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1421 NE 101 St (10)Job Address / �/ 1 ®� " 'lax Folio / Eg0 (c ;--0 © (?e C' Legal Description L at Mao perA= Date Ownerlkafir/-Trer>: Owner's Address Contracting Co. `S--..c P tu C� Qualifier State # CCCC:C. A itect/Engineer L (�' s Address t 23 SS -x. ,rn \ #\m t Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING WORK DESCRIPTION Square Ft. aa3 lawsr -:'isting ture of own r7 FEES: PERMIT z J RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Municipal # Date Date Notary as to Owner and/or Condo President My Commission Expires: OFFICIAL NOTARY SEAL C R CURTIS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC535932 MY COMMISSION EXP. FEB 28,2000 Historically Designated: Yes No S APPROVED: - / Zoning Building �r1 / Mechanical Plumbing S Master Permit # Phone 7 Address SSD P‘1.�St ,\c‘AllandaL . SS# - Phone 3S - SR - SST Competency # Ins. Co. MECHANICAL ROOFING P VING FENCE SIGN teiWattr Estimated Cost (value) 3,135 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable nstruction and zoning. Furthermore, I authorize the above -named contractor to a the work stated. I /�i'�iRf� i6IS Owner- Builder Date NOW ■ Notary as to Contractor or Owner - Builder My Commission Ene iroa: OFFICIAL NOTARY SEAL C R CURTIS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC535932 MY COMMISSION EXP. FEB 28,2000 C.C.F. ' L O NOTARY BOND TOTAL DUE 67 - Electrical Electrical 2- - -925 Date Engineering NOTICE OF COMMENCEMENT ' RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION `ERMIT NO. TAX FOLIO NO. / STATE OF FLORIDA: COUNTY OF DADE: 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. and scree address: L.- Z? I 1. Legal descri.tion of •r•pe Ly 0 2. Description of improvement: 4. Contractor's name and address: s LC" C- 3. Owner(s) . 3.Owner(s) name and�ad ess: 0�-�+! Interest in property: Name and address of fee simple titleholder: 5. Surety:(Payment bond required by owner from contractor, if an 4/ - ~�, �+ OF FLORIDA, COUNTY 0 DADE _J13ErY CERTIFY t5a' this is n try: cony of the game and address: .r :.. t;•:. Q .. of Amount of bond $ d 5•f iThIESS my h ‘nd and tidal Se. 1. t 'FaVFv R11Vlly CLERK, 6. Lender's name and address: Signature of Owner P rrinrrname •morn to an subs /ii 1 before me this 1 Notary ry ublic Print Notary's Name My Commission Expires: day of 1 _::mot( "'' 9 9S . f ififi Adiogr NO ARY SEAL i' yy ! •E CONLEY J.!: NUMBER V064 _„..........Zr 98R461.244 1993 SEP 17 10:41 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 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 differe = . e is specified) Prepared by: Rolladen, Inc. 'tC-sieA Address: 550 Ansin Blvd. Hallanda1 F1 11(1(19 12a01.52 2/93 FRANK LU BIEN 10050 N.E. 2ND AVENUE MIAMI SHORES, FLA 33138 Dear City Official, on the following job: Job Owner's Name: Job Address: Sincerely, Terry D Low 7 Vice President rolladen>- 550 ANSIN • HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Form We are the Dade County Notice of Acceptance holder for the following products: - Aluminum Accordion Type Shutters under # 97- 0721.03 and 96- 0621.01 - Extruded Aluminum Roll Shutters under # 95 -0303.01, 95 -0223.1 and 97 -0826.05 Extruded Aluminum Storm Panels under # 97 -0721.02. - 18 ga. Galvanized Steel Storm Panels under # 95- 0120.02 and 97 -0219.11. - Aluminum Hinged Colonial Shutter under # 95- 0908.04. Polycarbonate Window glazing under #96- 0916.03 This letter authorizes Emilio Cuzan to use any of the following: Aluminum Accordion Type Shutters under # 97 -0721.03 and 96.0621.01 Extruded Aluminum Roll Shutters under # 95 -0303.01, 95 -0223.1 and 97 -0826.05 Extruded Aluminum Storm Panels under # 97- 0721.02. 18 ga. Galvanized Steel Storm Panels under # 95- 0120.02 and 97 -0219.11. - Aluminum Hinged Colonial Shutter under # 95- 0908.04. - Polycarbonate Window glazing under #96 -0916.03 S . (-I e (b er L) c`fk i nS r. 1-t o`er• hC) �� . 3318 Hallandale: (954) 454 -4114 Dade: (305) 757 -8591 Broward: (954) 525 -3466 Palm Beach: (561) 686 -6277 Fax: (954) 454 -1577 Y, UNIT NO PRODUC CODE . DOOR `� WINDOW ROOM ACTUAL'EHIN. SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK &OLOR SELECTION PROFILE SPECIAL • INSTRUCTIONS FRAME l t Cce y ,/ ( ...eco, ' O R-Y LAW 1 ,,, U NC 7)c4Wcam" ; ✓ UviNG ow- eiz. ) ti- e7 76 fillq - -v. wr - ✓ -cc_ g -- ki-VAPitAhilZToley .. Aivez- s1 9..... TELEPHO NE OTHER PHONE We propose Is n • CUSTOMER NAME IA) ii41 I . 1vV BILLING ADDRESS UMnag t • 4. �4 7, TOTAL gear Indicate by number 10 counter clockwise ® Omit Front Special Instruction: (X) ROL -5 (Salesman) install the following: (Accepted & Approved) ls1 ROLLADEN INCORPORATED 1" JOB ADDRESS PROPERTY OWNER TOTAL AMOUNT OF CONTRACT DEPOSIT - 1/3 MINIMUM REQUIREl1�O 1/3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION BALANCE TO BE PAID TO INSTALLER . (�' fe- CONTRACTS EJECT TO ADD • t AL TERMS ON REVERSE SIDE y "BUYERS RIGHT TO CANCEL" 'aq MAIN OFFICE (Purchaser Sign Here) 6to $) 006.01) Installation to begin in approximately I( to weeks from date of receipt of deposit. This is only an estimated tim and you will be contacted to schedule the actual installation date. Is electrical labor for mopr and switch installation by Rolladen included in this price? - NO ❑ Is high work required? Atille I NO ❑ Floor of Bui J. . I have received a copy of "Notice of Consumer Rights Under e onstruction Industry•Recovery Fund" as equired •(Initials). l .r. TERMS OF PAYMENT BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 11/2% per month on the unpaid portion of the purchase price from the date of installation by the installer to the date of payment. OWNER OF PROPERTY? 1 YES I(If NO, fill in Own is address in space provided at top of form.) Products are to be installed o the premises situat =d in p o t , -tate of v — wne u h e d d cri • Lot _21:3,_ Block Sub Division �' Folio # wne `� b 22 • '� t jjj "This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTE N SIX COPIES, • • PY OF WHI DELIVERED TO, AND : CEIPT IS HEREBYACKNOWLEDGED BY BUYER, THIS I D' OF w l / / CUSTOMER gn Here) Page (of / Y! Shutter Schedule # Width Height Product Anchor # Width Height Zone Product Anchor 1 1 ..66, 1 '4 5 ! Zone �f A U ce'dc 11 2 46645 .c p ti l "4 c 12 3 87 S' ' /� 6 19P CI 4C/1 ( 13 4 $C) 1A 8G112. y 4e,, ►Z ''cofc 14 5 9 3 k1512, 144.0 °v tsCIC 15 6 16 7 17 8 18 9 19 10 20 Customer: WictItzt J Criteria Data Mean Roof Height: Exposure: Roof Slope: Elevation: End Zone: WIND CHART Design Positive Negative Int. Zone: Negative End Zone: IS G 7 1 DEG Loads 9' 9' 3G - -3 _ Rolladen Shutters Contract #: Color: Date: AKIjci_R 4 0 I V ° l2 `-/ t11 201.1 e zoN E 1.-Oki C. S L 1 t . . WOTKI cti6 A id S ).6;t9so . ; • , 4 • 40' , , . ___, __, _ . • . 4 . ; . , . 7 . : _, . _ . ; • . , --I , • 1 I, • .: 1 1 18 1 _ ! • 1 , , ■ 5 1 1 ! I ALE_ I . , . . . I , r 0-4.1T k.. 1 1 1 W Pr ll- 14 Lili, , 0 ! 1 I • ! 1 !.. I !1 , 1 , , i . , . , 5yri._, : i• • ),, 9,,,-1„ . , • i 1 F- '11 )'s 104.1 i" l'Utt:CI . , . ' . , UPI'l • T(1_ Uirtl., . . • ekooR OUT . ; • : . . ' • . . . 1 - +- • : . __a .9 C _L . __I . , f - _i • i , . • • .1 OuS ;-- . t. i ■ . , . 1 - 1 1 , 1 . ___ • 1 1 Prili. .et, :7 _i.-ii, I 1 - PLO° C I 1 .. . • , . • . •_ I I _L___I . i ___ 7— 1 - -i-- • . 1 . __I 11 `. . 1 - r - ' ; 1 - : I 11 1 1 ,• i I , I 1 I z ! , 1 ! --'-- 1 • i I 1 ; , . ' - • I ' 1 I 1 , , I ; L L I 1 : 1 , 1 • I BUILDINGS GREATER THAN 60 FEET HIGH MEAN ROOF ELEV FEET DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE 5,6,7 5 6 7 5,6,7 5 6 7 + - - - + - - - 10 28.6 EVALUATE .NEGATIVE LOADS AT ROOF ELEVATION 42.8 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 20 31.1 45.3 30 34.9 49.1 40 37.9 52.0 50 40.4 54.4 60 42.5 56.4 80 46.2 48.5 79.4 110.3 59.8 62.8 102.8 142.7 100 50.7 53.2 86.2 119.1 62.5 65.7 107.5 149.3 120 51.9 54.5 89.2 123.9 64.8 68.1 111.5 154.8 140 54.2 57.0 93.2 129.4 66.9 70.2 114.9 159.7 160 56.3 59.2 96.8 134.5 68.7 72.1 118.1 164.0 180 58.2 61.2 100.1 139.1 70.3 73.9 120.9 167.9 200 60.0 63.1 103.2 143.3 71.8 75.4 123.4 171.5 220 61.7 64.8 106.0 147.3 73.2 76.9 125.8 174.8 240 63.2 66.4 108.7 151.0 74.5 78.2 128.0 177.8 260 64.7 68.0 111.2 154.5 75.7 79.5 130.1 180.7 280 66.1 69.4 113.6 157.8 76.8 80.7 132.0 183.4 300 67.4 70.8 115.9 160.9 77.9 81.8 133.9 185.9 320 68.6 72.1 118.0 163.9 78.9 82.9 135.6 188.4 340 69.8 73.4 120.1 166.8 79.8 83.9 137.3 190.7 360 71.0 74.6 122.1 169.5 80.8 84.9 138.8 192.8 380 72.1 75.8 124.0 172.2 81.6 85.8 140.4 194.9 400 73.2 76.9 125.8 174.7 82.5 86.7 141.8 196.9 DR. HUl[AYOUN FAROOQ STRUCTURES FLA. PE # 1c557 • -PSF .£ DOCUMENT is NOT VALID 'WITHOUT THE EMBOSSED SEAL of AN ENGINm EMPLOYED BY AL-FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT. HOWEVER. FOR THAT PORTION OF ASCE 7 -88. SET FORTH HEREIN). -•J MEAN ROOF ELEV le‘ AL- FAROOQ CORPORATION ENGINEERS. PLANNERS Sc PRODUCT TESTING 1235 SW 87th AVENUE MIAMI, FLORIDA 331.74 ` (305) 264 -8100 . a. f C NOV 171998 ` TS-20 ZONE BUILDINGS EQUAL OR LESS 11:-.-4 - ! FEET HIGH -PSF EXPOSURE • MEAN ROOF ELEV CROOF SLOP > 1a 13E ) DEG. Rug SPE = <10 ZONE ZONE ZONE ZONE ZONE ZONE 4&5 4 5 4& 5 4 5 FE T + - - + - - ® 20 ' 6.3 3 50.3 32.7 35.1 45.3 39.5 42.5 54.7 35.5 38.2 49.2 25 42.2 45.4 58.5 38.0 40.9 52.6 30 44.5 47.8 61.6 40.0 43.0 55.4 35 46.3 49.8 64.1 41.7 44.8 57.7 40 48.1 51.7 66.6 43.3 46.6 60.0 45 49.9 53.7 69.1 44.9 48.3 62.2 50 51.3 55.1 71.0 46.2 49.6 63.9 55 52.7 56.6 72.9 47.4 51.0 65.6 60 54.0 58.1 74.8 48.6 52.3 67.3 786 NOTES: BLDGS. 60 FT. HIGH OR LESS a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. NOTES: BASIC WIND SPEED: IMPORTANCE FACTORS: TRIBUTARY AREA: h z- WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 110 MPH 1.05 20 SQ. FT. GCPI FACTORS NOT INCLUDED BLDGS. GREATER THAN 60 FT. IN HEIGHT.. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. NOTE: THESE TABLES ARE FOR USE WITH SHUTTERS WHEN INSTALLED IN FRONT OF GLASS. is METROD BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 Rolladen, Inc. 550 Ansin Boulevard Hallandale Your application for Product Approval of: Extruded Aluminum Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant,'along with Drawing No. 94 -51, Sheets 1 thru 4 of 4. (For listing, See Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is deternifned by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0721.02 Expires:09 /16/00 Approved: 09/16/97 FL 33009 Internet mail address: postmaster @buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buiidingcodeonline.com Rolladen, Inc. ACCEPTANCE No.: 97- 0721.02 2 APPROVED : SEP 1 6 1997 EXPIRES • SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an extruded aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in 'Section 3. 2. MATERIAL CHARACTERISTICS 2.1 The storm panels shall be constructed as indicated on approved Drawing No. 94 -51, Sheets 1, 2, 3 and 4 of 4, using extruded aluminum alloy 6063 -T6, with a typical wall thickness of .068 ". 2.2 Panel consist of a single extrusion having an effective width of 6.250" and a total width of 7.684" and forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 5 x 2 x .125" angle, 2 x 2 x .125" angle. 2.4 Tested specimen Dimensions: 39" x 96.5 ", 40" x 97 ", 50" x 131 ", 39 -3/8" x 108 ", and 97" x 170 ". 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 12' -01" or 145 ". See "Panel Performance Chart" for Panel Span vs. Design Load on Sheet 1, to be installed only as outlined on Drawing No. 94 -51, Sheets 1, 2, 3 and 4 of 4. 3.2 Minimum separation to existing glass to protect varies according to panel length. 3.2.1 Panels 0 - 96.5 ": 2 1/4" 3.2.2 Panels 96.5" - 131": 3 3/4" 3.2.3 Panels 131" - 145 ": 5 1/2" 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: None. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured at the top into the wall mount "h" shape header, anchored to the wall; and fastened at the bottom, using 1/4 " -20 studs w /wing nut and washer spaced at 6 1/4"o.c., to the 2" x 2" x .125" studded aluminum angle, which is . . ored to the wall, as Man - 1 Perez, P.E., Product d ii7i rot Examiner Prod Control Division Rolladen, Inc. ACCEPTANCE No.: 97- 0721.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS : SEP 1 6 19 97 SEP 1 6 2000 shown on Drawing No. 94 -51, Sheet 2 of 4, Section A -A, bearing the Dade County Product Control approval stamp. 4.1.2 Build -Out Mount The . panels are captured at the top into the Ceiling Mount "U" shape Header which is attached with 1/4 " -20 x 1/2" machine bolts w /nuts spaced at 9 1/2" o.c., and 6" o.c., above 115 psf to a 2" x 5" max. x .125" aluminum angle that provides the build -out and which is anchored to the wall; and fastened at the bottom using 1/4" studs w/ washered wingnut spaced at 6 1/4" o.c., to the 2" x 2" x .125" studded aluminum angle, which is fastened, using 1/4 " -20 x 1/2" machine bolts w/ nuts spaced at 9 1/2" o.c., and 6" o.c., above 115 psf to another 2" x 5" max. x .125" aluminum angle that provides the build -out and which is anchored to the wall; end caps consisting of 3" x 2" .125 ", 2' x 2" x .125" or 1" x 2" x .125" aluminum angles shall be installed at the sides to cover the gaps between wall and panels, as indicated on the Drawing No. 94 -51, Sheet 2 of 4, Section B -B, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling/Inside Mount The panels are captured at the top into the ceiling mount "U" shape header which is anchored to the inside of the opening, and fastened at the sill, using 1/4" studs w/ washered wingnut spaced at 6 1/4" o.c., to the 2" x 2" x .125" continuous studded aluminum angle, which is anchored to a concrete slab or bulkhead, as shown on Drawing No. 94 -51, Sheet 2 of 4, Section C -C, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. 4.2 Anchorage of the aluminum header and angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -51, Sheets 1, 2, 3 and 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. -2a- Manuelj'Perez, P.E., Product Product-Control Division TEST TEST LOAD DESIGN LOAD DEFLECTION LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" x 145" PANEL) SATISFACTORY HETI- 95-430 Maximum 5.50" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (50" x 131" PANEL) SATISFACTORY HETI- 94 -367i Maximum 3.70" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (39" X 96.5" PANEL) SATISFACTORY HETI -94 -146 Maximum 2.25" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 - POSITIVE (39" x 96.5" PANEL) +68 PSF HETI -94 -146. +52 PSF HETI -94 -146 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 - NEGATIVE (39" x 96.5" PANEL) -91 PSF HETI -94 -146 -70 PSF HETI -94 -146 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - POSITIVE (40" x 97" PANEL) +168.00 PSF HETI -94 -338 +112 PSF HETI -94 -338 @ Design 1.129" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (40" x 97" PANEL) -326 PSF HETI -94 -338 -217 PSF HETI -94 -338 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - POSITIVE (39" X 96.5" PANEL) +79 PSF HETI -94 -144 +52.7 PSF HETI -94 -144 @ Design 0.6" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (39" X 96.5" PANEL) -105 PSF HETI -94 -144 -70 PSF HETI -94 -144 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (39 3/8"X108" PANEL) +195 PSF HETI -94 -367 +130 PSF HETI -94 -367 @ Design 1.77" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (39 3/8 "X108" PANEL) -237 PSF HETI -94 -367 -158 PSF HETI -94 -367 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (50" X 131" PANEL) -131 PSF HETI -94 -367 -87 PSF HETI -94 -367 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEGATIVE (97" X 170" PANEL) -60 PSF HETI -94 -367 -40 PSF HETI -94 -367 DESIGN PRESSURE RATING See "Panel Performance Chart" on Drawing No. 94 -51, Sheet 1 of 4. Rolladen, Inc. 7. TESTS PERFORMED 7.1 TESTS: RESULTS: - 2b - ACCEPTANCE No.: 97- 0721.02 APPROVED . $e 1 6 1997 EXPIRES SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6.1.3 Duplicate prints of Drawings No. 94 -51, Sheets 1, 2, 3 and 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 ',This approval renews Notice of Acceptance No. 94- 1230.03, issued on July 6, 1995. Man el Perez, P.E., Produce ontrol Examiner Pro.. ontrol Division Rolladen, Inc. ACCEPTANCE No.: 97- 0721,02 APPROVED : SEP 1 $ 1997 EXPIRES : SEP 1 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 145" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI -95 -430, dated March 15, 1995, signed and sealed by Hector M. Medina, P.E. ',8.1.2 Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 131" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI- 94 -367i, dated December 1, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test, per PA 201 -94 and PA 203 -94, of extruded aluminum storm panels, Samples I, II and IV, (39" x 96.5 ") and Sample III, (39" x 91") prepared by Hurricane Engineering & Testing Inc., Report No. HETI -94 -146, dated June 14, 1994, signed and sealed by Arshad Viqar, P.E. 8.1.4 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (40" x 97 "), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -338, dated October 14, signed and sealed by Hector M. Medina, P.E. 8.1.5 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (39" x 96.5 "), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -144, dated June 13, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.6 Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, Sample I, (39 3/8" x 108 "); Sample II, (50" x 131"); and Sample III, (97" x 170 "); prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -367, dated November 9, 1994, signed and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94 -51, Rolladen, Inc., "Storm Panel Details ", Sheets 1 through 4 of 4, prepared by Al- Farooq Corporation, dated July 7, 1994, with Revision No. D, dated April 4, 1995, signed and sealed by Humayoun Farooq, P.E. 8.3 Material Certification: 8.3.1 Certified Inspection Report from mill, prepared by 18, 1994, for aluminum alloy 6063 -T6. 8.3.2 Certified Tensile Test Report No. HETI- 94 -T11, Testing Inc., dated July 29, 1994. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, Pages D1, R1-R14, S1-S4, A1-A17, G1- G10 & API -API I, prepared by Al- Farooq Corporation, dated December 21, 1994, signed and sealed by Humayoun Farooq, P.E. - 2c - Manuel Product the William L. Bonnell Co., dated July prepared by Hurricane Engineering & erez, P.E., Product C . ' of Examiner trot Division Rolladen, Inc. ACCEPTANCE No.: 97- 721.02 APPROVED : SEP 1 6 1997 EXPIRES : VT 1 6 2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted 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: "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: .,4) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manuel P rez, P.E., Product Co Examiner Product C trot Division END OF THIS ACCEPTANCE - 3 - MINIMUM SEPARATION FROM GLASS REQUIRED INSTALLATIONS ABOVE 30' OF GRADE SEPARATION FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT SHUTTER SPAN H IN . DESIGN LOAD = Pd = PSF FACTOR = K = Pd /100 IN. READING FROM SPAN DEFLECTION CURVE = D = IN. DEFLECTION AT Pd = K•D = IN. MIN. SEPARATION REQO. = K•D +1" = IN. PANEL SPAN UPTO SEPARATION 96 -1/2" 2 -1/4" 131" 3-3/4" 145" 5 -1/2" FOR INSTALLATIONS UPTO 30' OF GRADE USE MAX. OF ABOVE TWO. FOR INSTALLATIONS ABOVE 30' OF GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. NOTE: NO PART OF SHUTTER SHALL BE UNDER 30' A80VE GRADE TO W*t LARGE MISSILE IMPACT REQUIREMENT. 3: )1 I(t• .z /I-I -) SHEET # 3 ADDED COMPLETE REVISION GL SEPARATION REVISED ANCHOR GRAPHS REVISED I • HS•u z t treni s6' LITO 4[03U. I( -LO -Lo PSI I(t• .z /I-I -) :Q u61w9 )I I( affi" " AlP )I I • 1.000 0 a ' 03 694 70 r 068 TYP I 7.684 1.000 80 90 100 110 120 PANEL SPAN - INCHES I FOR INSTALLATION DETAILS SEE SHEET 2 AND 3. .078 1.000 N 59 A) PANEL PE I'MANCE CHART ECATI VE LO POEI VE >O MAX. DEFLECTION SPAN /30 AT NEGATIVE LOAO SPAN /30 OR 2 IN. AT POSITIVE LOAO ROLSTPSL LO TIVI 130 140 160 USE PANEL PERFORMANCE CHART TO VERIFY PANEL CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. DEFL �n Ieff. = 0.953 in'4 /ft DEFLECTION CURVE FOR POSITIVE LOAD ONLY. FOR LOAD OTHER THAN 100 PSF SEE SCHEDULE. ROLDSPOL • z 0 H 1-- C.3 W. J W N . 0 • 2.375 - -- .080 2.031 50 60 70 BO 90 100 12 .125 .080 100 PSF 140 SLAT SPAN - INCHES PRODUCT MARKING: 3.625 1.000 ROLLADEN INC. HALLANDALE, FL. ALUMINUM STORM PANEL "DADE COUNTY PRODUCT CONTROL APPROVED" 2.531 -■- -.100 1.125 ••---2.031 WALL MOUNT HEADER 6063 -T6 A LABEL SHALL BE AFFIXED AT BOTTOM OF ONE PANEL OF EACH OPENING WITH THE FOLLOWING STATEMENT. .125 .080 PRODUCT RENEWED k EPTANCE No - 01 z 1.0 2 TION DA►r PJ M BEA_ 16 Z .)b By PRO UCT CONTROL DIVISIO BUILD DE COMPLIANCE CE 2.000 5.000 .125 TYP 2 X 3 X 1/8" 2 X 4 X 1/8" BUILT —OUT ANGLES 6063 -T6 ENGINEER HUMAYOUN FARINA PE f 16557 SEP 10 1997 T 2.000 .125 TYP. GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS LISTED. PANELS SHALL BE ALLOY 6063 -T6. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. WING NUTS SHALL BE OF ZINC ALLOY. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY WITH THE TABLES PERTAINING TO THE EXPOSURE /ZONE. 8. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION S L /30 OR 2 ". 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 10. EXISTING STRUCTURES MUST BE CAPABLE OF SUSTAINING LOADS IMPOSED BY SHUTTER. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. SEE AFC 94 -01. APFROVED AS COMPLY :"iG WITH THE SOUTH FLORIDA BU!L0!NG CODE OATC U oZ a T /_.. 4 -PRODUCT t. NTROL D :V:S :ON t) BU:U lG COO. COMPLIANCE OFFICE •CCEPT.t.FCE N09.14 -1730 l'4? C.) ( U z z W 0 g 0 droving no. 94 -51 (sheet 1 of 4 (revisions: )� CHART TO USE 11 a3aav z # 1331.S1 Il NOLSiA3b 3131d1Y00 II a3SVV11 NOILVlrYd3S 10 Ila3slA311 SHAN5 aofoNH 5 1 I'H• I •K1 1 2 •H - D I,6• en 1 Ite•trz I Ile I 2613 - - ■ 0 0 0 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 5 1 - C 2 1 - D 6 - - E - - 2 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 3 - C 5 3 - 0 8 - - E - - 4 IrM I . -. h�'d171r1Nr ��r Or ,1«/©s tMIMINe3,lM110 MIECNIMCMICEIN 00._ ANCHO 3/4 MIN • WALL MOUNTS D 4 E ED 1 1/4" MAX TYP ALUM. ANGLE 2 X 2 X 1/8' MAX. SPAN SEE GRAPH 1/4" MAX -t TYP 1 4 ST / WIN & WASH O 6 - DS NUT O.C. CHORS SAME HEADER - 1 - 1 -1/4' MIN ALUM. ANGLE - 2X2 1/8 1 -1/4" MIN FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. FOR WOOD INSTALLATIONS SEE SHEET 3 OF 3. 2X5X1/88' ALUM. ANGLE C 6063 -T6 BUILT -OUT CONDRION 2 X 3 X 1 /8" 2 X 5 X 1/8' ALUM. ANGLE 6063 -T6 SECTION B -B ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) 1/4' -20 X 1/2' BOLT W/ NUT & 9 -1/2' O.C. UPTO 115 PSF & 6" O.C. ABOVE 115 PSF MAX. SPAN SEE GRAPH 1/4" STUDS W/ WING NUT & WASHER O 6 -1/4 O.C. 1/4" -20 X 1/2' BOLT W/ NUT & 9 - 1/2' 0.C. UPTO 115 PSF & 6' 0.C. ABOVE 115 PSF ALUM. ANGLE - 2X2X 1/8' PRODUCT RENEWED ACCEPTANCE No, 177 21. OZ. EXP : • TION DAT BY R • . UCT CONTROL DIVISI BUILD ' 0 ' • DE COMPLIANCE ANCHOR' CHART TO USE TYPE SONG. BLOCK WOOD A C D 8 - - E 4 GLASS FOR MIN. - SEPARATION —ro- SEE CHART ON SHEET 1 INSIDE MOUNTS SECT1ON C -C Ed 1 MAX. SPAN SEE GRAPH 1/4' STUDS / WING NUT W & WASHER 0 6 -1/4 O.C. Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 4 OF 4. 4' MAX hp- 24" TYP. CAP ANCHORS A B C B 1/4' ANCHORS 0 24" O.C. 1 X 2 X 1/8" 2 X 2 X 1/8" 2 X 3 X 1/8' ALUM. ANGLE FOR END CAP REQD. ONLY .,•' BUILT -OUT CONDTIION END CAP BUILT -OUT CONDITION SEP 10 1997 DETAIL A ENGINEER: HUMAYOUN FAROOQ PE >E 16557 END CLOSURE ANGLE REQD. ONLY ON BUILT -OUT CONDMON SEE DETAIL A APPCG'ED AS CGMPLY ?NC WITH THE SOUTH FLORIDA SUILDi1G CODE DAT 19 PRODUCT ?TRCL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCE. °TAPIC'e NO I ' 1 Z3O • S . O N 't ✓ w z � J r� or z re) o • CL m (n CO 0 EFJ _ i WN ■-• ( z 0 N O cc Q) O CC 0 M J D —J V O z m — W `w (n 4 ¢ g J O J O Q cc in 2 t 1 1 1 draw ng no. 94 -51 (sheet 2 of 4 STORM PANEL DETAILS GLASS WOOD HEADER REQUIRED 1/4" STUDS - WING NUT & WASHER 0 6 -1/4 0.C. r FASTENERS AS PER SCHEDULES W/ 1 -1/2' MIN. PENETRATION TO EXISTING WOOD HEADER 2X4X 1/88" 2 X 5 X 1/8' ALUM. ANGLE 6063 -T5 ' 2X3X1/ L 2X4X1 : 2X5X /8' ALUM. ANGLE 6063 -T5 FASTENERS SEE SCHEDULES /� / /LFII // / /�.' I/ / / /ADMIT/ %/ 1/4 -20 X 1/2' BOLT W/ NUT O 2' FROM ENDS & 9 -1/2' O.C. BOLT /r T W/ NUT O 2" FROM ENDS & 9 -1/2' O.C. 2' X 4' CONT. W/ (3) 1/4" 0 X 5' LAG SCREWS O EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS MAX. SHUTTER HEIGHT - 9 FT. " MAX. DESIGN WAD = 105 PSF OTHER CONDRIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 SCALE : 1/4 ■1" 1/4 -20 X 3/4" STUDS W/ WING NUT & WASHER O 6 -1/4" 0.C. 2 X 2 X 1/8" AWM. ANGLE 6063 -T5 FASTENERS SEE SCHEDULES 1' X 4 X 1/8' CONT. ALUM TUBE W/ (3) 1/4" 0 X 4' LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD 2 X 4 X 1/8" 2 X 5 X 1/8" ALUM ANGLE CONT. EXISTING WOOD TRUSSES 0 24" O.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 (2) 1/4' X 3' LAG SCREWS 0 EACH RAFTER 2' MIN. PENETRATION 1/4" PLYWOOD EXISTING SOFFIT 3' MIN. N. HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 9 FT. MAX DESIGN LOAD = 75 PSF ENGINEER: HUMAYOUN FAROOQ PE # SEP 1. 0 1997 1/4' -20 X 1/2" BOLT W/ NUT O 2 FROM ENDS & 9 -1/2" O.C. PRODUCT RENEWED ACCEPTANCE NO. ( 41' 0721. Q Z TION DA BY P' . DUCT CONTROL DID N BUILD CODE COMPLIAN • FFICE APr OVE9 AS COMPLYING :v: T H THE SOUTH FL0R OA CWL DING C.'.3E OAT T u •,.•• I9 BY / / / ... / i PRODUCT 'NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 1411 3 230. 03 ) 09 0 . ( c 0 'C 0 In 0 r 0 0 0 0 c r�- 2 z i O d • 1 Z a In 0 draw ng no. 94 -51 (sheet 3 of 4 40 AN HO sPIE C 1 . , N as...,,..,..„...,In . , ....... ,,.. ■J .....m. _ ...__ _ .... . _ m„._ L_,,,, ANCHOR CHART 1 atm= 40 60 80 100 120 PANEL SPAN - INCHES 60 80 100 120 PANEL SPAN - INCHES 140 v ROETPOCf. 11111111.1/1 111111M111111111 uI ANCHOR CHART 6 140 TYPICAL EDGE DISTANCE IN WOOD ■• 1-1/4 NO REDUCTION FACTOR IS REQUIRED • 0' w 40 ER 40 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY YING WITH THE FACTDR BELOW GE DIST. SPACING = 9.37 0.C. (FROM CHART) 2' EDGE DIST. SPACING = 9.37 X .71 = 6.65 0.C. EDGE =2-1/2 0.86 _ 8d-2" 0.71 6d=1-1/2 0.57 5d=1-1/4' 0.50 3" SF ANCHOR CHART 2 MOP= 6 - ANCHOP ACE, 11111 ITV. fillf VII" VIII IVW. .1147117Th 60 80 100 120 PANEL SPAN - INCHES 11111111111Ealliiilkaliii 111111 1,1111 11111 1411 E ANCHOR CHART 7 PIMP= 1 111 60 80 100 120 PANEL SPAN - INCHES 140 40 ea ru rj 03 140 40 60 80 100 120 140 PANEL SPAN - INCHES ANCHOR 0 = 1/4' TAPCON 1-3/4 DABEDMENT TO CONCRETE • -1 EMBEDM ANCHOR 0 = 1/4' x 1-1/4' HILT1 METAL HIT ANCHORS/NAIL PIN 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR 0 = 1/4' RAWL CALK-IN. STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR (g) # 14 S.M.S./LAG SCREWS INTO WOOD. (S.G.- 0.47) 1-1/2' MIN PENETRATION. NOTE: ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO. TILES. ETC.) 1 1111M111111111 MIN LIM NIPTE416,- 111111111111b.- MLR CHOR CHART 4 ItallTPOC4 111111111•1111111111111111 11111111111•11111111 111111111111111111131 IIIMM111111•11 11111LIMEEHMEEIL. 11111111■111111111111111111■ 1■111•11M1111111■. 111111•1■11111111 1111113111115111131 EMINNIMI111116.- 1■11111111KM11111111■ inumics. low101111111111li■ ANCHOR CHART 3 mcareaca ELI By a ts) au _o 60 80 100 120 140 'y 40 PANEL SPAN - INCHES 1•111111111111011111.11M1 1111111111113113M 111111g11111111111LIIMIN MINIM NW MN= MEI. 111•1111■11 111111111111111111111MINISSIII■ -- 11111111111111111=11111111 11111111111111■14M1 MUM NM 111111111MI MN= MIN= MIN MM. MI 1111•1■1111111 11111111■11111111111111■ 1111111111111MMIPM. 111011111•111111111 11111111MILI 11•1111•1111•111h. 1111111CM1111111111111111■ 111 11111111MMIIII CH '111 CHART 9 ROSTPOC9 IUM ANCHOR CHART 8 RIOSTPULE OR SPX CE IS) 03 LL 4) • IL MI 7 V ru 0 Id En -4 OR SPACE ru 40 60 SO 100 120 140 PANEL SPAN - INCHES BO 100 120 ANEL SPAN - INCHES USE CHARTS 1 THRU 10 TO VERIFY ANCHOR REQUIREMENTS AND STRESS UM1TATIONS OF LOAD/SPAN COMBINATIONS FOR HEADER AND SILL PRODUCT RENEWED ACCEPTANCE N oalz61a121.2_ EXPIRATION DA • • comma. DIVIS e • DE COMPLIANC CE 140 .13 40 ENGINEER: HUMAYDUN FAROOQ PE # 16557 ANCHOR CHART 5 ROSTPOCE 1111111“111,11171111,16.1,111 1 .1 1 . 1 1 .4 7,111 IIV. 11.14 1,111 6 SEP 1 0 1997 60 80 100 120 PANEL SPAN - INCHES 140 I I ANCHOR CHART 10 i ROSTOUB 9 3 N 75 60 80 100 120 PANEL SPAN - INCHES 140 APP:10's AS COMPLYING WITH THE SOUTN aup_s:;c: CCOE 0A T 8 Y IS PRODUCT 0N T�. OIV!SION BUILDING CODE COMPLIANCE OFFICE :CCEPI.ANCE NO9 q - 1 Z31). 0.3 zP g g FE 0 0 .- ce N Z r") CL co 0 r- ct I cr) o Le tn z ro 3 8 z 0.1 pr) Lai ) 0. 0) >. .0 v s.r OD 0 8 4- 0 6 4- 4 0 ( 1 g 1 1 ) drawing no. 94-51 (sheet 4 of 4 ) METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale FL 33009 Your application for Product Approval of: Extruded Aluminum (6063 - T6 Alloy) Accordion Type Shutters under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Rolladen, Inc. Drawing Number 96 -19, sheets 1 through 5 of 5 dated 01/30/97, signed by Humayoun Farooq, P.E. (For listing, see section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 0621.01 Expires:02 /27/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 02/27/97 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREtT • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Ra Ro• guez Product Control Supervisor s w anger, Director Building Code Compliance Dept. Metropolitan Dade County Jtolladen, Inc. ACCEPTANCE NO.: 96- 0621.01 APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum accordion type shutter, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. Main blade is 3.709" center to center, 4.186" wide x .050" thick, constructed as indicated on approved drawing No. 96 -19, Sheet 1 of 5, using extruded aluminum alloy 6063 -T6, which is also used for the adapter slat and the other components shall be constructed using extruded aluminum alloy 6063 -T6 unless otherwise noted on the same drawing. 2.2 Blade pins shall be #14 x 3" Machine Screws manufactured from 410 stainless steel with fluorocarbon coating and 0.050" thick stainless steel washer and a 112" diameter x 1.0" long Celcon bushings. 2.3 Tested specimen dimensions:: 47" wide x 123" long overall (120" Blade length) (1) specimen for Static Air Pressure. 48" wide x 123" long overall (120" Blade length) (3) specimens for Impact and Cyclic. 3. LIMITATIONS 3.1 Maximum allowable Blade Height or Span : 10' -0" (120 "). 3.2 Maximum allowable Blade Height or Span for counter top condition installations: 6' -0" (72 "). 3.3 Maximum allowable Blade Height or Span for existing wood bucks installations: 6' -O" (72 "). 3.4 All Wood Framed Installations shall be valid only for installation below 30' above grade. 3.5 Minimum separation between glass to be protected and shutter: Shall be 3 -1/2" as shown in Section E -E on Sheet 3 of 5, Drawing 96 -19 for all types of installations. 3.6 Special requirement: 3.6.1 A maximum clearance gap of 0.350" shall be provided between bottom of blade and top of sill and top blade and bottom of header as shown on drawing number 96 -19 sheet 2 of 5. 3.6.2 Locking Pins shall be minimum of two 1/2" diameter (with sufficient length) solid aluminum rods on centermate protruding thru the header and sill and remain attached to shutters at all time, secure tightly with two 1" x 4 -1/4" x 1/8" aluminum plates with 1/4 " -20 x 3/4" thumb screws in the locked position during hurricane warning, as shown in section E -E of drawing number 96 -19, sheet 3 of 5, bearing the Dade County Product Control approval stamp. 3.6.3 A Lock Handle (placed facing outside or inside) is required to be installed in a single location and placed between 42" and 52" from the floor for all shutter applications and must be activated during hurricane warning. Helmy A. Makar, P.E., Plans Examiner Product Control Division Rolladen, Inc. ACCEPTANCE NO.: 96- 0621.01 APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mounts: (A) (CONCRETE /MASONRY/WOOD): Every fourth aluminum slat blade hangs from a set of double rollers and die cast Zamak roller housings that glide on the track of the H.D. Header. Every slat blade has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the H.D. Header and Sill tracks, these tracks are then attached to a continuous 2" x 2" x 1/8" or 1" x 2" x 1/8" aluminum angles with 1/4 " -20 x 1/2" bolts with nuts spaced 12" o.c., these angles are then anchored to the wall using approved tension anchors as shown on Section A -A "Wall Mounts" and Section B -B "Alt. Wall Mounts" of Drawing Number 96 -19, Sheet Number 2 of . 5, bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling and Floor Mounts (Inside Mounts) /Counter Top Condition: (A) (CONCRETE / MASONRY/WOOD): Every fourth aluminum slat blade hangs from a set of double rollers and die cast Zamak roller housings that glide on the track of the Ceiling Mount H.D. Header. Sill with Sill Bottom Adapter, the sill parts are attached to each other with #10 x 2" self drilling screws spaced 15" o.c. , along the exterior face of the tracks. Each slat blade has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then anchored to the ceiling and floor /counter using approved tension anchors as shown on Section C -C "Inside Mounts" and "Counter Top Condition" of Drawing Number 96 -19, Sheets 2 of 5 and 4 of 5 bearing the Dade County Product Control approval stamp. 4.1.3 J3uilt -Out Condition: (A) (CONCRETE /MASONRY/WOOD): Every fourth aluminum slat blade hangs from a set of double rollers and die cast Zamak roller housings that glide on the track of the Ceiling Mount H.D. Header at the head and a pin at the sill track every other slat blade rides inside of Sill with Sill Bottom Adapter, the sill parts are attached to each other with #10 x 2" self drilling screws spaced 15" o.c., along the exterior face of the tracks. Each slat blade has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a continuous 2 "x 3"x 1/8", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 x 1/2" bolts with nuts spaced 12" o.c., these build -out angles are then anchored to the wall using approved tension anchors as shown on Section D -D "Build-Out Condition" of Drawing Number 96 -19 sheet 2 of 5 bearing the Dade County Product Control approval stamp. (B) (EXISTING WOOD BUCKS): Every fourth aluminum slat blade hangs from a set of double rollers and die cast Zamak roller housings that glide on the track of the Ceiling Mount - 2a - Helmy A. Makar, P.E., Plans Examiner Product Control Division • Rolladen, Inc ACCEPTANCE NO.: 96- 0621.01 APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS H.D. Header at the head and a pin at the sill every other slat blade rides inside of Sill with Sill Bottom Adapter, the sill parts are attached to each other with #10 x 2" self drilling screws spaced 15" o.c., along the exterior face of the tracks. Each slat blade has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 x 1/2" bolts with nuts spaced 12" o.c., these build -out angles are then anchored to the wall using approved tension anchors as shown on "Installation Detail on Existing Wood Bucks" , the sill track is then fastened to a continuous PT 2" x 4" wood ledger plate, the wood ledger is then anchored to the wall studs with (3) 1/4" diameter x 5" long lag screws at a maximum spacing of 24" o.c., as shown on "Installation Detail on Existing Wood Bucks ", Drawing Number 96 -19, Sheet No. 4 of 5, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above, 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 96 -19, Sheets 1 thru 5 of 5. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 96 -19, Sheets 1 thru 5 of 5, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. - 2b- Helmy A. Makar, P.E., Plans Examiner Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (120" SPAN) SATISFACTORY HETI -96 -537 Max. 3 -1/2" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (120" SPAN) -137.0 PSF HETI -96 -537 -105.0 PSF HETI -96 -537 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (120" SPAN) +96.0 PSF HETI -96 -537 +74.0 PSF HETI- 96-537 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (120" SPAN) +111.0 PSF HETI -96 -535 +74.0 PSF HETI -96 -535 @ Design 1.528" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (120" SPAN) -157.0 PSF HETI -96 -535 -105.0 PSF HETI -96 -535 DESIGN PRESSURE RATING: See Maximum Design Pressure Rating on Drawing No. 96 -19 sheets 1 through 5 of 5. 4 RRolladcn, Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED : TESTS: - 2c- RESULTS: ACCEPTANCE NO.: 96- 0621.01 APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 2000 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.) Uniform Static Air Pressure Test Loading, per PA 202 -94 of extruded aluminum accordion shutter (120" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -96 -535, dated 03/21/96, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and 2.) Cyclic Wind Pressure Test, per PA 203 -94 of extruded aluminum accordion shutter, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -96 -537, dated 04/01/96, signed and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1 Drawing No. 96 -19, "Rolladen, Inc. ", Sheets 1 thru 5 of 5, dated 11/25/96, latest revision No. C, dated 01/30/97, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by Benda Aluminum of Florida, with chemical composition for aluminum 6063 -T6 alloy dated 03/15/96. 8.3.2 Tensile Test Report No. HETI- 96 -T17 Prepared by Hurricane Engineering & Testing, Inc., dated 04/11/96, signed and sealed by Hector M. Medina, P.E. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis dated 06/11/96, 01/03/97 and 01/31/97 prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. s kith/ Helmy A. Makar, P.E., Plans Examiner Product Control Division Rolladen. Inc, NOTICE OF ACCEPTANCE: STANDARD CONDITIONS ACCEPTANCE NO.: 96- 0621.01 APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 2000 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: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. items 10,11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Helmy A. ItGlakar, P.E., Plans Examiner Product Control Division END OF THIS ACCEPTANCE -3- 1.310 R.268 1.000 .062 TYP 1.810 R.218 4.186 .050 TYP. BLADE '590 6063- 1.947 .644 3.113 6063 -T6 2.965 x .062 TYP 1.069 .096 .540 1.900 .062 TYP ALT. SILL 6063 -T6 T. SILL ADAPTER 6063 -T6 q .560 .904 MALE LOCK SLAT '5904' 6063 -T6 1.594 2.392 1.912 1.525 1.674 1.674 1.268 1.000 END SLAT 6063- 1.938 1.938 ---�{ 3.188 H.Q. HEADER 6063 -T6 3.102 1.288 1.312 ALT. HEADER 6063 -T6 3.096 1- 1.900 .622 - .062 TYP 1.250 36 60.3 -T6 SILL ADAPTER 6063 -T6 1.174 2.713 - .501r- 2.000 III 1.000 --.1 .775 3.000 R.218 R.268 .050 TYP RAIN -GUARD 6063 -T6 .125 1.000 FLOOR SHOE 6063 -T6 1.000 90' END SLAT 6063 -T6 BOTTOM GUTTER 6063 -T6 Fes- -1.750 --�1 1.268 1.550 5.000 2.000- ALIMINUM ANGLES 6063 -T6 6.000 2 X 2 X 2 X 3 X 1/8" 2 X 4 X 1/8 2 X 6 X 1/8 ALIMINUM TUBES 6063 -T6 0- c -- B-- A- 2.000 - 1° -.125 TYP ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES, ETC.) GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR AUIMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE 'ALUMINUM CONSTRUCTION MANUAL LATEST EDITION. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. • 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645. OR BE GALVANIZED. 5. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. 7. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION < L /30 FOR NEGATIVE PRESSURE AND THE LESSER OF L /30 OR 2' FOR POSITIVE PRESSURE. 8. ANCHORING OR LOADING CONDITIONS OTHER THAN HOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 9. EACH UNIT SHALL HAVE A READILY VISIBLE DECAL INSTRUCTING OWNER OR TENANT TO SECURE CENTERMATES BY USING ALUMINUM PLATE. DURING PERIODS OF HURRICANE WARNING. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. DESIGN PRESSURE RATING = + 74 PSF - 105 PSF PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER ON UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. 'ROLLADEN INC.' HALLANDALE, FL "DADE COUNTY PRODUCT CONTROL APPROVED" Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . •_ . '1" 2`7 19 BY ODUCT CONT' IL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c16 - 06? I . t I N O N a) T 3 o� 0 CO Z0 U CO _ I Zz to O LO Q r o tY to C c O .` 0 y v a 0 0 0 ce s n 4 2 0 m 1 n s 0 ( drawing no. 96 -19 (sheet 1 of 5 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 4 — C 5 4 — D 7 5 — E — — 5 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 3 — C 4 3 — D 7 4 — E — — 4 ANCHOR TYPE TO USE . ONC. BLOCK WOOD A 6 3 — C 4 3 — D 6 4 — E — — 3 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 4 1 — C 2 1 — D 4 2 — E — — 2 2 X 3 X 1/8' 2 X 4 X 1/8' — 2X5X1/8' ALUM ANGLE 3 .350 MAX TYP .350 MAX TYP SECTION A A _2 X 2 X 1/8" ALUM ANGLE 1/4 -20 X 1/2' BOLTS W/ NUTS @ 12' D.C. MAX. SPAN =12Ct 1/4 -20 X 3/4' FLAT TOP M4. W / NUTS @ 12'0.C. X 2 X 1/8' ALUM ANGLE Ed 1/4' MAX. # 14 X 3" M.S. STAINLESS STEEL 0 ONAL N N — STRUCTURAL GUARD 1/4 -20 X 1/2' BOLTS W / NUTS @12'O.C. 500 DIA. CELCON BUSHING ANCHORS SAME AS HEADER ALT. WALL MOUNTS SECTION B —B MAX. SPAN =1f 80 NON— x`1/4 -20 X 3/4' FLAT TO W/ NUTS @ 12' O.C. Ed CONC. TYPICAL EDGE DISTANCE FORRENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. CONC. & BLOCK 12d (12 ANCHOR DWIAETE WOOD = 5d FOR WOOD INSTALLATIONS SEE SHEET 4 OF 5. FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5. INSIDE MOUNTS M GUTTER OPTIONAL UCTURAL tv DIE CAST ZAMAK ROLLER HOUSING SPAN =120" 2' RIWNG S O.C. Ed. ! 1 Ed. NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL COMBINATIONS. ALTERNATE HEADER CAN BE USED IN UEU OF H.D. HEADER. /4' DIA. BOLTS W/ NUTS @ 12' D.C. r. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 SECTION D —D 2 X 3 X 1/8' 2 X 4 X 1/8' — 2 X 5 X 1/8' ALUM ANGLE 1/4 -20 X 1/2' BOLTS W/ NUTS @ 12' D.C. MAX. SPAN =120" # 10 X 2' — SELF DRIWNG SCR. 0 15' O.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Ufa % " 19_ BY 71E� !araL. PRODUCT CON + IL DIVISION BU •CDE IANC ACCEPTAN ILDING O NO . � COMPL �-� Z I OFFICE O 1 N 'r W Z M Z W M o CC I (1) O d• co W N Z '� O CA M ( 0 cn m 0 0 0 0 0 0 v 0 0 0 O fY r7 rn • co Z O W — m _ I Z QN Z Z � g ., 1 8 ct = W , T c0 0) z z O 0 ce O U Q 1 drawing no. 96 -19 sheet 2 of 5 MOVING CORNER DETAIL, ANCHORS &C,D OR E ® 12" O.C. bra. 1 X 1 X 1/8' 1 X 2 X 1/8" 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 - X 1/8" 2 X 5 X 1/8" ALUM ANGLE AS RECD. AT BUILT —OUT CONDRIO 10 X 1/2" OR 3/16" P'P RIVETS O 18" O.C. Ed - f 14 S.M.S._ 2/ SIDE FLOOR SHOE 2 X 2 X 1/8' ALUM TUBE (6063 —T6) FIXED CORNER DETAIL 1/4" 0 TAPCONS 2/ CHANNEL #10 x 3/4" HEX TEKS 0 12' O.C. MIN. SEPARATION 3 -1/2" 2 X 2 X 1/8" 2 X 3 X 1/8" r 2 X 4 X 1/8' 2 X 6 X 1/8' ALUM TUBE (6063 —T6) 1" X 4 -1/4 X 1/8 ALUM FLAT PLATE INSIDE OR 0 SOUD 1/2' DIA. UM. LOCKING ROD Ls• HANDLE CAN BE I '" D INSIDE i —' SIDE V \ SECTION E —E #10 x 3/4' HEX TEKS 3 /ANGLE 1 -1/2 x 3 x 1/8" ALUM ANGLE TOP & BOTTOM 1/4" 0 TAPCONS 2/ ANGLE 1/4"-2 . .S. THUMB SC OR MACHINE ° REW — GLASS 1 MEM _ ANCHOR A,C,D OR E 0 12" 0.C. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 1 0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19 7 DAT ;,1 = : Mgr BY . -4 PRODUCT CO ' DIVISION BUILDING ,CODE COMPLIANCE OFFICE ACCEPTANCE NO. 16 6621.0i z zp 0 a O O • a- O U w z c M O 0- Ca c o [O P4 v) o! c0 t% z )n n z in OMo Lai a 0 0 Qo LJ r7 O) O JJ tOO Z - m I w W Z Q� q 2 Z � Q 5 - o LO S ( CD L c 0 0 a) v .0 v 0 0 0 t C drawing no. 96 -19 (sheet 3 of 5 ANCHOR TYPE ANCHOR SPACING INCHES UPTD 40 PSF UPTD 70 PSF ME i'MMIUM0iF7it! TIMM,• URORRXNl,00r - c iiM - EXISTING WOOD TRUSSES 0 24" O.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 2 X 5 X 1/8" ALUM ANGLE CONT. (3) # 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 123" MAX DESIGN LOAD = 6 . PSF 1 -1 1 -3/4" MIN. COUNTER TOP CONDMON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. It` 1/4' PLYWOOD EXISTING SOFFIT 10 X 2 SELF DRILLING SCR. 0 15" O:C. 7 1 2 3 x 1/8" x 4 x 1/8" 2 x 5 x 1/8" ALUM. ANGLES _ 1/4" THRU BOLT W/ WASHER & NUT O 6" O.C. #10 X 1' HEX HEAD SELF DRILLING SCREWS e 6' D.C. # 14 X 3/4" TEKS 0 12" O.C. 1" X 3 -3/4 1/8" CONT. ALUM TUBE W/ (3) 1/4" 0NX 4" LAG SCREWS 0 EACH STUD W ■2" MIN PENETRATION INTO EXISTING STUD FASTENERS AS PER SCHEDULES W/ 1 -1/2" MIN. PENETRATION TO EXISTING WOOD HEADER 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' ALUM ANGLE INSTALLATION DETAIL ON EXISTING WOOD BUCKS SCALE : 1/ � - MAX. SHUTTER HEIGHT = 6 FT. MAX:, DESIGN LOAD = 65 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS\SEE SCHEDULES ON SHEET 2 Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 t 1/4 -20 X 1/2' BOLTS W/ NUTS @ 12' D.C. FASTENERS SEE SCHEDULES ON SHEET 2 2 "X4 "CONT. W/ (3) 1/4" 113 X 5" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO. EXISTING STUD APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT COf % - :: - 7 19 /Mgr OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q&0- 660 • 0 t1--4 c 0 Z O E:: f O Q- 0.4 .z1 Ix U w `' Z M jM O c` 'u, I CD c O W � ( 0 'c en U -, 0 0 0 rn 0 a) z o : Z 0 0 0 0 0 ( drawing no. 96 -19 (sheet 4 of 5 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSE EDGE DISTANCE DECREASE SPACING BY • LTI' iNG WITH THE FACTOR BELOW EDGE D • . 12d =3 "1 d =2 -1/2" 8d =2" 6d =1 -1/2" 5d =1 -1/4" FACT ' 1.00 0.86 0.71 0.57 0.50 EXAMP • : EDGE DIST. SPACING = 12' O.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. 1 ___ 1 __ I IIIH MEN 11111 111111 I uIiuul = 1 1 I IMO& 1 I NEM 1 1 MINI ALL_RUI111111: • 1 11111111 I. 1 , I 1 L 1 I IL MI I 1E111 II . liNcipP II I ' 1 I MI 1 ma 1 I MI I *aim MIN A 5- 40 60 60 70 90 SLAT SPAN - e Ln m cn WN m r- E LD z `D H Lfl U) LD E CH 7R SF AC ANCHOR CHART 1 QDN 1 \NN E .... ,.....n II ................ ..., 1111 i,,. 40 DLJ 66 70 00 50 100 i1E1 120 SLAT SPAN - INCHES 100 11. 110 120 HE m m ID L m 0 CC In Z ` H LD M 9" AN CH aR 1 ANCHOR CHART 2 RUN 2 SPACE 011 5.1 IIII 40 50 610 'fib 60 'JO 100 110 120 SLAT SPAN - INCHES 40 50 60 70 80 0 100 110 120 SLAT SPAN - 'NCHES • mg m » M A RICH 12 VIII 1111 VIII ,.,...I, ... gill .1...... II I ,I., gill ,....11. II" ........ OR 9 PAC E ANCHOR CHART 3 RUM 2 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES M - 40 \, ANC -LOP, cP E TYPICAL. ANCHORS ANCHOR® = 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK ANCHOR CHART 7 ? _ 4 7 50 60 70 SLAT 80 SPAN 90 100 - INCHES 11 120 M 12 NC -10F ANCHOR CHART 4 (8.[!N 4 SAC E 1141 ,I., Till 1111 lilt .,., 11 ......i. VIII .,., 1111 .... ............ i... 40 60 60 70 80 90 100 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN WOOD = 1 -1/4 NO REDUCTION FACTOR IS REQUIRED = 1 4 ' - - - C BODY) 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR ©= 1/4' RAWL CALK - IN STAR 'TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. OR BLOCK ANCHOR ©= #14 S.M.S./LAG SCREWS INTO WOOD. (S.C.= 0.47) 1 -1/2" MIN. PENETRATION. NOTE ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 APPROVED AS COMPLYING W'TH THE OUTH FLORIDA BUILDING CODE DAT - ' is `7 BY PRO DUCT CON ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 9(p-ot /. 01 0 z 0 0 O U 2 r Z r c z > Mo 0 �QQo 0 00 N 0 . t C .0 m 0 0 0 draw ng no. 96 -19 (sheet 5 of 5