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1075 NE 96 St (8)-/ 7 (0 �- E� % St' (1 3�.0( 01( - 3Ce 9 ° Date Job Address Tax Folio Legal Description / E% 0-i C �lDC ' / (7 ' lam) ��{'10 /'' �5 5 C Owner / Lessee / Tenant r r ,r /< L ©it- cI I , n Master Permit # Wag f�� Owner's Address 1 0 7 5 I V q 62 th r-e Phone ) 154 - - .q rQ X Contracting Co. J\p4 � i in, / 7 -- ) C Address 550 71S1rt Blvd , HilloAd/."JL Qualifier ��/ I l 1 0 a-LIZ -GUI) SS# Phone L3o,s 7c - 0,. 97" Mortgagor APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Stag # r eg k, T Municipal # Competency # Architect /Engineer A/ ffT (gip Bonding Company / ** * * * Permit Type(circle one)' BUIL DING i LECTRICAL WORK DESCRIPTION (IV A L1.- bur-riCa rye Square Ft. � J * - 3 Notary as to Owner and /or Cond9..Er My Commission Expi D ESOSA z `yr`r'' MY COMMISSION 0 CO *: EXPIRES: Apti118,199 0. Banded ThN Wry Public Undelwdters Fire Zoning Building Mechanical Plumbing Ins.Co. /0.13,5. Address - �SC-�/ L /Y) Ay» , 3 / 7 V Address Address PLUMBING MECHANICAL ROOFING PAVING PENCE Estimated Cost(value) ) 3S ` WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and 1J at all work will be done in complianc->with all applicab F laws regulating construction and zon•nA. Furthermore, I authorize t•a abov ..m d 5;0 -act o do the work stated. 11 _ �- • resident Signature o 't Owner- Builder Date: Notary as to Co My Commission E * * v, c/a! 6ffri SIGN DIANE 4Sh Ai r ► <; EXPIRES: April 18,1998 'A RA , Bonded Thru Notary Publ>c Underwriltera FEES: PERMIT ' RADON C.C.P. 1. 016) TOTAL DUE e l l / Other Electrical Engineering FRANK LU BIEN 10050 N.E. 2ND AVENUE MIAMI SHORES, FLA 33138 Dear City Official, We are the Dade County Notice of Acceptance holder for the following products: - Aluminum Accordion Type Shutters under numbers 94- 1201.06. and 96- 0621.01 Extruded Aluminum Rolling Shutters under numbers 95- 0223.11 and 95- 0303.01 - Extruded Aluminum Storm Panels under number 94- 0802.05. 18 ga. Galvanized Steel Storm Panels under number 95- 0120.02. - Aluminum Hinged Colonial Shutter under number 95- 0908.04. This letter authorizes Emilio Cuzan to use any of the following: - Aluminum Accordion Type Shutters under numbers 94- 1201.06 and 96.0621.01 - Extruded Aluminum Rolling Shutters under numbers 95- 0223.11 and 95- 0303.01 - Extruded Aluminum Storm Panels under number 94- 0802.05. - 18 ga. Galvanized Steel Storm Panels under number 95- 0120.02. - Aluminum Hinged Colonial Shutter under number 95- 0908.04. at the following job: Job Owner's Name: Job Address: Sincerely; K--// William Devore Vice President r lladenr 550 ANSIN BOULEVARD w HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Form Jhu nn o r s Sri nfh5 Pr Hallandale: (954) 454 - 4114 Dade: (305) 757 -8591 Broward: (954) 525 -3466 Palm Beach: (561) 686 -6277 Fax: (954) 454 -1577 Unit No. Prdt Slid Door Win Entry Door • Room Opening Size Width Height to . VD weeks from date Operation IIS Profile • Color OIS Profile Color Frame Color Manual Crank Motor , MtrDOr 1 , 7( Ig';'ffir /axillt X Ac` (ref *' o 2 . `7 — U'r f . 41 3 s •� � r— r1�a i l 76(.4600 4 /?, 7 4raig c 7721 a-W.4_35 5 it r br 6 is 7 8 9 10 I.1. AMOUNT • /7 .ro.it7o DEPOSI 1 (I/, Min. Required) 4'2)0800 . DUE C.O.D. Pay Installer is" a 00 Installs ' n estimated to begin in approximately to . VD weeks from date of receipt of deposit. This is only an estimated date and you will be contacted to schedule the actual installation date. ROL-4 ROLLADEN INCORPORATED tqz L U . CUSTOMER NAME / 4 j' Gulf AI JOB ADDRES$ SAkt1E • BILLING ADDRESS /07.5 •E. Irr /t4/,4it/ .50L / AV-.1 33/38 ' TELEPHONE Isle- - "toy 7 y PROPERTY OWNER es OTHER PHONE '! We propose to furnish and install the following: Tota openings o be covered (multiple count as one). Units are numbered from left to right.from: Inside Filler Panel(s) to be located in section No. and No. • and No. Shutter(s) to be installed: Inside O Outside i Special _ Ipstructions: Rear Indicate by number counter clockwise Q OMIT Front Accepted & Approved ORDER NO. V .01 MAIN OFFICE Outside None 71*-/' ,3' J /f/L's2, CCjfV 1 e911.: Aiar 44 F40,44 PE& lif 77410, Electrical hook -up included in this price? YES ❑ NO ❑ Surface Mount ❑ Recessed 0 TERMS OF PAYMENT BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where electrical hook -up is to be performed by Rolladen or its authorized sub-contractor, a maximum of ten percent (10 %) of the contract amount may be retained pending completion of same. FLOOR OF BUILDING / Is "high- work" required? YES ❑ NO101.. OWNER OF PROPERTY? YES ) NO ❑ (If NO, fill In Owner's name and address i� in space provided at top of form.) Products re to be installed on the premises situated in _�CJL��/ County, State of owned by Purchaser and described as: Lot Block Sub Divisio . tO� /1— D IT 3 zO - , or . 3 (0'90 BJ(E I � •i�F XL A / CONTRACT SU CT TO AIONAL ERM N REVERSE SIDE , "BUYERS RIGHT TO CANCEL" "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 downpayment." EXECUTED IN SIX CQP_IgS, ONE COPY OF WHICH WAS DELIVERED TO, AND RECEIPT IS HEREBY ACKNOWLEDGED BY YER, THIS 2r7S.DAY OF i , 19 x () (Purchaser Sign Her Page l of ( --- `-�� -� ------ 14-6-7-y '----- -' ---- -- - n- - ti,' -4_ ^.� °`"~`~ '—`` ``~--9 le y\__ . ' ~ r---------- o*�� | � oat qr.9« Oil -� ` -- / . - �� -� _-_ -- ---- . � . _' ' • ' -_ --__-__ � i | . '--- ' -'---__ �� � A. »/�� ' / - ' • / � � . uuu��[ | i / . �'��»' U � � ` ' . . � | ' � | | |x^ /��,i ! ' i ' | � . � ' ' . ; ' . � / ' . | ' � ! � � / ' ' ' / \�� ' ' ' ' | ' / ' | | | | 7w . ' / � ^4;16 . . � | � | . . . • . ' i � ' ' i / '~```— ' x` � / . ' ' �° - -_�---__--__ _ ____ _� = - . 3 - 7 2 ',I 2 ' ----_ - _'--_' ________-'- - '/ --- ��' /2^. __ _- - _ _ � -~ - ---=`�'- _ _ - -_ _---- � � ��° Y E *� / 5^ 4 4,6--/ ---- - _____ __��____ _ _ _-__ _-- -_ __- _- ' --' .. . . i - -_ _ ___ _--__' _ ---'--- - ' - ' - '--- --------- � / • - . - • . . / . .. _ _ ------ . ' . . ' / . ~ ^ ^ ^" . ' | carli __ ,~, ..., —'- -- ^ ; " .. ,.,"' - �� ^... ^"..^ � ___ ____ , _ _- '--1 ! ���`�----------�-- .' - __ _ _ �- - -- ---- - '—� _ _-- - - '-- _ _ __' . - .- __ ' • iJ q Y /\ 2, 43 0 \ �\ L\ E 10r 1 Sincerely, Willi ore Vice President rolladent 550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Form at the following job: F CLVt_ Job Owner's Name: J Job Address: D e n6 q69 5hret M o am o Sao , Flo ri cta 331 L3g Hallandale: (954) 454 -4114 Dade: (305) 757 -8591 Broward: (954) 525 -3466 Palm Beach: (561) 686 -6277 Fax: (954) 454 -1577 Dear City Official, We are the Dade County Notice of Acceptance holder for the following products: - Aluminum Accordion Type Shutters under numbers 94- 1201.06. and 96- 0621.01 - Extruded Aluminum Rolling Shutters under numbers 94- 0818.05 and 95- 0303.01 - Extruded Aluminum Storm Panels under number 94- 0802.05. 18 ga. Galvanized Steel Storm Panels under number 95- 0120.02. Aluminum Hinged Colonial Shutter under number 95- 0908.04. This letter authorizes Emilio Cuzan to use any of the following: - Aluminum Accordion Type Shutters under numbers 94- 1201.06 and 96.0621.01 - Extruded Aluminum Rolling Shutters under numbers 94- 0818.05 and 95- 0303.01 - Extruded Aluminum Storm Panels under number 94- 0802.05. 18 ga. Galvanized Steel Storm Panels under number 95- 0120.02. Aluminum Hinged Colonial Shutter under number 95- 0908.04. METRO -DADE February 7, 1997 Steve Mosley Rolladen, Inc. 550 Ansin Boulevard Hallandale, FL 33009 NOTICE OF PROPOSED ACTION To: Members of the Building Code and Product Review Committee and Rolladen, Inc., Applicant In accordance with Dade County Administrative Order 10 -3, which governs the product review process, the Product Control Section of the Office of Code Compliance, intends to issue a Product Control Notice of Acceptance to Rolladen, Inc. for Extruded Aluminum (6063 -T6 Alloy) Accordion Type Shutter No. 96- 0621.01 to allow its use in Dade County and its municipalities. To: Members of the Building Code and Product Review Committee: The documentation being provided to you represents the recommendation of the Product Control Section of the Office of code Compliance in regards to the submittal of Rolladen, Inc. for Extruded Aluminum (6063 -T6 Alloy) Accordion Type Shutter No. 96- 0621.01. Under the provisions of Dade County Administrative Order 10 -3, which governs the product review process. You must review this documentation. if within 20 days from the date of mailing, we do not receive any written objection stating the reason(s) for your disapproval, this product will be automatically approved. To: Rolladen, Inc., Applicant The Product Control Section of the Office of Code Compliance, in accordance Dade County Administrative Order 10 -3, which governs the product review process, has issued this notice of proposed action and intends to issue a Product Control Notice of Acceptance for your Extruded Aluminum (6063 -T6 Alloy) Accordion Type Shutter No. 96- 0621.01 to be used in Dade County and its municipalities, unless a member of the Building Code and Product Review Committee or yourself has any objections. Should you not be in accord with this notice of proposed action and wish to appeal our recommendation, you must make a written request, stating the reasons for your objection(s), to our office within 20 days of the date of mailing. Upon receipt of your written request, a hearing date will be set so that you can present your objection(s) to the Building Code and Product Review Committee. Since gly, aul Rodri_ %ez / Charles Danger, P.E. Product Control Supervisor Director PAPRODCNTL\REPORTS\NOTICE. SAM Internet mail address: postmaster @buildingcodeonline.com METROPOLITAN 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 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 DATE OF MAILING February 7, 1997 Mailed by: Homepage: http : / /www.buildingcodeonline.com • Rolladen, Inc. ACCEPTANCE NO.: 96- 0621.01 APPROVED EXPIRES 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 1/2" diameter x 1.0" long Celcon bushings. 2.3 Tested specimen dimensions:: 47" wide x 123" long overall (120" Blade length) (I) 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' -0" (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 x 58" long 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 I/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 not to exceed 18" above or below from each end; or at midspan for all shutter applications and must be activated during hurricane warning. 2 1 -Ielmy A. Makar, P.E., Plans Examiner Product Control Division ' Rolladen, Inc. ACCEPTANCE NO.: 96- 0621.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SP CIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mounts: (A) (CONCRETE /MASONRY/WOOD): Every second aluminum slat blade hangs from a set of double rollers and die cast Zamak roller housings that glide on the track of the Wall Mount Header and Wall Mount Sill track, 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 Wall Mount Header and Sill, which 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 second 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 Header and 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 interior side 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 Built -Out Condition: (A) (CONCRETE /MASONRY /WOOD): Every second 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 Header at the head and at the sill track every second slat blade ride 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 interior side 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 second 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 Header at the head and at the sill every second slat blade ride inside of Sill with Sill Bottom - 2a - Helmy A. Makar, P.E., Plans Examiner Product Control Division ' * Rolladen, Inc. ACCEPTANCE NO.: 96- 0621.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Adapter, the sill parts are attached to each other with 410 x 2" self drilling screws spaced 15" o.c., along the interior side 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 6" 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) +1 1 1.0 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. Rolladen. Inc. ACCEPTANCE NO.: 96- 0621.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED : TESTS: 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 I lumayoun Farooq, P.E. - 2c- RESULTS: Helmy A. Makar, P.E., Plans Examiner Product Control Division . R2olladen. Inc, ACCEPTANCE NO.: 96 -06) 1.01 APPROVED EXPIRES 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: 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. 1 I. 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. END OF THIS ACCEPTANCE - 3 - Helmy A. Makar, P.E., Plans Examiner Product Control Division R.268 1.122 1.000 540 R.218 4.186 3.709 .050 TYP.J BLADE '5905' 6063 -T6 3.096 ALT. SILL 6063 -T6 2.965 .062 TYP R.110 1.900 .062 TYP ALT. SILL ADAPTE 6063 -T6 .62 1.525 1.674 1.938 .062 TYP TYP H.D. HEADER 6063 -T6 3.102 ALT. HEADER 6063 -T6 1.250 1.536 31LL 6063 -T6 2.965 r -1.406 -T-1.374 SILL ADAPTER • 6063 -T6 R.218 R.268 .050 TYP 3.000 F-- 2.2.50 ----i 1.000 90' END SLAT 6063 -T6 2.713 - .sotr.___2.000 1.000 I . - 775 .062 RAIN -GUARD 6063 -T6 .400 - .250J x-.056 BOTTOM GUTTER 6063 -T6 .125 M- -1.750 FLOOR SHOE 6063 -T6 6.000 1.268 1.000 1.550 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 6 X 1/8' ALIMINUM TUBES 6063 -T6 { 0 c 0 A E E A 8 c 0 2.000 063 -T6 TYPICAL ELEVATION 1 X 2 X 1 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8 2.000 .125 TYP ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) GENERAL NOTE 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 EDmON. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. • 4. Sii.U. SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TIP -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 POSfTTVE PRESSURE. 8. ANCHORING OR LOADING CONDm0NS OTHER THAN THOSE 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 JAN 3 11997 rn 0 0) z z O 0 O 0 o 0) O N7 Z O U- I W w -<0 O Z Z r -J u1 0 f T 0 cn 0 y C 0 y v o v 4 0 ' z 1 O m c> r-� sheet 1 of 5 5 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 5 2 - C 3 2 - D 6 3 - E - - 3 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 4 - C 5 4 - D 7 5 - E - - 5 ANCHOR • -.. HART TO USE_- r.I. 'rti:LDS' '►OD E - - 3 t 3 . ANCHOR TYPE CHART TO USE CONC BLOCK WOOD 2 A 6 0 3 6 E 2 X 2 X 1/8 ALUM ANGLE ANCHORS SAME AS HEADER WALL MOUNTS .350 MAX TYP 1/4 -20 X 1/2' BOLTS W/ NUTS a 12' 0.C. 1 Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK •• 12d (12 ANCHOR DIAMETERS) w000 = 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. MAX. SPAN =120* 1/4 -20 X 3/4' FLAT TOP M.S. W/ NUTS e 12' 0.C. SECTION A —A 1 X 2 X 1/8'_ ALUM ANGLE RAIN GUARD - OPTIONAL NON - STRUCTURAL ALT. WALL MOUNTS ANCHOR TYPE CHART TO USE CONC. 4 2 4 BLOCK 1 W000 1 ° _1/4 -20 X 3/4' FLAT TOP M.S. W/ NUTS a 12' O.C. 1/4 -20 X 1/2' BOLTS W/ NUTS e 12'O.C. .500 DIA. - CELCON BUSHING BOTTOM GUTTER OPTIONAL NON - STRUCTURAL FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATIONS SEE SHEET 4 OF 5. FOR ANCHOR CHARTS SEE SHEET 5 OF 5. ANCHOR TYPE A 8 CHART TO USE CONC. 6 4 6 BLOCK 3 3 4 WOOD 3 INSIDE MOUNTS DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN =120' MAX. SPAN =120 2 X 3 X 1/8' 2 X 4 X 1 /8' - 2X5X1 /8' ALUM ANGLE F es-- Ed . SECTION C —C # 10 X 2' SELF DRIWNG SCR. C 15' 0.C. Ed. • 3/4 J ANCHOR CHART TO NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL COMBINATIONS. ALTERNATE HEADER CAN BE USED IN UEU OF H.D. HEADER. Ed. it 1 Engr. DR. HUMAYOUN F • • OQ STRUCTUR FLA. PE # 557 2 X 3 1/8' 2 X 4 1/8' [ 2 X 5 X /8' ALUM ANG E 1/4 -20 X 1/2' OLTS W/ NUTS e12'O.C. MAX. SPAN-120' 2 DRIWNG SCR. 15 0.C. rn 0 rn z z O 0 0 ) O O O Q M W • U DJC C O Z m I w W ZQ 9 Z ZZ Q -1 0J O ) ... ( 0 0 0 .0 0 0 'O `1 v drawing no. 96 -19 sheet 2 of 5 0 V) d• w r` Z r' CL CI co V) 0! p w c cy w Z � • o W v 0 0 O O 0 1 1 J 'owing no. )6 -19 eet 3 of 5 ANCHOR TYPE ANCHOR SPACING INCHES UPTO 40 PSF UP TO 70 PSF i'l_molSim7t! iiNOMM000MUMtIM — II E - - 1 4 - - 8 2 X 5 X 1/8" ALUM ANGLE CONT. (3) # 14 S.M.S. 0 EACH RAFTER 2' MIN. PENETRATION 3" MIN / / / /M/ / //I T////C / / / /// EXISTING WOOD TRUSSES 0 24" O.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 HEADER CONNECTION TO WOOD TRUSSE$ MAX SHUTTER HEIGHT = 123' MAX DESIGN LOAD = 61 PSF 1 -1 1 -3/4' MIN. COUNTER TOP CONDmON (PASS THRU WINDOW) MAX SHUTTER HEIGHT = 6 FT. 1/4" PLYWOOD EXISTING SOFFTT 3/4' 2 x 3 x 1/8' 2 x 4 x 1/8' 2 x 5 x 1/8' ALUM. ANGLES _1/4" THRU BOLT W/ WASHER & NUT 0 6' O.C. 010 X 1' HEX HEAD SELF DRILLING SCREWS e 6' O.C. 10 X 2" SELF DRILLING SCR. 0 15' O.C. # 14 X 3/4' TEKS 0 12' O.C. 1' X 3 -3/4' 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 GLASS 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 ROLL : 1 /4 • ■1 MAX. SHUTTER HEIGHT = 6 FT. MAX. DESIGN LOAD = 65 PSF OTHER CONDRIONS SIMILAR FOR FASTENERS SEE SCHEDULES ON SHEET 2 Engr. OR. HUMAYOUN FAR000 STRUCTURES FLA PE if 16557 FASTENERS AS PER SCHEDULES W/ 1 -1/2" MIN. PENETRATION TO EXISTING WOOD HEADER _ FASTENERS SEE SCHEDULES ON SHEET 2 1/4 - 20 X 1/2' BOLTS W/ NUTS a 12' O.C. 2 X 4 CONT. W/ (3) 1/4" 0 X 5" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD 4-4 c z O 0 a o O a a O U z r� j o 0 O << m Pe 001- wW u '� UJ ) drawing no. 96 -19 sheet 4 of 5 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d=3'10d =2 - 1/2' 8d =2' 6d =1 -1/2 5d =1 -1/4 FACTOR 1.00 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3 EDGE DIST. SPACING = 12 0.C. (FRO).4 CHART) FOR 2' EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. Ci In m tn ■ Ah CH.] R SP AC ANCHOR CHART 1 RAN i 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES 40 6 60 70 8QI 90 100 110 120 SLAT SPAN - INCHES 11 m . If ID m L.. In D_ W m D! N 7 cn U) Z %LI cn H O ID Ct E AI CH DR SF AC \11 \g1I1 MI la ANCHOR CHART 2 RAN 1 \NN 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES ANCHOR CHART 6 RUN • t NC 108 A :E 12 40 50 60 70 80 SLAT SPAN 90 100 110 120 INCHES u. E1 -y C1 A NICHOR BPAC E ANCHOR CHART 3 RAN 0 ....1111 .,.. 1101 .... ,... 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES ANCHOR CHART 7 N1-D9 7 12 NC -TO 9 E 111 ,. l, grIl 1.1. 111g1 vIll "IV fly. .... 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES 40 C NC-10F SPA 111111 lir. 1.111.1. 1 III. lig. "II WIT VIII lig II" 111 12 ANCHOR CHART 4 RAN 4 E N 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN WOOD = 1-1/4 NO REDUCTION FACTOR IS REQUIRED TYPICAL ANCHORS ANCHOR OA = 1/4' TAPCON 1 - 3/4' EMBEDMENT TO CONCRETE ___ 1 -1/4 EMBEDMENT TO BLOCK ANCHOR © 1 e - T -fi/` - OTT 771 ={W7 AAMAC 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.G.= 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 FA. PE # 16557 JAN 3 11997 f w Z r, Z r) > O a Q Q o m ( O ffi W 1 N Z i r-i L LJ ( KC In O rn c0 rn z Z 0 0 d' 0 0 if; 0 N . rowing no. 96 -19 sheet 5 of 5 6" N - _ 9 {2' c NC -10P. ' DACE N1/4- . I N CHOR CHART 51 RUN 0-t Y ,. ,j.,. .,J . .., ,... 1111 ..,. ..11 1711 , .... - 11.. TrIrT .., r Ci In m tn ■ Ah CH.] R SP AC ANCHOR CHART 1 RAN i 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES 40 6 60 70 8QI 90 100 110 120 SLAT SPAN - INCHES 11 m . If ID m L.. In D_ W m D! N 7 cn U) Z %LI cn H O ID Ct E AI CH DR SF AC \11 \g1I1 MI la ANCHOR CHART 2 RAN 1 \NN 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES ANCHOR CHART 6 RUN • t NC 108 A :E 12 40 50 60 70 80 SLAT SPAN 90 100 110 120 INCHES u. E1 -y C1 A NICHOR BPAC E ANCHOR CHART 3 RAN 0 ....1111 .,.. 1101 .... ,... 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES ANCHOR CHART 7 N1-D9 7 12 NC -TO 9 E 111 ,. l, grIl 1.1. 111g1 vIll "IV fly. .... 40 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES 40 C NC-10F SPA 111111 lir. 1.111.1. 1 III. lig. "II WIT VIII lig II" 111 12 ANCHOR CHART 4 RAN 4 E N 50 60 70 80 90 100 110 120 SLAT SPAN - INCHES TYPICAL EDGE DISTANCE IN WOOD = 1-1/4 NO REDUCTION FACTOR IS REQUIRED TYPICAL ANCHORS ANCHOR OA = 1/4' TAPCON 1 - 3/4' EMBEDMENT TO CONCRETE ___ 1 -1/4 EMBEDMENT TO BLOCK ANCHOR © 1 e - T -fi/` - OTT 771 ={W7 AAMAC 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.G.= 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 FA. PE # 16557 JAN 3 11997 f w Z r, Z r) > O a Q Q o m ( O ffi W 1 N Z i r-i L LJ ( KC In O rn c0 rn z Z 0 0 d' 0 0 if; 0 N . rowing no. 96 -19 sheet 5 of 5 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 5 6 7 5,6,7 5 6 7 + - - - + - - - 10 35.5 EVALUATE NEGATIVE LOADS AT ROOF ELEVATI ❑N 53.0 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 20 38.5 56.1 30 43.2 60.9 40 46.9 64.5 50 50.0 67.4 60 52.7 69.9 80 57.2 59.6 90.5 121.3 74.0 77.1 117.1 157.0 100 62.5 65.0 97.9 130.8 b 77.4 80.6 122.4 164.2 120 64.3 66.9 101.6 136.3 80.3 83.6 126.9 170.3 140 67.1 69.9 106.1 142.4 82.8 86.2 130.9 175.6 160 69.8 72.6 110.3 147.9 85.1 88.5 134.5 180.4 180 72.1 75.1 114.0 153.0 87.1 90.7 137.7 184.7 200 74.3 77.4 117.5 157.7 88.9 92.6 140.6 188.6 220 76.4 79.5 120.8 162.0 90.7 94.4 143.3 192.2 240 78.3 81.5 123.8 166.1 92.2 96.0 145.8 195.6 260 80.1 83.4 126.7 169.9 93.7 97.6 148.2 198.8 280 81.9 85.2 129.4 173.6 95.1 99.0 150.4 201.7 300 83.5 86.9 132.0 177.0 96.5 100.4 152.5 204.5 320 85.0 88.5 134.4 180.3 97.7 101.7 154.4 207.2 340 86.5 90.1 136.8 183.5 98.9 103.0 156.3 209.7 360 87.9 91.6 139.0 186.5 100.0 104.1 158.1 212.1 380 89.3 93.0 141.2 189.4 101.1 105.3 159.9 214.4 400 90.6 94.3 14.3.3 192.2 102.2 106.4 161.5 216.6 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C MEAN ROOF ELEV. FEET ROOF SLOPE > 10 DEG. ROOF SLOPE = <10 DEG. ZONE ZONE ZONE ZONE ZONE ZONE 4 & 5 4 5 4 &5 4 5 + - - + - - - 15 .2 J 45.9 57.2 J 39.6 42.0 52.1 0 9 49.9 62.1 42.9 45.6 56.6 25 50.0 53.1 66.2 45.8 48.6 60.3 30 52.7 56.0 69.7 48.2 51.2 63.6 35 55.0 58.5 72.8 50.4 53.5 66.4 40 57.2 60.8 75.7 52.4 55.6 69.0 45 59.1 62.9 78.3 54.1 57.5 71.4 50 60.9 64.8 80.7 55.8 59.3 73.6 55 62.6 66.6 82.9 57.3 60.9 75.6 60 64.2 68.2 85.0 58.8 62.4 77.5 DR. HUMAYOUN FAROOQ STRUCTURES FA. PE # 16557 THIS DOCUMENT L4 NOT SALTD WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL- FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER WTHOUT THE WRITTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -88. SET FORTH HEREIN). AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87th AVENUE MIAMI, FLORIDA 33174 (305) 264 -8100 a C '�' 94 -01 786 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: h - Air" 0 WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. 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. 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 567 ' 5 6 7 5,6,7 5 6 7 + - - - + - - - 10 35.5 EVALUATE NEGATIVE LOADS AT ROOF ELEVATI ❑N 53.0 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 20 38.5 56.1 30 43.2 60.9 40 46.9 64.5 50 50.0 67.4 60 52.7 69.9 80 57.2 59.6 90.5 121.3 74.0 77.1 117.1 157.0 100 62.5 65.0 97.9 130.8 77.4 80.6 122.4 164.2 120 64.3 66.9 101.6 136.3 80.3 83.6 126.9 170.3 140 67.1 69.9 106.1 142.4 82.8 86.2 130.9 175.6 160 69.8 72.6 110.3 147.9 85.1 88.5 134.5 180.4 180 72.1 75.1 114.0 153.0 87.1 90.7 137.7 184.7 200 74.3 77.4 117.5 157.7 88.9 92.6 140.6 188.6 220 76.4 79.5 120.8 162.0 90.7 94.4 143.3 192.2 240 78.3 81.5 123.8 166.1 92.2 96.0 145.8 195.6 260 80.1 83.4 126.7 169.9 93.7 97.6 148.2 198.8 280 81.9 85.2 129.4 173.6 95.1 99.0 150.4 201.7 300 83.5 86.9 132.0 177.0 96.5 100.4 152.5 204.5 320 85.0 88.5 134.4 180.3 97.7 101.7 154.4 207.2 340 86.5 90.1 136.8 183.5 98.9 103.0 156.3 209.7 360 87.9 91.6 139.0 186.5 100.0 104.1 158.1 212.1 380 89.3 93.0 141.2 189.4 101.1 105.3 159.9 214.4 400 90.6 94.3 143.3 192.2 102.2 106.4 161.5 216.6 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C MEAN ROOF ELEV ROOF SLOPE > 10 DEG. ROOF SLOPE = <10 DEG. ZONE ZONE ZONE ZONE ZONE ZONE 4 &5 4 5 4 &5 4 5 FEET + - - + - - - 15 j, --- 43.2' 4.5.9 57.2 39.6 42.0 52.1 20 46.9 49.9 62.1 42.9 45.6 56.6 25 50.0 53.1 66.2 4.5.8 48.6 60.3 30 52.7 56.0 69.7 48.2 51.2 63.6 35 55.0 58.5 72.8 50.4 53.5 66.4 40 57.2 60.8 75.7 52.4 55.6 69.0 45 59.1 62.9 78.3 54.1 57.5 71.4 50 60.9 64.8 80.7 55.8 59.3 73.6 55 62.6 66.6 82.9 57.3 60.9 75.6 60 64.2 68.2 85.0 58.8 62.4 77.5 DR. HUMAYOUN FAROOQ STRUCTURES Fl .A. PE # 16557 THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER 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). - FAROOQ CORPORATION a C - U Il ENG INEERS, PLANNERS & PRODUCT TESTING 1235 SW 87th AVENUE MIAMI, FLORIDA 33174 (305) 264 -8100 94-01 01 • 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. .40P h NOTES: Z 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. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. 0 i APPROVED BY DATE ZONING STRUCTURAL ELECTRICAL PLUMBING 1- -- ROOFING '1 4' OM BLDG. OFFICIAL SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. M1%1i SHORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACY OF OR RESULTS FROM THESE PLANS. COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BM MIAMI SHORE S VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & Sid CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDIN`. REGULATIONS WHETHER OR NOT SPECIFICALLY INDECA' I IP HEREE /0 7 GSJ finVJ SHORES MUM