^ ) SHUT.E.f MANLAEACTJ=EP'S 57A118 SHALL BE PLACED ON THE EX.p0SED SURFACE OF THE SIDE RAIL APPROXVJ. - 4' A_0•- TN! BOTTOM OF SUCH P.NL STAMP SHALL READ AS FOLLOWS: ROLLINGSHICLD MAUL FL M:AM1 - OACd_ COU47r P80041C7 CONTROL ARRROV00. ROLL-UP u: MAS:SW NOT PARTGF. THIS APPRO' ✓AL. JU ' 7..2001 ACC.Pif,.1 L,r 1.(141.(1 -DADS COUtITY 60mm SLAT ROLL -UP SHUTTER GAM AS SHO'N.N SCALE 5/2/00 DATE 00 -17 DRAWING No SHEET 1 OF 16 1.46-4 F .065. 07D' ✓ SIDE RAIL: 6063 -T6 Alum. ALLOY SCALE: 1/2 = 1 TYPE 1 SLAT: EXTRUDED ALUMINUM SLAT 6053 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" Elamerrouressini TYPE 5 STORM BAR: EXTRUDED STORM BAR 6053 -T6 ALUMINUM ALLOY , SCALE: 1/2' = 1 .501' -�- 8 � X116' -°{ p4n 1-t- 2.000" L 2.000' f 7 C � ✓ TYPE 1 . 40 2.610'- r 7.50G' TYPE 2 SLA EXTRUDED ALUMINUM BOTTOM SLAT 6063 -T6 ALUMINUM ALLOY SCALE :: 1/2' = 1 " J/6' -16.r4 1/2' S.S. C4P SCREWS W/NUT 24 0.C. STARTING AT 10' FROM TOP AND BOTTOM OF STORM BAR. 2.255' R! TYPE 2 SIDE RAILS: 6063 -T6 Alum. ALLOY SCALE: 1/2" = 1 �'° -.350' " .070 `b , -.220"r .250' - Tv. • o07J• 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1' 2.000' © TYPE 6 STORM BAR: 4" HEAVY EXTRUDED STORM BAR TYPE 1 STORM BAR: 2" EXTRUDED STORM BAR 605J -T6 ALUMINUM ALLOY - SCALE: 1/2" = 1 " , ' 2.965' L -1.455.--.--1-...--1.500' � • �4 j 'c r-- 1.313 -.-I r o 7 l .217' J/6' - 16i4 1/2' S.S. C4P SCRE14S W /NUT 0 24' 0.C. STARTING .4T 10' FROM TOP AND BOTTOM OF STORM BAR. 250'- TYP. rV © TYPE 3 SIDE RAIL: 6063 -T6 Alum. ALLOY SCALE: 1/2" = 1" i 3.000' 12 I 2.000' DO TYPE 2 STORM BAR: ' 3 " EXTRUDED STORM BAR 606J -T6 ALUMINUM ALLOY SCALE: 1/2" = l " 6053 - T6 ALUMINUM ALLOY SCALE: 1/2' = 1' • © HEADER TYPE 1: 2.625' +- 1.103' I 1.421' n , .07: .29 o TYPE 4 6 SIDE Num. RA SCALE: 1/2' = I" .125' .125' TYPE 3 STORM BAR: 4" EXTRUDED STORM BAR 606.3-T6 ALUMINUM ALLOY i SCALE.: 1/2" = 1 " 2.000' .125' , 000 HEADER TYPE 2: 6053 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" /1itIiE3NC.\ nun TEJTINO & ENOINEER/NO COMPANY ales k ir. ace,. 11.. sb. 117 - 1 C i1 R 3.3166 Ten.: (3.7d?I -1570 . h, : (JW 71- 11 EB-000671 9 WALTER A. RLllf Jr., P. E - - 1LOR104 Lie. 4.4 167 A 72 .125' 1 TYPE 4 STORM BAR: 4" HEAVY EXTRUDED STORM BA ROLLINGSHIELD, INC. 6900 FL W. 119 STREET HIALEM fLOR'LL4 JJ075 6+R 4,27/01 2.0'..0' .250' 7Y1'. 6063 -76 ALUMINUM ALLOY SCALE: 1/2 = 1" 1 4.000' HEADER TYPE 3: 5053 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" , JUN CODE _ 7 2001 r i:!'.i!' • ACCEii tC:.:;,. 00- 0& 2 3 a s 60mm SLAT ROLL -UP SHUTTER WIT MIAMI -OADE COUNTY AS SHOWN SCALE 5 /2/00 LUTE 00 -1 DRAWING No SHEET 2 Of- 10 J •/ .3. 000• .115' TYPE 1 MULLION: 4" EXTRUDED MULLION 5063-T6 ALUMINUM ALLOY ./ SCALE: 1/2 = .125° © BOX COMPONENTS: AND ASSEMBLY DETAIL' (SEE SHEET 34 OF 16 FOR ALTERNATE ROLL-UP SHUTTER LIFTING MECHANISMS) / 4.000 .150' 771'. © TYPE 2 MULLION: 5" EXTRUDED MULLION 6063-T6 ALUMINUM ALLOY SCALE: 1/2 7 45 CI-IAUrrP ppnoNAL5 DETAIL (N. T. S.) TOP PROFILE .3005-H26 ALLOY. BOTTOM LEADER W/PLUSH. REAR PROFILE .3005-H28 ALLOY. BOTTOM PROFILE 3005-H26 ALLOY. 'COVER PROFILE 3005-H28 ALLOY. NYLON DISK: 4 1/4 0. D. ROLLING CUSHION W/BALLS. BOX SIDE BRACKET' CAST ALUMINUM. R1690N: 17/J2' WIDE. SIDE RAIL. SLAT. EXTRUDED ALUMINUM DP.AWING HOOP. C.ALVANIZED STEEL DRUM: 1 9/16 0. D. x 0.032' Thk. RETAINING METAL PLATE: 26 Go. Ger. Stl. AT EACH END. ',mow FERRULE: 1 17/..I.2 0. O. x 0.045 Thk. x J 5/16 Long. NYLON FUNNEL. SCREWS: 4 x 1/2 S. Y o( ® TYPE 3 MULLION: 6" EXTRUDED MULLION 6063-T6 ALUMINUM ALLOY SCALE: 1/2' 1' ® BOX SIDE BRACKET TYPES ilLIECO INC. 45• CH.WrER (Gnice:AL) nun =TWO & ENOINEERINO COMPANY 8 "...)rm. $t.. 5. 217 WC144 GYGnOtS. ft 1.1t00 (30)d 77 t . : OM; — 31 a -00067 9 HALTER A MUT Jr.. P. E. FLORiO4 Lk. 44167 arr. Mb INCICIN.110 CDeA4L AP?RO•iH) • • 2..0.0:0112 3.6S 60mm SLAT ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET HIALLMt FLORY:1A 3.3018 111 4.77/of Orr. No MIAMI—DADE COUNTY TI AS SHOWN SCALE 5/2/00 GATE 00-176 DRAWINC Ho SHaT 3 OF 16 TYPE DRIVE ROLL-UP SHUTTER SYSTEM MOTORIZED ROLL-UP SHUTTER SYSTEM - HAND CRANK ROLL-UP SHUTTER SYSTEM ALTERNATE ROLL-UP SHUTTER LIFTING MECHANISMS 5- 2 1 -70/ / IL ECO I N . E1LLfE TESTING & ENGINEERING COMPANY szas tW. Nit. St. S. 217 - •t.:NA comas. rt n : oceValt -tax) . ra. pc0)871 CB-00052;g WALTER A. .nurr Jr.. P. E. FLORIO( Lk. I 44167 60mm SLAT ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET HALLO!. flORDA 33018 0.11T 4/27/01 - JUN 2001 BY PROnin ACCEPNCE 0823.0S MLAMI-DADE COUNTY sure AS SHOWN SCALE 5/2/00 DATE 00 1 7 DRAWING No SHEL7 34 or 76 + MAXIMUM ANCHOR SPACING ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2', REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (REDUCED SPACING OBTAINED USING FACTORS SHALL NOT BE LESS THAN 3"): MAXIMUM DES IGN LOAD - FACTOR SIDE RAIL JO ' 3" SIDE RAIL 0 SIDE RAIL © SIDE RAIL 2" r WALL MOUNT INSIDE - MOUNT BUILD -OUT MOUNT . WALL MOUNT INSIDE - MOUNT BUILD -OUTS MOUNT O WALL M r UNT - MOUNT BUILD -OUT MOUNT W ( NAT . _ � INSIDE MOUNT" BUILD -OUT • .;7 -- p.s.. • 80 OR LESS 6" , 4' ' 6" 6" 4 3 1/2' , 2 6' ' 1/2'. ::: 4' - I 6' 6" J 4 , . - 4 1/2 6" 3' , 6' 6" >80 TO 150 j 3 1/2' - 2 1/2" • 5' , 3 " 1 2 . / 3' 6' • 6 6' - 6" - 6" - 6" - 6" 6' . 6 ". 6' - 6' - 6' - 6' ' / >150 TO 225 2 1/2' . - 4' . 2 1/2 "- 2 1/2' 5" 2 1/2 - . -. 4', 3' - 2 1/2 "- 5" . 6' 5 1/2 "' 6" , 6" 6 " . 6" 6 • 6' 6 "- 6 6' 6 " - + MAXIMUM ANCHOR SPACING ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2', REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (REDUCED SPACING OBTAINED USING FACTORS SHALL NOT BE LESS THAN 3"): ACTUAL E. D. FACTOR 3" .86 r 2 1/2" - .75 - 2" r ., .50 .:, ANC ORS / �� S SHEET)L N POURED CC,NCRE7E OR CONCRETE BLOCK P.EOUIR£0 — l SECTION P - P (1) : WALL MOUNT SCALE: 1/2' = r j TArPCO-1 A cHGxS (SET SCHEDULE ON THIS SHEET) POURED CONCRETE G4 CONCRETE BLOCK W REQUIRED 4 ` MAXIMUM ANCHOR SPACING, (fn.) AT SIDE RAILS VERSUS EDGE D /STANCE = E, D, i CO 000 50• Mor. T' x 2' x 125' Cont. Alum. ANGLE W/ /14 x 3/4' S.M.S. D 6' 0. C. TO SIDE PAIL SECTION P - P (2) : SIDE WALL MOUNT S✓I.LE: 1/2' e I" r . SIDE RAIL ANCHOR SCHEDULE ' MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND 9 ;; • 0 • 4 u 1. .:Ac • -.; •� :: mortmerA are • .. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) / tsar 2' r 2' x 125' Cont. ALUM :NUM ANGLE / /14.4 3/4 ' S. M. S. 06'0. C. .25C'Mor. . /14 x 1' S. M. S. 0 6' 0. C. POURED CONCRETE OR / CONCRETE BLOCK TAPCON R£OUIRED / ANCHORS —\ E D (SEE SCHEDULE 044 THIS SHEET) /// .250' ti .250' Mar. SCALE: 1/2' - I" SECTION P - P (3) : BUILD -OUT MOU Q_ 0C) oR MO /14 x 3/4' S. N. S 0 6' 0.C. SECTION R : /ON MOUNT (INS /DE MO SCALE: 1/2' a ISr3x? /8' 211w1/8. / J i3 , 1/6 OR 3"r4 41/9' CONT. BUILD -OUT TUBE. 1 NT) 1 MASONRY POURED CONCRETE SUBSTRATE LEGEND O OR O Mar. 2' x 2' x 125' Cunt. ✓ S it .' ;1.• ALUAIINUAI ANGLE O f IILIEC O INC. T1LLT TESTING & ENGINEERING COMPANY 11S311 K hwr (747)!71 -I, x. l w u : WC/44 1 7 ! 00 1]I EB- 0006719 WALTER A TlLLIT Jr., P. E. FLORIDA Lk. / 44167 FO— ;—fO -- 0 1 SECTION R - R : MULLION MOUNT (FACE MOUNT) SCALE: 1/2" = 1' l os W -1 SECTION Q . 2o(t C 60mm SLAT ROLL —UP SHUTTER ROLLINGSHIELD, INC. 8900 H.W. 119 STREET HLAL.EM, FLORO4 33018 aIr . /27/0I W -1 OR W -2 OR W -2 - Q : MULLION MOUNT (FACE MOUNT) , SCALE: 1/2' = 1' an'. .250' 1 I Max. O ✓ OR P® 2 / 14 r 1 ' S. L. S. 6' 0. C. /74 x 1 ' S. U. S. ✓ 0 6' 0. C. 0o aiero. MIAMI -DADE COUNTY Al T AS SHOWN SCALE 5/2/00 O4TE 00 -176 DRAWING Ho SHEET 4 or 16 ANCHOR & ANGLE SCHEDULE FOR ELEVATION / \ G_'S7CN L GAD (pal) ,ANCHOR ANGLE THICKNESS 72.0 0R LESS •• (T /CA"!SP 1/8" 160 OR LESS (4) J /8 0 x 2 1/4" POWERS BOL 1/4' 1 POURED CONCRETE . RL"DUIR£D EXISTING CLASS POURED CONCRETE REOUIRED / t —2.000 "— (urn.) .1 1. COO "—I Sr AP.A71CyV TO CLASS SEE SCHEDULE CN SHEET 12 OF 16 Sd,CLE SPAN SECTIONS AND DETAILS ARE S TO ABOVE SHOWN WITHOUT STC /J 134R & HCAJ5'RS x 2' x 125' Cont. Alum. ANGLE W/ CONCRETE ANCHORS 0 6' 0. C. O OR (BEYOND) 3.000" Min. 4.500" II :n. O SEPARATION TO GLASS ® SEE SCHEDULE ON SHEET 12 OF 16 CEILING $ FLOOR MOUNTING INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W /CONCRETE ANCHORS ( I SECTM s FaD flocHQ4 TYPE REQ. .cXT) SG4LE : l/4" - ,• OORO EXISTING GLASS POURED CONCRETE REWIRED FOR TAPCCN ANCHORS 1 FOR CALK -IN ANCHORS 0' OR POWERS BOLTS ANCHORS 2.000" s ,/ SECTIONS V - V , !An. Ig1 •J i,4_' s (BEYOND) O A 12 x 5' (Max.) r VARIABLE POURED CONCRETE J / ' , (X � POWERS BOLTS AT STORM BAR LOCATION, OR CONCR 7E BLPCK -- -- - REST 0 12' 0. C. (SEE SCHEDULE ON i / RCOU/REO 7H15 SHEET) /THICKNESS Ccnt. ALUMINUM ANGLE w/ 1 / CONCENTRATION OF TAPCON ANCHORS / 0 4" 0. C. CR J/8" . x 2 1/4" OPTIONAL STORM BAR CONNECTION WALL MOUNTING INSTALLATION W /FIXED STORM BARS W /CONCRETE ANCHORS 1 ti /U/ SCALE : 1/4" - 1' 1 1/2" x 1 1/2 x .125' x STORM BAR .750 ", DEPTH Alvm. ANGLE EA. 5/05 SECTION S — S (FOR FIXED STORM BAR) J SCALE : 1/2" = 1 " 1 1/2" x 1 1/2" x / .125' x STORM BAR DEPTH Alum. ANGLE EA. SIDE SECTION S — S (FOR REMOVABLE STORM BAR) SCALE : 1/2 = W/ 4' -0" Max. SLAT SPAN' do B' -0 144X. STORM BAR SPAN -� -- -�� (2) / 14 x 3/4" S. M. S. / EACH SIDE. r 7 0 ' FOR INSTALLATION INTO CONCRL7E. USE (2) 1/4 TAPCON ANCHORS EA. 510E FOR DESIGN LOADS UP TO 80 PSF, 54' MAX. SLAT SPAN & ✓ 96" MAX. STORM BAR SPAN & (2) J /8 " 10XJ" POWERS •' BOLTS EA. SIDE FOR GREATER LOADS AND SPAN CONDITIONS. FOR INSTALLAJ1ONS INTO HEADERS C © OR up, LASE (2 2) /14X3/4 S.M.S. EA. SIDE. @ FOR INSTALLATION INTO CONCRETE, USE (2) 1/4 "IX7 /8" CALK - • -' EA. SIC( FOR DESIGN LOADS UP TO 80 PSF., 54 WAX. SLAT SPAN & 3 96" MAX. STORM BAR SPAN, & (2) 3 /8'0X1 1/4' CALK -INS • EA. SIDE FOR GREATER DESIGN LOADS AND SPAN CONDMONS. FOR INSTALLATIONS INTO HEADERS ©, OR , USE (2) /;4x.3/4 " EA. ICE. (2) 1/4' I -20 M. S. W/ 7 /8'/x /32 "KING NUT 3 12.000 2x3,.250 " (FOR TYRE 1 STORM BAR), 2 "x4 x.250" (FOR TYPE 2 STORM BAR) OR 2 (FOR TYPE 3 & 4 STORM EARS) Alum. ANGLE EA SIDE x 6 HIGH W/ (2) J /5"0u2 1/4" POWERS BOLTS TO WALL AT CENTER OF ANGLE LEG & (4) /14,3/4" 70 STORM BAR. IL EC O INc, TILLWT T£ST1N0 & ENGINEERING COMPANY 6.793 M. W. .10m, s . S. :17 1 040004 11 MI 04 Pilaw : (X0.7,071- 11.70. !o : (J0:1,0)1 -1111 £B- 0006719 WALTER A TILT Jr., P. C. fICRIC.1 Lie. / 44157 Orr. M. 3 1.000" 4. ELEVATION DETAIL .A. SCALE : 1/2' = 1 ' SC4LE : 1 /5" = 1" ,'J "1 � : .1UP1 0 7 2001 r7 E1 ROLLINGSHIELO, INC. 8900 N W. 119 STREET HIALEAH, FLCRICA JJ016 nor 4/r7/t1 trr. W. / 1 1/2" x 1 1/2" x .125 x 0' -4 1/2" ALUMINUM ANGLE w/ (2) 3/8" • x J" POWERS BOLTS EACH SIDE. (2) / 14 x 3/4' S. M. 5. v EA. SIDE. SECTION S1 — S1 SCALE : 1/4" = 1" * 1/4 0 -20 OR 3/8" 0 -16 MACHINE SCREWS USED JOINTLY W/ 1/4" 0 x 7/8" OR 3/8 0 x 1 1/4" CALK-IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE 77ME STORM BARS ARE REMOVED. (SEE D0.. A). / MACHINE SCREW FULLY EMBEDDED INTO ANCHOR ANCHOR O O 7- 1 1/2" x 1 1/2" x 125' x STORM 84R DEPTH Alum. AN GLE W/ (2) / 14 x 3/4" S. 1.I S. r EA. SIDE EA. LEG. r 2" x 5" .11=t. Cont. Alum. ANGLE (SEE SCHEDULE FOR THK.RNESS) 4.O00"—'-4.00•3" 12.X'0" 12.000' TAPCON ANCHORS OR 3/8" 0 x 2 1/4" POWERS BOLTS 0 4" 0. C., REST 0 12" / (SEE SCHEDULE FOR CU4N'TITY) 00 -_O,?3.0 S MIAMI-DADE COUNTY 60mm SLAT ROLL—UP SHUTTER oar AS SHOWN SCALE 3/2/00 DATE 00 -176 DRAWINO No SNELT 5 Or 16 ANCHOR & ANGLE SCHEDULE FOR ELEVATION X DESIGN LOAD (psO ANCHOR 7YPE DUANTITY i 72.0 OR LESS •• (6) 1/4' TAPCONS 225 OR LESS (6) J /8" 0 x 2 1/4' POWERS BOLTS a 1 POURED CONCRETE Rc OUIRED EX'ST1NG GLASS 1 SEPARATION To GLASS SEE SCHEDULE ON SHEET 1.2 OF 16 1 000 I !000 O I .__ y 1 / /i. POURED CONCRETE REQUIRED t^ -2.000 (Mtn.) 1' x 2 " x .115' Cont. Alum. ANGLE / W/ CONCRETE ANCHORS 0 6 - 0. C 7/ // 3.000' Min. 1.500' Min. O o oRo (8o) SINGLE SPAN SECTIONS AND CETAILS ARE SIMILAR IV ABOVE SHOWN WTTHOUT STORM BAR a HEADERS. — o / / %'i.�7 j Y I � ,0 00 i EXISTING - GIASS CEILING & FLOOR MOUNTING INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W /CONCRETE ANCHORS ( sEE sET,-T?CN s • FG1R ANcHce TtF'E kEQUFROd60) .. SCALf : 1/4• - 1• ' J POURED CONCRETE —\ REDURED SEPARATION TO 114 CLASS SEE SCHEDULE ON SHEET \\ 12 OF i r---- 2.004" 1 (Mn.) 4 I - —2.000 S1 SI FOR TAPCON ANCHORS ✓ _ FOR CALK -IN ANCHORS ✓ OR POWERS BO LTS ANCHORS POURED CONCRETE J / CR CONCRETE BLOCK REQURED SECTIONS V - V 1 1 2 x .125' Con(. Alum. ANGLE • W/ CONCRETE ANCHORS 0 11" 0. C. 000 ® OR0 ✓ R r O O OR o (BEYOND) 0 • x 5' (MU.) x 1/4' THICKNESS Cont. ALUMINUM ANGLE W/ CONCENTRATION OF TAPCON ANCHORS O 4' 0. C. OR J /5 • 1 2 1/4 POWERS BOLTS AT STORM BAR LOCATION, REST 0 12' 0. C. (SEE SCHEDULE ON THIS SHEET) WALL MOUNTING INSTALLATION W /FIXED ✓ STORM BARS W /CONCRETE ANCHORS salt : 1/4" 1 1/2' x 1 1/2' x 125' x STORM BAR DEPTH Alum. A.':CLE EA. 75 - .750 • �-- DETAIL A SCALE : 1/2" = 1 ✓ FOR 1NSTALLAT.CN INTO CONCRETE. ✓ •75Cr75 Ci- US£ (2) 1/4"• TAPCON ANCHORS - 1 E4. S'OE FCR CES CII LOADS UP TO e0 PSF, 54 MAX. SLAT SPAN dr S6' MAX. STORM BAR SPAN, k (2) L O J /8 " •XJ" POWERS BOLTS EACH • SIDE FOR GREATER DESIGN LOADS AND SPAN CONDMONS. FAR INSTALLATION INTO HEADERS ©,Q3 CR (:, USE (J) 114XJ/4" S.M.S. £A SIDE. . ry D1 OR F1 MACHINE SCREW , FULLY EMBEDDED INTO ANCHOR ANCHOR D1 OR F1 - (3) / 14 x .3/4" S. M. s. • EACH SID'. SECTION S — S (FOR FIXED STORM BAR) SCALE: 1/2 ' = 1' 1 1/2' x 1 1/2 x 125' x STORM BAR DEPTH Alum. ANGLE EA. SIDE SECTION S — S (FOR REMOVABLE STORM BAR) - SCALE 1./2" = 1" * 1/4' 0 -20 OR 3/8" 9 -16 MACHINE SCREWS USED JOINTLY W/ 1/4" 9 x 7/8" OR 3/8" I x 1 1/4" CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DE7. A). ** W/ 4' -0' Mox. SLAT SPAN & 8 -0 MAX. STORM PAR SPAN IILEEC O INC T11UT =77NO & ENO#NEERINO COMPANY coo N M. . . R - St.. 21? - IMC►Y4 CNOO< R 2:7160 rn«..: (XL. 7 1 -I3X. Fm : (x04 EB- 0006719 WALTER A. TILUT Jr., P. E. FLORIDA Lk. / 44167 . - (2) 3 /8" • M. S. W/ 7 /e" 0 x 3/32 WING NUT ELEVATION SCALE : 1/8" = 1' 1 FOR INSTALLATION INTO CONCRETE USE (2) 1/4 "iX7 /8' CALK -IN • 7 ANCHORS EA. SIDE FOR DESIGN LCAiS GP TO 80 PSF., 54' MAX. SLAT SPAN & 96' MAX. STORM EAR SPAN, & (2) 3 /8'#XI 1/4' CALK - INS • EA. S'.DE FOR GREATER DESIGN LOADS AND W /LAX. SLAT SPAN OF J6" FOR W.N S7ALLAT10NS 1NT0 HEADERS ©© OR , USE (3) /1 4X3/4' S.M.S. EA. SIDE. WV. A. f // aocrna _ craca4t ^.r rrr • - �... -JUN 4/1)/DI EDGE GF WALL ✓ rv. ■• 1 1 1/2' x 1 7/2" x .125 • x 0'-4 1/2 . ALUMINUM ANGLE W/ (2) J /8' • x 3" POWERS 60L EACH SIGE. (J) / 14 x 3/4' ✓ S.M.S. EA. SIDE. SECTION S1 — 51 • SCA.LE : 1/4 = 1 ' 1 1/2 1 1/2 125' x STOP P,. • DEPTH Alum. / CLE W/ . (J) / 14 x 3/4" S. M S. EA. SIDE EA LEG. 1' 1 r Wcx. Con!. Alum. ANGLE 12.000 - TAPCON ANCHORS OR 3/8' • x 2 1/4" POWTP,S BOLTS ,/ C 4' 0. C., REST 0 12' (SEE SCHEDULE FAR OWNTITY) 2001 - O S 2_3.OS 60mm SLAT ROLL —UP SHUTTER ROLLINGSHIEL0, INC. 8900 N.W. 119 STREET HLALEAH, FLORIDA 3J016 WICAPTICP M!AMI —DADE COUNTY *AR AS SHOWN SCALE 5/2/00 C4TE 00— 1 76 ORA WANG No SHCET 5A OF 18 - 00c 1 11 Woe- ll Vase- -•aa11 -smell ZIT TM — a 1 POURED CONCRETE Rc OUIRED EX'ST1NG GLASS 1 SEPARATION To GLASS SEE SCHEDULE ON SHEET 1.2 OF 16 1 000 I !000 O I .__ y 1 / /i. POURED CONCRETE REQUIRED t^ -2.000 (Mtn.) 1' x 2 " x .115' Cont. Alum. ANGLE / W/ CONCRETE ANCHORS 0 6 - 0. C 7/ // 3.000' Min. 1.500' Min. O o oRo (8o) SINGLE SPAN SECTIONS AND CETAILS ARE SIMILAR IV ABOVE SHOWN WTTHOUT STORM BAR a HEADERS. — o / / %'i.�7 j Y I � ,0 00 i EXISTING - GIASS CEILING & FLOOR MOUNTING INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W /CONCRETE ANCHORS ( sEE sET,-T?CN s • FG1R ANcHce TtF'E kEQUFROd60) .. SCALf : 1/4• - 1• ' J POURED CONCRETE —\ REDURED SEPARATION TO 114 CLASS SEE SCHEDULE ON SHEET \\ 12 OF i r---- 2.004" 1 (Mn.) 4 I - —2.000 S1 SI FOR TAPCON ANCHORS ✓ _ FOR CALK -IN ANCHORS ✓ OR POWERS BO LTS ANCHORS POURED CONCRETE J / CR CONCRETE BLOCK REQURED SECTIONS V - V 1 1 2 x .125' Con(. Alum. ANGLE • W/ CONCRETE ANCHORS 0 11" 0. C. 000 ® OR0 ✓ R r O O OR o (BEYOND) 0 • x 5' (MU.) x 1/4' THICKNESS Cont. ALUMINUM ANGLE W/ CONCENTRATION OF TAPCON ANCHORS O 4' 0. C. OR J /5 • 1 2 1/4 POWERS BOLTS AT STORM BAR LOCATION, REST 0 12' 0. C. (SEE SCHEDULE ON THIS SHEET) WALL MOUNTING INSTALLATION W /FIXED ✓ STORM BARS W /CONCRETE ANCHORS salt : 1/4" 1 1/2' x 1 1/2' x 125' x STORM BAR DEPTH Alum. A.':CLE EA. 75 - .750 • �-- DETAIL A SCALE : 1/2" = 1 ✓ FOR 1NSTALLAT.CN INTO CONCRETE. ✓ •75Cr75 Ci- US£ (2) 1/4"• TAPCON ANCHORS - 1 E4. S'OE FCR CES CII LOADS UP TO e0 PSF, 54 MAX. SLAT SPAN dr S6' MAX. STORM BAR SPAN, k (2) L O J /8 " •XJ" POWERS BOLTS EACH • SIDE FOR GREATER DESIGN LOADS AND SPAN CONDMONS. FAR INSTALLATION INTO HEADERS ©,Q3 CR (:, USE (J) 114XJ/4" S.M.S. £A SIDE. . ry D1 OR F1 MACHINE SCREW , FULLY EMBEDDED INTO ANCHOR ANCHOR D1 OR F1 - (3) / 14 x .3/4" S. M. s. • EACH SID'. SECTION S — S (FOR FIXED STORM BAR) SCALE: 1/2 ' = 1' 1 1/2' x 1 1/2 x 125' x STORM BAR DEPTH Alum. ANGLE EA. SIDE SECTION S — S (FOR REMOVABLE STORM BAR) - SCALE 1./2" = 1" * 1/4' 0 -20 OR 3/8" 9 -16 MACHINE SCREWS USED JOINTLY W/ 1/4" 9 x 7/8" OR 3/8" I x 1 1/4" CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DE7. A). ** W/ 4' -0' Mox. SLAT SPAN & 8 -0 MAX. STORM PAR SPAN IILEEC O INC T11UT =77NO & ENO#NEERINO COMPANY coo N M. . . R - St.. 21? - IMC►Y4 CNOO< R 2:7160 rn«..: (XL. 7 1 -I3X. Fm : (x04 EB- 0006719 WALTER A. TILUT Jr., P. E. FLORIDA Lk. / 44167 . - (2) 3 /8" • M. S. W/ 7 /e" 0 x 3/32 WING NUT ELEVATION SCALE : 1/8" = 1' 1 FOR INSTALLATION INTO CONCRETE USE (2) 1/4 "iX7 /8' CALK -IN • 7 ANCHORS EA. SIDE FOR DESIGN LCAiS GP TO 80 PSF., 54' MAX. SLAT SPAN & 96' MAX. STORM EAR SPAN, & (2) 3 /8'#XI 1/4' CALK - INS • EA. S'.DE FOR GREATER DESIGN LOADS AND W /LAX. SLAT SPAN OF J6" FOR W.N S7ALLAT10NS 1NT0 HEADERS ©© OR , USE (3) /1 4X3/4' S.M.S. EA. SIDE. WV. A. f // aocrna _ craca4t ^.r rrr • - �... -JUN 4/1)/DI EDGE GF WALL ✓ rv. ■• 1 1 1/2' x 1 7/2" x .125 • x 0'-4 1/2 . ALUMINUM ANGLE W/ (2) J /8' • x 3" POWERS 60L EACH SIGE. (J) / 14 x 3/4' ✓ S.M.S. EA. SIDE. SECTION S1 — 51 • SCA.LE : 1/4 = 1 ' 1 1/2 1 1/2 125' x STOP P,. • DEPTH Alum. / CLE W/ . (J) / 14 x 3/4" S. M S. EA. SIDE EA LEG. 1' 1 r Wcx. Con!. Alum. ANGLE 12.000 - TAPCON ANCHORS OR 3/8' • x 2 1/4" POWTP,S BOLTS ,/ C 4' 0. C., REST 0 12' (SEE SCHEDULE FAR OWNTITY) 2001 - O S 2_3.OS 60mm SLAT ROLL —UP SHUTTER ROLLINGSHIEL0, INC. 8900 N.W. 119 STREET HLALEAH, FLORIDA 3J016 WICAPTICP M!AMI —DADE COUNTY *AR AS SHOWN SCALE 5/2/00 C4TE 00— 1 76 ORA WANG No SHCET 5A OF 18 J � i PI. 11 Woe- ll Vase- -•aa11 -smell a 1 POURED CONCRETE Rc OUIRED EX'ST1NG GLASS 1 SEPARATION To GLASS SEE SCHEDULE ON SHEET 1.2 OF 16 1 000 I !000 O I .__ y 1 / /i. POURED CONCRETE REQUIRED t^ -2.000 (Mtn.) 1' x 2 " x .115' Cont. Alum. ANGLE / W/ CONCRETE ANCHORS 0 6 - 0. C 7/ // 3.000' Min. 1.500' Min. O o oRo (8o) SINGLE SPAN SECTIONS AND CETAILS ARE SIMILAR IV ABOVE SHOWN WTTHOUT STORM BAR a HEADERS. — o / / %'i.�7 j Y I � ,0 00 i EXISTING - GIASS CEILING & FLOOR MOUNTING INSTALLATION W/ FIXED OR REMOVABLE STORM BARS W /CONCRETE ANCHORS ( sEE sET,-T?CN s • FG1R ANcHce TtF'E kEQUFROd60) .. SCALf : 1/4• - 1• ' J POURED CONCRETE —\ REDURED SEPARATION TO 114 CLASS SEE SCHEDULE ON SHEET \\ 12 OF i r---- 2.004" 1 (Mn.) 4 I - —2.000 S1 SI FOR TAPCON ANCHORS ✓ _ FOR CALK -IN ANCHORS ✓ OR POWERS BO LTS ANCHORS POURED CONCRETE J / CR CONCRETE BLOCK REQURED SECTIONS V - V 1 1 2 x .125' Con(. Alum. ANGLE • W/ CONCRETE ANCHORS 0 11" 0. C. 000 ® OR0 ✓ R r O O OR o (BEYOND) 0 • x 5' (MU.) x 1/4' THICKNESS Cont. ALUMINUM ANGLE W/ CONCENTRATION OF TAPCON ANCHORS O 4' 0. C. OR J /5 • 1 2 1/4 POWERS BOLTS AT STORM BAR LOCATION, REST 0 12' 0. C. (SEE SCHEDULE ON THIS SHEET) WALL MOUNTING INSTALLATION W /FIXED ✓ STORM BARS W /CONCRETE ANCHORS salt : 1/4" 1 1/2' x 1 1/2' x 125' x STORM BAR DEPTH Alum. A.':CLE EA. 75 - .750 • �-- DETAIL A SCALE : 1/2" = 1 ✓ FOR 1NSTALLAT.CN INTO CONCRETE. ✓ •75Cr75 Ci- US£ (2) 1/4"• TAPCON ANCHORS - 1 E4. S'OE FCR CES CII LOADS UP TO e0 PSF, 54 MAX. SLAT SPAN dr S6' MAX. STORM BAR SPAN, k (2) L O J /8 " •XJ" POWERS BOLTS EACH • SIDE FOR GREATER DESIGN LOADS AND SPAN CONDMONS. FAR INSTALLATION INTO HEADERS ©,Q3 CR (:, USE (J) 114XJ/4" S.M.S. £A SIDE. . ry D1 OR F1 MACHINE SCREW , FULLY EMBEDDED INTO ANCHOR ANCHOR D1 OR F1 - (3) / 14 x .3/4" S. M. s. • EACH SID'. SECTION S — S (FOR FIXED STORM BAR) SCALE: 1/2 ' = 1' 1 1/2' x 1 1/2 x 125' x STORM BAR DEPTH Alum. ANGLE EA. SIDE SECTION S — S (FOR REMOVABLE STORM BAR) - SCALE 1./2" = 1" * 1/4' 0 -20 OR 3/8" 9 -16 MACHINE SCREWS USED JOINTLY W/ 1/4" 9 x 7/8" OR 3/8" I x 1 1/4" CALK -IN ANCHORS RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE TIME STORM BARS ARE REMOVED. (SEE DE7. A). ** W/ 4' -0' Mox. SLAT SPAN & 8 -0 MAX. STORM PAR SPAN IILEEC O INC T11UT =77NO & ENO#NEERINO COMPANY coo N M. . . R - St.. 21? - IMC►Y4 CNOO< R 2:7160 rn«..: (XL. 7 1 -I3X. Fm : (x04 EB- 0006719 WALTER A. TILUT Jr., P. E. FLORIDA Lk. / 44167 . - (2) 3 /8" • M. S. W/ 7 /e" 0 x 3/32 WING NUT ELEVATION SCALE : 1/8" = 1' 1 FOR INSTALLATION INTO CONCRETE USE (2) 1/4 "iX7 /8' CALK -IN • 7 ANCHORS EA. SIDE FOR DESIGN LCAiS GP TO 80 PSF., 54' MAX. SLAT SPAN & 96' MAX. STORM EAR SPAN, & (2) 3 /8'#XI 1/4' CALK - INS • EA. S'.DE FOR GREATER DESIGN LOADS AND W /LAX. SLAT SPAN OF J6" FOR W.N S7ALLAT10NS 1NT0 HEADERS ©© OR , USE (3) /1 4X3/4' S.M.S. EA. SIDE. WV. A. f // aocrna _ craca4t ^.r rrr • - �... -JUN 4/1)/DI EDGE GF WALL ✓ rv. ■• 1 1 1/2' x 1 7/2" x .125 • x 0'-4 1/2 . ALUMINUM ANGLE W/ (2) J /8' • x 3" POWERS 60L EACH SIGE. (J) / 14 x 3/4' ✓ S.M.S. EA. SIDE. SECTION S1 — 51 • SCA.LE : 1/4 = 1 ' 1 1/2 1 1/2 125' x STOP P,. • DEPTH Alum. / CLE W/ . (J) / 14 x 3/4" S. M S. EA. SIDE EA LEG. 1' 1 r Wcx. Con!. Alum. ANGLE 12.000 - TAPCON ANCHORS OR 3/8' • x 2 1/4" POWTP,S BOLTS ,/ C 4' 0. C., REST 0 12' (SEE SCHEDULE FAR OWNTITY) 2001 - O S 2_3.OS 60mm SLAT ROLL —UP SHUTTER ROLLINGSHIEL0, INC. 8900 N.W. 119 STREET HLALEAH, FLORIDA 3J016 WICAPTICP M!AMI —DADE COUNTY *AR AS SHOWN SCALE 5/2/00 C4TE 00— 1 76 ORA WANG No SHCET 5A OF 18 ANCHOR & ANGLE SCHEDULE FOR ELEVA77ON a' DESIGN LOAD (psl) ANCHOR TYPE QUANTITY v' /NCLE THICKNESS ANGLE STORM BAR TYRE / 70.0 OR LESS • • ✓ ( T CONS r 1/8 • / I C) a J POURED CONCRETE REOUIRE.0 J EXISTING GLASS t; tc e SEPAR4TICN TD CLASS SET 0P 15 POURED CONCRETE ___/ ET REQUIRED l .1 PLASrIC BUSHINC • 1.000 /AF, .11 1 q1 / 2.GOG` (Min.) 1 80170/.4 mo n. SPRING- L04JED SYSTEM L SC4.i : 1 /t' - 1 1 \ ., '- PLASTI BUSHING G INS P u u 1' x 2' x -.125' Cont. Alum. ANGLE W/ CONCRETE ANCHORS 0 6' 0. C. / ON ✓ TOP - SPRING- LOADED \/ SYSnu ( 8 Y, O 0 0 O1 OR F1 ✓ .O ORO (BEYOND) 4.5 1.n. / a • - •• • • SECTIONS V — V * / O OR O SEPARATION TO C SEE SC H_DU S ON SHEET 12 CF 16 POURED CONCRETE R£OUIRED CLASS —J r PLASTIC BUSHING • 2.000' (Vim) J TOP SPRING - LOADED SYSTEM 2.000" Borra4I SPRING - LOADED SYSTEM PLASTIC BUSHING • OR POURED REQUIRED • SEE SHEET 9 Cr 16 PCx? SPECS. k DETAILS. 1' x 2" x .125' Cont. Num. ANGLE / W/ CONCRETE ANCHORS O 12' 0. C. O ) OF D1DRF1 J BOTTOM SPRING-LOADED SYSTEM OR (BEYOND) j O DR O (BEYOND) BOTTDU SPRING - LOADED ✓ SYST M 2' X 5' (Max.) X VA4A5LE THICKNESS Cont. ALU4dNUM ANGLE W/ CONCEN'RAT10N OF rAPCON ANCHORS 0 4 0.C. AT , STOW BAR LOCATION, REST o 12 O.C. (SEE SCHEDULE ON THIS SHEET) ,, SPRING- LOADED SYSTEM • ✓ 0 OR O SECTION S — S : SINGLE STORE I BAR SCALE : 1/2" = 1 " 12.000" 12.000'- '4.000 ELEVATION / X SCALE : 1/8" = 1 " /i iii1. \ MITT TESTING & ENGINEERING COMPANY a rs � s. 7 - 10 Cll44 C4 fl ]7!fa I E8- 0006719 Y LTER A TILLTT Jr.. P. E. FLORIDA _Lk. it 44167 1 SPRING- LC.47ED SYSTEM • Ir * * W'/ 4' -0' Max. SLAT SPAN & 8 -0 MAX. STORM BAR SPAN CL cCRK SECTION S — S : DOUBLE STORM BAR i SC. LE : 1/2" = 1 " TA °CON ANCHORS 0 4' 0. C., REST C 12' (SEE SCHEDULE FOR DUA,^J7TY) - GA T 4/77/C1 1 2' x 5' Ucx. Calf. Alum. ANGLE (SEE SCHEDULE FOR Tt CK.. SS) ��4.CUJ �.G✓0' " 4.000' 000 ROLLINGSHIELD, INC. eso0 N.W. 719 STREET • HALEAH, FLORIDA J3018 / 0G - 0& 23 GS MIAMI -DADE COUNTY 60mm SLAT ROLL -UP SHUTTER 9- AS SHOWN SCALE 5/2/00 DATE 00— 176 DRAVANG No SHEET 6 Cr 16 • x J" (Max.) x125" Conf. Alum. TUBE ••W/ 2" x 2" x .123" x 0' -J' Nor.) ✓ ALUWNUM ANGLE TO RUUD -OUT TUBE w/ J /14 x 3/4 S.M.S. u L£c / # CONCRETE ANCHORS 0 12' G. C. FULL LENOTH TO POURED CONCRETE POURED CONCRETE REOUIRED / DOOR OR - WINDOW CLASS BULD -OUT TUB_ (BEYOND) J J POURED CONCRETE J OR CONCRETE BLOCK REQUIRED 2.000' Min. / 2.000' M(r.. 1 1 SEE SHEET 2 Or 16 F'OR Wt.!. SEPARATION 70 CLASS. NOTE: SINCLF SPAN SECTIONS AND CETAILS ARE S/M"UR TO ABOVE Sh'WN WITHOUT STORM P.47 4 HEADERS. / 1' r 2' r .125' Conf. Alum. ANGLE W/ J" x 4 (MIn.) x .125" ConL Alum. TUB /14 x 3/4" S.M.S. 0 12' 0. C. TO TUBE W/ 2" x 2" x 125" r 0 -4" (1.0n.) l ALUMINUM ANGLE TO BUILD -OUT TUBE r/ J /14 x 3/4' SUS. EA. LEO & CONCRETE A.YCHCRS 0 12 0. C. FULL LENGTH TO POURED CONCRETE / or 0 2" X 7' MAX. X .230' CUNT. ALUMINUM `' ANGLE w/ 1 /4 "• TAPCON ANCHORS 0 12' 0.C. W/ CONCENTRATION •✓ OF 4-J/9'0 X 2 1/4 POWERS BOLTS 0 4' 0.C. AT TYPE I,2,J, &4 ,. sro.RM BAR LOCATION (SEE ELEVATION X), AND W/ CONC£MP'P.4TYJN OF 6- 1/C'IX2 1/4' POWERS BOLTS 0 4" 0.C. A T TYPE 5 & 6 STORM BAR LOCATIONS. (SEE ELE94710N X). SCALE : 1/4" . 1" SECTIONS V - V • POURED / CONCRETE REQUIRED -` / DOOR OR - WINDOW CLASS O O or )/ (BEYOND) ✓ BUILD-OUT TUBE (BEYOND) 2.000" M ;n. POURED J CONCRETE OR CONCRETE BLOCK REQUIRED CASE l FIXED STORM BAR CONNECTION AT BUILD -OUT INSTALLATIONS W /SHEET METAL SCREWS 1 " x 2' x .125" Cont. Alien. ANGLE W/ / /14 x 3/4" S.M.S. 0 12' 0. C. TO TUBE 4 X 6' MAX. X .250' CONT. ALUMINUM / TUB w/ 1/4'- TAPCON / ANCHORS 0 12 0.C. W/ CCNCENR4T10N / CASE // 4' 0.C. AT TYPE 1, 2, J, & 4 4 -J /8"0 X 2 1/4' POWERS BOLTS 0 ,. STORM BAR LOCATION (SEE ELEVATION X), AND W/ ++C£MRA � 6- J /8'xX2 CC 1 /4' PO,vE RS OF BOLTS co 4" 0.C. AT T 5 !k 6 STORI4 BAR LOCATIONS. � (SEE ELEVATION X). / / o :r o O or ®(BEYOND) OF F1 12.000' 2' x J' (Min.) x .250' Cont. ' ALUMINUM ANGLE W/ CONCENTRATION OF 4 1 14 x 1 1/2" S. M. S. 0 1 /2" 0. C. AT STORM BAR L OCA77CY, REST 0 12' 0. C. 1 1/2" x 1 1/2' x .125 " x STORM BAR DEPTH Alum. ANGLE EA SIDE 2' x 7' Max. x .250' Cont. ALUMINUM AN0.Lr (CASE I) / 4 -J/8'0 X 2 1/4' POWERS BOLTS 0 4' 0.C. AT TYPE 1, 2, J, & 4 STORM BAR LOCATION AND 6 -3/8'1X2 1/4' -- POWERS BOLTS 0 4' 0.0. AT TYPE / 5 & 6 STORM 8AR LOCATIONS. - 4' x 6" x .250' Cont. ALUMINUM TUBE (CASE 11 ONLY) IILIEC O !Mc. TILLIT TISTTNO & (HOINEERWO COMPANY 17x3 , w.. Jfr1i. sc. Sec 217 - 101.0 1•1 G4C04 11 3.1160 It ear : M*471 -1130 . 74i : (3R7)471 -1111 £B- 0006719 PALTER A. TK.LJf Jr.. P. E. FLOR/G9 Uc. / 44157 0 1 I I 1 SECTION S3 - S3 SCAL FOR 1NSTALLA ONS INTO BE ct HEADERS C , H GR ! USE SIDE FOR X DESIGN LGtDS UP TO ' 80.0 psf & (3) /14 x 3/4' S. M. S. EA. SIDE FOR GREATER DESIGN LOADS. SECTION S3 - SCALE : 1/2' a 1" / 1r • /17/01 (2) / 14 x 3/4' 5. M. S. FOR DESIGN LOAD (JP TO 80.0 p.s.f. & (3) / 14 X J /4' S. M. S. ' FOR DESIGN LC.2i GREATER TX4N B0.0 p.s.f. EACH SIDE. : 1/2' - T (2) / 14 x 3/4" S. M. S. FOR ' / DESIGN LOUD UP TO 80.0 p.s.f.� & (3) / 14 X J /4' S. M. S. FOR DESIGN LOAD GREATER THAN 80.0 p.s.f. EACH SIDE. r 3 4 0 S3 0 or ELEVATION /X r:: 'JUN FOR INST /LL4T'ONS INT0�TUBE' C & HEADERS , ® OR 0, USE (2) /14 x 3/4" 5. M. S. CA. SIDE FOR DESIGN LOADS UP TO 80.0 psl & (3) /14 x 3/4' . S. I.I. S. E4 DE FOR GREATER DESIGN LOADS. . O OorO .. 1 1/2" x 1 1/2" x .125' x STORM BAR DEPTH Alum. ANGLE EA. SIDE 0 • I 12 000' - 4.000' -4--4.000"--4-4.000'4-4.E.00'-jr- 4.00 or @ O irrIEN APPLICABLE 7 . 2001 SCALE : 1/8' - 1' / � r:t -.___• DP- 0&23 OS 60mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 8900 H.W. 119 STREET HIALEAH, FLOROA 33018 ./ 1 1/2' x 1 1/2' x .125 x STORM PAR DcPTH Alum. ANGLE W/ (2) / 14 x 3/4" S. M. S. EA . SIDE FA LEG FOR DESIGN L04DS UP TO 80.0 p 3! & (3) /14 x 3/4' S. M. S. EA. SIDE (4. LEG FOR GREATER DESIGN LOADS. ✓ UAW-DADE COUNTY AS SHOWY SCALE 5/2/00 LU TE 00 -176 DRAWING No SH££T 7 Or 16 J x J" (Moo.) x125' Conf. Alum. TUBE - W/ 2' ' 2' x .125', r 0' -3' Nor.) ALUMINUM AN(:LE TO BUILD -OUT TUBE ✓ w/ 3 /14 x 3/4" S.M.S. EA. LEG ' et CONCRETE ANCCP.S 0 12' O. C. FULL LENGTH TO POURED CONCRETE r` POURED CONCRETE REQUIRED LY1STINC II CLASS 11 II 4 POURED CONCRETE CR CONCRETE BLOCK REQUIRED SEE SHEET 12 OF 16 FOR Min. SEPARATION TO CLASS. 11 1 2.000' Min. 1 I 11 8U/LC UT TUBE (BEYOND) 11 I / i s3 . CASE I s3 J L i ✓ 1 ' x 2' x .125 Cont. Alum. ANGLE W/ / 3' x 4 x .125' Conf. Alum. TUB /14 x 3/4" S.M.S. 0 12' O. C. TO TUBE W/ 2' x 2' x .125' x 0' -4' (Min.) / ALUAI.'NUM ANGLE TO BUILD -OUT war i 11 TOP PR.NC- LORDED SYSrEu SECTIONS V - (5 N) BOTTOM SPRING- LCAD£O SYSTEM •/ 3 /14 x 3/4" S.M.S. EA. LEC ✓ & CONCRETE ANCHORS 0 12' 0. C. FULL LENGTH TO POURED CONCRETE O or ® 2' X 7' MAX. X .250' CONT. ALUMINUM ANGLE W/ 1/4 "0 TAPCCN ANCHORS 0 12 G.C. W/ CONCENTRATION ' 0.= 4 -3 /8'♦ X 2 1/4" POWERS BOLTS 0 4' C.C. Ar TYPE 1, 2, 3, & 4 STORM BAR LOCATION (SEE ELEVATION x), AND W/ CONCEWMAT10N OF 6-.3/6 1 /s' POWERS BOLTS 0 4' 0.C. AT 5 et 6 STORM BAR LOG1nQNS. / (SEE ELEVATION X). J POURED CONCRETE REQUIRED -\ II POURED CONCRETE OR CONCRETE BLOCK REQUIRED • SEE SHEET 9 OF 16 FGR SPECS. et DETAILS. •■••...-. / ✓ SEE SHEE 12 OF 16 FOR Min. SEPARATION 11 (eE BUILD -C UT TUBE 1 2.000' Iln. 11 T CASE REMOVABLE STORM BAR CONNECTION AT BUILD -OUT INSTALLATIONS W /SPRING- LOADED SYSTEM r SCALE : 1/4' - 1 1 It 2" x .125 Cont. Alum. ANGLE w/ ✓ /14 x 3/4' S.M.S 0 12' 0. C. TO TUBE 3; L 11 4 - X 6 MAX. X ,250' CONT. ALUMINUM TUBE W/ 1 /4'• TAPCON ANCHORS 0 12' 0.C. W/ CONCENTRATION " Cr 4 -J /e '1 X 2 1/4' POWERS BOLTS 0 II 4' 0.C. AT TYPE 1. 2, 3. Qt 4 STORM BAR LOCATION (SEE ELEVATION X), AND W/ CONCENTRATION OF - E -3 /4'.x2 1/4" POWERS BOLTS 0 4' O.C. AT TYPE 5 & 6 STORM BAR LOCATIONS. (SCE ELEVATION X). (BEYOND) (BEYOND) ✓ ✓ O70 ✓ 12.000' 1' x J' (Min.) x .250' Conf. ✓ ALUMINUM ANGLE W/ CCNCENTPAT1ON OF 4 / 14 x 1 1/2' S. M. S - O 1 1/2' 0. C. AT STORM BAR LOCATION, REST 0 If 0. C. ✓ SECTION -S:� SINGLE STORM BAR ; SCALE: 1/2 "= 1 2' x 7' Mar. x .250' Ccnt. ,✓ ALUMINUM ANGLE (GIBE D 4 /ell X 2 1/4' POWERS BOLTS 0 4' O.C. AT TYPE 1, 2, 3, & 4 STORM BAR LOCATION AND 6- 3/8 "IX2 1/4' POWERS BCLTS O 4' 0.0. Ar TYPE 5 & 6 STORM BAR LOCATIONS. , SPR /.YS -LOADED .s„..1.1 • IL EC O INC. T1L.L./T TESTING & ENCINEERINO COMPANY 4113 K r. ..74..740% I 31. Su. 717 - rvrGesA GRma n 11164 /Tram : 0194 71 -1130 . /•.: (70.1 )o71 -11.1/ EB- 0006719 WALTER A. TIL.LIT Jr„ P. E. FLORIDA Lk. / 44167 - - ✓ SPRING- L04DE0 SYSTEM • 4' x 6 x .250' Ccnt. ALUMINUM 71180 (CASE 11 ONLY) ELEVATION /X\ KY..r 1 Docarnae CORRAL SECTION S - S : - DOUBLE STORM BAR ' SCALE : 1/2' = 1' , '1 - ' 000 D 1 or F1 I/ AS APPUCA - °LE 11.000' -- ^ SCALE : 1/e' - 1' SOUTH E.3:-j1%:: . . - . .. CATS JUN - 2D0 . 1 -- t>� PRODUCE ACCEPT;:::,_ I._.QO -- oa2-3.0 60mm SLAT ROLL -UP SHUTTER ROLLINGSH/ELD, INC. 8900 N.W. 119 STREET NLALEAH. FLGR'M 33018 Rl: 1. . MR 1/77/01 12.000' MAUI -DADE COUNTY AS SHOWN SCALE 5/2/00 DATE 00 -17 DRAWING No YR sFirrr e or re X. Y DIMENSIONS FOR A GIVEN TYPE OF STORM BAR 570PU I i BAP TI ?E X( Y(Ii) OC • J 1 17/J2. , 1 19/52" • - I 1 23/52 "' 2 23/32•. O ' 1 23/:2 • 3 23/31 F , 1 15/J2 • • .3 15/32 •• e, • 1 23/32 • 2 23/32 - F1 • 1 15/32' ' .3 15/32' BOTTOM OF HEADER OR CONCRETE SLAB TOP •F STORM BAR 1- TCP SPRING- LG4fED STSTEV TYP. J/8 -16x4 1/2" S.S. CAP SCREWS W UT 6E0'0 ONLY FOR T STORM BARS EE SPACING Qr LOCA 10N ON SHEET 1 OF 18). J B0TTOV SPRING - LOADED SYSTEM STORM BARS ✓ DEPTH • T - .750"7 ■ TYPICAL CONNECTION TO STORM BARS (SIDE VIEW) SCALE: 1/2" = 1 " QP 4- 3/16 ",.1 /2 ALUMINUM BUTTON HEAD R.rE-TS AT EACH SIDE OF STORM BAR 4- 3/16',.1/2" ALUMINUM — BUTTON HEAD RIVETS AT EACH SIDE OF STORM BAR ti E7 SEE SCHEDULE FRONT J POLTETi -fr NE BLOCK 2 jan /2" J G /16 b. c..3/16' H w/1/16 WIRE. CAL V. STEEL STRING. PCY YET-ME *NE BLOCK 2 Mu- wog v Ip 2 -3 /8 0.9 / I - ALUM. BAR — I — I (e061 - ALLOY). Y-} —,575• .575 • • TTP. .375" r SEE SCHEDULE Ow- V V- v y Ow- SIDE VIEW TOP SPRING- LOADED SYSTEM SCALE 1/2" = 1 " .375 —. TrP. /8.1/2 S.M.S. TRUSS HEAD W/PHILUPS SLOTTED HEAD ( / 2- 3/8 . 0,4" ALUM. BAR X (6061 - T6) ALLOY. FRONT 2 /e.1 /1 S.M.S 1 J POLIETHTIENE BLOCK TYPICAL SPRING - LOADED SYSTEM FOR REMOVABLE STORM BARS AS ALTERNATE TO THE USE OF CALK -IN ANCHORS r set SCHEOUi /1 iEiiE NC .\ ncuT TrsnNG t ENOINEERINO COMPANY L W (V. 3IIM. n. 7f.. 217 - W fr 4 G4W . n .1.1 /f1 nom..: (x17)!71 -13.10 . r..: (x:)471 - .1I EB- 0006719 WALTER A. TMLLJT Jr., P. E. JZORIC.4 Lie. / 44157 PLASTIC // / *--- BUSxrrlc /CV. M. s EXISTING CONCREETE Hi p SIDE VIEW BOTTOM SPRING- LOADED SYSTEM SCALE: 1/2" = 1" NOTES: (1) ENGAGEMENT HOLE DRILLED IN CONCRETE SHALL BE 5/6 DEEP, W /1/16" MAX. TOLERANCE IN BOTH DIAMETER dr DEPTH. (2) ENGAGEMENT HOLE DRILLED IN CONCRETE SHALL BE PERM4NENTLY PROTECTED BY FITTING PLASTIC BUSHING (SEE DETAIL i) INTO HOLE. IT SHALL BE THE RESPONSIBILITY OF SHUTTERS 'S OWNER TO PERMANENTLY KEEP BUSHING FREE OF DUST & MOLD BY REMOVING IT FROM ENGAGEMENT HOLE, CLEANING IT AND REPOSITIONING IT INTO HOLE AS INDICATED ON ABOVE DETAIL. 4 , m SIDE i ENGAGEMENT HOLE DETAIL ON CONCRETE) FOR REMOVABLE PLASTIC BUSHING: SPRING - LOADED STORM BARS DETAIL 1(ISOMETRIC) 7 SCALE: 1" = 1" SCALE: 1 " = 7 " z SQUji; DATE JUNE 2Q111_ ACCt� ;4444 . 60mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET HULEAH, FLORDA 33018 0C1.7.• low O•T 4/77/0/ O.P. = 2...... MIAMI -DADE COUNTY AS SHORN SCALE 5/2/00 DA T 00 -176 DRAWING No SHCCT 9 OF 16 00 / O OR O BEItWD 2' x 4' x 1 4 x 0 -6 Alum. ANGLE W/ (4) 1/4' / THRU 8CLT TO HEADER & (3) 3/8' • x 2 1/4" POWERS BOLTS To WALL. USE 2" x r x 1 Arum. ANGLES / FOR CASES w/ • BUILD -OUT TUBE. / I INC. 2" r MULLJ W'S DES r 7/8' i Cont ALLl4/NUM TUBE W/ 2" 2 ye' r 0' -2" ALUMINUM A.RoLE TO MULLION W/ 3 /14 x 3/4 • S. M. 5. EA. LEG. - NOTE f : A 0 0 0 -- 000 / � \ / iz- AT TOP & BOTI DM : SECTION W -W (1) SOLE: 1/6 "= 1 A?' EX/ST7N0 Va. L /JAY - 0 CONCRETE OR CCNCREic BLC X DESIGN LO40S UP TO 150.0 . VD S.v�L BE POURED E FILL . CONCR ED BLOC ✓.S FOP, IREA flWT TEST7NC t ENCINEER/MC COMPANY £.S M. . .7sat.(,St. — i o '. 117r 4 CAROM; a . uIr4 (.7017)471 -1111 EB- 0006719 Jr.. WELTER A. TICCIT P. E. • • FLORI:A Lk. / 44167 m 2' r 2' x 1 4' r 0 -6 A:u. ANGLE EA. SIDE W /(2) 3/6 I x 2 1/4' / WALL POWERS BOLTS TO LL & (2) 3/8' • THRU BOLTS TO MULLION. 7 / / POURED CONCR. REQUIRED -� xrt ti DOOR OR WINDOW GLASS SEE NOTE 1 J 2' x I x 1 4' r 0' -6' A/u ^. ANGLE EA. sKj w/ (2) J/8 • • x 2 1/4' / POWERS BOLTS TO WALL 4_{ ?) HRU BOLTS TO MU VL MOUNTING : MULLION CONNECT] 60mm SLAT ROLL-UP SHUTTER ROLLINGSHIELD, INC.. 8900 N.W. 119 STREET HIALEAH. FLOR/CA 33018 ACCINFTVIe c4a[?a�c Yrr 4/27/01 - an'. F. 1 1/8' Cart. ALUMINUM ANGLE W /114 x J/4 • S. K S. 0 12 O. C. / 1 = =J K W_ACC7 a STCRU BAR ALLC7_D. �I.ST SPLIT ROLL UP YLY .› LAY(S t 7P r/ Pot { ANT.. ,/ 000 J FD oRd ;;; JUN 7_2001: fOcarr.xx. a AS SHOWN SCALE 5/7 /c0 ELATE 00 -176 DRAWING No SHEET 10 OF 16 W1.D04/ CLASS J Q/4 OR 1 1/2" x 7 1 x .125' x S' 0 uut Rum. AVOLE (SIGH 51'04) w/ (2) 3/8" • 1 x 4' POWERS BOLTS TO SLAB (Tjp. TOP a Bo1TOU) 1 DOOR OR FLOOR/CE /LING MOUN77NG : / SECTION W -W (1), W/O HEADER SECTION W -W (2), W/HEADER SCALE: 1 /8 "- 1 / PG .'PED CONCRETE Rf0U7;£D ELEVAT70N/?\ SCALE : 1/8 0 1 • / OR P,/4 J 1 x 2 • w.123 • Coat ALUMINUM ANGLE W/7.{PCOH ANCHORS 06 O. C. a r 0 J 0 H c.?OI (a1Lr MR W -r(2)) 1 —8 /1 1!4 u.S. fi R Ua ? 10 /1< x J/4 S. U. S. uR(D . J' x J x 3/8 x 0' -2 60061- r- N AM FOR S q.CLE a .1. TIPLE SP. W/ •ZJ a pou NS t J x J x J/6' x 0'--4" • • -T6 Num. IN^„i FOR / Sh L a MJLTPL SPANS FOR fa . W/ (1) 1/1 , / T'RLT BOLT TO HuLUON THRU S• /641L At .SN..�� SPAN4.(2)1/2 • TrU?./ BOLTS AT MULTIPLE VANS. . LSE fk4�ER AT BOLTS. 0 @CR ,a et ECTrO41) (2) J/8 I Dow BOLTS S FOR L»' TO / 15G oa! DESIGN LCAD a (3) 3/6' 0 — F THR'J BITS PCP. GREATER LOADS ./ (T!?. TOR ,, l �-- 4 .300' PoL/FA.� CAVCRETE REQUIRED / / / I" • 3" ALUY'NUL ANGLE O 0 0 POURED CONCRETE REQUIRED ELEVATI I • .. 2 x .125' Ccr.I. ALUM :NUM ASOLE W/TAPCON ANCHORS • 12 0. C. - WALL MOUNTING : SECTION W- =ALE: 1/6• - 1' ' NOTE hR5 INSTALL1noN 6 ONLT VALID FOR STORM EARS MTN uar. SPAN . If-01 N£AGERS rem 72 -0 Mv. SNGI SPAN & 80 pr! MAX - MUM DE50N LOAD OR FOR STORM EARS WITH LUX. SPAN- 0' -0; HEADERS K?N 15'-0 W.X. SINGLE SPAN & 80 p.il. L14X1ML61 DESIGN LGD. SCALE : ye — 1 00c40 / O OR O J • x 3 - x J/6 r 0' -2 6041 - 76 ' Ahura. Mai W/ 4 /14 x J /4' S. M. S. TV 1.0.0ER a 1/2• x - x 4 J /4 POWERS BOLT ANKNOR 70 'PILL , / 2" x 4 x 1/�4 r 0 -8 MI • MOLE COVN£CTEO TO W4LL $ / (.1) J /6" I x 2 I/2' POWERS : 13W ANCHORS AS SNO J / O O OR (LXTENOCV FASS£0 oPEN/N0) •.00G • SOO / .300 3.500' J.5C0 • (2) 2 x 4' x 1/4 x 0' -5" Alum. ANGLE W/ (4) 7/4 0 THRU BOLT ^?D HEADER () J /8• I x 2 1/4 POWERS BOLTS TO WALL EACH ANGLE / W/ 1 1/2" Nil. PENETRATION J000� / POURED CONCRETE PECU4:ED J ELF/AT1O� / SCALE : 1/8" - 1 TYPICAL HEADER CONNECTION AT ENDS: SECTIONS W -W V l 7 'o E WALL MOUNTING: SECTION W -W(3) sC.4LE : 1 /8' < 1 • -p`6 -R UAW —DADS COUNTY 1 1 WOOD HEADER REQUIRED 4 EXISTING WINDOW VARIES, SEE TAEILE 1 ON SHEET 12 OF 16 FOR Min. SEPARATION /GLASS FOR .INSTALLAT1ONS W.71 - /GRADE MEASURED AT BOTTOM OF SHUTTER J 2'x4" CONT. SILL PLATE REQUIRED 1 /4 "px4'LONG LAC SCREW 0 Eo. STUD N. T. S. T 7 - x 2' x 1/8' Cont. Alum. ANGLE (6063 -T6 ALLOY) O � O 0R O (') 1' x 1' x .125' Cont. Alum. ANGLE (6063 -16 ALLOY) 1 /4"Ox4"LAC SCREWS 0 12 D.C / 0 MIDWIDTH OF PLATE WOOD STUD 0 24' 0. C. MAX REQUIRED W. L MOUNTING INSTALLATION SINGLE SPAN CONDITION..:. PLAN A (SECTION WALL MOUNT SCALE : 3/8' - 1' .250 °14 / Max. 0 OOR ✓ L PLAN B (SECTION) INSIDE MOUNT , SCALE : 3/8" - J 00 ORO ✓ NOTES: 1. LMSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOADS UP TO 75.0 psi. 2. FOR NEW FRAME CONSTRUCTION: WOOD MEMBER 70 BE SOUTHERN PINE No. 2 W/ SPECIFIC DENSITY OF 0.5.5 OR EQUAL J. MINIMUM PENETRATION OF LAG SCREWS INTO WOOD MEMBER TO BE 1 1/2'. 4' W000 STUDS REQUIRED 0 CORNER (TYPICAL) 2' r 2' x .125' Cont. Alum. TU3E (6063 -T6 ALLOY) /14' x 3/4 S. U. S. 06 0. C. 1/4' 0 x 4 LONG LAC SCREWS ✓ 0 6' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTWG WOOD STUD. J 1' x 4' WOOD STUDS � REQUIRED 0 CORNER (T ?ICS:) 2' x 4' WOOD STUDS / REQUIRED 0 CORNER (T�r'IG1 L) 1/4" 0 x 4' LONG LAC SCREWS 0 6" 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD STUD. / 14 x 3/4' _/ S. M. S. 0 6' 0. C. IILIEC O INC. T11-11T TESTING & ENGINEER/NO COMPANY 13107 A r . JMA St. P.. 117 - WON11.4 CACYM rt 1.1164 n+en■ 1 (JY.,?f71 -1330 . /it : (.105;4171-1131 L8 - 0005719 WALTER A. TYLLIT Jr.. P. E. fOQI04 L:c. r 44167 J JUN 0 7 2001 PLAN C (SECTION) L .. ` �I -- - BUILD -OUT SCALE' : 3 /5' = 1" / i ... .._ 0 0 0 8 . 2 0 - D &23.5 60mm SLAT ROLL -UP SHUTTER KY. se. 1 ROLLINGSHIELD, INC.. 8970 N.W. 119 STREET AriCarna Crxaa M.tLEAN. 410RLA 33018 OAR 4/77/D 2" x 4' STUDS WV. �. 1 2' x 4' WOOD STUDS REQUIRED 0 CORNER (TYPICAL) 1/4' I x 4' LONG '/ LAG SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD STUD. l "xJ'x1 /8 . 24'3'x1/8; ' � 3 - x3'x1 /8' OR 3 CONT. BUILD -OUT TUBE. MIAMI—DADE COUNTY a AS SNOi!N SCALE 5/2/00 DATE 00 -176 DRAWING No SHEET 11 ar 1 SLAT TYPE Mor. DESIGN LOAD . W" (p.s.I.) MAX /MUM SLAT SPAN • MINIMUM SEPARATION TO GLASS SINGLE & MULTIPLE UNIT • SINGLE & MULTIPLE UNIT •a SINGLE & MULTIPLE UNIT ••• 40.0 6' -8 "' , 3' - 3' , 45.0 6' -6' • 3' 3' 50.0 6' -3' . 3' 3' 55.0 6' -1 ' - 3' 3' 60.0 5'711' , 3' 3' 65.0 5' -9' . 3' 3' 70.0 5 -7' 3 3' 75.0 5' -6' . 3' 3' �0.0 5'_5 • • 3' J. 85.0 5' -3' - 3' 3' 90.0 5' -2' 3' 3' 95.0 5'_1' • 3- 3• 100.0 5' -0' • 3' 3' 105.0 4'711" " 3" 3' 110.0 4' -10' . 3' 3' 115.0 4' -9 3 3' 120.0 4' -8' - 3' 3' . 125.0 4' -8' - 3' 3' 130.0 4' -7' . 3' 3' 135.0 4'_5' • 3' 3' 140.0 4' -5' " 3' 3' 145.0 4' -5' • 3' 3" 150.0 4' 74' ' 3' 3' 155.0 4' -3' •• .Y J' 160.0 4• -2' . 3' 3' 165.0 4 - 3' 3' 170.0 4' -0' 3' 3' 175.0 4' -0' - 3' 3 180.0 3%-i 1' ; 3' 3' 185.0 3' -10' - 3' 3' 190.0 3' -10' - 3" 3' 195.0 3' -9 - 3' 3' 200.0 3' -9 3' 3' 205.0 3' -P" • 3' 3' 210.0 3 _8' 3" 3' 215.0 J• -7' , 3' 3' 220.0 3' - ?' , 3" 3 225.0 :• J' -6' , • 3" 3' / SLAT SPAN (ft.) MINIMUM SEPARATION TO GLASS 80' OR LESS 3" SLAT PERFORMANCE CHART MAXIMUM NEGATIVE 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) - - 1 C � SINGLE SPAN TABLE 1: SPAN LAYOUT C ❑ ❑ ❑ O ❑O ❑ ❑ C o 21 MULTIPLE SPAN • SP/:NS VALID FOR EVERY INSTr+L LAT70N LOCATED AT ANY ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM BACK OF SLAT TO CLASS. •• MINIMUM SEPARATION TO CLASS FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0 ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN THE Max. ALLOWED. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. IL EC O ,Mc. \ TILLJT TF'S11N0 at CNGiNCCRINO COMPANY sus Kr. Jaen St. S. 717 - MONA cmcoQ R urea new (>•7c;J471 -1130 . Ise : (..101:471-13J1 E8- 0006719 HALTER A TMLUT Jr.. P. L: 7•LORIGI Lie. 44157 •Y. r. IlisAr Mar &UV 4/77/01 JUN 60mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 0900 N.W. 119 STREET HLAL AN. FLORIC.4 33015 2001 MLAM1 -DADE COUNTY SA IT AS SHOirN SGI L[ 5/2/00 a re 00 -176 ORtWINC No SHEET 12 Of 16 MAXIUUM DESIGN 111'£ 1 STORM BAR 2' x 2' x .18,9" r TYPE 1 STORM BAR / 2" x .3' x .125' TYPE J STCRii BAR 7 2' x 4' x .123' LOAD l W _ (p.s.(.) - STCPM BAR SPACING STORM BAR SPACING . ..BAJR_SP_ CISC 4 3' -0" 3' TO 4' 4' TO 5' 5' TO 6' 6' TO 6.5' • 3' -0' 3' TO 4' 4' TO 5 5' TO 6' 6' TO 6.5' 4 - Y -0 .3' TO 4' 4' TO 5' 5' TO 6' 6' TO 6.5' 40 6' -0" 6' -0" 5' -0" 6' -0' . 6' -0" , 8' -0" 8' -0' 7' -7' - 7' -3 ". 7' - 1 • 10' -0' 9' -6 9' -0' 8' -7" 8' -7" 45 6 -0" 6' -0" 6' -0" 5 5' -10', 8' -0', 7' -9" . 7' -4'. 6'-11" 6' -8' 10' -0' 9' -3" E' -9 8' -4" - 8' -2" 50 6' -0" 6' -0 6' -0 - 5' -9' , 5' -7" , 8' -0' , 7' -7 . 7' -2' . 6' -7" 6' -4" 9' -8" 9' -0" 8' -6' 8'-1" 7 _g. 55 6' -0 6' -0 5'-11" 5-6' • ' 5' - 4 "- 7' -11 ", 7' -5' . C 6' -11 ; 6' -3" - 9' -6" 8' -10" 8' -4' 7 " -8" - 60 6' -0' 6' -O 5' -9" . 5' -3 " 5' -1" 7' -9' , 7 • 6' -7" • 6' -2" - 9•_3• 7' -5' - 8' I 6' -0" 6' -0" , 5' -7' • .5'-1" . 4' -10" 7' -7' . 7'-1" - 6' -4 "- 5' -9 • - 9'-1" r 8' -5" 7' -5' 7 - 70 6' -0' 5' 5' -4' . 4'-11 4' -8 "• 7' -6' • 6' -10 "• 6 5' -7" - 8 8' -3" 7' -6' 6' -10' - 75 6' -O' 5' -9' . 5' -2" ' 4' -9'. 4' -5', 7' -4" - 6' -7" - .5'-11' 5' -5" - 8' -9' 8'-1" - 6' -7" - ;0 6' -O" 5' -7' • 5 • 4' -7 ", 4' - 5' 7 - 3 '- 6 ' - 5' • 5' -9'. 5' -3' - 8' -7" 7' -10" 7' -0" 6' -5" - 85 6 -0 . 5 -5' - 4' -10" 4' - 5'. 4' - 3" 7' -1 " - 6' -2" - 5 5'-1" - 8' -6" 7' - 7 • 6 6' -2" - g0 5' -11', 5' -J" . 4' -9_, 4' -4 4' -2" 6' - 11" 6' -0' 5' -5 - - 4' -11' - 8' -4" 7' -5' 6' -7' 6' -0' - 95 ',5' -10 " 5' -2 "- 4' -7 ". 4' -2 ". 4' -O "- 6' -9 "- 5' -10 5' -3 "- 4' -9" - d' -J" 7' -2' ' 6' -5" 5' -10' - 100 5' -9" . 5' -0' 4' -6' , 4'-I . 3 6' - 7" - 5' -9' - 5' -1 •- 4' - 8" - 8.-7- 7' -0' 6' -3" •' -9' - 105 5' -8' , 4' -11 • 4' -4", 4' -0 "- 3' -10 6'_5•, 5' -7' . 5' -0'• 4' -7" - 7' -11" 6' -10" 6' -2" 5' -7 - 110 115 5. -6• • 5' - 5 . , 4' - 9 • • 4' - 8'' 4' -3" 4' - 3 ", 3' -11" 3' -9' - 6' -3', 5' -5 - 4' -10' 4' -5" - 7' -8" 6' -8• 6' -0• 5' -5 - 3' - 10'- 3' - 8', 6'_2 ", 5' -4 "- 4' -9'- 4' -4" - 7' -6' 6' -6" 5' -1D' 5' -4" - 120 5' - 3' , 4' -7` . 4' 3' -9" - 3' -7', 6' -0• 5' -3' - 4' -8"• 4' -3' - 7' -5" 6' -5 5 -9" 5' -3' - 125 5' -2" • 4' -6" - 4' -0" , 3' -8" - 3' -6" , 5' -1 1 ' 5' -1 - 4' -7'_ 4' -2' - 7' -3 6' -3" 5' -7" 5'-1" - . 1 5'-1" , 4' -5' , 3 3' -7' . 3' -5" . 5' -g', 5' -0' - 4' -6'_ 4 - 7'-1" 6' -2" 5' -6" 5' -0 - 135 5' -O" , 4 _ 3 3' -6' . 3 -5" • 5' -8" - 4'-11" 4 . 4' -0" - 6'-11" 6' -0" 5' -5" 4'-11" - 140 145 4'-11"- 4' -10' . 4' -3' • 4' -2" , 3' -9' ' 3' -9" - 3' -5' - 3'-4" = 5' -7 "' 4' -10 - - 4'-4' 3' -1 1 - 6' -10" 5'-11' 5' -3' 4' -10" - 3' -5' , 3' -3' , 5'_6', 4' -9' , 4'-3 3' -10' - 6' -9" 5' -10" 5' -2" 4' -9" - 150 4 -9" - 4 -1" , 3' -8 ..V-4 . 3' -2'• 5'-.5' 4' -8" - 4' -2• 3' -10" - 6' - 5' -9' 5' -1" 4' -8" - 155 4' -8" - 4' , 3' -7 ", 3' -3 ", 3' -2 " 5' -4' - 4' -7" „ 4'-1"- 3' -9' - 6' -6' 5' -7" 5' -0" 4' -7 - 160 4 -7 - 3 -" 1 , 3' -6' , 3' -3' - 3'-7. .. 5' -3' , 4' -6 4' -0" 3' -8" - 6' -5' 5 -6 4'-11" 4 -6" 4 -5 4 -5' - - - 165 4' - 6" , J - 3' -6" . 3' -2' , 3'-1" 5' -2" , 4' -5', 4' -0'. 3' -8" - 6' -3" 5'-5 4' -10' 4 -10 170 4' -5' - • 3' -10', 3' -5 ". 3' -2' , 3' -0" ; 5'-l' - 4' -5 "" 3 3' -7' - 6' -2' 5 -4 175 4' -4' - 3' -9" - 3' -5" • 3 - 3' -0" , 5' -0' - 4' -4 "- 3' -10' 3' -6" - 6' -1 • 5' -3 4` -9 4'-4 - 180 4' -4" - 3' -9" , 3' - 4" , 3' -1" . 2' -ll ", .4'-77; 4' -3 - - 3' -10' 3' -6" - 6' -0' 5' -.3" 4 -8 4 -3 - 185 4' - 3' - 3' -8' - 3'-4 "- 3' -0'. 2 ' - 1 1 ' . 4' -10" 4' -2' 3' -9'. 3' -5" - 5 ' - 1 1 " 5' -2" 4'_7' 4 -2 - 190 4 -2' - 3.' -8" - 3' -3' • 3' -O' , 2' -10'- 4' -9' - 4' -2' - 3'-9". 3' -5" - - - 5' -10' 5' -9" 5' -9" 5'-1 5' -0 4 4' -6" 4' -6' 4' -5" 4 -2 4' -1 4' -0 - - - 195 4 . - 2 " , J' -7 ° • 3' -2' 2 ' - 1 1 ' , 2' -10', 4' -9', 4 ' - 1 " - 4' -0' - 3 ' -8 "- 3' -7'. J'-4' 3' -4' 200 205 4'-1" - 4' - 0" - 3' -6' - J' -6 - 3 -2 ° - 3' -2' - 2 2' -10 ", 2' -9" - 4' -8' - 2' -9' - 2' -9" , 4' -7' - 4' -7', 4' -0" - 3'- 1 1 ': 3' -7: 3' -6 3'-.3 3' -3' - - 5' -5" 5' -7 4 4' -10' 4' -4' 4' -4" 4' -0" 3' - - 210 4 -0" ' 3 -5" , 3 2' -10 "• 215 3' -11" 3 -5 - 3` -1" - 2' -9" • 2' -8' - 4' -6 ° - 3' . J' -6• 3 -2' - 5' -6 4 -9 4' -3' 3 -11 - 220 J -11" 3' -5' , 3' -0' , 2' -9' , 2' -8" . 4' -5' - 3'-10" , ' 3' -5" 3' -2 - 5' -5" 4 -9 4'_3' 3' -10 - 225 J' -10 ", 3' -4' • 3' -0' 2' -9' - 2 -7" ' 4' -5' -. 3' -10 3' -5" 3'-1" - 5' -5' 4 -8 4' -2' 3 -10 - STORM BAR LOADING CHART / MAXIMUM DESIGN PRESSURE RATING "W" •. 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) • MAX. SPAN FOR STORM BARS W /REGULAR CONCRETE ANCHORS • STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. J / !IL IEC0INC. 71LLfT TESTING t £HOTNE£RINO COLIPhNY Mal 2/. .36Th. St. Sl.. 2 WM044 GMC 7S. FL a1154 Piton* : 067)471 - rn.: (167)71 -1171 (8- 0006719 PALTER A 77LUT Jr. P. E. FIOR1O Lic. / 44167 60mm SLAT ROLL -UP SHUTTER WV. Ma i ROLLINGSHIELD, INC. mp1l /IM 8900 H.W. 119 STREET . • HLILEAH, FL0R1AI JJ018 &. Tr 4/77/01 • __._JUN 200.1 ,... r :r f ACC H ..::t E :;:. (') 23. GS MIAMI-DADE COUNTY KV. r GOUR10/ AS 5140wN SCALr 5 /2/00 DA Tr 00 - 176 DRAWING No S1i£ET 13 OP 16 MAXIMUM DESIGN LOAD "V/" (P. s. f.) n ,( 4 STORM 8AR 2' x 4" x .250' TYPE 5 STORM BAR (2) 2' x 3" x .125 TM( 6 STGR.1 B4.4 (2) 2' x 4' x .250' 57GRM BAR SPACING STORM BAT SPACINC • STORM BAR sPACWC • t 3' -0" 3' TO 4' 4' TO 5' 5' TO 6' 6' TO 6.5' t 3' -0' 3' TO 4' 4' TO 5' _ 5' TO 6' 6' TO 6.5' t 3' - 0' 3' TO 4' 4' TO 5' 5' TO 6' 6' TO 6.5' 40 11' -10` 11' -0` 10' -5" 9' -11" 9' -11" 10' -J', 9' -6'. 9' -0 ", 8' -7' 8' -5', 14' -1 13' -1 ", 12' -5:- 11' -10", 11' -T, 45 11' -6` 10' -8' 70' -1' 9' -8 9' -8' 9' -11' 9' -3' - 8' -9_ - 8' -4" 8' -2', 13' -8 ° / 12 12' -0 ", 11' -5` 11' -3". 50 1 1 ' -2" 10 9' -10" 9' -5" 9' -5' 9' -8" •• 9' -0" , B' -7` - 8 8'-0"/ 13' -4'/ 12' -5 ,' 11 1 1 ' -2" 1 1 ' -0 ", 55 1 0 ' - 7 1 " 10' -2' 9' -7 9' -2' - 9' -5 ", 8' -9 ", 8' -4', 7 , - 1 1 " - 13' -0' 12' -1 ✓ 1 7 ' - 5 ` 10' -11; - 60 1O' -8" 10' -0" 9' -5" 9' -0' - 9 -3" , 8' -7'- 8' -1 "- 7' -9 "- - 12' -9, 11 -10> 11' -2; 10' -8' - 65 10' -6" 9' -9" 9' -3' 8' -10" - 9 ' - 1 " , 8' -5 "- 8' -0 ". 7' -7 "- - 12' -6', 11' -7 "✓' 11' -0" 10' -6; - 70 10' -4" 9' -7" 9' -1" 8' -8" - 8' -11', 8' -3 ". 7' -10" 7' -6 "- - 12' -3'✓' 11' -5',, 10' -9` 10' -4" - 75 10 9' -5" 8 8' -6" - • B' -9" - 8 7'_8 . 7 - 12' -0" ✓ 11 10' -7" 10' -1 ' - 80 9 ' - 1 1 " 9' -3" 8' -9" 8' -4" - 8' -7 ". B' - 0' - 7' -7"- 7'-3 - 11 11' -0'„ 10' -5; 9 - 85 9' -10" 9 8' -8" 8' -3" - 5' -5' / 7' -10' 7 7 - 1 1 ' -8 "✓ 10' -10' 10 9'- 1 0 ' - 90 9' -8' 9' -0' 8' -6' 8' -0 - 8' -4 , 7' -9" • 7' -4' 6'- 1 1 : - - 95 9' -6" .8 5 7' -9" - s'-.3 7' -8" • 7 6 -9 ; - 11 10' -7 "/ 10' -0', 9' -5' _ - 100 9' -5 8' -9" 8' -3" 7' -7' - 8' -1 ", 7' -7", 7' -2'. 6 -7 " - 11' -2 " 10'-5 9' -10: 9' -5'- - 105 9 8' -8" 8 7' -5" - 8' -0` , 7 7'-1"' 5'-.5", - 1 1 ' -1 `/ 10 9' -9', 9 - 1 10 9' -2' 8' -7" 7 7 - 7' -11 '' 7'_5" . 6 , 6' -3'.- - 10 10' -2'.. 9' -7' - 9 - 115 9' -1` 8' -6" 7' -9" 7' -1' - 7' -10', 7' -4"• 6' -9 "- 6' -2 - - - 10' -70;, 10 9' -6', 9' -1 "_ - 120 9' -0" 8 -4" 7' -7" 6 - 7' -9" , 7' -3 6' -7`- 6' -0 "• - 10' -8' 9.-11' v 9' -5' , 9' -0' , - 125 8 8' -3" 7' -5" 6' -9" - 7' -8" , 7' -2 "• 6' -6'- 5 , - 10' -7'✓ 9' -10 ", 9' -4' e'-11' - 130 8' -10 8' -2" 7' -3" 6' -8" - 7' -7', 7'_1', 6' -4"- 5 -9- - 10' -6 "., 9' -9 ",, 9' -3' 8 - 135 B' -9 8' -0" 7' -2" 6' -5' - 7' -6 ' , 6' -11" 6' -3' S -B .. - 10' -5 - , 9' -3' 9' -2', 8' -9 - 140 8' -8' 7 7' -0" 6' -5" - 7' -6" , 6' -10 ". 6 5' -7 : - 10' -4',, 9' -7 "v 9 -1 , 8' -8', - 145 8' -7" 7' -8" 6 6' -3 ". - 7' -5" , 6' -8" ' 6' -0" 5 -b - - 10 9' -6' ,/ 9' -0 " , 8' -7", - 150 8' -6" 7' -7" 6 6' -2' _ 7'-4" ^ 6' - 7" . 5 5.-5. - 10 ,, 9' -5', 8 8 - 155 8' -5" 7' -5" 6' -8" 6' -1' - 7' -3` - 6' -6 "- 5' -70' 5' -4 "/ - 10 -0', 9' -4 "' B' -10' 8' -5', - 160 8' -4' 7' -4" 6' -7' 6' -0' - 7' -3` - 6' -5` 5' ' 5' -3 ". - 9' -11', 9' -3 ",, 8' -9', 8' -4', - 165 8' -4' 7' -3" 6' -5' . 5 -11" - 7' - 2" - 6' - 3 "- 5' - 7'-- 5' -2" _ - 9 -1 1 -- 9' -2" ✓ 8 -8 _ B -4 , - 170 8' - 3" 7 6 5 -10' _ 7 - 6' -2 "- 8'-6 5 - 9' -10'✓ 9' -2 , 8' -8 ,, 8' -3 `- - 175 8 7' -0" 6' -3' 5' -9' - 7' -1 " ' 6' -1 ' 5 -6'- 5' -0' - - 9' -9' ,, 9' -1 " ✓ 8' -7' 8 -2 - 180 8' -0" 6' -1 1 - 6' -2' 5' -8' _ 6' -1 1 ' 6' -0 ", 5' -5' 4 _ - 9 -8 _ , 9' -0 , 8 -6 , 8 -1 - - 185 7 -10 6 -10 6 5' -7" - 6' -10'. 5'-11' - 5' -4 -, 4'- 10 - 9 - 7 ,/ 8 ,. 8 -5 , 8 -0 , - 190 7' -9" 6' -9" 6' -0' 5' -6" - 6' -9 ". 6' -8" 5 5' -9" 5'._3'_ 5' -2'. 4 -9 _ 4' -9 . - - 9 ' -6 ./ 9 -8i B' -11, 8' -10', 8 -5- 8' -4, 7' -11„ 7 -9 , - - 195 7' -8' 6' -8' 5 5' -5` _ 200 7' -7" 6' -7" 5' -10' 5' -4" - 6 5 5 4 - 9 -5 ✓ B' -9' , B -3 7 -8 - 205 7' -6 6' -6 5 5' -3' _ 6' -6" 5' -8 "- 5' -1" 4' -7 ", - 9' -4 ,, 8' -9' ' B' -3' 7' -7 . - 210 7' -5" 6' -5` 5' -9' 8' -3" _ 6' -5 = 5' -7" 5' -6 ` 5' -0" 4' -1 4' -7 ", 4' -b - - 9' -4 ", 9 -3 ,, 8 -8 , 8 -7 ' 8 -2 - - 8 -1 - 7 -6 - 7 -5 ., - - 215 7' -4" 6' -4" 5' -8' 5 -2' _ 6' -4 - 220 7 -3 6 -2 5 -7 5 -1' _ 6' -3 ° - 5' -5" 4' -10' 4' -5 • - 9' -2., 8' -7 ° , 8 -0 , 7' -4 ° , - 225 7 -2' 6' -1 " 5' -5 5 -1 " _ 6' -3" 5' -5" 4'- 10' 4' -5 " - 9 -2 " 8' -6" / 7 -11 - 7 -3 , - STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" •. s. f. AND CORRESPONDING MA XIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) MAX. SPAN FOR STORM BARS W/REGULAR CONCRETE A ° STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. / 1T 1 iENC. \ TIIJJT TESTING t [ N0INEER/NO COMPANY e1112 K re. Seth. Sr. St.. 217, NWM RC ueorM 13114 n 1f1 Pnw.: (742).1171-/120 . r,. (icc)e71-1571 EB- 0006719 WALTER A VEER Jr. P. E. fLORIOA L'c. / 44157 MM. M- 60mm SLAT ROLL —UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 179 SMELT HNLEA4, FLORIDA MO 1 el belt 00 -Ok 3. OS MIAMI —DADE COUNTY r belt AS SHOWN SCALE 5/2/00 0.4TE 00 -176 DRAWING No SHEET 14 Of 16 MAXIMUM DESIGN LOAD V" (p.s.f.) TYPE 4 STORM BAR 2' x 4' x .250' TYPE 5 STORM BAR (2) 2' x 3" x .125' TYPE 6 STORM 8R (2) 2' x 4' x .250' STORM BAR SPACING STORM BAR SPACING STORM 847 SPACING < 3' -0' .3' TO 4' S 3' -0" 3' TO 4' ( 3' -0" 3' TO 4' 40 10' -4 "- 7' -9 "_ 10' -3 ", 9' -6, 14' -1'_ 12' -1 ". 45 9' -2" - 6'-11"- 9'-11"- 8'-117 13' -8'_ 10' -8' - 50 8' -3" - 6' -2" . 9' -8" 8' -0" 12'-10', 9' -8" - 55 7' - 6" -" 5' -8 " 9' -5 "- 7' -3 °. 11' -8" 8' -9' - 60 6'-11", 5' -2 "' 8' -11", 6' -8 "- 10' -8', 8' -0' , 65 6' -4' - 4'-9"' 8' -2" , 6' -2 "- 9' -1 1 ' . 7' -5' - 70 5'-11".. 4' -5 "• 7 5' -9" 9' -2" - 6' -11' 75 5' -6" ' 4'-1" 7'-1"- 5' -4" 8' -7" " 6' -5" MAXIMUM DESIGN LOAD TYPE 1 S7ORM BAR 2' x 2" x .768" TYPE 1 STORM BAR 2" x 3" x .725" TYPE 3 STCPLI BAR 2" x 4' x .125' STCRN 54R SPACING STORM BAR SPACING STORM SR SPACING 3' -0" 3' TO 4' S 3' -0" 3' TO 4' .4 3' TO 4' 40 - 4' -5" - .3' -4 "- 8'-0"-- 6' -0" „ 10'-0"- 7' -9" - 45 3' -11', 3 ' -0 " 7' -1 "- 5' -4" - 9' -2', 6' -11 "- 50 3' - 7" - 2' -8" 6' -5 "' 4' -10 "- 8' -3" . 6 ' - 2" - 55 3' -3' . 2' -5" 5' -10 ". 4' -4" .., 7' -6 "- 5' -8", 60 3' -0" , 2' -3" 5' -4' ' 4' -0" -, 6'-11" 5' -2 "- 65 2' -9 ", 2' -1" 4' - 11 " 3' -8" „ 6' -4 "- 4' - 9 "- 70 2' -6" . 1' -11" 4' -7' - 3' -5" - 5' - 11 , 4' - 5 "- 75 / 2' -4', 1' -9 " 4' -3 "' 3' -2 "i 5' -6 ":• 4' -1 " XIMUM SPAN "L" FOR MAXIMUM SPAN "L" FOR CING. 1 TE NC.\ nLUr TESTING * ENCINEERINO COMPANY 0.:07 M.W. NM. ST., St. 44 217, W GARCONS St JJ10/ Pn (.) ery : 08)071 -1370. Sax , 0o7)671 -17J1 EB- 0006719 WALTER A. nLLIT Jr. P. E. FLORIDA Lie. / 44167 LAY. M. /[70.171221 COOL¢ 1[ 4/77,07 SOUTH c y JUN 2001 .� ACCfi:Lth -o 2 3 .oS MAW -DADE COUNTY 60mm SLAT ROLL —UP SHUTTER ROLUNGSHIELD, INC. 8900 N.W. 119 STREET HALVE. ELOR!04 33016 MAY. MY • ICIOIFTER MR AS SHOWN SCALE 5/2/00 CITE 00 -176 ORAW1NC No SHEET 14.4 OF 1 STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING M A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) MAX. SPAN FOR STORM BARS W /SPRING - LOADED SYSTEM STORM BAR SPACING' SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING A GIVEN TYPE OF STORM BAR AND STORM BAR SPA (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) MAX. SPAN FOR STORM BARS W /SPRING - LOADED SYSTEM STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. MAXIMUM DESIGN _ LOAD 'V/ (p.5.!.; TYPE 1 HEADER 2" x J' X .125' TYPE 2 HEADER 2` x 4' X .125' TYPE 3 HEADER 2' x 4" X .250' STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT 4' 5' -0" 5' TO 7' . 5' -0" 5' TO 8' c 6' -0' 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 40.0 11' -4'- 9' -8` , 13' -6`. 11' -2 ", 14' -11" 1J' -10' 13' -1" 6' -E" - 6' -0' 45.0 10' -9 "' 9'-1" , 13'- l '- 10' -6`- 14' -5' , 13' -5 "' 12' -6" _ 11'-5" - 10' -7 ". 50.0 10' -3 "' 8' -8" - 12' -7 "., 10' -0 ", 14'-1` - 13' -1 ", 11' -11 .. 10' -10'_ 10'-1" , 55.0 9' -9" - 8' -3` , 12' -0 ,, 9' -6` , 13' -9' - 12' -8`, 11' -4', 6' -2`• 5 60.0 9' -4` , 7' -11'- 11' -6`, 9' -1 ", 1J' -5 " 12' -2" , 10' -10" 9' -11"' 9' -2' _ 65.0 8'-11' , 7' -7" - 11'-1" . 8' -9' - 13'-2", r ! 10'-5"- 9' -6" - 8' -10 `- 70.0 8 " -8" 7' -4" ., 10' - B', 8' -5 " 12' -11" 11' -3' - } 10' -1'_ 9'_2' 8'_6' - 75.0 8"-4" / 7 - 10' -J'/ 8' -2' , 12'-6" - 10'-10", 9' -9" - 8'-10" , 8' -3' - 80.0 8' -1 / 6' -10` - 10' -0`, 7' -10 ", 12' -2` - 10' -.6`, 9' -5 "- 8' -7" - 7'-11"-- 185.0 7' -10' / 6' -7` - 9' -8" ✓ 7' -8' - 11'-9", 10' -2" - 9'-1", 8' -4" - 7' -9" - 90.0 7' -7" , 6' -5 - • 9'_5 7'_5• ' 11' -5 - S' -ii . s'-lb" . - 7' -6" - 95.0 7'_5" / 6'_J - 9' -2'- 7' -3" 11' -2" - 9' -8' - 8' -8` - 7'-11"... 7' -4" - 100.0 7'-3" , 6'-1" , 8'-11`.- 7'-1 , 10'-10", 9' -5" . 8' -5" - 7'-8" ' 7' - 105.0 7'-1" / 6' -0" , e'-a 6'-10", 10' -7 - 9' -2" - 8' -3" , 7' -5" - C-11% 110.0 6' -11" , 5' -10 "- 8' -6 " 4' -10" 7' -5" • 6' -5' " 5' -10 "' 5'-4" 4 - 115.0 6' -9' - 5' -8" / 8' -4 " -• 6'_7' - 10' -2" - 8' -9" • 7' -10" - 7' -2" - 6' -8'- 120.0 6' -7" , 5' -7" - 8' -2 "✓ 6' -5" - 9'-11", 8' -7" - 7' -8" - 1 7' -0" - 6' -6 " 125.0 6' -6" . 5'-5"" 8' -0 " 6' -4" . 9' -9" - 8' -5` - 7' -6" , 6'- ]0 "- 6"-4"- 130.0 6' -4" - 5' -4 "' 7' -10- 6' -2" - 9' -6` - 8' -J' - 7' -5' 6' -9` - 6' -3" 5' -3' / 7'-e - 5"-1" • 9'-4 , 8'-1" / 7' -3' 6' -7" 6"-1" MAXIMUM DESIGN _LOAD "W (P. s. f.; TYPE 1 HEADER 2" x 3' X .125' TYPE 2 HEADER 2" x 4' X .125' TYPE 3 HEADER 2' x 4" X .250" STORM BAR HEIGHT STORM BAR HEIGHT STORM BAR HEIGHT ' 5' -0" 5' TO 7' ‘ 5' -0" 5' TO 8' t 6' -0' 6' TO 8' 8' TO 10' 10' TO 12' 12' TO 14' 140.0 6'-1" - 5' -2 ".. 7'-5"- 5' -1 1 ' 9' -2" - 7'-11", 7 6' -E" - 6' -0' 145.0 6'-O' - 5' -1'- 7' -5 ° - 5' -10: 9' -0' - 7' -10'- 7'_0•' 6' -5'. 5' -11'- 150.0 5'-11" - 5' -0" - 7' -3'. 5'-9'.- 8'-10" - 7'-8 . 6' -10" 6' -3'. 5'-10" , 155.0 5' -10" - 4' -11`- 7' -2 "' 5' -8 "- 8' -9' - 7' -7 "' 6' -9" 6' -2`• 5 5' -9' - 4' -10' ,, 7"--1" - 5' -7 "- 8' -7' .- 7' -5', 6"-8". 6'-1", 5' -7' 165.0 5' -7" , 4"-9 6"-11". 5' -5'. 8' -5' 7"-4"- 6' -7'' 6' -0'- 5' -6' • 170.0 5'-6' ' 4'-8"- 6' -10 5' -5 "- 8' -4'' 7' -3 ". 6 5'-11'. 5' -5" - 175.0 5' -6' - 4' -7 "' 6' -9" 5' -4- 8' -3'- 7' -1'- 6' -4'. 5' -10' 5' -4'- 180.0 5' -5' ' 4' -7" -' 6' -8'. 5' -3 ", 8'-1"- 7' -0'- 6' -3' _ 5 ' 5' -4' , 185.0 5' -4' „ 4' -6`- 6' -7'- 5' -2`- 8' -0'- 6' -ll', 6' -2' 5' -8'-• _. 5' -3 -, 190.0 5' -3" 4' -5' .- 6' -6 "- 5'-l'- 7'-11'- 6' -10'' 5'-1" 5' -7 "' 5' -2', 195.0 5' -2' - 4' -4'- 6' -5 "- 5"-1% 7' -9" - 6' -9 "' 5' -5 " 5' -1'- 200.0 5' -1', 4'-4"`" 6' -4 "- 5' -0 "- 7' -8'' 6' -8" - '5' -ll'- 5' -5 "- 5' -0•- 205.0 5' -1'- 4' -3` , 6' -3'- 4'-11t 7'-7'- 6' -7" ' 5'-11", 5' -4" 5' -0' - 210.0 5' -0', 4' -3" _ 6'-2' 4' -10" 7' -5" • 6' -5' " 5' -10 "' 5'-4" 4 - 215.0 4' -11'., 4' -2" 6' -l'' 4' -lO' 7' -5" - 6' -5 "- 5' -9" - 5' -3' 4' -10 "- 220.0 4'- 10' - 4 _ 6' -0 "- 4' -9'- 7' -4' - 6' -4' S' -8'_ 5' -2' 4' -1G'- 225.0 4' -10' - 4'-1"- 5'-11", 4' -8'- 7' -3" ' 6' -3" , 5' -7',- 5 -l 4' -9 ' HEADER LOADING CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF HEADER. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) V ECO INC. \ TILLIT TESTING t E?ICINEERfNO COMPANY 11.0.5 KM. JE+A. St., ST. 217. N M , R PG� CARCO JJI "ono : (,Wp71 -13 !s : 0071d71 -1101 EH- 0006719 WALTER A. TILL? Jr. P. E. FLOOR /CA LTc. / 44167 IC". M. 60mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET ' MALEAH, f ORCA JJ018 A. TT 4/77/01 m1ti111GY NT 00 0823:0_S MIAMI -DADE COUNTY AS S.`1GwN sGtEE 5/2/00 GATE 00 -176 DR.I MHG No SHEET 15 Of 16 MAXIMUM DESIGN LOAD w (P. s. (.) TYPE 1 MULLION J' r 4' x .125' TYPE 2 MULLION 4' r 4' x .250' TYPE 3 MULLION 4' x 6" i .250' ICIL/11ON SPAC NC IIUL UDN SPACING MULLION SPACING C 4' - G` 4' TO 5' 5' TO E' 6' TO 8' r 4' -0' 4' TO 5' 5' TO 6 6' TO 8' c 4' -0" 4' TO 5' 5' TO 6' 6' 7D 8' 8' TO 10'10' TO 12 40.0 9' -8` 8' -4' 7' -10" 8' -2" 11' -9" 10' -11 10' -3" 10' -8" 16' -4" 15' -2" 74' -3" 14' -10' 13' -10 13' -0" 45.0.. 8' -8 "• 5' -0" 7' -7" 7' -10' 11' -J` 10' -5" 9' -10" 70' -3" 15' -8" 14' -7" 13' -9" 14' -4" 13' -3" 12' -6• 50.0,, 8' - 4 ". 7' -9" 7' -3" 7' -7" 10 10 9' -5' 9 15' -2" 14' -0" 13' -3" 1.3 12' -10 12 55.0 8' -1. 7' -6" 7' -1" 7' -4" 10' -7" 9' -1O` 9' -3" 9' -7" 14' -8' 13' -8` 12' -10' 13' -5" 12' -5" 11' -8' 60.0 7' -10' 7' -3" E' -10` 7' -2' 10' -3" 9' -6" 8' -i1' 9' -4" 14' -3' 13' -J" 72' -5' 1J' -0' 12' -1" 11' -4' 65.0 7' -8" 7' -1" 6' -8" 7' -0" 10' -0" 9' -3" 8' -9" 9' -1" 13' -11" 12' -11" 12' -2" 12' -8" 11' -10 11' -1" 70.0 7 6 6' -6' 6 9' -9' 9' -0' 8' -6" 8' -10" 13' -7" 12' -7" 11 '- 10' 12' -4" 1 1 ' -5" 10' -9" 75.0 7' -3" 6' -9" 6' -4" 5' -5" 9' -6" 8' -10' 8' -4" 5' -5' 13' -3" 12' -3" 11' -7" 12' -1" 11' -2' 10' -6" 80.0 7' -2` ' - 6' -7" 6' -3" 6' -6" ,9' -4" 8' -8" 8' -2' 8' -6" 12' -11" 12' -0" 11' -4" 11' -10 11' -0" 10' -4` 85.0 -0 6 -6 6 " -1 6' -4" 9' -2" 8' -6' 8' -0` 8' -4" • 12' -8" 11' -9" 11' -i" i 1' -7" 10' -9" 10' -1' 90.0 6' -10' 6' -4" 6' -0" 6' -3' E' -11" 8' -4" 7' -10' 8' -2" 12' -5" 11' -7" 10' -11' 11' -4" 10' -6" 9' -11" 95.0 6' -9' 6' -3" 5' -11' 5' -2' 8' -10" 8' -2" 7' -8' 8' -0' 12' -3" 11' -4' 10' -8" 11' -2" 10' -4" 9' -9" 100.0 6' - 7" 6' -2" 5' -9" 6' -0' 8' -8" 8' -O' 7' -7" 7' -71" 12' -0" 11' -2" 10' -5" 11' -0" 10' -2" 9' -7" 105.0 6 - 6 ": 6' -1" 5' -8` 5' -11' 8' -6" 7' -11" 7' -5" 7' -9" 11' -10" 11' -0" 10' -4" 10' -9' - - 110.0 6 -57. 5' -11' 5' -7' 5' -10" 8' -5" 7' -9" 7' -4" 7' -8" 11' -8" 10' -10' 10' -2' 10' -7' - - 115.0 6' -4' 5' -10' 5' -6' 5' -9' 8' -3" 7' -8" 7' -3" 7' -5" 11' -6" 10' -8" 70' -0" 10' -6" - - 120.0 6' -3"• 5' -9" 5' -5" 5' -8" 8' -2` 7' -7' 7' -1" 7' -5' 11' -4" 10' -6" 9' -11' 1O' -4' - - 125.0 6' -2' 5' -8' 5' -4' 5' -7' 5' -G` 7' -5" 7' -0" 7' -4" 11' -2" 10' -4" 9' -9" 10' -2' - - 130.0 5 5' -8" 5' -4' 5' -5" 7'-11 7' -4' 6'-11" 7' -3' 11' -O" 10' -3" 9' -5" 10' -0' - - 135.0 6' -0' 5' -7` 5' -3" 5' -5" 7' -10' 7' -3' 6' -10" 7' -2" 1 0 ' - 1 1 " 1 0 ' - 1 " 9' -6" 9 ' - 1 1 ' - - 140.0 5 ' - 1 1 ' 5' -5" 5' -2" 5' -5' 7' -9" 7' -2" 6' -9" 7' -1` 10' -9' 10' -0" 9' -5' 9' -10" - - 145.0 5' -10 5' -5" 5' -1" 5' -4' 7' -5" 7' -1' 6' -5" 7' -0" 10' -8" 9' -10` 9' -3" 9' -8" - - 150.0 5' -9' 5' -4" 5' - 1" 5' -3'. 7' -7" 7' -0' 6' -7" 6 ' - 1 1 " 10' -5" 9' -9" 9' -2" 9' -7' - - 155.0 5' -9' 5' -4" 5' -0" 5' -3' 7' -6" E ' - 1 1 ' 5' -5" 6' -10' 10' -5" 9' -8" 5 ' - 1 " 9' -E' - - 160.0 5' -8' 5' -3` 4'-11 5' - 2' 7' -5" 6' -10" 6' -5" 6' - 9" 10' -J' 9' -7" 9' -0' 9' -4" - - 165.0 5' -7" 5' -2" 4 ' - 1 1 " 5' -1" 7' -4" 6' -10` 6' -5" 6' -8" 10' -2" 9' -5" 8 ' - 1 1 ' 9' -3` - - 170.0 5' -7' 5' -2" 4' -10" 5 ' 7' -3" 6' -9" 6' -4" 6' -7" 10 9' -4' 8'- 1 0 ` 9' -2" - - 175.0 5' -6' 5 4' -1G" 5' -0' 7' -2" 6' -5 6' -3" 6' -6" 10' -0" 9' -3" 8' -9" 9'-1' - - 180.0 5'-5' 5"--1' 4' -9' 5' -0' 7' -1 " 6' - 7 ° 6' -3" 6' -6" 9'- 1 1 " 9' -2" 8' -8" 9' -0" - - 155.0 5'-.5" 5' -0" 4' -9" 4'- 1 1 " 7 6' -5' 6' -2" 6 -5' 9 9 8' -7' 8'-11 - - 190.0 - - 5' -4" 5' -0` 4' -8" 4' -10" 7' -O" � 6' -6" 6 -1' 6' -4 ' ' " 9 -9 9' -0` 5 8' -10' - - 195.0 5' -4" 4' -ii" 4' -8" 4' -10" 6' -11" 6' -5' 6' -1. 6' -4` 9' -8' 8' -1! " 8' -5" 8' -9" - - 200.0 5' -3' 4' -11' 4' -7' 4' -9" 6' -10" 6' -4` 5' -O" 6' -3" 9'-7' 8' -10' 8' -4" 8' -8" - - 205.0 5' -3' 4'- 10' 4' -7" 4' -9' 6 6' -4' .5.-11" 6' -2" 9' -6' 8' -9` 8' -3" 8' -8' - - 210.0 5' -2' 4' -10' 4' -6" 4' -9" 6' -9" 6' -3' 5' -11' 6' -2" 9' -5" 8' -8' 8' -2 8' -7' - - 215.0 5' -2' ' 4' - 9` 4' -5" 4' -8` 6' -8" 6' -3' 5' -10' 6' -1" 9' -4" 8' -8` 8' -2' 8' -5' - - 220.0 5 1 4' -9" 4 4' -8' 6' -8" 6' -2' 5' -10 C-1" 9' -J' 8 -7' 8'-1 8' -5' - - 225.0 5 4' -8" 4' -5' 4' -7" ' 6' -7' 6' -2.' 5' -9" 6' -0' 9' -2' 8' -6" 8' -0" 8' -4" - - MULLION LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L "(Ft) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (Ft.). (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) NOT" 5 • REFER TO ELEVATIONS ON SHEET 1 OF 16 1 -. FOR MUIIIONS INSTAIICr W/0 STORM BAPS A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SNAL L NOT BE EXCEEDED 2 -. FOR MU IONS INSTAI I F!) W/ STORM PAS & HEADFRS A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED B) STORM BAR SA'ACINC SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED IILIEC TILL(T TESTING & ENG,INEER/NO COMPANY ivy M W. JIM St. Sr. 217 - w 444 G.PCOC. n ,u ) 11 Prone : (347,b11 -1331 . rer : (305)171 -133 / EB- 0006719 WALTER A. 11LUT Jr.. P. E. • - f1OR1C.l Uc. 44167 60mm SLAT ROLL -UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET HVL£AR, FLORl.4.301 " 3 oWrMot Itri:'.. D JUN 0 �72001 r ACCEPT , c i. . G 6 -OkZ� bS rK 4/J7/O /M ti 3 YOONif MAW-DADE' COUNTY AS SHOi4N SCALE 5/2/00 OA TE 00 -176 ORAWING No SNECT 18 OT 15 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat . 2 Time Type Insp'n Permit No. Name Address 10 "' e. 1 � A Compan Approved Correction Re- Insp'n Fee Phone # tv Ds? 1, For Inspector:3) Name °3