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1041 NE 96 St (2)PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY Date (7/A_ Legal Description (per / Lessee / Tenant Owner's Address Contracting Co. NNI ∎ rQS`z r%c Qualifier °Vr\o h‘n-Na State# WORK DESCRIPTION (1) 5/ 2 .-/ / Notary as to Owner and /or Cond taiyadommtegriktftszapeRohigi ta,a M*COMMISSt* EXPIRES eINTEMSER O1j094 BONDED TIM KUcWaERUY & ASSOCIATES PERMIT FEE; APPROVED: Zoning Mechanical_ i VALROSE AWN I I ;GS FAX 3058. _ 3534 PAGE 01 Job Address /0 I /YE 9 Lv rec 1 ax Fo1i4 .g®/O flao_5 74 lc fm Master Permit r S) / h1 . G e.,- / o / I ►vj 9(0 Sfr' -)` Phone Address _ «99 [tif /)9 SS# Phone Competency 0000/ 5 `) Ins. Co. Architect /Engineer Bonding Company Address Mortgagor Address _ Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING 7 tCE SIGN cr. \e % - V ' 2 , * : , ( r ry �.� �r; r13 . Square Ft. Estimated Cost 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 in hereby mode to obtain a permit to do work and inotallat ;1N indicated above, and on the attached addendum (if Applicable). I certify that all work will be performed to meet the ■iaad•lde •i all laua Ll.l -ll.. __..,,1,....1!.... 1.. lid- J,.,. L 1.L�..l...,, a usamoasmano i.uat, aeyarate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNRR'R AFFTDAVIT, I cartifp that all the foregoing information is a::vuaeLo 4u1d lhal all work will be done in compliance with all applicable laws regulating construntinn and zoning. Furthermore, I Authorize the above -named contractor to do the work otated. and /or Condo f� President Fire Plumbin //jp Signature of Contractor or Owner - Builder Date: Notary as to Co Z rector or Owner - Builder e te a j tA tIosuedessTifanhArailikitelialail SR COMMfSSRllta EXPIRES *Alan 03 T 94 BONDED TWO NUCKtE-EERRT i SSOCIATES Ot Building �l`� / �� Electrical • Enainpering _ 51 . Al m -am% 593-'y553 FL GENERAL NOTES: 1. ALL PIPE TO BE ASA SCHEDULE 40 GALVANISED, UNLESS NOTED OTHPJMISE 2. ALL WELDS TO COMPLY WITH A.N.S. CODE(LATEST EDITION). 3. COVER WELDS WITH ALUMINUM PAINT. 4. ALL STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES, a. SOOTS FLORIDA BUILDING CODE SECTION 2306.6, 4305.3, S 4403.4(c). b. SOUTHERN STANDARD BUILDING. CODE SECTION 1205.2(e). FRAMES ARE DESIGNED FOR WINDS OF 140 miles/hour. c. CITY OP WEST PALM BEACH ORDINANCE MODIFICATION TO SOUTHERN STANDARD BUILDING CODE SECTION 2201.3(4)(d). 5. CANVAS AWNINGS SHALL BE REMOVED WHEN WINDS REACH MAXIMUM WHOLE GALE FORCE OR INSTALLED IN SUCH A WANNER THAT IT WILL RELEASE FROM THE FRAM WITH A WIND LOAD OP 15 lbs. /eq. ft. 6. Frames without covering will sustain 140 mi. /hr. winds. T R,of.yr z" A2 LTLA t etb6a t 3 irS gt/ ei- M - roc k , AWI1ij9S by ViII4OSE y QA "' 1 /4 " APPROVED BY: _ DRAWN BY °Mmn 05 -19 -92 REVISED Mrs. Julie Geraci 1041 N.E. 96 STREET MIAMI SHORES FL 33138 DRAWING NUMBER GENERAL NOTES: 1. ALL PIPE TO BE ASA SCHEDULE 40 GALVANISED, UNLESS NOTED OTHPJMISE 2. ALL WELDS TO COMPLY WITH A.N.S. CODE(LATEST EDITION). 3. COVER WELDS WITH ALUMINUM PAINT. 4. ALL STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES, a. SOOTS FLORIDA BUILDING CODE SECTION 2306.6, 4305.3, S 4403.4(c). b. SOUTHERN STANDARD BUILDING. CODE SECTION 1205.2(e). FRAMES ARE DESIGNED FOR WINDS OF 140 miles/hour. c. CITY OP WEST PALM BEACH ORDINANCE MODIFICATION TO SOUTHERN STANDARD BUILDING CODE SECTION 2201.3(4)(d). 5. CANVAS AWNINGS SHALL BE REMOVED WHEN WINDS REACH MAXIMUM WHOLE GALE FORCE OR INSTALLED IN SUCH A WANNER THAT IT WILL RELEASE FROM THE FRAM WITH A WIND LOAD OP 15 lbs. /eq. ft. 6. Frames without covering will sustain 140 mi. /hr. winds. T R,of.yr z" A2 LTLA t etb6a t 3 irS gt/ ei- M - roc k , • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE a D a t e Job A d d r e s s ) J / i t , 6 ? 6 , s=k 7 Tax Folio // .3 o\ 66 37 Legal Description h i 4 4 4 ' A / ii L 8Historically Designated: Yes No Owner/Lessee / Tenant 6 to &� Master Permit # Owner's Address ,/ ' /it 5:74 4,ed J lrg) Contracting Co. c t, a Qualifier State # FEES: PERMIT 1 / (� RADON OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that laws regulating construction and zoning. Furthermore, I authorize the above -named contr otary as to Owner an or Condo Presic) My Commissions p e� frt1A`� Pd , '.- Fi . Q.. q�� 11 6' 2.t��`.AF .I C�^ x'17 \k",,c ., (C , L co:_-.1:::::::,-.1 ;',1C' :9' Address APPROVED: &ming Building I )14 (1q Mechanical Plumbing Phone ,3N - r- 7J/ 2 3i2/ SS# . P h o n e 3c - ' (sSrA Municipal # Competency # Ins. Co. Aschitect/Engineer Gcag. Address 12, c 5, ��,�` )E �tAtm %, Bo iling Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION k t...y `T t >N.. _ S ; - rre 5 Square Ft. Estimated Cost (value) t %Ci 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. Sign Notary a My Com work will be done in compliance with all applicable r to do the work stated. actor or Owner - Builder to c,o rA43TT1bymnitHl — nission Expirfst CURTIS NOTARY P UBLIC STATE OP 111DA COMMISSION NO. CC8.93992 MY COMMISSION EXP. FEB 28,2000 C.C.F. - (i 0 NOTARY BOND °° CI TOTAL DUE ' f Electrical Date Date 7 Engineering 4. Contractor's name and address: • - c ure of Owner Print Owners Name a19 , Sworn to and subscrib ; before me this Notary Public Print Notary's Name NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. // � STATE OF FLORIDA: COUNTY OF DADE: 98R425030 1998 AUG 28 09 :03 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following informations is provided in this Notice of Commencement. 1. Legal description of property and street address: � �C>D,tC . /it £ )12 Id 3t /5 qi/c.. e 2 .pescription of improvement: INSTALL •HURRICANE SHUTTERS 3. Owner(s) name and address: 4 :2- /0/G < oc/ ∎/'e-- � -� 279,50e--1-) 3/ 3j Interest in property: O6JNER Name and address.of fee simple titleholder: 550 ANSIN BLVD. , HALLANDALE, 33009 AJRi'ut'o `! O- .I'L 5. Surety:(Payment bond required by owner from contractor, if an ;--_, �r OF FL 'riry shn� ,:•i. = C0U s' r ori 3inal fit in °:.. o i = : Name and address: r Amount of bond $ . WITNESS m• hl� a ^'� U�f'• i :' 6 6. Lender's name and address: HAZRLY R ni: CLE d ,,,. c: 2 W , 19q,D My Commission Expires:, z CC5390 '4* MY COMMISSION EXPIRES SECURITY CLIMATE CONTROL r: 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 different date is specified) Prepared by: NMC -4 74a1) SECURITY CLIMATE CONTROL Address: 550 ANSIN BLVD. HALLANDALE, FL 33009 Dear City Official, 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 on the following job: Job Owner's Name: Job Address: SirJcerely, Ter D. Low Vice President Hallandale: (954) 454 -4114 Dade: (305) 757 -8591 Broward: (954) 525 -3466 Palm Beach: (561) 686 -6277 1'`olladen Fax: (954) 454 -1577 550 ANSIN BOULEVARD • HALLANDALE, FLORIDA 33009 Shutter Product Approval Authorization Form jv I - ( ©r i k(( \ \ � - `4N \ s Ca . M N � .. 1 42)9. L) WN4C C G•na . C}00St n tc) l c> 2¢- I R Co S tc„ua- SAS .�a�� Unit No. c1 Slid Door W1° Entry Door Room Opening Size Width Height • Operation . US Profile Color 0/S Profile Color Frame Col , Manual Crank Motor- . MtrIOr 4B I s z, �� ( • 1 , . cp ., ) , . s: z 3 A '3? L , • IJ: .. . •. ` if 'ry/� 3, g0 . °75 5 z 7 7,r . : , d9 ( ' ay 3 7 I 3/ TOTAL AMOUNT c1 DEPOSIT ('/ Min. RequIredi ;14 :' ' BAL. DUE C.O.D. Pay Installer • Installat' stimated to begin to weeks from date in approximately of receipt of deposit. This yoti'will be contacted to date. is only n estimated date and schedule the actual installation SLE J� CUSTOM =/Fa+f SHUTTERS CUSTOMER NAME CIA e A 4. K/4 JOB ADDRESS. BILL! ADDRESS /d / / Q . 15 s s / PROPERTY OWNER TELEPHONE 30 v" 7S OTHER PHONE We propose to furnish and install the following: Total openings to 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 O Rear Indicate by number counter clockwise ® OMIT Front fir FLOOR OF BUILDING Is "high- work" required? YES ❑ NO Products are to be installed on the premises situated in as: Lot Block , Sub Division. Sold, Furnished and installed By Security Climate Control® A Sears Authorized Contractor Accepted & Approved ORDER NO. S ft �"'l0I Store Address c..Sw A) l6 c L Telephone #: l PCCJ Z.-2- 0 0 7 7 OWNER OF PROPERTY? YES in space provided at top of form.) County, State of 1 ,.1 Outside (Purchaser Sign Here) • None Special Instructions Electrical hook -up included in this price? YES ❑ NO ❑ Surface Mount ❑ Recessed ❑ • - - TERMS OF PAYMENT BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where electrical hook -up is to be performed by Sears or its authorized sub - contractor, a maximum of ten percent (10%) of the contract amount may be retaine ending completion of same. NO ❑ (If NO, fill in Owner's name and address owned by Purchaser and described CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" "You the Buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of the transaction. See the attached Notice of Cancellation Form for an explanation of this right." EXECUTED IN SIX C PIES, ONE COPY AF WHIC AS DELI RED TO, AND RECEIPT IS HEREBY ACKNOWLEDGED BY BUYER, THIS 04/ DAY OF /l/�'�/J/ 19 . rchaser Sign Here) Page ( of MAIN OFFI( F Unit Na 7 F 70 Slid Door Win Entry Door Rim Opening Size Width Height Operation,. US Profile OIS Profile Color Frame Color Manual Crank Motor • MtrlOr , Color • r/10 )(' • 0f SZ , I c)- Ae-* 15'd 6 i. . • . TOTAL AMOUNT ''' 7 7 F 70 (1 M(n. Required) L L L DEPOSIT ( 7 P 76) installer ojT) estimated to begin i in' approximately _6:2' ' Is' only an `estimated date' avid y sE/Ap CUSTO M SHUTTERS CUSTOMER NAME 0- j 0.4 BILLING ADDRESS Store Address Telephone #• ADDRESS TELEPHONE .5 • -4i PROPERTY OWNER OTHER PHONE We propose to furnish and install the following: Rear Indicate by number counter clockwise © OMIT Front Special Instructions Total openings o be covered (multiple count as one). Units are numbered from left to right from: Inside Outside Filler Panel(s) to be located in section No. ' and No. • and No • - None Shutter(s) to be installed: Inside O Outside O I Products are to be installed on the premises situated in as: Lot Block Sub Division. Electrical hook -up included in this price? YES ❑ NO ❑ Surface Mount ❑ Recessed ❑ - - TERMS OF PAYMENT BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where electrical hook -up is to be performed by Sears 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 OWNER OF PROPERTY? YES ❑ NO ❑ (If NO, fill in Owner's name and address Is "high- work" required? YES ❑ NO ❑ in space provided at top of form.) CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" "You the Buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of the transaction. See the attached Notice of Cancellation Form for an explanation of this right." Sold, Furnished and Installed By Security Climate Cantrell' A Sears Authorized Contractor Accepted & Appro ed (X) ORDER NO. 5q. n • a: A_0, •! •;r. erli Y S •, to 1 (Purchaser Sign Here) - yr County, State of owned by Purchaser and described EXECUTED IN SIX COPIES, ONE COPY HICH WAS RED TO, AND RECEIPT IS HER ACKNOWLEDGED BY BUYER, THIS = DAY OF AIWA , 19/ ) I i . _ _ Purchaser Sign Here) Page MAIN OFFICE g Width Height Zone Product Anchor 1 1 Ste 5 Acs 2 „ o•c 2 45 sz,Yz _ s / *l c& � z " o•c 3 • BAR L'S 4 Mcb e2 "0-c 4 9S 57 + ,t A 'z"o. c s 6-5‘ -� c 4- 2c / ? i z'"cs c F 6 9a 3 7 S 40-c .4.8e6 (far- r1 "0 C• ' q5 $ 6 k/ _`7 q 7 . 5 E'4( 9 5s,C u-S 4( ,4- '7 �i "o•e • 10 g 5 57 5 4446 , itb c. i Customer: f Mean Roof Height: 1 D Exposure: C Roof slope: /C;16 Elevation: /5 End Zone: WND CHART S -2.° Design Loads Positive Negative Int Zone: Negative End Zone: Criteria Data 3(= 390 5'a• 3 c'o w„ /(7 5 g r e t 11 Rolladen Shutters 70 Shutte Contract #: Color: Date: 5-8 429 5C� /0 /2 /98 r Schedule 11 12 13 14 15 16 17 18 19 20 Width iz Ole •73 Height 6, Zone product 4 °16- Anchor /2'b. c E —7r II o X tax A-- 58 4 0(4.- /Y' 3 /z 0 A- Lfs /o "L){) 1 ('k.'5 AT ( Di Lock- 04 C' of -5'7 4,ae.1.4- . ova /0'` d . METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • � BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLOR 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Rolladen, Inc. 550 Ansin Boulevard Hallandale Acceptance No.:97- 0826.05 Expires:09/25 /00 Approved: 09/25/97 FL 33009 Your application for Product Approval of: "No. 1117" Extruded Aluminum Roll - Up Shutters (6063 - T6 Alloy) 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 -55, Sheets 1 thru 21 of 21. (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. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Internet mail address: postmaster @buildingcodeonline.com 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. PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor . 1 s it anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: Iittp J /www.buildingcodeonllne.com Rolladen, Inc. 2 ACCEPTANCE No.: 97- 0826.05 APPROVED SEP 2 5 1097 EXPIRES . SEP 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an extruded aluminum roll -up 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 Slats: The slats shall be extruded as indicated on approved Drawing No. 94 -55, Sheet 1 of 21, using aluminum alloy 6063 -T6. This slat configuration, (RON -68 Slat - Part #1117) Die Drawing No. RON -68, has a total width of 2.613 ", a maximum depth of 0.688" and a typical wall thickness of 0.050 ", with or without slots 0.150" wide x 0.785" long spaced 2" apart on the hook side of the slat. For maximum slat length and Design Pressure rating, see "Slat Performance Chart" on Sheet 1 of 21 2.2 Storm Bars: Provides the two and three span options, spans vertically from floor to ceiling (exterior storm bar) or from floor to header or top support (interior storm bar); where the width of a window opening exceeds the maximum single span of the slats, intermediate support(s) shall be provided by double storm bars permanently installed, permitting the slats to resist both inward and outward pressures. Consist of extruded tubes of aluminum alloy 6063 -T6, tube sizes are: (RON -24) 0.899" x 2.017" x 0.062 "; (RON -24) 0.899" x 2.017" x 0.062" with Aluminum Insert stiffener (RON -23) 0.750" x 1.734 "; (RON -57) 0.875" x 2.75" x 0.062 "; (RON -56) 0.875" x 3.75" x 0.078 "; (Part #1022) 2" x 2" x 1/8 "; (Part #1024) 2" x 3" x 1/8 "; (Part #1023) 2" x 4" x 1/8 "; (Part #1023) 2" x 4" x 1/8" with 1- 5/8" x 3 -5/8" 12 gauge galvanized steel stiffener; (Part #1026) 2" x 6" x 1/8" and (Part #1026) 2" x 6" x 1/8" with 1 -5/8" x 5 -5/8" 12 gauge galvanized steel stiffener. For maximum storm bar length and Design Pressure rating, see "Storm Bar Loading Charts" on Sheets 16 through 20 of 21. 2.3 Header (Top Support): Provides structural top support for interior storm bars on two and three span applications, spans the shutter width horizontally from wall to wall,• wall to post or post to post. Consists of an extruded tube of aluminum alloy 6063 -T6, tube sizes are: (Part #1024) 2" x 3" x 1/8 "; (Part #1023) 2" x 4" x 1/8 "; (Part #1026) 2" x 6" x 1/8" and (Part #1026) 2" x 6" x 1/8" with 1 -5/8" x 5 -5/8" 12 gauge galvanized steel stiffener. For maximum top support length (shutter height) and Design Pressure rating, see "Top Support Loading Charts" on Sheets 14 and 15 of 21. Manu Perez, P.E., Produc trot Examiner Product Control Division • Rolladen, Inc. ACCEPTANCE No.: 97- 0826.05 APPROVED : SEP 2 5 1997 EXPIRES : SEP 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 2.4 Mullions: Provides structural end support for single and multiple span applications, spans the shutter height vertically from floor to ceiling. Consist of extruded tubes of aluminum alloy 6063 -T6, tube sizes are: (Part #1022) 2" x 2" x 1/8"; (Part #1024) 2" x 3" x 1/8"; (Part #1023) 2" x 4" x 1/8"; (Part #1023) 2" x 4" x 1/8" with 1 -5/8" x 3 -5/8" 12 gauge galvanized steel stiffener; (Part #1026) 2" x 6" x 1/8" and (Part #1026) 2" x 6" x 1/8" with 1 -5/8" x 5 -5/8" 12 gauge galvanized steel stiffener. For maximum post length (shutter height) and Design Pressure rating, see "Post Loading Charts" on Sheets 8 through 13 of 21. 2.5 Side Rails (Tracks): Provide lateral support for slats, run vertically and are anchored directly to the wall, on the wall mounting option, or through a 2" x 2" x 1/8" aluminum tube on the inside mount option. Consists of extruded shapes of aluminum alloy 6063 -T6, sizes are: (RON -72 Track Part #1071) 2.812" x 1.074" x 0.090 "/0.100" wall thickness with a straight leg and (RON -73 Track Part #1070) 2.000" x 2.000" x 0.090 "/0.100" wall thickness with a perpendicular leg, as shown on Sheet 1 of 21. 2.6 Reel Box: Consists of two adjustable mounting plates mounted through a wall bracket to a rectangular tube and anchored to the wall or to a mullion or post. It supports the shaft housing, the extruded aluminum roller tube that hold the slats. This box contains covers in the front, bottom and top; a 2" x 5" x 1/8" aluminum angle is used at the top front (impact side) on inside mount installations. 2.7 Components: Components shall be aluminum alloys 6063 -T6, Floor Shoe Part #1058, 1" x 1 -3/4" x 1" x 1/8" channel, and the following aluminum angles: Part #1031, 1" x 1" x 1/16", Part #1029, 1" x 2" x 1/8 ", Part #1051, 2" x 2" 1/8 ", Part #5012, 2" x 2" x 1/8 ", Part #5013, 2" x 4" x 1/8 ", Part #5014, 2" x 5" x 1/8". 2.8 Tested Specimen Dimensions: 2.8.1 64" wide x 94 -1/2" high 2.8.2 53 -5/8" wide x 98 -1/2" high 2.8.3 44" wide x 84" high 2.8.4 88" wide x 95 -1/2" high 2.8.5 72" wide x 86" high 2.8.6 88" wide x 95 -1/2" high 5' -0" span for static load. 4' -0" span for static load. 3' -8" span for static load. 8' -0" span for static load. 3 specimens for impact. 8' -0" span for impact. 3. LIMITATIONS 3.1 Span limitations shall be as follows: 3.1 The design will be dependent on the Slat Span (Shutter Width) /Design Load condition corresponding to the Slat Performance Chart on Sheet 1, for Single Span, Two Spans, or Three Spans application, to be installed only as outlined on Drawing No. 94 -55, Sheets 1 through 21 of 21. -2a- Manu. 'erez, P.E., Prod Product Control Division ntrol Examiner Slat Span Separation From Glass To Slat: Below 30 feet above grade Above 30 feet above grade Single span Multiple span Single span Multiple span up to 64" 3" 3" 3" 3" >64" to 86" 3- 7/16" 3- 7/16" 3" 3" Rolladen, Inc. - 2b - ACCEPTANCE No.: 97- 0826.05 APPROVED : 2 5 1997 EXPIRES : 'SEP 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 3.2 Minimum separation to existing glass to protect shall be: 33 Minimum slat engagement inside of side track shall be: 1 -1/2" 3.4 Slat Orientation: Concave side or convex side to exterior. 3.5 Special Requirement: Each Unit shall be individually designed using the "Roll Shutter Overall Deflection Calculation Sheet" Sheet 21 of 21 and "Header/Mullion Details" Sheet 5 of 21 for positive and negative loads. 4. INSTALLATION 4.1 The roll - up shutters shall be installed in the following conditions: 4.1.1 Wall Mount The Side Tracks (Part # RON -72 Track) are directly anchored to the wall or intermediate mullion; the Reel Box is also anchored to the wall or intermediate mullion through a 1" x 2" x 1/8" x 11" long tube, as shown in Section "Single Span Track on Wall" on Drawing No. 94 -55, Sheet 2 of 21. 4.1.2 Built Out Condition In this mounting condition, the Side Tracks (Part # RON -73 Track) are fastened, using #14 x 3/4" SMS spaced at 6" or 12" o.c., to (5 ", 4 ", 3" or 2 ") x 2" x 1/8" aluminum angles or intermediate mullion(s) that are anchored to the wall and provide the build -out, the Reel Box is also fastened using 2 #14 x 3/4" SMS to the same angles, but through a 2" x 2" x 1/8" aluminum tube or to an intermediate mullion, as shown in Sections "Single Span with Built - Out ", "Multiple Span Section" and "Multiple Span Plan" on Drawing No. 94 -55, Sheets 2 and 4 of 21. 4.1.3 Inside Mount In this mounting condition, the Side Tracks (Part # RON - 73 Track) are fastened, using #14 x 3/4" SMS spaced at 6" or 12" o.c., to (6 ", 4 ", 3" or 2 ") x 2" x 1/8" aluminum tubes that are anchored to the wall inside the opening or intermediate mullion(s) anchored inside the opening; and the Reel Box is anchored directly to the underside of a poured concrete lintel, as shown in Sections "Single Span Split Shutter W/Mullion" and "Inside /Outside Storm Bar Mullion to Floor Anchor Detail" on Drawing No. 94 -55, Sheets 2 and 6 of 21. 4.1.4 Any combination of the above. Manu lPerez, P.E., Prod i ontrol Examiner Product Control Divisio Rolladen, Inc. ACCEPTANCE No. : 97- 0826.05 - 2c - APPROVED EXPIRES . ! 2 5 1997 : ( SEP 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 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. 94 -55, Sheets 1 through 21 of 21. 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 made 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. 4.4 The shutters shall be provided with adequate locking devices for securing the shutters in the closed position during a hurricane warning. 4.5 The mechanism for operating the shutter, not included in this present approval shall be certified by a recognized testing agency. 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, mean roof height and width of building. 6.1.3 Duplicate prints of approved Drawing No. 94 -55, Sheets 1 thru 21 of 21, 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 verify the figures used in calculating the overall deflections in Sheet 13 of 21, header connection to mullions, and 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. 95- 0223.11, approved August 3, 1995. Manu?l Perez, P.E., Produc Produ ontrol Division trol Examiner Rolladen, Inc. NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 7. TESTS PERFORMED 7.1 TESTS: RESULTS: TEST LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (72 " span) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (72" span) CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (72" span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (64" span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (64" span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE . (53" span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (53" span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (88" span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (88" span) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (88" span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (44" span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (44" span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (with slots) POSITIVE (54" span) UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (with slots) NEGATIVE (54" span) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (with slots) (54" span) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (68" span) DESIGN PRESSURE RATING For Comparative Analysis Results see: Slat I'erformance Chart Sheet 1 Storm Bar Loading Chart Sheets 16 through 20 Header Loading Chart Sheets 14 and 15 Post Loading Chart Sheets 8 through 13 TEST LOAD SATISFACTORY HETI -94 -139 +69 PSF HETI -94 -139 -91 PSF HETI -94 -139 +105 PSF HETI -94 -123 -105 PSF HETI -94 -123 +282 PSF HETI -94 -250 -242 PSF HETI -94 -250 +83 PSF HETI -94 -297 -83 PSF HETI -94 -297 SATISFACTORY HETI- 94 -297i +325 PSF HETI -94 -308 -325 PSF HETI -94 -308 +282 PSF HETI -94 -325 -282 PSF HETI -94 -325 SATISFACTORY HETI- 94 -325i SATISFACTORY HETI -95 -461 DESIGN LOAD +53.1 PSF HETI -94 -139 -70.0 PSF HETI -94 -139 +70 PSF HETI -94 -123 -70 PSF HETI -94 -123 +188 PSF HETI -94 -250 -161 PSF HETI -94 -250 +55.3 PSF HETI -94 -297 -55.3 PSF H ETI -94 -297 +216.6 PSF H ETI -94 -308 -216.6 PSF HETI -94 -308 +188.0 PSF H ETI -94 -325 -188.0 PSF HETI -94 -325 DEFLECTION Maximum 1.00" @ Design 2.00" @ Design 1.72" @ Design 2.00" Maximum 3.43" @ Design 1.27" @ Design 0.562" Maximum 2.74" Maximum 2.875" For each specific application determine: "Roll Shutter Overall Deflection" on Sheet 21 of 21. Total Deflection shall be < Ls /30 for Negative Load and < Ls /30 or 2" (whichever is less) for Positive Load. Calculations must be performed for each unit. - 2d - ACCEPTANCE No.: 97- 0826.05 APPROVED EXPIRES : !SE' 2 5 1997 SEP 2 5 2000 Manu Perez, P.E., Product ' •' trol Examiner Produc ontrol Division Rolladen, Inc. NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (64" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 94 -123, dated May 24, 1994, signed and sealed by Arshad Viqar, P.E. 8.1.2 Test report on Large Missile Impact Test and Cyclic Wind ..Pressure Test of extruded aluminum roll -up shutters (72" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 94 -139, dated June 9, 1994, signed and sealed by Arshad Vigar P.E. 8.1.3 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (53" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 94 -250, dated August 12, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (88" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 94 -297, dated September 16, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.5 Test report on Large Missile Impact Test of out -roll and in -roll extruded aluminum roll -up shutters (88" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 94 -297i, dated September 16, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.6 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters (44" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 94 -308, dated September 22, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.7 Test report on Uniform Static Air Pressure Test of extruded aluminum roll -up shutters #1117 slats with slots (54" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 94 -325, dated October 4, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.8 Test report on Large Missile Impact Test of out -roll and in -roll extruded aluminum roll -up shutters #1117 slats with slots (54" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 94 -325i, dated October 5, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.9 Test report on Large Missile Impact Test of extruded aluminum roll -up shutters (68" span), prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 95 -461, dated June 22, 1995, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -55 Roll Shutter Detail, Sheets 1 through 21 of 21, prepared by AI- Farooq Corporation, dated July 22, 1994, revision "D" on July 2, 1995, signed and sealed by Humayoun Farooq, P.E. 8.3 Material Certification: 8.3.1 Mill Certification of Chemical Composition and Physical Properties prepared by The William Bonnell Co. Inc., Die Drawing No. RON -68, dated July 18, 1994 for Aluminum Alloy 6063 -T6. - 2e - ACCEPTANCE No.: 97- 0826,05 APPROVED EXPIRES Manu: Perez, P.E., Product Produ - ontrol Division fSFP 2 5 1997 111' 2 5 2000 rol Examiner Rolladen, Inc. ACCEPTANCE No. : 97- 0826.05 APPROVED EXPIRES 'SEP 251997 : SEP 2 5 2000 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 8.3.2 Tensile Test Report No. HETI 94 -T7 prepared by Hurricane Engineering & dated July 26, 1994, signed and sealed by Arshad Viqar, P.E. 8.3.3 Tensile Test Report No. HETI 94 -T36 prepared by Hurricane Engineering & dated October 17, 1994. 8.4 Calculations: 8.4.1 Mullion and anchor calculations using rational analysis, dated November 3, 1994 and revised on November 12, 1994, signed and sealed by Humayoun Farooq, P.E. 8.4.2 Mullion and anchor calculations signed and sealed by Humayoun Farooq, P.E. on February 22, 1995. -2f- Manu Perez, P.E., Produc Prod ontrol Division Testing, Inc., Testing, Inc., trol Examiner Rolladen, Inc. ACCEPTANCE No.: 97- 0826.05 APPROVED SEP 2 5 1997 EXPIRES : SEP 2 5 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 documentation, 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder. has not complied with all the - requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 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 times. The engineer need not re -seal 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 I, 2, 2(a) through 2(0 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. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Manue 'erez, P.E., Product t of Examiner Produc . ntrol Division END OF THIS ACCEPTANCE - 3 - 2.f 21 .090 00 t .125 RON -68 SL . 2.000 1.750 FLOOR SHOE .100 TYP. • RON -73 TRACT( .125 5 5.000 1 X2X /8" 2X2X1 /8 2X3X 2 X 4 X 1/8 2 X 5 X 1/8 3.750 ALUMINUM ANGLES 6.000 ALUMINUM TUBES RON -23 INSERT y .875 '•••-.078 f TYP .250 RON -56 STORM RAR 1x1x1/16' ALUMINUM ANGLE 1 -5/8' X 5 -5/8' 1 -5/8' X 3-5/8" STIFFENER 12 GA. GALV. STEEL CHANNEL INSERT .899 RON -24 STORM BAR 2.750 .062 TYP .125 TYP 250 t RON -57 STORM BAR m .D co La_ 61 U) 0. O o -. J H W O m [ PART4 SLAT RON -68 #1117 LIRACK_ RON -72 11071i ` TRACK RON -73 1 1070 1x2x1/5. TUBE 11019 2x2x1/8' TUBE 11022 2x3x1/8' TUBE 11024 2x4x1/8' TUBE 11023 2x6x1/8' TUBE 11026 lx1x1/16' ANGLE 11031 lx2x1/8' ANGLE 11029 2x2x1/8' ANGLE 11051 2x3x1/8" ANGLE 15012 2x4x1/8. ANGLE 15013 2x5x1/8' ANGLE 15014 1x1 -3 /4X1 /8' CHANNEL 11058 RON -24 STORM BAR 11047 RON -57 STORM BAR 11043 RON -56 STORM BAR 11044 RON -23 ALUM INSERT 11046 50 USE SLAT PERFO 1 BOX DIMENSION H000 HT l 6' 9' SHUTTER HT 73' 95' 119' 148' 181' 216' . 10' 11' 12 13' 14. FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 7. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. SLAT PERFORMANCE CHART 80 90 100 110 120 130 140 ISO 160 SHUTTER WIDTH - INCHES CE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. TYPICAL ELEVATION RON -68 SLAT ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. nLFS, ETC.) SLAT DEFLECTION AT 10 PSF LOAD NI. TI Err. I • 0.0612 IN /FT EXTRUDED 4LUNINUN SLOT RLOStORV Re.. 11 -11 -94 PA wS 7 ' 30 40 ' 80 90 100 110 120 130 140 150 16E1 SHUTTER WIDTH - INCHES 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 WITH THE TABLES AND GRAPHS PERTAINING TO THE EXPOSURE/ZONE. 8. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 9. DESIGN CRRERLA: FOR MULTIPLE SPANS THE COMBINED MAX OEFLECT1ON OF HEADER, STORM BARS AND SLATS s L/30 OR 2'. FOR MULLIONS MAX DEFLECTION S L/180. 10. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 1. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 - 88. BASED ON 110 MPH WIND VELOCITY. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: 11117 EXTRUDED ALUMINUM ROWNG SHUTTER DADE COUNTY PRODUCT CONTROL APPROVED' MANUFACTURED BY ROLLADEN. INC. ENGINEER HUMAYOUN FAR000 PE f 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE AT .__ 2 19 94 UG 7 PRODUII +NTROL DIVIS'ON 4 d11iLD1NG CODE COMPLIANCE OFFICE A CCEFTAtCE NO 4"1 -6826• bS [cts' O , U O 0. C c 0 N Cr) M � M O) > m c 4151-Cs) c q 0N. o ct v < c v O O In o1n 0 Q *1) S v c 0 n 0 y N aa 4) 0 v 0 c z 0 iv 1 g, P H 0 x 0 0 a 1- V cn J INDEX OF DRAWING SHEET NO. DESCRIPTION 1 EXTRUSIONS DETAILS, NOTES, SLAT GRAPHS 2 SINGLE SPAN DETAILS 3 ANCHOR GRAPHS 4 MULTIPLE SPAN INSTALLATION DETAIL 5 HEADER/MULUON CONNECTION DETAILS 6 ,T STORM BAR ANCHOR DETAILS 7 S MULLON & BOX ANCHOR DETAILS 8 THRU 13 POST (MULIJON) LOADING CHARTS 14 & 15 TOP SUPPORT LOADING CHARTS 16 THRU 20 STORM 8AR LOADING CHARTS 21 CALC. SHEET FOR OVERALL. DEFLECTION 2.f 21 .090 00 t .125 RON -68 SL . 2.000 1.750 FLOOR SHOE .100 TYP. • RON -73 TRACT( .125 5 5.000 1 X2X /8" 2X2X1 /8 2X3X 2 X 4 X 1/8 2 X 5 X 1/8 3.750 ALUMINUM ANGLES 6.000 ALUMINUM TUBES RON -23 INSERT y .875 '•••-.078 f TYP .250 RON -56 STORM RAR 1x1x1/16' ALUMINUM ANGLE 1 -5/8' X 5 -5/8' 1 -5/8' X 3-5/8" STIFFENER 12 GA. GALV. STEEL CHANNEL INSERT .899 RON -24 STORM BAR 2.750 .062 TYP .125 TYP 250 t RON -57 STORM BAR m .D co La_ 61 U) 0. O o -. J H W O m [ PART4 SLAT RON -68 #1117 LIRACK_ RON -72 11071i ` TRACK RON -73 1 1070 1x2x1/5. TUBE 11019 2x2x1/8' TUBE 11022 2x3x1/8' TUBE 11024 2x4x1/8' TUBE 11023 2x6x1/8' TUBE 11026 lx1x1/16' ANGLE 11031 lx2x1/8' ANGLE 11029 2x2x1/8' ANGLE 11051 2x3x1/8" ANGLE 15012 2x4x1/8. ANGLE 15013 2x5x1/8' ANGLE 15014 1x1 -3 /4X1 /8' CHANNEL 11058 RON -24 STORM BAR 11047 RON -57 STORM BAR 11043 RON -56 STORM BAR 11044 RON -23 ALUM INSERT 11046 50 USE SLAT PERFO 1 BOX DIMENSION H000 HT l 6' 9' SHUTTER HT 73' 95' 119' 148' 181' 216' . 10' 11' 12 13' 14. FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 7. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. SLAT PERFORMANCE CHART 80 90 100 110 120 130 140 ISO 160 SHUTTER WIDTH - INCHES CE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. TYPICAL ELEVATION RON -68 SLAT ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. nLFS, ETC.) SLAT DEFLECTION AT 10 PSF LOAD NI. TI Err. I • 0.0612 IN /FT EXTRUDED 4LUNINUN SLOT RLOStORV Re.. 11 -11 -94 PA wS 7 ' 30 40 ' 80 90 100 110 120 130 140 150 16E1 SHUTTER WIDTH - INCHES 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 WITH THE TABLES AND GRAPHS PERTAINING TO THE EXPOSURE/ZONE. 8. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 9. DESIGN CRRERLA: FOR MULTIPLE SPANS THE COMBINED MAX OEFLECT1ON OF HEADER, STORM BARS AND SLATS s L/30 OR 2'. FOR MULLIONS MAX DEFLECTION S L/180. 10. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 1. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 - 88. BASED ON 110 MPH WIND VELOCITY. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: 11117 EXTRUDED ALUMINUM ROWNG SHUTTER DADE COUNTY PRODUCT CONTROL APPROVED' MANUFACTURED BY ROLLADEN. INC. ENGINEER HUMAYOUN FAR000 PE f 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE AT .__ 2 19 94 UG 7 PRODUII +NTROL DIVIS'ON 4 d11iLD1NG CODE COMPLIANCE OFFICE A CCEFTAtCE NO 4"1 -6826• bS [cts' O , U O 0. C c 0 N Cr) M � M O) > m c 4151-Cs) c q 0N. o ct v < c v O O In o1n 0 Q *1) S v c 0 n 0 y N aa 4) 0 v 0 c z 0 iv 1 g, P H 0 x 0 0 a 1- V cn J IL ,T RS .P• S IIUI IIIIIIR I IIIIIIUIPI 1111 ■ ■ 1111 ■ ■■ ■ ■ ■ ■ ■ MUM ■ 1511■LE01212T2111so ■ III ■ ■ 1111 ■\ ■� \ ■ ■� MI ■ ■ ■ ■ ■ airs ■ ■ ■ ■ ■ ■ ■ 1111■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■ ■ ■ ■ IIMM ■ ■ /e ■ ■� ■' ■ ■ SRN ■ ■ . ■N ■ ■ ■ ■ ■ ■I•■ ■ ■ ■■ ■MOM • ■■ • Eff- .- R1.O 31 RLO SLTRV 0612 IN'4 /F 0 IN.-LB/FT e.. 11 -11 -94 ■ ■ ■ ■■■ ■■ ■ ■ ■ ■ ■ ■ . � ,, 2.f 21 .090 00 t .125 RON -68 SL . 2.000 1.750 FLOOR SHOE .100 TYP. • RON -73 TRACT( .125 5 5.000 1 X2X /8" 2X2X1 /8 2X3X 2 X 4 X 1/8 2 X 5 X 1/8 3.750 ALUMINUM ANGLES 6.000 ALUMINUM TUBES RON -23 INSERT y .875 '•••-.078 f TYP .250 RON -56 STORM RAR 1x1x1/16' ALUMINUM ANGLE 1 -5/8' X 5 -5/8' 1 -5/8' X 3-5/8" STIFFENER 12 GA. GALV. STEEL CHANNEL INSERT .899 RON -24 STORM BAR 2.750 .062 TYP .125 TYP 250 t RON -57 STORM BAR m .D co La_ 61 U) 0. O o -. J H W O m [ PART4 SLAT RON -68 #1117 LIRACK_ RON -72 11071i ` TRACK RON -73 1 1070 1x2x1/5. TUBE 11019 2x2x1/8' TUBE 11022 2x3x1/8' TUBE 11024 2x4x1/8' TUBE 11023 2x6x1/8' TUBE 11026 lx1x1/16' ANGLE 11031 lx2x1/8' ANGLE 11029 2x2x1/8' ANGLE 11051 2x3x1/8" ANGLE 15012 2x4x1/8. ANGLE 15013 2x5x1/8' ANGLE 15014 1x1 -3 /4X1 /8' CHANNEL 11058 RON -24 STORM BAR 11047 RON -57 STORM BAR 11043 RON -56 STORM BAR 11044 RON -23 ALUM INSERT 11046 50 USE SLAT PERFO 1 BOX DIMENSION H000 HT l 6' 9' SHUTTER HT 73' 95' 119' 148' 181' 216' . 10' 11' 12 13' 14. FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 7. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. SLAT PERFORMANCE CHART 80 90 100 110 120 130 140 ISO 160 SHUTTER WIDTH - INCHES CE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. TYPICAL ELEVATION RON -68 SLAT ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. nLFS, ETC.) SLAT DEFLECTION AT 10 PSF LOAD NI. TI Err. I • 0.0612 IN /FT EXTRUDED 4LUNINUN SLOT RLOStORV Re.. 11 -11 -94 PA wS 7 ' 30 40 ' 80 90 100 110 120 130 140 150 16E1 SHUTTER WIDTH - INCHES 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 WITH THE TABLES AND GRAPHS PERTAINING TO THE EXPOSURE/ZONE. 8. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 9. DESIGN CRRERLA: FOR MULTIPLE SPANS THE COMBINED MAX OEFLECT1ON OF HEADER, STORM BARS AND SLATS s L/30 OR 2'. FOR MULLIONS MAX DEFLECTION S L/180. 10. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 1. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 - 88. BASED ON 110 MPH WIND VELOCITY. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: 11117 EXTRUDED ALUMINUM ROWNG SHUTTER DADE COUNTY PRODUCT CONTROL APPROVED' MANUFACTURED BY ROLLADEN. INC. ENGINEER HUMAYOUN FAR000 PE f 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE AT .__ 2 19 94 UG 7 PRODUII +NTROL DIVIS'ON 4 d11iLD1NG CODE COMPLIANCE OFFICE A CCEFTAtCE NO 4"1 -6826• bS [cts' O , U O 0. C c 0 N Cr) M � M O) > m c 4151-Cs) c q 0N. o ct v < c v O O In o1n 0 Q *1) S v c 0 n 0 y N aa 4) 0 v 0 c z 0 iv 1 g, P H 0 x 0 0 a 1- V cn J /8 x1 ' TEKS do WASHER 0 18' 0.C. ALTERNATE SILL NO BOTTOM TRACK .i1x2x1 /8' TUBE 0 TOP 11' LONG ELEVATION REEL SEE SCHEDULE RON -72. BOTTOM TRACK OPTIONAL 1x1x1 /16" ANGLE CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL 11 -- RON -72 TRACK l 11 11 11 y 11 I 11 • 1 l I1 1/8' STAINLESS STEEL. BRACKET W/ ADJ. I� RON -72 TRACK r MIN FOR 64' SPAN 3 -7/1r MIN FOR 86' SPAN REEL GLASS CONTINUOUS (2) #14x3/4' SMS PLATE I ' l6 O.C. TYP. ELEVATION SINGLE SPAN TRACK ON WALL 1/4x1 -1/2" PIN GRIPS 0 16" 0.C. ANCHOR TYP Pi ON:11 Errirgil :11.9ram Mn- __ u— — v NCI. NIHON COI CIO lx2x1/8" TUBE 11' LONG #8x1' TEKS & WASHER 0 18' O.C. 2x2x1/4" CUP ANGLE r LONG 2x5x 1/8' CONTINUOUS ANGLE 1x1x1/16" ANGLE RON -73 TRACK lx1x1 /14 ANGLE #14x3/4' SMS 0 12' 0.C. ANCHOR CHART TO USE Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) W000 ■ 5d FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. II 11 2x2x1/8' TUBE 4 BRACKET 11 SINGLE SPAN WITH BUILT OUT RON -73 TRACK O TOP 11' LONG (2) #14x3/4" SMS ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO. TILES. ETC.) 2x4x1/8' CLOSURE ANGLE 1/4x1 -1/2' NAIL PINS 0 8" 0.C. 2x5x1 /e" BOTTOM ANGLE E CONC. 3 3 5 BLOCK 2 2 WOOD 3 TYPE D F 2 i /� 1 2x5x1 /8" ANGLE-/ 2x3x1 I� = = = � 2x4x1/8' 1 1 : ONTINUOUS 11 I 1- 1/4 " -� 2x2x1/4' CUP ANGLE 2" LONG /14x3/4 SMS 0 12' 0.C. O 12" O.C. UPTO 100 PSF O 6' 0.C. UPTO 220 PSF vAw I I 2x2x 1/4' CUP ANGLE W/ #14x3/4' SMS T , ( 1 L J -� ' 1 11 11 REEL II .il DAT BY (2) 1/4' DIA TAPCONS 1 -1/4' EMBED / BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER TO ROLL INSIDE OF OPENING OR OUTSIDE. r #8x1/2" SMS 0 12' 0.C. 2x5x1/8 ANGLE 0 IMPACT SIDE #8x1 TEKS & WASHER 0 18' 0.C. 2x2x1 /8" TUBE 2x3x1/8' 2x4x1/8' 2x6x1/8" BRACKET APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 9 '1 PRODUC ROL DIVISION 4 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.q N7R26. N 2x2x1/4 CUP ANGLE r LONG 2 PER CENTER TUBE MUWON 1 PER JAMB MUWON RON -68 SLAT 1x1x1/16' ANGLE RON -73 TRACK (3) 1/4x2 -3/8' TAPCONS INTO CONC. (4) # 14x1 -1/2' SMS INTO WOOD CONT. TUBE MUWON SEE GRAPH GLASS (2) #14x3/4' SMS SINGLE SPAN SPLIT SHUTTER W/ MULLION ENGMEER: HUMAYOUN FAROOQ PE f 16557 MUWON SEE GRAPH of C co . L 1 Y. U Z k 1 rn 0 M a] ao > to cm� c . 0 v Q c r. o 011) 0 O o to 0 a C ) c 0 n 0 M v . 0 1 1 1 1- ( ) t ) draw ng no. 94 - 5 5 (sheet 2 of 21 MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT D(CEED 8" O.C. ( FASTENER SPACING IN_ MASONRY i) CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 2d -S Od ■2 -1 /2 L1 8d -2' 1 d1 -1/� 1 ANCHOR CHART 3 MINI _- - -, _MINI MINI- _____- - _MINI - � - • _FACTOR 0.86 0.71 0.57 1 0.50 DCAMPLF: FOR 3 EDGE DIST. SPACING - it O.C. (FR011 CHART) FOR 2 EDGE DIST. SPACING ■ 12 X .71 - 8.5 O.C. l 3" - , 6" AN'HOR '•CIN.1 1111 I ."' pa MI II" "71 ...11 .11.. ..11 , . MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT D(CEED 8" O.C. ( FASTENER SPACING IN_ MASONRY i) CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 2d -S Od ■2 -1 /2 L1 8d -2' 1 d1 -1/� 1 -1-1/4 MINI _- - -, _MINI MINI- _____- - _MINI - � - • _FACTOR 0.86 0.71 0.57 1 0.50 DCAMPLF: FOR 3 EDGE DIST. SPACING - it O.C. (FR011 CHART) FOR 2 EDGE DIST. SPACING ■ 12 X .71 - 8.5 O.C. 12" ANC OP ;PAC 71+�G /.1 ..11 1 1 1 1 ... . 11 . . . 1 11 . . . . 11 1 , . I ... III. IS" VIII 3" ANCHOR CHART 1 mxmwel N " N m m ro m 0• .r .m 14. m 0. • O m o " -J z H W m 0• m Ln r 15 .20 25 30 35 TRIBUTARY WIDTH - INCHES 10 15 20 25 30 35 TRIBUTARY WIDTH - INCHES 40 • ANCHOR CHART 4 WAIFS VW WIWI 40 Li. N 0. m " 0 " m N m N 0• -y m -. -ti N " ANCHOR SPACIN 1.11 II" 1111. .... ANCHOR CHART 2 10 15 20 25 30 35 TRIBUTARY WIDTH - INCHES - "-..-E..:11.-. ■ � ..,,... ©. ,..-M..MI. .■11„1111'.1111M.'IIII. .1111.-., MINI..`. 111111111 NINI.'.-.--..MI NI.NI-ai.miMIa.NI iimmumummorros iminimmomcosum immiummomms uuIIiu ANCHOR CHART 5 m A • 'WW1 V 1 1 5 20 25 30 35 TRIBUTARY WIDTH - INCHES VI 40 0` -4 m N -, m t9 N CD 40 • 10 15 20 25 30 35 TRIBUTARY WIDTH - INCHES TYPICAL ANCHOR ANCHOR AQ - 1/4 TAPCON 1 -3/4 EMBEDMENT TO CONCRETE �_ t -1 l�— EI��DM,FNr Tn Rt nrsc ANCHO 08 - #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR © - 1/4' x 1 -1/4 METAL HIT ANCHORS (W/ ZAMAC BODY) 1' EMBEDMENT TO CONCRETE OR BLACK ANCHOR ©- 1/e RAWI CALK -IN. STAR TAMPIN' OR EQUAL TOTAL ANCHOR BODY INTO CONC. ANCHOR QE - #14 S.M.S. INTO WOOD. 1 -1 /2' MIN. EMBEDMENT (S.G.■ 0.47) ANCHOR 0F - 1/4 X 1 - 1/2 . PIN GRIP ; 1 1/2' M1N. EMBEDMENT TO CONCRETE OR BLOCK. SW TRIBUTARY WIDTH = 2 X (# OF SPANS) 40 TYPICAL EDGE DISTANCE IN WOOD - 1-1/4' NO REDUCTION FACTOR TS REQUIRED FAR000 APPROVED • AS- COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA ' 1" ',Amy 19 BY 4417 _ . PRODU 1NTROL DIVISION d BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE NO. 4' - d S Za . 1 5 0 �1 Z ) rn 0 0 M -Q M 0 > In mti cO o o i 0 =0 C c 0 V/ . m i c= O v W T /9 x A 0 0 5 V • N N 0 N 5 o 5 V n O 0 0 5 N m o ; drawing no. 94-55 sheet 3 of 21 PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolladen, Inc. 550 Ansin Boulevard Hallandale 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.R. (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 Jcterrin ed 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 testiag will be incurred by the manufacturer. Acceptance No.:96- 0621.01 Expires:02/27 /00 FL 33009 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 STREET • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodliguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE CO1VI IITTEE 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. 1 L.% s anger, • Director • Building Code Compliance ;Dept. Metropolitan Dade County - Jtoiladen, 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 1/2" 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 . . 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 sheet2 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 Dadc 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 guilt -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 onth the track of the Ceiling Mount 4 L 9 - 2a - Helmy A. Makar, P.E., Plans Examiner Product Control Division Rolladcn, 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 Anysaminnakosithulnyt, 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. • Rolladen, Inc. ACCEPTANCE NO.: 96- 0621.01 • APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED : TESTS: - 2c- SULTS 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 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. Helmy A. Makar, P.E., Plans Examiner Product Control Division , Ro!laden. Inc,. ACCEPTANCE NO.: 96- 0621.01 APPROVED : Feb. 27. 1997 EXPIRES : Feb. 27. 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: 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 is 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. & 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 Helmy A. akar, P.E., Plans Examiner Product Control Division END OF THIS ACCEPTANCE - 3 - :. Florida Building Code. 11122 R.268 4.186 3.709 R.110 R.218 .050 TYP. BLADE '5905' 6063 -T6 1.644 .560 .9 -- 6063-76 3.113 •.- 1.810 - .- 3.585 ALT. SILL 6063 -T6 t .062 TYP 2.965 1.069 " LOCK SLAT '590 1.594 6 3.096 1.900 -� ALT. SILL ADAPTER 6063 -T6 - = .622 4 2.392 1.674 1.268 R.268 1.000 END SLAT - X 6063 =16 1.938 3.188 3.102 1.938 I� -.12s TYP H.D. HEADER 6063 -T6 1.536 6063 -T6 2.965 r-1.406 -1r-1.374 -� L.062 Tv? SILLAAte. 6063 -T8 3.000 1.0 00 R.218 R.268 .050 TYP L 2.250-.1 90' END SLAT 6063 -T6 2.713 - .5011.0- 2.000 r 1.000 .775 RAIN -GUARD 6063 -T6 .400 - .250 .056 BOTTOM GUTTER 6063 -T6 .125 Fes-- -1.750 FLOOR SHOE 6063 -T6 j 1.268 1.000 I .062 6.000 1.550 ALIMINUM TUBES 6063 -T6 5.000 8 c 8 A E E .125 A 8 c 8 2.000 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' -„ ALUMINUM AES 6063 - y 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 6 X 1/8' r TYPICAL ELEVATION 2.000 .125 Vi 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 EDMON 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 EDRION. 3. ALL EXTRUSIONS SHALL BE ALLOYS AS SHOWN ON DETAILS. • 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH AWMINUM 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. 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 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 FAR000 STRUCTURES FLA PE f 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT :.: _ 1 9. ODUCT CONT L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. -406 ?I. DI BY c 0 0 v 0 v 0 1 rc s m V O T1 a) m 0) z cc z 0 0 ° U a 0 0) 0 0 j p`�� • M � ZOO - m I W ZQ � Q -1 to O J U 2 1 drawing no. 96 -19 sheet 1 of 5 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 4 - C 4 4 - D 7 4 - E - - 5 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 7 3 - C 4 3 - D 7 4 - E - - 4 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 4 1 - C 4 3 - 0 4 2 - E - - 2 ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 6 3 - C 4 3 - D 6 4 - E - - 3 • 3/4 . 1 • 3/4' 1/4 -20 X 1/2' BOLTS i NALL MOUNTS .350 MAX TYP W/ NUTS e 12' O.C. MAX. SPAN =120 20 X 3/4' FLAT TOP M.S. / NUTS e 12' O.C. SECTION A - A 2 X 2 X 1/8 ALUM ANGLE ANCHORS SAME AS HEADER Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) WOOD - 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. 1 X2X1/8 ALUM ANGLE 1/4 MAX. # 14 X 3 M.S. STAINLESS STEEL RAIN GUARD - OPTIONAL NON- STRUCTURAL _ ANCHORS SAME AS HEADER ALT. WALL MOUNTS SECTION B -@ 1/4 -20 X 1/2' BOLTS W/ NUTS € 12' 0.C. .500 DIA. CELCON BUSHING r MAX. SPAN =120' 1/4 -20 X 3/4' FLAT TOP M.S. W/ NUTS € 12' O.C. 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. BOTTOM GUTTER OPTIONAL NON- STRUCTURAL • It. : ItiSIDE MOUNTS • s I SECTION C -C DIE CAST ZAMAK ROLLER HOUSING MAX. SPAN =120' i # 10 X 2' SELF DRIWNG SCR. 0 15' 0.C. ANCHOR 111 A g E CHART TO USE CONC BLOCK WOOD 2 - 6 3 • NOTE: HEADER AND SILL DETAIL CAN BE USED IN ALL COMBINATIONS. ALTERNATE HEADER CAN BE USED IN LIEU OF H.D. HEADER. 4 3/4' , 2 X 3 X 1/8' 2 X 4 X 1/8' - 2X5X1/ ALUM E BUILT -OUT CONDITION ANCHOR TYP_E E CHART TO USE CONC, BLOCK WOOD j 2 - z 6 3 - 3 / SECTION D -D 1/4' DIA. BOLTS W/ NUTS € 12' O.C. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 JAN 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' \M ANGLE 1/4 -20 X\1/2' BOLTS W/ NUTS a 12' 0.C. MAX. SPAN =120' 10X2' /�- SELF DRIWNG SCR. 0 15" O.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY PRODUCT CO 1 41 DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.g6- 66 0 0 U w Z M crZ>ro0 0 5 o Cr) 0 d• CZ4 W N CO L 1 Z M O W rn t0 rn z ce Z 0 0 O: 0 0 a) o 0 , 0 M � • - I Z 0 Li- CO I LL ZZQ ..J Q Q .-. c 0 N 0 ( 0 n U fn 0 0 a .0 0 0 •0 0 draw ng no. 96 -19 sheet 2 of 5 • {. CORNER 0 w CORNER 0 V) Z MOVING CORNER DETAIL ANCHORS A.C.D OR E 0 12" O.C. 1 X1 X 1/8' 1 X 2 X 1/8' 2 X 2 X 1/8' 2 X 3 X 1/8' 2 2X5X 1/ ALUM ANGLE AS ROD. AT BUILT -OUT CONDRIONS # 10 X 1/2' TEKS OR 3/16' POP RIVETS O 18' 0.C. END CONDI11ON AT BUILT -OUT 14 S.M.S. 2/ SIDE Ea= FLOOR SHOE 2 X 2 X 1/8' ALUM TUBE (6063 -16) 1/4' 0 TAPCONS 2/ CHANNEL #10 x 3/4" HEX TEKS 0 12' 0.C. FIXED CORNER DETAIL MIN. SEPARATION 3 -1/2' 2 X 2 X 1/8' 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 6 X 1/8" ALUM TUBE (6063 -16) SOLID 1/2' DIA. ALUM. LOCKING ROD LOCK HANDLE CAN ,BE INSTALLED INSIDE OR OUTSIDE 1' X 4 -1/4 X 1/8' ALUM F1AT PLATE INSIDE OR OUTSIDE 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"-20 S.S. THUMB SCREW R MACHINE SCREW - GLASS ANCHOR A.C,D OR E 0 12' 0.C. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE j 16557 C APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT � BY • • / ti: PRODUCT CO ' DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. q6 - 6621.01 U Ct Q 0 . 5 7 O 0) 0 M 0) UD ZO w - m _ I w Z z ¢ N . Z Lo O J 0 O EC LO 0 'c U 43 43 0 0 .D -, 0 0 0 ( 1 1 ) draw ng no. 96 -19 (sheet 3 of 5 ANCHOR TYPE ANCHOR SPACING INCHES UPTO 40 PSF UP 70 PSF 7I<7CSiTit! - c ill7i71111011[1111t! - 9 fiIIIfI10E1•t! • a • • 2 X 5 X 1/8" ALUM ANGLE CONT. EXISTING WOOD TRUSSES 0 24" 0.C. MIN. 2x4 MEMBERS MIN. S.G. = 0.51 HEADER CONNECTION TO WOOD TRUSSES MAX SHUTTER HEIGHT = 123" MAX DESIGN LOAD = 61 PSF 1 -1 • 1 -3/4" MIN. COUNTER TOP CONDIl1ON (PASS THRU WINDOW) MAX SHUTTER HEIGHT a 6 FT. (3) $ 14 S.M.S. 0 EACH RAFTER 2" MIN. PENETRATION 1/4" PLYWOOD EXISTING SOFFIT 1/4" THRU BOLT W/ WASHER & NUT 0 6" O.C. 4$10 X 1' HEX HEAD SELF DRILLING SCREWS e 6' O.C. # 10X2" SELF DRIWNG SCR. 0 15" 0.C. 3/4" 2 x 3 x 1/8" 2 x 4 x 1 /8" 2 x 5 x 1/8" ALUM. ANGLES _# 14 X 3/4' TEIQ 0 12" O.C. 1" X 3 -3/4" X 1/8" CONT. ALUM TUBE - IN/ (3) 1/4" 0 X 4" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO EXISTING STUD GLASS INSTALLATION DETAIL ON EXISTING WOOD BUCKS sckz: 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 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 BY 1/4 -20 X 1/2' BOLTS W/ NUTS € 12' O.C. FASTENERS SEE SCHEDULES ON SHEET 2 2" X 4" CONT. W/ (3) 1/4" 0 X 5" LAG SCREWS 0 EACH STUD W/ 2" MIN PENETRATION INTO. EXISTING STUD APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA A' — 2.1. - 0 PRODUCT CO •'OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q6 66 3 ) . 61 0 co ce rn z z O 0 0 ( 0 c 0 a 0 W m - L, .0 • 1 0 •0 0 c 0 o a M • � -I 00 Zo' - m I lv � N O n - Q, Z z z O J U) 0 U'1 = v drawing no. 96 -19 sheet 4 of 5 <EASIENER- SPACING IN .MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY _ MULTIPLYING WITH THE FACTOR BELOW - -106 DIST. 12d =3" 0d =2 -1/2" 8d =2" 6d =1 -1/2" 5d =1 -1/4" a.FACTOR 0.86 0.71 0.57 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" 0.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. IA ' co TA a. cc r- z � co H WW U) 40 . LA 0' In m 0) a ct to 1` M La N z ' H W 0 rI . Ah CHO 11 1110 WIWI 4010 0010.. R 9F AC ANCHOR CHART 1 MAN 1 10 1401 1411.1 4011. 11440 50 60 70 80 90 100 110 120 SLAT SPAN — INCHES ANCHOR CHART S ICON 0 -t I 9 '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .... ••40 GO 60 70 8 0 SLAT SPAN 90 100 INCHES 11.0 120 0) TA cc r E in H W N w LD 9 \\ \ Ni .. 1110 04WW 1101 11 S 0101 10M4 ISIS larg 1411 I IV 1 IV. Ill. 11111 WIWI 1001 v AI CH DR SF AC ANCHOR CHART 2 WIN 40 50 60 70 80 90 100 110 120 SLAT SPAN — INCHES 40 50 60 /0 80 90 100 112 120 9LA4T SPAN — INCHES h2 3 12 A JCHOR 8 PAC ANCHOR CHART 3 WV 0 40 60 60 70 80 90 100 110 120 SLAT SPAN — INCHES 40 :ANCHOR CHART 10.1:44 7 7 12 /NCAOF 9 F. N 50 60 70 60 90 100 110 120 SLAT SPAN — INCHES 12 N NC 4CF ANCHOR CHART 4 RUIN 4 0 CE 0100 1111 WIWI 11141 1404 511 1 1410 0111 WWWW WIWI 01 40 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 ANCJ4ORS 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE~ _ 1 -1/4" EMBEDMENT TO BLOCK-/ ANCHOR O = 1/4" X 1 -1 — %4 - METAL HfT ANCHORS ( ZAMAC BODY) 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR ® = 1/4" RAWL CALK-IN . . TAMPIN' OR EQUAL. TOTAL ANCHOR BOD 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 FLA. PE f 16557 APPROVED AS COMPLYING WTH THE S OUTH ORIDA BUILDING CODE DAT :r '7 i BY . , • :!rr/ - 1PRO DUCT CO ''OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOC*-13(2!• 01 Z ( Z In CAM O W v ( c 0 0) m o 0 o M r• M a) Z O LI- - o I LLI ZZ Q N g zz Q g 0 r-+ "V 0 X11 drawing no. 96 -19 sheet 5 of 5 \ \)" - - \ _ , 12' 1NC►10P. ACE : ANCHOR CHART to .' ..., I .... I..., I .... I .. II.••• rn.l .... ........ .......... .. .... .... IA ' co TA a. cc r- z � co H WW U) 40 . LA 0' In m 0) a ct to 1` M La N z ' H W 0 rI . Ah CHO 11 1110 WIWI 4010 0010.. R 9F AC ANCHOR CHART 1 MAN 1 10 1401 1411.1 4011. 11440 50 60 70 80 90 100 110 120 SLAT SPAN — INCHES ANCHOR CHART S ICON 0 -t I 9 '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .... ••40 GO 60 70 8 0 SLAT SPAN 90 100 INCHES 11.0 120 0) TA cc r E in H W N w LD 9 \\ \ Ni .. 1110 04WW 1101 11 S 0101 10M4 ISIS larg 1411 I IV 1 IV. Ill. 11111 WIWI 1001 v AI CH DR SF AC ANCHOR CHART 2 WIN 40 50 60 70 80 90 100 110 120 SLAT SPAN — INCHES 40 50 60 /0 80 90 100 112 120 9LA4T SPAN — INCHES h2 3 12 A JCHOR 8 PAC ANCHOR CHART 3 WV 0 40 60 60 70 80 90 100 110 120 SLAT SPAN — INCHES 40 :ANCHOR CHART 10.1:44 7 7 12 /NCAOF 9 F. N 50 60 70 60 90 100 110 120 SLAT SPAN — INCHES 12 N NC 4CF ANCHOR CHART 4 RUIN 4 0 CE 0100 1111 WIWI 11141 1404 511 1 1410 0111 WWWW WIWI 01 40 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 ANCJ4ORS 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE~ _ 1 -1/4" EMBEDMENT TO BLOCK-/ ANCHOR O = 1/4" X 1 -1 — %4 - METAL HfT ANCHORS ( ZAMAC BODY) 1" EMBEDMENT TO CONC. OR BLOCK ANCHOR ® = 1/4" RAWL CALK-IN . . TAMPIN' OR EQUAL. TOTAL ANCHOR BOD 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 FLA. PE f 16557 APPROVED AS COMPLYING WTH THE S OUTH ORIDA BUILDING CODE DAT :r '7 i BY . , • :!rr/ - 1PRO DUCT CO ''OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOC*-13(2!• 01 Z ( Z In CAM O W v ( c 0 0) m o 0 o M r• M a) Z O LI- - o I LLI ZZ Q N g zz Q g 0 r-+ "V 0 X11 drawing no. 96 -19 sheet 5 of 5 • 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 Howard Shutter Company 10816 S.W. 188 St Miami FL 33157-6780 Your application for Product Approval of: Extruded Aluminum Accordion Shutter unh er CTiapter 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. 97 -152, Sheet 1 thru 5 of 5 (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- 0410.05 Expires:05/08/00 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: 05/08/97 Internet mail address: postmaster @buildingcodeonline.com METROPOLITAN DADE COUNT`?, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Blade Height or Span Installations up to 30' -0" above grade Installations above 30' -0" above grade Up to 8' -0" 2 1/8" See "Minimum Separation from Glass (inches)" Table on Sheet 5 of 5, Dwg. No.97 -152. Over 8' -0" and up to 10' -0" 4 3/8" Howard Shutter Co. ACCEPTANCE NO.: 97- 0410.05 1. DESCRIPTION 1.1 3. LIMITATIONS APPROVED : MAYO 8 1997 EXPIRES : MAY 0 8 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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 5.00" x .062" thick, constructed as indicated on approved drawing No. 97 -152, Sheet 1 of 5, bearing the testing lab stamp, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be #14 x 3" SMS Hex Head Screws made of #410 stainless steel w /fluorocarbon coating. Use 3" screw if bushing is used on outside. 2.3 Tested specimens: Dimensions: (Blade Length) Ceiling/Inside Mount = 120 ", 64 ", 96 ", 96 ", 120" Wall/Builtout Mount = 98" Inside Mount = 92 3/4" 3.1 Maximum blade height or span: In accordance to "Maximum Allowable Span Schedule" on Sheet 5 of 5 of Drawing No. 97 -152; Not to Exceed 120 ". 3.2 Minimum separation between .glass to be protected and shutter: 3.3 Special requirement: 3.3.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of 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 Wall Mount: Every other blade hangs from a set of double nylon rollers mounted in an aluminum roller housing that glides on the track of the Header -Wall Mounted (Part 2), every blade has a pin at the top and bottom consisting of a #14 x 3" (insid pins and a #14 outside pins) Mantel Perez, P.E. Plans miner II 2 Product Control Division Howard Shutter Co. ACCEPTANCE NO.: 97- 0410.05 -2a- APPROVED : KAYO 8 1997 EXPIRES : MAY 0 8 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS stainless steel screw and a 1/2" diam. x 3/4" long nylon bushing that slides inside the Header which is anchored directly to the wall; the sill section is basically the same arrangement turned upside down, as shown in Sections A or F "Wall Mount Section" on Drawing No. 97 -152 Sheet 3 of 5, bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling & Floor Mount: In this mounting arrangement, the Header -Clg. Mounted (Part 1) is anchored directly to the underside of a poured concrete lentil; and the sill assembly, consisting of the Adj. Sill -Bot. (Part 4) and Adj. Sill -Top (Part 5) riveted together, is anchored to a poured concrete slab or bulkhead as shown in Section B "Ceiling/Inside Mount Section" on Dwg. No. 97 -152 Sheet 3 of 5, bearing the Dade County Product Control approval stamp. 4.1.3 Build Out Condition: In this mounting arrangement, the Header -Clg. Mounted (Part 1) is fastened, using 1/4 " -20 machine bolt w /wingnut at 12" o.c., to the long leg of a 2" x 5" x 1/8" aluminum angle (Part 12) that is anchored to the wall and provides the build out; the sill section consists of the same arrangement turned upside down, as shown in Sections A or F "Build Out Mount Section" on Drawing No. 97 -152, Sheet 3 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. 97 -152, Sheets 1 thru 5 of 5. Substitution of anchor type, embedment, edge distance or indicated spacing is unacceptable and are to be engineered separately. 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. 4.3 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 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. 97 -152, Sheets I 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. 6.3 This approval renews Notice of Acceptance No. 95- 0511.06, dated 10/05/95 Ma Pro el Perez, P.E. PI ct Control Division xaminer II TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CENTER MATE SATISFACTORY CRL-S1032B Max. 2.06" / 2.00" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +119.0 PSF CRL- S1032B +91.5 PSF CRL- S1032B CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -119.0 PSF CRL -S 1032B -91.5 PSF CRL -S 1032B UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +137.3 PSF CRL-SI032B +91.5 PSF CRL -S 1032B @ Design 0.53" UNIFORM STATION AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -137.3 PSF CRL- S1032B -91.5 PSF CRL- S1032B UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (120" SPAN) -176.8 PSF CTC 94006 -A -117.9 PSF CTC 94006 -A @ Design I.72" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (64" SPAN) -416.0 PSF CTC 94006 -A -278.0 PSF CTC 94006 -A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (96" SPAN) -286.0 PSF CTC 94006 -A -190.0 PSF CTC 94006 -A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (96" SPAN) -286.0 PSF CTC 94006 -A -190.0 PSF CTC 94006 -A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (120" SPAN) -221.0 PSF CTC 94006 -A -147.0 PSF CTC 94006 -A DESIGN PRESSURE RATING For Design Load vs. Slat Span , Sec Chart on Dwg. 97 -152, Sheet 1 of 5 thru 5 of 5 +91.5 PSF -91.5 PSF Howard Shutter Co. ACCEPTANCE NO.: 97-0410.05 7. TESTS PERFORMED TESTS: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: -2b- APPROVED : M AY 8 1997 EXPIRES : MAY 0 8 2000 Man '1 Perez, P.E. Plans aminer 11 Product Control Division Howard Shutter Co. ACCEPTANCE NO.: 97- 0410.05 • - 2c - APPROVED : mAY 0 8 1997 EXPIRES : MAY 0 8 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on (1) Uniform Static Air Pressure Test Loading, per PA 202 -94 (2) Large Missile Impact Test, per PA 201 -94, and (3) Cyclic Loading Wind Pressure Test per PA 203 -94 of an aluminum accordion shutter, prepared by Construction Research Laboratory, Inc., Report No. CRL- S1032B, dated 9/13/94, signed and sealed by Vipin N. Tolat, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test "Accordion" prepared by Construction Testing Corporation, Report No. CTC -94- 006 -A, dated January 21, 1995, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawings: 8.2.1 Drawing No. 97 -152, "Accordion Shutter" Sheets 1 thru 5 of 5, prepared by Knezevich & Associates, Inc., dated 04/04/97, signed and sealed by V.J. Knezevich, P.E. 8.2.2 Die Drawing No. 838735 Blade prepared by Easco Aluminum dated 11/14/93. 8.3 Material Certification: 8.3.1 Mill Certified Test Reports issued by Easco Aluminum dated 09/01/94 with chemical composition and mechanical properties of the Blade, Part No. (Die No. 838735) using aluminum alloy 6063 -T6. 8.3.2 Tensile Test Report No. 70 -02 -94 -220, prepared by ATEC Associates, Inc., dated 08/29/94, for specimen S 1032, signed and sealed by Peter G. Read, P.E. 8.3.3 Tensile Test Report No. OCM, Job No. 4LM -3150 prepared by QC Metallurgical Inc., dated January 4, 1995 for 5 samples CTC - 94013/10/12, CTC 94 -002, signed and sealed by Frank Grate, P.E. 8.4 Calculations: 8.4.1 Anchor analysis and calculations dated 12/01/93, pages 1 to 11 of 11 prepared by Knezevich &, Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Comparative analysis and anchor calculations dated 4/26/95, pages 1 to 24 of 24 prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. Manus Perez, P.E. Plans miner 1I Produc Control Division Howard Shutter Co. ACCEPTANCE No.: 97- 0410.05 END OF THIS ACCEPTANCE - 3 - APPROVED : MAYO 8 1997 EXPIRES : MAY 0 8 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 documentation, 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 times. 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 1 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. 'd ... _ J Manus Perez, P.E.Plans Ex Produc Control Division er I1 July 7, 1998 Building Official Miami Shores Village To Whom it May Concern: We are the Dade County Notice of Acceptance Holder for FOLDING SHUTTERS under 97- 0410.05. This letter authorizes HOWARD SHUTTER COMPANY to use our FOLDING SHUTTERS approved under number 97- 0410.05 to be used at the following jobsite: Ms. Clara Washington 1041 NE 96 Street Miami Shores, Florida Sincerely, HOWARD SHUTTER CO PANY Edith M. Fuog & SERENE LAKE INVESTMENTS D/B/A HOWARD SHUTTER COMPANY 10816 S.W. 188 STREET MIAMI, FLORIDA 33157 PHONE: (305) 235 -0182 FAX: (305) 235 -1423 :U _ . O Z: _ _ • ► • _Lu DESIGN WIND LOADS (PSF) COASTAL OR NON COASTAL BUILDING ZONE Mean Roof Height (ft) "C" Kz POSITIVE p Zone 4 & 5 NEGATIVE p Int. Zone (4) NEGATIVE p End Zone (5) 14.0 0.801 45.1 - 47.9 -61.5 KNEZEVICH & ASSOCIATES, INC. ENGINEERS AND PRODUCT TESTING 641 MOKENA DRIVE MIAMI SPRINGS, FLORIDA 33166 30-Jun-98 CA CQett\ DESIGMLOADSASCE788WWINDLOADILOADC LC.WB2 q= (0.00256)' (Kz) • ((I•V)"21 p (psf) = q[(GCP) Importance Factor (I) = Velocity (V) Eave Height m.p.h. feet Peak of Roof Height = , >18 tXYl r feet Mean Roof Height = 14.00 feet feet Smallest Side of Building = Opening Height = Tributary Area = Rise/12 of Run = Rf Slope = 18.43 GCpI =Int ...... :Z Pos GCp 4,5 = 1.40 Neg GCp (4) _ -1.50 Neg GCp (5) = -2.00 0.00 BUILDINGS LESS THAN OR EQUAL TO 60 FEET Positive (psf) : Negative4nterior (psf) : Negative -End (psf) : 46.1 .47.9 -61.5 5. End zones for this installation are those areas within NI ao1 ASCE 7-88 DESIGN WIND LOADS COMPONENTS & CLADDING VERTICAL SURFACES feet Use max loads below for all openings sq.ft. (< =10 sq.ft provides max loads) inches degrees (<= 10 reduces Toad) Internal Pressure (.25, .75 or 0) 1. Wind Toads are determined in accordance with the 1994 South Florida Building Code and ASCE 7-88. 2. Wind load calculations are based upon a mean roof height as noted. Contractor shall verify mean roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind Toads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or registered professional engineer. CUENT HOWARD SHUTTER COMPANY STRUCTURE WASHINGTON RESIDENCE 1041 N.E. 96th STREET MIAMI SHORES, FLORIDA 4. This document shall be used for determination of wind Toads only. Component installations shall be In accordance with component design drawings. Component installations at any elevation below roof are acceptable. 6.0 feet of the exterior comers of this building. 6. This document shall be valid only when there appears an original signature, date and embossed seal from V. J. Knezevich, P.E. or John W. Knezevich, P.E. 21 0 7 6. 2A m. rL , At co-1) S-t O HEADER —CLG. MOUNTED O HEADER —WALL MOUNTED SCALE: HALF SIZE 2.000" O SILL —WALL MOUNTED SCALE: HALF SIZE 125" (TYP) ---r -- 12 ANGLE 04/04/97 12: 4 8 3 152' SCALE: HALF SIZE 0 0 ari 1/4" m m 0 O c5e• N I 0 6 .504 .681" O.D. SLAT LENGTH /3 (31 TOP SLAT LENGTH/4 (al BOTTOM 13 LOCKING PIN SCALE: HALF SIZE SCALE: HALF SIZE 195E• 1.259" 14 ROLLER ASSEMBLY SCALE: HALF SIZE 16 8'd 1 538" 052 .. 1.250" 757 4.300" 493' 2 284" 592" 1 69 1 093 ITYP) -080' r1-? 1 L250" m 0 P 250' 1/2"2 r 3/4" LONG NYLON BUSHING W/ st1L x 3" SMS USE #410 ST4INLESS STEEL W/ FLUOROCARBON COATING 11 "1 l 581" 5_0" 0 ALT. HEADER —WALL MOUNTED O ADJ. SILL —BOT. SCALE: HALF SIZE 1. CI BUSHING ASSEMBLY SCALE HALF SIZE 1 721" 3 137 SCALE: HALF SIZE SCALE: Ht . F SIZE 1111 1 #14r 3 "SMS USE tt410 STAINLESS S :EL W/ ••• FLUOR^CARB.!•� COATING IUSE SCPE . IF BUSHING IS USED ON OU' SIDE 1.278" tl = 062' I t2 = 109" I I t5 = 136" •. 903' O FLAT END SLAT Og TYP. SLAT FEMALE LOCK —SLAT SCALE: HALF SIZE NOTES. N O m 0 0 0 645", 593". 3 542" 2.304" L_ 078 SCALE: HALF SIZE 067' POSITIVE AND NEGATIVE .DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 3 264" 078" ITYP) 3 420" 0 ADJ. SILL —TOP SCALE: HALF SIZE SCALE: HALF SIZE .125" (TYP) 2.000" 0 MALE LOCK SLAT 0 ANGLE 0 0 T SCALE: HALF SIZE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH CATE r • THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. AND THE 1994 �� BROW4R0 COUNTY EDITION. - BY 77 f___ �_S_' PRODU ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 3 ALUMINUM EXTRUSIONS SHALL 6063 -T6 ALUMINUM ALLOY, U EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED O N AT THE BOTTOM r ' CEI n, TJ�eICGE NO.g7' O�}l .0.5 END OF THE LOCKING SLAT AS FOLLOwS HOWARD SHUTTER CO. MIAMI. FL. DADE COUNTY PROD. APPRD. 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM Fy = 33 KSI. POP RIVETS SHALL BE 3/16 "2 5052 ALUMINUM ALLOY 6 ALL SHUTTERS SHALL HAVE ONE LOCKING •IECHANISM AT CENTER OR SIDE CLOSURE. 7 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING 8 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 202, ANC 203 9 THIS DESIGN IS BASED ON CRL TEST REPORT p 510326, CTC U94 -006a 10 CLOSURE STRIP FOR BUILD -OUT MOUNT SHALL BE AN ANGLE OF SUFFICIENT SIZE TO FULLY COVER BOTH OPEN SIDES OF STORM SHUTTER INSTALLATION CLOSURE STRIP SHALL BE ATTACHED TO WALL WITH 1/42 FASTENER (al 24" 0 C (TYPE TO BE DETERMINED FROM ANCHOR SCHEDULE) PANEL NEED NOT BE ATTACHED TO CLOSURE STRIP 11 TOP S BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS PEOUIP6 N data 0 n Z CON r 1- r r 0 0 rnm cn it C u W n n > r J N= � 2 I d a • cc 4 P 0 u . a a design by VJK > u ZI 0. I W a n° 0 • J Z Q W Is 0 J -+ •` N < a Q ..., o2 .d W Q Z U •.• J NYI Wd N UJ N • I I Z 1 Y r 1 N Ir yt J P r P a 3r 0 x -I I VJ. KNEZZVICH PROFESSION, L ENGINEER FL r.se No: P • • 0983 R 4 1997f 1 4/4/97 Isule � j drown by LAS NOTED ` GG drawing no. 97 -152 shoot t o1 5 l checked by VJKj V.J. KNE CH PROFESS' A NGINEER FL ce se No: PE • •• 83 A ALimd I al 41997 d 4.110:4/9T scale drawn by AS NOTED ,r OG assign by checed by VJK )( k VJK crewing no. 97 -152 sheet 2 of 5 ..7 n. c. • N.T.S. V MAX. (TYP) SECTION VARIES - NO LIMIT 1 i TYPICAL ELEVATION EXISTING CONCRETE -� MEMBERS 13 MEMBERS 13 VARIES TOP TRACK PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM (SEE NOTE 6) BOTTOM TRACK ACCESS HOLE (B 8" 0.C. (TYP) — .\ SSEMBLY REMOVABLE SILL DETAIL (PLAN) N.T.S. SSEMBLY— ACCESS HOLE W/ PLASTIC PLUG eD e" 0.C. MEMBE 3/16 "0 AL. POP RIVET (A 12' O.C. —+{ 1 11 1 3/16"0 AL. POP RIVET 12" 0.C. REMOVABLE SILL DETAIL (ELEVATION) SCALE: HALF SIZE NOTE: MAXIMUM DESIGN LOAD . 72 PSF V MAX. (TYP) 1/4 "O RAWL CALK-IN go 8" 0.C. EXISTING GLASS i SHEAR FASTENER (m 24° 0.C. / (SEE ANCHOR SCHEDULE FOR ACCEPTABLE ANCHOR). SCALE: 3" t: 1' - 0" 1/8 MAX. SPACE 3ETWEEN SILL TRACKS 1/2" OPTION HANDLE SEE MAXIMUM SEPARATION LOCATION -\ FROM GLASS SCHEDULE I I TYPICAL PLAN VIEW 1 LOCKING PIN. SLIDE INTO TOP OR BOTTOM TRACK MIN.'!" )f- LOCKING MECHANISM (SEE NOTE 6, PG. 1 OF 5) TENSION FASTENER (lb 24" 0.C. (SEE ANCHOR SCHEDULE FOR ACCEPTABLE ANCHOR). 1/4 -20 MACHINE SCREW 3. NUT (B 12" O.C. OR 012 S.S. SMS (ID 12" O.C. r x r MIN. TO 2" x 5" MAX. x .055° ALUM. ANGLE. SIZE AS REO'D. TO PROVIDE CLOSURE AT BUILDOUT. nS rvW i1t 'fir. :LLCIE:;C�IE./ �. � 3 C'L "E, Y 1 f 1 �+ / L. ` ..... 'r �.� 4 rl 1 10_ 05 IJ L o i it _on X L.:, 3 h 0 E. 0 12 ■1111 �..... ■ ..7 n. c. • N.T.S. V MAX. (TYP) SECTION VARIES - NO LIMIT 1 i TYPICAL ELEVATION EXISTING CONCRETE -� MEMBERS 13 MEMBERS 13 VARIES TOP TRACK PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM (SEE NOTE 6) BOTTOM TRACK ACCESS HOLE (B 8" 0.C. (TYP) — .\ SSEMBLY REMOVABLE SILL DETAIL (PLAN) N.T.S. SSEMBLY— ACCESS HOLE W/ PLASTIC PLUG eD e" 0.C. MEMBE 3/16 "0 AL. POP RIVET (A 12' O.C. —+{ 1 11 1 3/16"0 AL. POP RIVET 12" 0.C. REMOVABLE SILL DETAIL (ELEVATION) SCALE: HALF SIZE NOTE: MAXIMUM DESIGN LOAD . 72 PSF V MAX. (TYP) 1/4 "O RAWL CALK-IN go 8" 0.C. EXISTING GLASS i SHEAR FASTENER (m 24° 0.C. / (SEE ANCHOR SCHEDULE FOR ACCEPTABLE ANCHOR). SCALE: 3" t: 1' - 0" 1/8 MAX. SPACE 3ETWEEN SILL TRACKS 1/2" OPTION HANDLE SEE MAXIMUM SEPARATION LOCATION -\ FROM GLASS SCHEDULE I I TYPICAL PLAN VIEW 1 LOCKING PIN. SLIDE INTO TOP OR BOTTOM TRACK MIN.'!" )f- LOCKING MECHANISM (SEE NOTE 6, PG. 1 OF 5) TENSION FASTENER (lb 24" 0.C. (SEE ANCHOR SCHEDULE FOR ACCEPTABLE ANCHOR). 1/4 -20 MACHINE SCREW 3. NUT (B 12" O.C. OR 012 S.S. SMS (ID 12" O.C. r x r MIN. TO 2" x 5" MAX. x .055° ALUM. ANGLE. SIZE AS REO'D. TO PROVIDE CLOSURE AT BUILDOUT. nS rvW i1t 'fir. :LLCIE:;C�IE./ �. � 3 C'L "E, Y 1 f 1 �+ / L. ` ..... 'r �.� 4 rl 1 10_ 05 IJ L o i it _on X L.:, 3 h 0 E. 0 ry SEE MINIMUM SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR --- 4.7( • GLASS OR DOOR It• D ~ • _ W 10 - 1 . I • SEE MINIMUM SEPARATION FROM GLASS SCHEDULE--,,, 04/04/97 12:59 EXISTING STRUCTURE TENSION FASTENER )SEE ANCHOR SCHEDULE) SCALE : 3 "= 1 0" EXISTING STRUCTURE TENSION FASTENER O(TYP. TOP L BOTTOM) 1/4" MAX. O Z B < a N Y 7 Z Z < S W 1/4" MA). TENSION FASTENER EXISTING STRUCTURE )SEE ANCHOR SCHEDULE) WALL MOUNT SECTION ExISTING STRUCTURE r TENSION FASTENER (SEE ANCHOR SCHEDULE) *14 x 2" SMS. USE *410 STAINLESS STEEL W/ \ FLUOROCARBON COATING (USE 3" SCREW IF BUSHING IS USED ON OUTSIDE) GLASS OR DOOR 0 Ls S N z < 0 ° jI LI 7 • M = z X h = • W 1/4" MAX. 1/4" MAX. 1/2'* x 3/4 LONG NYLON BUSHING W/ *14 x 3" SMS. USE *410 STAINLESS STEEL W/ FLUOROCARBON COATING (SEE ANCHOR SCHEDULE) EXISTING STRUCTURE O ALT. BUILD —OUT MOUNT SECTION E SCALE : 3 ". t- 0" EXISTING STRUCTURE SEE MINIMUM SEPARATION FROM GLASS SCHEDULE 0 ASSEMBLY 3/16'0 POP RIVET (9 12" O.C. GLASS OR DOOR EDGE DIST. G C 3/16 - 0 ALUM. POP RIVET (lb 12 "O.C. O CEILING /INSIDE MOUNT SECTION B SCALE : 3 ". 1'• 0" SEE MINIMUM SEPARATION FROM GLASS SCHEDULE � N 0 WOOD FRAMING TENSION FASTENER (SEE ANCHOR SCHEDULE) ROLLER ASSEMBLY 14 \ TYP, EVERY OTMER PIN 0- TYP. TOP L BOTTOM TENSION FASTENER (SEE ANCHOR SCHEDULE) W000 FRAMING O WALL MOUNT SECTION SCALE : 3'•= 1'- 0" EXISTING STRUCTURE SHEAR FASTENER (SEE ANCHOR SCHEDULE) O 114" MAX. 1/4" MAX. SHEAR FASTENER )SEE ANCHOR SCHEDULE) 1/4" MAX. 1 /4" MAX. moms rig t SEE MINIMUM SEPARAT FROM GLASS SCHEDULE ALT. ANGLE LEG DIRECTION (TYP) 1/4' MAX. GLASS OR DOOR o IN • - _rL11 p f' • W -° — G. -- GLASS OR : ?DOR 1 1/2" PLYWOOD L STUCCO FINISH TENSION FASTENER (SEC ANCHOR SCHEDULE) TENSION FASTENER (SEE ANCHOR SCHEDULE) ()CONT. - TYP, TOP L BOTTOM SCALE : 3 ". V- 0" EXISTING STRUCTURE SEE MNIMUM SEPARATION 1/4 - 20 MACHINE BOLT W/ WINGNUT 12' O.C. TYP. TOP L BOTTOM 1/4' MAX. 0 TYP. TOP ` S BOTTOM O BUILD —OUT MOUNT SECTION C SCALE : 3'•. 1•• 0" 2 - 1/4 "0 x 4 -1/2" 5.5. LAG SCREW (A 24" O.C. MAX. WI 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. W000 CONT. NOTE; THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. G ALT. WALL MOUNT SECTION SEE MIN MUM SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR ALT. ANGLE LEG DIRECTION 1/4" MAX C d EXISTING STRUCTURE • SCALE : 3 "= 1'- 0" TENSION FASTENER ISEE ANCHOR SCHEDULE) 11 CONT. `— TENSION FASTENER (SEE ANCHOR SCHEDULE) \.— EXISTING STRUCTURE BUILD —OUT MOUNT SECTION APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILCIRO CODE DATE he : _ Q �� BY �/. ,_i� PRODU OhTROI DlV iCH BUILDING CODE CL'i4PLIAHCE OFFICE ACCEPTANCE EC. Q - 7-0q lb•05 1/4" MAX. 1/4" MAX. 3/16"0 ALUM. POP RIVET (O 12" O.C. (TYP. FRONT L BACK) O ° v ASSEMBLY 1/6 -20 MACHINE BOLT L NUT at 12"O.C. C 0 11 11 2 a m x design by VJK drawing no. 97 -152 sneer 3 or 5 VJ KNEZEVICM PROFESSION . ENGINEER FL Lit se No: PE !• •993 41997 scale by I ASNOTED)` GG [checked b ` VJK ANCHOR NOTES: 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W000 STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 04/04/97 13:08 APPROTED AS COi+1F1'IIVE MTh 'fit SO'JT1t FLORIDA gU4_DIi46 COG '- RODUC ITR - ,:1J1SiOH BUILDINO C T) C '," y:i. GC A CC.I" NE t!)• / /. c 0 d 1 VJ. KNEZEV1CH PROFESSIONAL ENGINEER data t c V I > ▪ z a m ° o o JN _ Q 2 LL o U < Wr 0 J J r N Y < ° N < a;t Q O t )wee < W ~ . 00 V r C S > • I. I.Q. W NI Y l �y or r A 0 1 H1 xl tr1 } o' Y CC < L O A in C O �n I3 aN a vi < e = O • e c /4/97 ;sulkf SAS NOTEDJdrawn oy I GG [design oy checked by VJK VJK dr awing no. 97 -152 shat L of 5 TENSION SHEAR ANCHOR SCHEDULE €ASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES O.C.) W/ 3" EDGE DISTANCE TENSION SHEAR 0 W/ EXISTING STRUCTURE CONCRETE WOOD FRAMING HOLLOW BLOCK ANCHOR DESCRIPTION 1/4 "0 RAWL ZAMAC NAIL -IN W/ 1" EMBED. 1/4"0 RED -HEAD SLEEVE ANCHOR W/ 1 -1/8" EMBED. 1/4"0 ITW TAPCON W/ 1 -1/4" EMBEDMENT 1/4 "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION 1/4"0 RAWL ZAMAC : NAIL -IN W/ 1" EMBED. 1/4 "0 RED -HEAD SLEEVE ANCHOR W/ 1 -1/8" EMBED. 1/4 "0 ITW TAPCON W/ 1 -1/4" EMBEDMENT LOAD (W) SPAN IL PSF W< - W - 91.5 W < 105 W -105 W :220 W<91.5 - W -91.5 W .105 W -105 W <_ 220 W:91.5 W -91.5 W < 105 W. 105 W < 220 W<91.5 - W. 91.5 1 W < OS W -105 W 220 W <91 .5 - W -91.5 W _< 105 W.105 W < 220 W91.5 W.91.5 W < 105 W -105 W _< 220 W <91.5 - W -91.5 W _< 105 W -105 W < 220 L = 5' -0" 12 18 11 17 5 8 12 12 12 12 7 8 14 18 13 18 6 8 18 11 18 10 11 7 17 6 15 3 7 12 12 12 12 6 7 8 13 7 12 3 5 5' -0 "< L L< 8' -0" 7 12 6 10 3 5 11 12 9 11 4 5 9 13 8 11 3 S 17 7 14 6 7 4 10 4 9 - 4 9 11 8 9 3 4 5 8 4 7 3 ........2..<- L <� 0 _0 6 9 5 8 4 8 10 7 9 3 4 7 10 6 9 3 4 13 5 � 5 5 - 3 8 3 7 / 7 8 6 7 3 3 4 7 3 6 ANCHOR NOTES: 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W000 STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 04/04/97 13:08 APPROTED AS COi+1F1'IIVE MTh 'fit SO'JT1t FLORIDA gU4_DIi46 COG '- RODUC ITR - ,:1J1SiOH BUILDINO C T) C '," y:i. GC A CC.I" NE t!)• / /. c 0 d 1 VJ. KNEZEV1CH PROFESSIONAL ENGINEER data t c V I > ▪ z a m ° o o JN _ Q 2 LL o U < Wr 0 J J r N Y < ° N < a;t Q O t )wee < W ~ . 00 V r C S > • I. I.Q. W NI Y l �y or r A 0 1 H1 xl tr1 } o' Y CC < L O A in C O �n I3 aN a vi < e = O • e c /4/97 ;sulkf SAS NOTEDJdrawn oy I GG [design oy checked by VJK VJK dr awing no. 97 -152 shat L of 5 TENSION SHEAR ANCHOR SCHEDULE €ASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES 2" EDGE DISTANCE TENSION SHEAR 0 W/ STING STRIUCTURE CONCRETE WOOD FRAMING HOLLOW BLOCK ANCHOR DESCRIPTION 1/4"0 RAWL ZAMAC NAIL -IN W/ 1" EMBED. 1/4"0 RED -HEAD SLEEVE ANCHOR W/ 1 -1/8" EMBED. 1/ "(25 ITW TAPCON W/ 1 -1/4" EMBEDMENT 1/4"� S.S LAG scfREw W/ 1 -1/2" pENETRATION 1/4 "0 RAWL ZAMAC 1/4"0 RED -HEAD SLEEVE NAIL -IN W/ 1" EMBED. ANCHOR W/ 1 -1/8" EMBED. 1/4"0 ITW TAPCON W/ 1 -1/4" EMBEDMENT LOAD (W) vsF SPAN IL W <91.5 W.91.5 W_ 105 W -105 W<220 W = 91 . 5 W -91.5 W4 105 W >105. W<220 W W > 91.5 W_105 W -105 -91.5 W<220I =91.5 W•515 W<;05 y,� >105 W<220 W< W W <105 W -105 W.220 W =91.5 W >91.5 W_105 W > 105 W <220 W = 91 . 5 W -91.5 W.105 W -105 W<220 L< 5' -0" 11 14 9 12 4 5 12 12 12 12 6 6 13 14 / 11 18 11 A:itil 18 10 4 6 12 J / 12 6 10 - 12 5 12 11 11 5 5 7 9 6 8 3 4 L< 8 ` O L 7 8 6 7 3 9 9 8 4 �� 17 7 14 6 4 7 3 6 3 6 3 5 - 3 8 7 / 6 6 7 6 5 5 X. 3 - 4 6 3 4 3 5 3 4 - - L < =0" 5 7 4 6 - 7 7 iiAidl �� 13 5 11 ' ANCHOR NOTES: 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF W000 STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 04/04/97 13:08 APPROTED AS COi+1F1'IIVE MTh 'fit SO'JT1t FLORIDA gU4_DIi46 COG '- RODUC ITR - ,:1J1SiOH BUILDINO C T) C '," y:i. GC A CC.I" NE t!)• / /. c 0 d 1 VJ. KNEZEV1CH PROFESSIONAL ENGINEER data t c V I > ▪ z a m ° o o JN _ Q 2 LL o U < Wr 0 J J r N Y < ° N < a;t Q O t )wee < W ~ . 00 V r C S > • I. I.Q. W NI Y l �y or r A 0 1 H1 xl tr1 } o' Y CC < L O A in C O �n I3 aN a vi < e = O • e c /4/97 ;sulkf SAS NOTEDJdrawn oy I GG [design oy checked by VJK VJK dr awing no. 97 -152 shat L of 5 MINIMUM SEPARATION FROM GLASS ;IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (L) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS • 30' ABOVE GRADE (INCHES) MIN. SCADARATION FROM GLASS FOR INSTALLATIONS > 30' AaoVE GRADE (INCHES) - 1 30.0 L < 5' -0" 2 -1/8 30.0 5' -0" L 8' -0" 2 -1/8 1 -1/8 30.0 8' -0" < L < 10' -0" 4- 3/8 - 1 -3/8 40.0 L < 5' -0" 2 -1/8 1 40.0 5' -0" < L < 8' -0" 2 -1/8 1 -1/8 40.0 8' -0" < L 10' -0" 4 -3/8 1 -3/8 50.0 L < 5' -0" 2 -1/8 1 50.0 5' -0" < L < 8' -0" 2 -1/8 1 -1/4 50.0 8' -0" L < 10' -0" 4 -3/8 1 -1/2 60.0 L < 5' -0" 2 -1/8 1 60.0 S' -O" < L < 8' -0" 2 -1/8 1 -1/4 60.0 8' -0" < L < 10' -0" 4 -3/8 1 -5/8 70.0 L < 5' -0" . 2 -1/8 1 70.0 5' -0" L < 8' -0" 2 -1/8 1 -3/8 70.0 8' -0" < L < 10' -0" 4 -3/8 1 -3/4 80.0 L < 5' -0" 2 -1/8 1 80.0 5' -0" < L < 8' -0" 2 -1/8 1 -3/8 80.0 8' -0" < L < 10' -0" 4 -3/8 1 -7/8 90.0 L < 5' -0" 2 -1/8 1 90.0 5' -0" < L < 8' -0" 2 -1/8 1 -3/8 90.0 8' -0" < L <10'-0" 4 -3/8 2 100.0 L < 5' -0" 2 -1/8 1 100.0 5' -0" < L < 8' -0" 2 -1/8 1 -1/2 100.0 8' -0" < L < 10' -0" 4 -3/8 2 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) MAIXIMUM ALLOWABLE SPAN (L) (FT - IN) 30.0 10' -0" 40.0 10' - 0" 50.0 10' - 0" 60.0 10' - 0" 70.0 10' - 0" 80.0 10' - 0" 90.0 10' - 0" 100.0 10' - 0" 110.0 10' - 0" 120.0 10' - 0" 130.0 10' - 0" 140.0 10' - 0" 150.0 9' - 10" 160.0 170.0 8' - 10" 180.0 8' - 4" 190.0 7' - 11" 200.0 7' - 6" 210.0 7' - 2" 220.0 6' - 10" 230.0 6' - 6" 240.0 6' - 3" 250.0 6' - 0" 260.0 5' - 9" 04/04/97 13:11 APPROVED AS COMPLYIIIO 111TH THE SOUTH FLORIIDAA BUIL9IH5 C30E DATA I LL' 19q:2 BY 11 PRODU CONTROL D;1i;;i0Y BUILDING cCVE CO Q MICE CE ACCEPTANCE 'I(0. q � ' scale AS NOTED design by VJK J� m 14 W J� V aI. s' 0. O • 10 < 0 01 IA X i n W a a X drawing no. 97 -152 shear 5 of 5 z c a a • • v 10 1 ;12 S w Ifs V.J. KNEZEVICH PROFESSIONAj ENGINEER drawn by GG ( checked b VJK c 1 7 DESIGN WIND LOADS (PSF) COASTAL OR NON COASTAL BU LDING ZONE can Roof Height (ft) "C" Kz POSITIVE p Zone 4 & 5 NEGATIVE p Int. Zone (4) NEGATIVE p End Zone (5) 14.0 0.801 45.1 - 47.9 -61.5 KNEZEVICH & ASSOCIATES, INC. ENGINEERS AND PRODUCT TESTING 641 MOKENA DRIVE MIAMI SPRINGS, FLORIDA 33166 30-Jun-98 C CIIent DESIGMLOADSIASCE7881WNDLOAMOADCALC .WB2 ASCE 7 -88 DESIGN WIND LOADS COMPONENTS & CLADDING VERTICAL SURFACES q= (0.00256)' (Kz) • [(Mi)"2) p (psf) = q[(GCp) Importance Factor (I) = Velocity (V) = Eave Height = Peak of Roof Height Mean Roof Height = Smallest Side of Building = Opening Height Positive (psf) : Negative - Interior (psf) : Negative -End (psf) : 46.1 -47.9 -61.5 BUILDINGS LESS THAN OR EQUAL TO 60 FEET 5. End zones for this installation are those areas within m.p.h. feet feet feet feet feet Use max Toads below for all openings Tributary Area = sq.ft. ( < =10 sq.ft provides max loads) Rise/12" of Run = ` ''?4A0 > >' `. inches Rf Slope = 18.43 degrees (<= 10 reduces Toad) GCpI = 3;25 > Internal Pressure (25, .75 or 0) Pos GCp 4,5 = 1.40 Neg GCp (4) = -1.50 Neg GCp (5) = -2.00 1. Wind Toads are determined in accordance with the 1994 South Florida Building Code and ASCE 7-88. 2. Wind Toad calculations are based upon a mean roof height as noted. Contractor shall verify mean roof height in field and notify Engineer if higher than noted. 3. The maximum positive and negative wind loads for the building zones are as noted below unless specific values are labeled adjacent to a building opening and certified by a registered architect or registered professional engineer. 4. This document shall be used for determination of wind loads only. Component installations shall be In accordance with component design drawings. Component installations at any elevation below roof are acceptable. 6. This document shall be valid only when there appears an original signature, date and embossed seal from V. J. Knezevich, P.E. or John W. Knezevich, P.E. CUENT HOWARD SHUTTER COMPANY STRUCTURE WASHINGTON RESIDENCE 1041 N.E. 96th STREET MIAMI SHORES, FLORIDA 6.0 feet of the exterior comers of this building. July 7, 1998 Building Official Miami Shores Village To Whom it May Concern: We are the Dade County Notice of Acceptance Holder for FOLDING SHUTTERS under 97- 0410.05. This letter authorizes HOWARD SHUTTER COMPANY to use our FOLDING SHUTTERS approved under number 97- 0410.05 to be used at the following j obsite: Ms. Clara Washington 1041 NE 96 Street Miami Shores, Florida - -`- • 4 4 U_ -!O`_- O\ _ AA_ Sincerely, HOWARD SHUTTER COMPANY i 5 dith M. Fuog 676- / t&PY SERENE LAKE INVESTMENTS DB /A HOWARD SHUTTER COMPANY 10816 S.W. 188 STREET MIAMI, FLORIDA 33157 PHONE: (305) 235 -0182 FAX: (305) 235 -1423 Date Legal Description ** * FEES: PERMIT APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address o to 8i- Tax Folio c 1 3 7 . ; O vrne i / Lessee / Tenant Owner's Address 1 t/ U 9 ('r4 (-hon"e 5 2 - 3g Contracting Co. ° VIL . SSi! k L-AD 7 ,t Signature oL t and /or Condo Presi Date: �--- Notary - ds t /or Co My Commissio Expires: ' 4 E ( OCIShing±D Permit t!' do A TARYSEAL FUOG N UBLIC STATE OF FLORIDA M ISSION NO. CC566695 IVtY COMMISSION EXP. TUNE 26 2000 RADON C.C. f 9t Fire Build' Mechanical Plumbing_ Address 10 SO I k , ( + Qualifier A d ��ry - f 1�crA3 T SS4� Phone�� _J_ '! �f� u State # Municipal # Competency 4E Ins.Co. AMA- dy® Architect /Engineer _ Address D Bonding Company Mortgagor Address Address Permit Type(circle one) BUILDING) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION � � ( LJ� � � hi ) d i± Notary 'as to My Commission NOTARY 7� 1 Square Ft. Estimated Cost(value WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF 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 contractor to do the work stated. Signature of C racto or Owner- Builder Date: 0 rf-Builder Th EDITH M FUOC �L * * NOTARY PUB . STAN OF FLOR A * COMMISSION NO. CC566695 MY COMMISSION EXP. UIV E 7.6,7.000 y TOTAL DUE Other ]kdtrical Engineering