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301 NE 93 St (9)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 301 NE 93 St Tax Folio 1132060136230 Legal Description 301 NE 93 St. Owner / Lessee / Tenant Babcock Madeleine Master Permit ! Owner's Address 301 NE 93 St Phone 305 -754 -6383 Contracting Co. Wrnnn EntPr_ Corp_ Address 211 NW 5 Ave Qualifier MI -haPl Mr C raT.T State # CGCA 14792 Municipal # Competency # Ins.Co. Architect /Engineer_ Al Farnnq Cnrp_ Address 1235 SW 87 Ave Bonding Company Address Mortgagor Address Permit Type(circle one):(BUILDING) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTION Inetall 19 ATR AP rordinn shnttPrs Square Ft. 617 Estimated Cost(value) S9731.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named ,ontractor to do the work stated. Signature of owner and /or Condo President Date: Notary as to Owner My Commission Expi ** * * ,* FEES: PERMIT APPROVED: SS# Phone 954- 456 -6979 d /or Condo President • OFFICIAL NOTARY L.AL COLLEEN J GUERRA NOTARY PUBLIC STATE OF FLORIDA!; OMMISSIQN NO. iC467952 * ° * MY COMMISSION EXP. MAY 29,1 RADON C.C.F. Fire Zoning Buildin Mechanical Plumbing Notary as My Commis or Owner- Builder �o � �� =i k®PAb'FSOWner- uilder ion Etc ' s :J GUE.?A NOM i,'BLIC STA'T'E OF FLORIDA M CC.dMrGSION NO. CC467952 MY Cad1N6ISSION EXP. ?j AY 2:3,1979 NOTARY TOTAL DUE ** Other ectrical Engineering PERMIT NO. STATE OF FLORIDA COUNTY OF DADE: 97R438346 1997 SEP 26 09:33 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 301 NE 93 St. Miami Shores FL 33138 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Wrono Enter. Corp. 211 NW 5 Ave NOTICE OF COMMENCEMENT TAX FOLIO NO Babcock, Madeleine 301 NE 93 St. an a e S. Surery:(Payment bond required by owner from contractoNr(G "a'ny') J ' . `... Name and address: �._ Amount of bond S -------------7- •; , d o n4 Official snot. or(e \\' VE;1' i2UVi1�,Cl , of Circu Pl rf , @.E. , % 6. Lender's name and address: — -- Madeleine Babcock Name Ln Expires: COLL 1 G NOTA COMMISSION NO. CC46 MY COMMISSION EXP. MAY 29, Dq L 'id subscribed before me this 4._z_day of t g 11 32060136230 Miami Shores, FL 33138 &3 -/ 3 7. Persons within the State of Florida designated by Owner upon whom notices or other documents by Section 713.13(1)(a)7 Florida Statutes, may be served as provided Name and address: 8. In addition to himself. Owner designates the following person(s) to receive a copy of the Cienor's Noce Section 713.13(1)(b), Florida Statutes. t ce as provided in Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the dale of recording flats is specified) ding unless a '� ^a:cr . r.l Owner ,*jr.: Name Prepared by : /Al (9{y Wrono Enter. Corp. Address :. 211 NW 5 Ave Hallandale, FL 33009 12.3P1.51 A \j / 8 ___ ....‘mil i /co /9 2v /s / S N 301 NE 93 Wii1/19/ Sr/oeC -I o idG J2zas Z- isox es erig 3-- 38X$ !� - //2 X S'Z 00 te r,. 38 X ON - 38X64 1/ SEX 6y g - //z X 9 - //2X // 4- 3StX - 13 // /1- s3X - - -I90 /2- /3 MI X 6LF t4 14'- 3/ x g7 7 3? x how- -O 2 f -38x89 0 -,35;eXx5;22--- (k4 a 00i PRE - DESIGN FORM 1 BUILDING LOCATION COASTAL NON COASTAL 2 BUILDING DIM WIDTH LENGTH HEIGHT 3 UNITS INSTALLATION ELEVATION ABOVE GROUND FLOOR . LOCATION ; skecth to locate units on building 4 TYPE OF INSTALLATION WALL MOUNT FLOOR MOUNT CEILING MOUNT . SPECIAL MOUNT 5 NOTES 32' 5(0 ra' unit ti/ Project Address: Salesman: If unknown suply distance from beach line unit JJ unit . J4- Tlt&C'OCc '"'O/ /(/L- 7 00/0/ed 4 Z mil r€' Date: 97 unit f {� unit JJ� unit JJOr unit N8 unit 4P unit O ✓ ' ✓ ✓ ✓ i/ ✓ 1/ ✓ 1 / ✓ ✓ PRE-DESIGN FORM unit #11 1 BUILDING LOCATION COASTAL NON COASTAL 2 BUILDING DIM .WIDTH :.LENGTH HEIGHT 3 UNITS INSTALLATION ELEVATION ABOVE GROUND FLOOR . ..LOCATION ;•Use skecth to locate units on building 4 TYPE OF INSTALLATION .WALL MOUNT • FLOOR MOUNT CEILING MOUNT SPECIAL MOUNT NOTES 3 /2 � Project Address: Salesman: . If unknown suply distance from beach line • unit 42 unit '3 - V166' . wt,/ .29 in ,e6..45,51 Date: 9 — unit /14 unit #5 unit 16 unit #7 et unit #8 unit 19 # 9/17/97 Jessica Kidd Adminstrative Manager City of Miami Shores 10050 NE Second Ave Miami Shores, F1 33138 Sincerely, My commission expires: Num;num »»> Wrol•Up• 97- 0623.04 Product Control Number Madaleine Babcock 301 NE 93 St. Miami Shores, FL 33138 OFFICIAL LLEEN J GUERRA L NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC467291999� MY COMMISSION EXP. MAY Wrono Enterprise Corp. Dear Building Official: We are the Dade County Notice of Acceptance Holder for Wronofold A.I.R.- Accordum under number Approved Product This Letter authorized Aluminum Wrol-Up Shades & Shutters to use our Wronofold A.LR- Accordian Approved Product approved under number 97- 0623.04 to be used at the following job: Product Control Number The foregoing signature was acknowledged before me this 1 day of Sap t - , 1997, by Jessica Kidd, the Administrative Manager of WRONO ENTERPRISE CORPORATION, a Florida corporation, who is personally known to me. C AM �QPiYI tl.i P/7 JI Notary Pupfic - State of Florida Main Office: 211 N.W 5th Avenue, Hallandale, FL 33009 954/456 -6979 Fax 954/458 -1379 1422 Hypoluxo Road, Lantana, FL 33462 561/586 -0801 Fax 561/586 -2455 Lee County Industrial Park, 16101 Old U.S. 41, Ft. Myers, Florida 33912 941/481-2288 Fax 941/481-7430 / l METRO PRODUCT CONTROL NOTICE OF ACCEPTANCE Wrono Enterprises Corp. 211 N.V. 5 Avenue Hallandale, FL 33009 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 DIVISION (305) 375 -2902 - FAX (305) 372 -6339 Your application for Product Approval of: "Wronofold A.I.R." Aluminum 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 Drawing No. 94 -46, 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 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.: 97-0623.04 Expires:07 /23/00 Raul Rod'f i.guez 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. Approved: 07 /23/97 Internet mail address: postmaster @buildingcodeonline.com -l Homepage: http : / /www.buildinacnrtp.+••���� - -- Director Building Codc Compliance Dept. Metropolitan Dade County Wrono Enterprises Corporation ACCEPTANCE No.: 97- 0623.04 APPROVED : ' JUL 2 3 1997 EXPIRES : JUL. 2 3 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 shall be 4.259" wide x .062" to .050" thick (tapered), constructed as indicated on approved drawing No. 94 -46 Sheet 1 of 4, using extruded aluminum alloy 6063 -T6, while auxiliary slats, (.062" thick x various length), and rest of the components shall be constructed as indicated on the same drawings and using the same extruded aluminum alloy, as noted. 2.2 Blade pins shall be #12 x 3" Sheet Metal Screws made of Series 410 galvanized stainless steel. 2.3 Tested specimen: 2.3.1 Blades dimensions: 38" wide x 97" long overall, (91" long for ceiling -floor mount) 2.3.2 Additional test: Blades were 38" wide x 111" long 2.3.3 Additional test for comparative analysis: Blades were 39" x 96 ", 39" x 111" and 39" x 150 ". 3. LIMITATIONS 3.1 Maximum blade height or span: 150" 3.2 Minimum separation between glass to be protected and shutter: 3 1/4" 3.3 Special requirement: 3.3.1 A maximum of 1/4" clearance is allowed between bottom of blade and top of bottom sill and top blade and bottom of header. 3.3.2 Locking rods shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position during hurricane warning. 3.3.3 A Key Lock (placed facing outside or inside) is required to be installed at midspan for each shutter application and must be activated during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Ceiling & Floor Mount (Inside Mount) Every fourth blade hangs from a set of double rollers that mounts on the track of the ceiling or wall mount header. Every blade has one pin at the bottom consisting of a special stainless steel screw and a nylon bushing that slides on the inside track or the outside wall of the bottom adjustable sill track and floor channel assembly. Manu l Perez, P.E. Plans Ex er 11 Product Control Division Wrono Enterprises Corporation ACCEPTANCE No.: 97- 0623.04 APPROVED : JUL 2 3 1991 EXPIRES : JUL 2 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS In this mounting arrangement, the Ceiling Mount Header is anchored directly to the underside of a poured concrete lentil and the bottom sill assembly consisting of the Track Adapter and the Adjustable Header /Sill joined together with one CO x 3/4" tek screw spaced at 12" o.c is anchored to a poured concrete slab or bulkhead, as shown in Section B -B "Inside Mounts" or alternate Threshold Track as shown in Section D -D "Inside Mounts" on Drawing. No. 94 -46, Sheets 2 and 3 of 4. 4.1.2 Wall Mount (Direct Mount) In this mounting arrangement, the Wall Mount Header and the bottom sill track, which is the same header upside down, are each fastened to the face of a poured concrete lentil and at the bottom to a poured concrete sill or concrete block wall, as shown in Section A -A "Wall Mounts" on Sheet 2 of 4. 4.1.3 • Built -Out Mount In this mounting arrangement, the Ceiling Mount Header is attached to the long leg of a 2 1/4" x 5 1/4" x 1/8" (or smaller) aluminum angle, which in turn is anchored to the wall. The sill section is basically the same thing turned upside down, as shown in Section C -C "Built Out Condition ". An alternate arrangement is using the Wall Mount Header fastened to a 3" x 3" x 1/8" (or smaller) aluminum tube, which in turn is anchored to the wall. The sill condition consists of the same parts upside down 4.1.4 Anv 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 A, B, D, and E listed on page 4 of 4 and using tables on each Section Detail to determine which chart to use and apply their corresponding spacing specified on Charts 1 thru 12 also on page 4 of 4 on Drawing No. 94 -46, Sheets 1 thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and is to be engineered separately. Fasteners must have their own Notice of Acceptance and must be of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 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 ". -2a- Manue Perez, P.E. Plans Ex rj ner II Product Control Division ORIGINAL TESTING PERFORMED (NOA #94- 0615.02) TEST TEST LOAD DESIGN LOAD DEFLECTION LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (97" blade) SATISFACTORY HTL -94 -133 Maximum 2 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (97" bladel +75.00 PSF HTL -94 -133 +57.7 PSF HTL -94 -133 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (97" blade) -91.00 PSF HTL -94 -133 -70.0 PSF HTL -94 -133 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (1 I I" blade) +97.00 PSF HETI -94 -132 +64.7 PSF HETI -94 -132 Maximum 13/16" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (111" blade) -93.00 PSF HETI -94 -132 -62.0 PSF HETI -94 -132 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (97" blade) Center mate SATISFACTORY HTL -94 -177 Maximum 2 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVEJ97" blade) +75.00 PSF HTL -94 -177 +57.7 PSF HTL -94 -177 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (97" blade) -91.00 PSF HTL -94 -177 -70.0 PSF I- iTL -94-177 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (1 I I" blade) Center mate SATISFACTORY HTL -94 -290 Maximum 2 5/8" 3" DESIGN PRESSURE RATING +57.7 PSF -62.0 PSF Wrono Enterprises Corporation ACCEPTANCE No.: 97- 0623.04 7. TESTS PERFORMED 7.1 TESTS: APPROVED : JUL 2 3 1997 EXPIRES : JUL 2 3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved Drawing No. 94 -46, Sheets 1 thru 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 This approval renews Notice of Acceptance No. 95- 0117.04 dated March 9, 1995. RESULTS: 2b - Manu 1 Perez, P.E. Plans E4 iner li Product Control Division ADDITIONAL TESTING FOR REVISION (NOA #95 -01 17.04) TEST TEST LOAD DESIGN LOAD DEFLECTION LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (96" blade) SATISFACTORY HTL -94 -369 Maximum 3.13" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (96" blade) +137.0 PSF HTL -94 -369 +105.4 PSF HTL -94 -369 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (96" blade) -138.0 PSF HTL -94 -369 -106.2 PSF HTL -94 -369 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 Center mate SATISFACTORY HTL- 94 -378i Maximum 3.25" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (84" blade) -324.0 PSF HETI -94 -387 -2-16.0 PSF HETI -94 -387 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (150" blade) -75.0 PSF HETI -94 -387 -50.0 PSF HETI -94 -387 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (118" blade) -146.0 PSF HETI -94 -387 -97.3 PSF HETI -94 -387 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (1 1 1" blade) -210.0 PSF HETI -94 -387 -140.0 PSF HETI -94 -387 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (1 1 1" blade) +210.0 PSF HETI -94 -354 +140.0 PSF HETI -94 -354 @ Design 1.78" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (III" blade) -160.0 PSF HETI -94 -354 -106.7 PSF HETI -94 -354 _ DESIGN PRESSURE RATING For Slat Span vs. Design Load see "Slat Performance Chart" on Drawing No. 94 -46 Sheet 1 of 4. . \Vrono Enterprises Corporation 7.2 TESTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: Test report on Uniform Static Air Pressure Test of std. accordion shutter (111" blade), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -132, dated June 06, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of std. accordion shutter (111" blade), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -354, dated Oct. 27, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Uniform Static Air Pressure Test of std. accordion shutter (84 ", 150 ", 118" and 111" blade), prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94- 387, dated Dec. 06, 1994, signed and sealed by Hector M. Medina, P.E. -2c- ACCEPTANCE No.: 97 0623.04 APPROVED : JUL 2 3 1997 EXPIRES : JUL 2 3 2000 Manu 1 Perez, P.E. Plans Ex Product Control Division ner II Wrono Enterprises Corporation -2d- ACCEPTANCE No.: 97- 0623.04 APPROVED : JUL 2 3 1997 EXPIRES : .1111 2.3 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.1.4 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of std. accordion shutter (96" blade) 3 specimens, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -133, dated June 06, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.5 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of std. accordion shutter, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -177 (96" blade), dated July 07, 1994, signed and sealed by Arshad Vigar, P.E. 8.1.6 Test report on Large Missile Impact Test of std. accordion shutter, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -290 (111" blade), dated Sept. 09, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.7 Test report on Large Missile Impact Test of std. accordion shutter (96" blade) 3 specimens, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -369, dated Nov. 10, 1994, signed and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1 Drawing No. 94 -46 "Accordion Shutter Details ", Sheets 1 thru 4 of 4, prepared by Al- Farooq Corporation, dated 06/10/94, revised on 12/01/94, signed and sealed by Humayoun Farooq, P.E. 8.3 Material Certification: 8.3.1 Mill certified test report No. 0042, extended by Benada Aluminum of Florida, dated May 25, 1994 with mechanical properties and chemical composition of aluminum alloy 6063 - T6. 8.3.2 Tensile and chemical test report No. 70 -02 -94 -219 prepared by ATEC Associates, Inc. dated June 15, 1994. 8.3.3 Tensile test report No. HETI- 94 -T58 prepared by Hurricane Engineering & Testing, Inc. dated January 31, 1995, signed and sealed by Hector M. Medina, P.E. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., on January 10, 1995. 46 44.4. Manu 1 Perez, P.E. Plans E. ) er II Product Control Division Wrono Enterprises Corporation END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: 97- 0623.04 : JUL 2 3 1997 JUt 2 3 2000 API'ROVED 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. 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(d) 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 comer 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. Manue Perez, P.E. Plans Examin Produc . ntrol Division 3.876 — .842 1--- 3.752 THRESHOLD TRACK 6063 —T6 .726 1.813 1.500 FEMALE END SL&T 6063 —T6 1.704 1.500 .500 .292 D wing no. 4 -46 sheet 1 of 4 ARA11ON FROM GLASS REQUIRED SHUTTER SPAN - H - DESIGN LOAD ■ Pd - FACTOR —K-Pd/100 AN DEFLECflON CURVE v D — DEFLECTION AT Pd K•D - PARATION REQD. — 14D +1' - ;CT MIN. SEPARATION REQD. - 0 30' ELEVATION USE MAX. OF ABOVE TWO. ELEV. IGNORE LARGE MISSILE IMPACT REQUIREMENT. IEFLECTION CURVE AT 100 PSF Ieff. x 1.1105 tn'4 /ft DEFLECTION CURVE FOR POSITIVE OAO ONLY. FOR LOAD OTHER IRAN 100 PSF SEE SCHEDULE. WRONOADL III 1111 I T ILI / _1 VL_ Yl 1_ L ICI' I _ I _I 1 ..� -rr 1 � ...... ....� ...........�� 60 70 80 90 100 120 SLAT SPAN - INCHES 3.25 IN. PSF IN. IN. IN. IN. IN. 140 160 m fV — ,.m NN a J -+ z U w m 0 -. PRODUCT MARXINQ L SHALL BE AFFIXED ON LOCKING MEMBER ON UNIT 4E LOCK WITH THE FOLLOWING STATEMENT. RONO ENTERPRISE CORPORATION. HALLAP16ALE, FL WRONOFOLD 'AIR' ACCORDION SHUTTER *DADE COUNTY PRODUCT CONTROL APPROVED' I FOR INSTALLATION DETAILS SEE SHEET 2 & 3. SLAT PERFORMANCE ART GRAPH BY AL- FAR000 CORP. 30S- 264 -8100 1 MAX. DEFLECTION SPAN /30 AT NEGATIVE LOAD SPAN /30 OR 2 IN. AT POSITIVE LOAD WRONOAAC tr N 60 70 80 90 100 110 120 130 140 150 i60 SLAT SPAN - INCHES USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARMCULAR LOCATION. USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM GLASS. pN l HUWIYOUN FAROOQ PE >i 18867 FEB 151995 APPROVED AS COMPLYING WITH THE Sn!!T-1 F102 :DA WADING CODE() � — ! _ 1935_ f'. PNLr2.ITi,I•:101 D!V'S.ON ULIII L:f'C CUF'C , )MPL!Ah E OF/llMC'C %CCLP1tNCI NO `1 /7. {$ r-� Z 0 3 CC O O U p W WM NA Q w ( L U)W 1 co W 30 N I- Z z .� 3 01 C .168 0 .474 0 2844 j x-1.250- F .062 JNeti t .688 t 1 1.437 1 4.000 - 2.923 — �- -1.923 t 3.156 + -1.719 .751 �- r.062 4.2.59 3.709 - r `'"'r' 1 1.250 1.103 2.420 .100 i 6063 -T6 ftlimmonow 1.077 r 062 1 y 4 1.077 2.250 .125 TYP 1 X3X1 /8' 3 X 3 X 1 SPACER TUBE 6063 -T6 5.250 2 X 4 X 2X5X BUILT -OUT ANGUS 6063 -T6 .125 TYP 2.000 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 6063 -T6, OR AS NOTED. 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, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY W(TH THE TABLES PERTAINING TO THE.EXPOSURE/ZONE 8. DESIGN CRITERIA FOR SLATS: MAX DEFLECTION S L/30 OR 2'. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. READING FROM SP MIN. Si DUE TO LARGE MISSILE IMP. FOR BUILDINGS UPT FOR BUILDINGS ABOVE 30' A LABF ABOVE T W 1 USE SAME C AS HEAD .440 0 NYLON BUSHING DIE CAST ZAMAK ROLLER HOUSING NYLON ROLLER INSIDE MOUNTS ANCHORS A.B.D OR E O 12' 0.C. • 2X4X1 //E OR ALUM ANGLE AS REQD. AT BUILT —OUT CONDRIONS # 10 X 3/4" TEKS OR 3/16" POP RIVETS 0 12" 0.C. END CONDITION AT BJJILT — OUT 1 X 1 -1/2 X 1/8' ALUM ANGLE (TYP) FOR END CONDITION O BUILT —OUT SEE DETAIL LEFT # 10 X 3/4' TEKS OR 3/16" POP RIVETS O 12" 0.c. L FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. FOR ANCHOR REQUIREMENTS SEE SHEET 4 OF 4. GLASS i MAX. SPAN SEE GRAPH FOR MIN SEPARATION SEE CHART ON SHEET 1 1/2' DIA. ALUM. LOCKING TUBE r L — SEE CHART N SHEET 1 SECTION E —E 4, Ed --J LOCK HAND; BE INSTAL i INSIDE OR ANCHORS: EMBEDMENT do EDGE DISTANCES SHOWN ARE BEYOND THE (S1UCCO, TILES, COVERING FEB 1 51995 APPROVED AS COMPLYING WITH THE SOUTH ILORIDA BUILDING CODE DA11... _ � � " ._ 19 BY PROUt)C CONTROL DIV ;.S,ON DUN U NG CODE COMPLIANCE 0 111 A.CCLI'1( C: NO. A5- (J1 , ,heet 2 of 4 \ 111111111111111111 Ed - TYPICAL EDGE DISTANCE CONC. 6c BLOCK s• 12d (12 ANCHOR DIAMETERS) WOOD 5d FOR LESSER EDGE DISTANCES SEE SHEET 4 OF 4. 0 12' 0.C. 1 F CAN D JUTSIDE SEE �H 10 X 3/4 TEK5 0 12' O.C. NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL COMBINATIONS. '4' —20 S.S. ;UMB SCREW D BE USED ;SIDE OR OUTSIDE 5.588 90' Ed 1' MIN 2 X 3 X 1/r 2 X 4 X 1/8" 2- 1 /4X ALUM ANGLE 6063 —T5 10 X 3/4 TEKS 0 7 0.C. 4 ID USE USE SAME C '' AS HEAD .440 0 NYLON BUSHING DIE CAST 2AMAK ROLLER HOUSING NYLON ROLLER FOR MIN SEPARATION 1 X 1 -1/2 X 1/8' SEE CHART ON SHEET 1 ALUM ANGLE (TYP) -� FOR END CONDtitON 0 BUILT -OUT SEE DETAIL LEFT FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. FOR ANCHOR REQUIREMENTS SEE SHEET 4 OF 4. MAX. SPAN SEE GRAPH t111111■©11:o RT TO USE 1/2' DIA. !` 1 ALUM. LOCKING TUBE SEE CHART ON SHEET 1 SECTION E - E LOCK HAND' BE INST INSIDE OR 1 /4' -20 S.S. THUMB SCREW 'CAN BE USED INSIDE OR OUTSIDE 5.588 CAN UTSIDE CHART 1D USE SEE PH CHART TD USE BLOCK 2 WOOD Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK . 12d (12 ANCHOR DIAMETERS) WOOD 4. 5d FOR LESSER EDGE DISTANCES SEE SHEET 4 OF 4. BUILT - OUT CONDMON -� x LAIN 1/4 -20 X 1/7' BOL WITH NUTS 0 7 O.C. PRODUCT EXPIRATION DATE • 12" O.C. ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) DIGNU HUMAYOUN FAROOQ PE f 18557 FEB 151995 A -- e D ;TYPICAL ELEVATION O G 4 APPROVED AS COMPLYING WITH THE SOUPS FLORIDA BUILDING CODE DAZE.. F! ._ 199 I3Y . PROfI,ICT CON1FOL DIV :S,ONL) DUD U NG CODE COMPLIANCE 011 IC[ ACELIH "NCE NO. _ 7.0' J z z O a g o a U w Z O • < m a Vi °D O S rz W +L N I Z I _rij 0 on o Z ( 0 z Q 1 d CC 0 0 w � M � Q � � a P rn co co w 3 a o � 0 Z z 0 -, 0 IY r1 4 i� 0 • wmg no. 4 -46 sheet 2 of 4 FASTDIEB SPACCNG IN. BASE MAT. ANCHOR 40 PSF 70 PSF CONCRETE 13 �. 24 24 BLOCK 1/e CRM PW r ma. oR 7/t TAPC010 1 -1/4 L1rmm 12 7 W000 f 2 S.Y.P. #I sus 1 -1/t mm. iD 10 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE COTE•.. r ' 1905 PIIODUCT NTROL DIViS.ON DUILOiN3 CODE MPLIANCE OFFICE ACCEPTANCE NO � 2 5 'Ut � 7. 114 WIN Will MIN 0 <� ECM 0 NMI 11111111M111111101111 WIN o111 - -- 2 x 2 x 1/8' TUBE 6063 -T6 SECTION D —D MCA. CORNER DETAIL IN tDE MOUNTS ��-- - E4 --- 2 x 2 x 1/r TUBE 6063 -T6 -- 110 x 3/4 HEX TDCS 110 x 3/4 HEX TEKS � •. 3 /ANGLE p 0 12" O.C. 1/4" 0 TAPCONS 2 /ANGLE 1 -1/2 x 3x .094 ALUU ANGLE TOP & BOTTOM 3/8' X 6' OR 1/4 X 4' ALUM FLAT BAR CONT. EXISTING WOOD TRUSSES 0 24` O.C. MIN. 2x4 MEMBERS MIN. S.G. AN 0.51 (3) 1 14 S.M.S. 0 EACH RAFTER 2' MIN. PENETRATION r MIN. • 1/4" PLYWOOD EXISTING SOFFIT 1 14 SUS • 12' 0.C. HEADER CONNECTION TO W000 TRUSSES 1 - 3/4' MIN.I 2 x 3 x 1/8' ALUM. ANGLE W/ 1/4 TTiRU BOLT W/ WASHER & NUT • 6' O.C. COUNTER TOP CONDITION (PASS TT^IRU WINDOW) MAX SHUTTER HDGHT - 6 3/4' PRODUCT RENEWE ACCEPTANCE No. q 1 ' d 62 3 T1ON DATE By 414/ . . .. 11/fl PRI 0 CONTROL DIV1S10 BUILDING CODE COMPLIANCE 0 WOOD HEADER REQUIRED FASTENERS AS PER SCHEDULES W/ 1 -1/2' MIN. PENETRATION TO EXISTING HEADER 2 -1/4 X 5 -1/4 X 1/8" ALUM ANGLE (6063 -T5) 1/2 BOLTS WITH NUTS • T 0.C. 2'X 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. SPAN ■ 9 FT. MAX. DESIGN LOAD - 90 PSF OTHER CONDITIONS SIMILAR FOR FASTENERS SEE SCHEDULES SCALE : 1/4 -1' ETlOWE Elt HUMAMUN F`N1�00 PE f 16557 FEB 15 FASTENERS SEE SCHEDULES a Z O r CO N m ANCHOR CHART 1 9" 50 60 70 80 90 110 130 150 SLAT SPAN - INCHES • ANCHOR CHART 6 J 50 60 70 80 90 110 130 SLAT SPAN - INCHES 1 \I 1 I II 11 1111 I 1 K 11 \71\111 II I Y u11111 11111I�IIINI 11111119111111111 MOMMOIKN1111111i 1►ilfiill:irrfi>IM►ii1111111 \]►111\111\111/111■ 1 E1;1111►.■111►1111 ►1► MISMEM1S1■11IV 1►1111v11119■11 1 ►i111.11IELM1111S:._ U'SGSM WTOM 9 ■1 mscsamolgrumaum 11111a.m1s.r 777.1..,,. ,IANCHOR CHART 11 I 11'10°41 1 I 50 60 70 80 90 110 130 SLL' SP - INCHES 150 3 a m W cc N N W C am L9 m W CO - 0 N ii!!i. ' 111111111E11111 iiuiiiiimiimii 11111111111111 11 rasatmemnImma P•OE ANCHOR CHART 2 W11p1CU 50 60 70 80 90 110 130 SLAT SPAN - INCHES 3 N ANCHOR CHART 7 1(1, N I 1 1 I 1(...7....7 50 60 70 80 90 110 130 150 SLAT SPAN - INCHES TYPICAL ANyHORS ANCHOR ©- 1/4* TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1/4' EMBEDMENT TQ_B RODUCT RENEW 22�� ANCE Nix - a„PIRAfiON DATE • AIM 13y R •,I UCT CONTROL DIVIS BUILD ODE COMPLIANCE : 1 r Crowing no. 94 -46 I1M1111111111110 W1111111111M1 PLOW MUCKWI111 I ■ MOMMOO 111111OO1■ iii1IIHhIIlIII \111111\ \11111191■ OiiiEi1►I1►I1111N11 ■!3111\111111■11ME11 11►111►`1MESM1►1r11 ■1111i11►11\'11NEM ■ 11111 ►SNEMSE111EP1M 111111NE11EW\ I 11111111111ESOMPS: 1111111111111ME_ ■111111111111N11 ... ( ANCHOR CHART .12 1(110041 2 150 50 60 70 80 90 110 130 st. SPAN - INCHES 150 50 60 70 80 90 110 130 SLAT SPAN - INCHES 150 W N 0. ' m W v to N W 0_ EL m U m 0 En o 0 N N m N 3 ANCHOR CHART 3 iHh liliiiiiiiiiiiii mimusesssusmssm OMOMMUNOMMEMOM M111If11I►I111H1 IISUI111111`.I■111 11I11111►111iMI 111111 PIR111O \L._ _ ■ ►`iIiW►+i�l�ik ii\��■ ►'1E111]!1.■1111MI.— CMEMOSEMMEMO IMMONMEMEMEEXtft ANCHOR CHART 8 , 0100M 50 60 70 80 90 110 130 SLAT SPAN - INCHES 150 USE CHARTS 1 THRU 12 TO VERIFY ANCHOR REQUIREMENTS AND STRESS UMITATIONS OF LOAD /SPAN COMBINATIONS FOR HEADER AND SILL -- N .0 N N ANCHOR 08 - #14 S.M.S. i " RU -LEAD .INTO CONCR 1 -1/ 2' EMBEDMENT. ANCHOR CD - 1 /4 RAWL CAL X -IN, STAR 'TAMP1N' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR CO - #14 S.M.S./LAG SCREWS INTO WOOD. (5.0.- 0. 1 -1 /2' MIN. PENETRATION. NOTE ANCHORS. USE FULL EMBEDMENT IN CONCRETE BEYO THE COVERING (STUCCO. T1LES. ETC.) II ANCHOR CHART d 1(1100, 50 641.70 80 90 :10 130 SLAT SPAN - INCHES N 150 - ANCHOR CHART 9 11110 150 50 60 70 80 90 :10 130 SLAT SPAN - INCHES 150 N m ? —3 4 3 V1 - a tn LJ CO ;ANCHOR C = 1(110110.64 N ANCHOR CHART 10 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. FACTOR 12d -3 1.00 _ 10d- 2 -1/2' 0.86 8d -2 0.71 6d -1 -1 /2 0.57 5d -1 -1/4 0.50 EXAMPLE: FOR 3' EDGE DIST. SPACING - 1 0.C. (FROM CHART) FOR 2' EDGE DIST. SPACING - 12 X .71 - 8.5 0.C. TYPICAL EDGE DISTANCE IN WOOD - 1 -1/4 NO REDUCTION FACTOR IS REQUIRED ENGMNEDt: I• MAYOUN FAR000 PE f 16557 \-\ — . 1 111 1 11 m i HART 5 50 60 70 80 90 110 :30 SLAT SPAN - INCHES 1,. .. „ ..1 50 60 80 90 110 130 SLAT SPAN - INCHES FEB 1 5 1995 150 150 APFSO'LD AS COMPLYING WITH TH Sn "1M 11OR :DA BL:LDING CODE _ F!.'Gi;LIC.■ t.N1R01 DIV;S ON 9:1:1 P.NG CON C �\9W1I NCt ^7 OH ICL 1 . Cll'1i,i:C1 NO. L"1 • =11 P O 4 W � Z M cr � o 0 - << o N cD 0O 4 4 1 W I Z� IAA C 0 m c 0 0 a 0 p U 0 „el N >, M w co Z �J C o oZ � Z o o N1( Q 3 N2 0 c z 0 0 > Sheet 4 of 4 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 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 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH - ` t - XPOSURE C EAN ROOF ELEV. ROOF SLOPE > 10 DEG. ❑OF SLOPE = <10 DEG. ZONE ZONE ZONE ONE ZONE ZONE 4& 5 4 4& 5 4 5 + - 36.3 .3 39.0 50.3 ' 32.7 35.1 1 45.3 39.5 42. 35.5 38.2 49.2 • . 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 4-8.1 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 F 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: 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 & ASCE 7 -93 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. GCPI FACTORS NOT INCLUDED NOTE: THESE TABLES ARE FOR USE WITH SHUTTERS WHEN INSTALLED IN FRONT OF GLASS. DR. HUMAYOUN FAROO STRUCTURES RA. 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). AL- FAROOQ CORPORATION ENGINEERS, PLANNERS Sc PRODUCT TESTING 1235 SW 87th AVENUE AUG 27 1997 MIAMI, FLORIDA 33174 (305) 264 -8100 o f c TS -20