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1999 SHUTTERS-/e4- PERMIT APPLICATION OR MIAMI SHORES VILLAGE Date Job Address % 9 /Z) E Tax Folio Legal Description Historically Designated: No Owner /Lessee / Tenant 4//e'. Master Permit # 3 Owner's Address 96'7 9/ 7g 1 X+6 Phone 1 7 / 3 " :5T D Contracting Co. ��/��U�s� Address Fig0c9 % . / l //.1 Si(1 &) c) SS# / - Municipal # Competency # 7,576ns. Co. Qualifier State # Archit ngineeD � �� Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION i /e<530u&r c c)66772ca Square Ft. ° WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO ?" 0 SO MAY RESULT IN YOU I7 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 fy at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons u �� n and zoning. F ermo uthorize the : _ :- ed contractor to do the work stated. otaiy as to Owner alid/or C ond _ Date My Corn ' xpires: me• 1: 4 - OFFICIAL SEAL II) e MARISKA MONIEVER0' CC# 640 622 `` M E Comm. Expires 4 -21 -2001 f1 1f11111 "` FEES: PERMIT RADON APPROVED: Zoning Mechanical Building C.C.F. 9 Estimated Cost (value) Co f Signaturh`6f Contractor or Owner- Builder E6 (G >/ ��c� «�_�� Electrical /bate Notary as to Contractor rOwner- Builder My Comr�s�,ia� 4,Expires: 4h;! gy OFFICIAL SEAL F:1 MARISKA CC M 640622 RSA /11111111 Comm. eves 4- 2l-2o1 fi NOTARY BOND TOTAL DUE / Date Plumbing Structural Engineer STATE 0; O 1I0A; COU N111 Oar WOE iks @s 0,1J ::: ?C.'' • nt' . a7 A RECORDED COPY MUST Eit t-UI IJN I ic 011 trnrnc y ranaa ia..rc��.aav,ti PERMIT NO. TAX FOLIO NO. 7/ C2� 37) STATE OF FLORIDA: COUNTY OF DADE: • /1)//9 / /9 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: differ: date is specif Svature of Owner Print Owners Name Sworn to and subscribed before ne this1C) day of 'o � ' OFFIC:M tERDE `• J∎ s MARGYA 640622 • MIN r o CC# A 21-20 T . tsiti • 0 Pre pared by: 191 Notary Public Print Notary's Name My Commission Expires: 99R5B 4-4.89 1999 NOV 16 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 7 tie 977et / -/ /J/ // ?/b' 4, f' -3 -i :3%7' 2. Description of improvement: ).4 1 (1 ''' � "' {�' �' (7/ 3. Owner( name an ddr ss: 7&L C6 i 5 /I/ &, 9" 7 l li19' 9 2 / W,BS 33/. Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: %� >� �i!r �zi�- 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 Address: /�`� • ;0/ 14:15 1:101-52 251 b e • 1 3 e • 0 • e O o • e O O • 3 BAH= Jiah na Shutters 94-1717.1r 0 0 O • • 0 0 e L e O • O 4 e.. • • EC O =ECONO ACCORDION SHUTR 95-3030.03 • ASP = • Aluminum Storm Panel Eh. 4011 e O. 1 3♦ O < VV C 0 • • ded 1. Y ' •'Y ! 3 3 • I. ▪ r RN /✓O ie 3 > i. • • • e e O e O^ 0 0 a 3 • O 0 P O O . i .3. • O • • e • MMWWWWMMWOOMMoOMMWommom Wm. Al Mix AMIN SP= 20 ga Storm Panel 95- 1102.01 e • e 9 • RU= ROLL -UP SHUTTER 94- 0830.03 e o • • e • o P 9 _ t . O 3 o • • OPNG.# DATE:/e9/4/99 TYPE W X X» ,a 9' 96X/ 3/ VI ✓ — V 38 / ! - / 7 ?3 f.e,e9 • !S 9 te.,0 4eK 7 5 T9/ < / g2 / 38XV0 /D 38 -X52 / DRAWN BY: COLOR: /,( Lj/ l SHEIff # 1 OF 1 I tz I �ILC: TTL LK 3 . • e e e o f i I 0 i WALTER A. TILLIT, JR., P.E. October 1, 1999 City of Miami Shores Building and Zoning Department 10050 N.E. 2nd Street Miami, FL. 33138 Contractor: Job Address : Owner's name Subject : Dear Sirs : : Bruce Alspach I hereby attest that to the best of my knowledge, belief, and professional judgement, the review of the above mentioned building's configuration indicates that the maximum design pressure rating for the subject job is : - Design Pressure Rating: 47.8 p.s.f. (openings #2, 3) This design load has been determined based on section 2309 of the 1994 Edition on the South Florida Building Code, for a : - Building's mean roof height of : ±15' -0" - Wind zone : Interior Zone, Non - Coastal Zone Tilteco, Inc. Drawing # 98 -25 Therefore, maximum panel span and maximum anchor spacing for a given type of installation shall be determined as per schedules shown on applicable Dade County approval drawing. If I can be of further service, please do not hesitate to call. Very truly yours, Walter A. Tillit Jr, P President CC: \TILTECO \WIRDLOAD.99 \ROLL- ALS.CAS TILLIT TESTING & ENGINEERING COMPANY Rol l ingshi el d, Inc. 967 N.E. 91 Terrace Miami Shores, FL. Installation of Roll Up Shutter 713 -99 6595 N.W. 36th Street, Suite 217, Miami, Florida 33166 - Phone: (305) 871 -1530 - Fax: (305) 871 -1531 / 1 L ECO BNC. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. October 1, 1999 City of Miami Shores Building and Zoning Department 10050 N.E. 2nd Street Miami, FL. 33138 Contractor: Rollingshield, Inc. Job Address : 967 N.E. 91 Terrace Miami Shores, FL. Owner's name : Bruce Alspach Subject : Installation of ASSA /Economy Accordion Shutters Dear Sirs : I hereby attest that to the best of my knowledge, belief, and professional judgement, the review of the above mentioned building's configuration indicates that the maximum design pressure rating for the subject job is : - Design Pressure Rating: 61.5 p.s.f. (openings #1, 4 thru 14) This design load has been determined based on section 2309 of the 1994 Edition on the South Florida Building Code, for a : - Building's mean roof height of : ±15' -0" - Wind zone : End Zone, Non - Coastal Zone Tilteco, Inc. Drawing # 98 -14 Therefore, maximum panel span and maximum anchor spacing for a given type of installation shall be determined as per schedules shown on applicable Dade County approval drawing. If I can be of further service, please do not hesitate to call. Very truly yours, Walter A. Tillit Jr, President CC: \ TZLTECO\ WINPLOAD. 99 \ROLL -ALS. CMS 712 -99 6595 N.W. 36th Street, Suite 217, Miami, Florida 33166 - Phone: (305) 871 -1530 - Fax: (305) 871 -1531 ROLLINGSHIELD) ROLLSHUTTERS • SHADES SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: /// 9 Mr. Building Official: City Gentleman: We are the Dade County Notice of Acceptance Holder for Extruded Aluminum ECONO ACCORDION SHUTTERS under Acceptance # 98- 0722.01 This letter is to authorizeW91 )064 to use our Extruded aluminum ECONO ACCORDION SHUTTER approved under Acceptance # 98- 0722.01 to be used at the following job: Job Name: /497 Address: 7 - /O - City: , A/t// III �DZip: Number of shutters: Silvio Sanso President (Corporate seal required) Jose Antonio Delgado Vice - President (Corporate seal required) 8900 N.W. 119 St. • Hialeah Gardens, Florida 33018 -4107 Tel.: (305) 820 -8224 • Fax: (305) 820 -8225 1 (800) 474 -9404 ROLLINGSHIELD ROLLSHUTTERS • SHADES SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date:/ //9 Mr. Building Official: City Gentleman: We are the Dade County Notice of Acceptance Holder for Extruded Aluminum Roll -Up Shutter under number 98- 0218.08 This letter is to authorize 7 ' // ,. , rG • to use our Extruded aluminum Roll -Up Shutter approved under number 98- 0218.08 to be used at the following job: Job Name: B/7 ,1 . 9c- 4 Address: 9‘?-- City: Zip: Number of shutters: Silvio Sanso President (Corporate seal required) Jose Antonio Delgado Vice - President (Corporate seal required) 8900 N.W. 119 St. • Hialeah Gardens, Florida 33018 -4107 Tel.: (305) 820 -8224 • Fax: (305) 820 -8225 1 (800) 474 -9404 METRO - LADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolling Shield, Inc. 8900 N.V. 119 Street Hialeah Gardens FL 33018-4107 Your application for Product Approval of: Extruded Aluminum Roll -Up Shutter 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 Rolling Shield, Inc. Drawing # 98 -25, Sheets 1 thru 13 of 13, dated 01/21/98 with latest revision on 06/03/98, signed and sealed by W.A. Tillie Jr. PE. 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.:98- 0218.08 (Revises No.: 97- 0404.06) Expires:07 /11/00 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:09 /03/98 - -l- Internet mail address: postmaster ©buildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372.6339 Raul Rodliguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Rolllingshield, Inc. ACCEPTANCE NO: 93- 0218.03 - APPROVED "i P 0 192 EXPIRES : July 11, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1 SCOPE: 1.1 This revises the Notice of Acceptance No. 97- 0404.06 which was issued on 07/03/97. It approves an extruded aluminum roll -up type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (S.F.B.C.) 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by S.F.B.C. Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2 PRODUCT DESCRIPTION: 2.1 The Extruded Aluminum Roll -Up Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98-25, Sheets 1 through 13 of 13, titled "Roll -Up Shutter ", prepared by Tilteco, Inc., dated 01/21/98, with latest revision on 06/03/98, signed and sealed by Walter A. Tillit Jr. PE.bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date. These documents shall herein after be referred to as the approved drawings. 3 LIMITATIONS: 3.1 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4 INSTALLATION: 4.1 The extruded aluminum Roll -Up Shutter and its component shall be installed in strict compliance with the approved drawing 5 LABELING: 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" 6 BUILDING PERMIT REQUIREMENTS: 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the South Florida Building Code in order to evaluate the installation of this system. Manu. I Perez, PE., Product Prodik4- ontrol Division ntrol Examiner Rolllinashield, Inc. ACCEPTANCE NO: 98- 0218.08 APPROVED SE? p 3 1 EXPIRES July 11, 2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising . or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. Manue P ez, PE., Product Product ontrol Division END OF THIS ACCEPTANCE of Examiner fe_ P/4 Max. SLAT SPAN (SEE SCHEDULE) 9 /4 TYPICAL SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE: SEE SHEET 2 & 3 OF 13 FOR COMPONENTS NOMENCLATURE. Max. MULLION SPACING-a- W -1/6 Q / //////// //////// ( // ///////// //(////////, 0/4 • Max. SLAT SPAN (SEE SCHEDULE) e z "Cr P/4 TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION (NO STORM BARS REQUIRED) NOTE: SEE SHEET 2 & J OF 13 FOR COMPONENTS NOMENCLATURE. Det. 1.1/6 OR M1/6 Typ. Ea. SIDE (rYP.) O (Typ.) e© OR (Typ. Ea. END) © OR @ ® © OR (Typ. Ea. END) Max. SLAT SPAN (SEE SCHEDULE) Mar. STORM BAR SPACING (SEE SCHEDULE) Max. SLAT SPAN (SEE SCHEDULE) (TYP) i Q/4 j A?/4 Max. STORM BAR SPACING (SEE SCHEDULE) Max. HEADER SPAN & I. S/5 V/5 V MAXIMUM HEADER SPAN (SEE SCHEDULE) Ors SA.; 5/5 5/5 Q/w Max. MULLION SPACING (SEE SCHEDULE) W-2/6 //////////////////////21/(// iii /// R/4 W- 5/5 Af Vy OR Cont. 1 P/A 7 TYPICAL MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) NOTE: SEE SHEET 2 & 3 OF 1.3 FOR COMPONENTS NOMENCLATURE. ®OR0 z TYPICAL CONSECUTIVE MULTIPLE UNIT ELEVATION (STORM BARS REQUIRED) NOTE: SEE SHEET 2 & 3 OF 13 FOR COMPONENTS NOMENCLATURE. 1 . a 'v P/4 Cont. / ////// /// ('iii /iii /, \ \ \ : \ t ' \ \ \\ \ \�� • / IL EC-0 I N C rturr TE'sTTNG & EMGYNEERtNG COMPANY 6595 N.W 361h. SL, Sec 217 - waft,* CAROLMS. A. 33146 Phon• : (X5)671 -1530. Far t (305)871 - 1531 WALTER A 7IL Jr., P. E. FLORIDA Lk. V 44167 GENERAL NOTES: 1. ROLL -UP SHUTTER HAS BEEN DESIGNED IN ACCORDANCE WITH THE 7994 DAZE COUNTY farrow OF THE SOUTH FLORIDA BL/R.DING CODE. DESIGN MAID LOADS SHALL BE AS PER SECTION 6 OF ASCE 7 -88 WITH 110 m.p.h. BASIC WIND SPEED. ROLL -UP SHUTTER'S ADEOU4CY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 2375 & 2374 RESPECTIVELY OF THE ABOVE MENTIONED CODE 2. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -TB ALLOY (UNLESS OTHERWISE NOTED). 3. ALL SCREWS TO BE STAINLESS STEEL .304 OR 376 SERIES W/50 Tai YIELD POINT AND 90 Tai TENSILE STRENGTH. 4. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 36 lai MIMMUM YIELD POINT 5. "10. : AT FLOOR •R -. INC MOUNTING INSTALLA .;714,161&1111WEAQ :1MoL'1LI -•• IN A VISIBLE PLACE M1TH A WARNING NOTE INSTRUCTW td OR OWN R THA T.'RM :PA:KVETIA7 /:12ML'nYLr0044 711.7m i•.•:I.1 .0�l.'1 1•T:74H. c'n7 ,, - ., - 77T, " :70:E4T41W•,211 T).: :77! WARNMC AND THAT ROLL UP SHU •• • 7- RR/CAN£ PROTECTION UNLESS ALL STORM BARS ARE INSTALLED AS DIRECTED. 6. ANCHORS TO WALL FOR SIDE RAILS & BOX CONNECTION SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: -1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./RAMSET OR ELCO INDUSTRIES. NOTES: A I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 13/4'. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF INC REQUIRED EMBEDMENT. A 2) W CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PNNO. S. (B) TO EXISTING CONCCRE1E BLOCK WALL: -1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY LT.W./RAMSET OR ELCO INDUSTRIES. NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4'. 8.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MIN STRUCTURE BEHIND SUCH PANELS. (C) ANCHORS SHALL BE INSTALLED FDLLOwING ALL OF THE RECOM£NDAT7ONS AND SPECIFICA- TIONS OF 714E ANCHOR'S MANUFACTURER. (D) ..w.•.:- • .-a z.: 714 : r ui:± & MULLION COON£C77ON5 SHALL ¢4 SPFIYFIFD ON APPLICABL - 4 " i MN • SHEETS 5 & 6 OF 13 RESPE 7 7. IT SHALL BE THE RESPONSIBL'JTY OF THE CONTRACTOR TO VERIFY ME SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 8. SHUTTER MANUFACTURER'S STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4 ABOVE THE BOTTOM OF SUCH RAIL. STAMP SHALL READ AS FOLLOWS: ROLUNGSHIELD MAAMI, FL DADE COUNTY PRODUCT CONTROL APPROVED. 9. ROLL -UP MECHANISM NOT PART OF THIS APPROVAL (•) SEE SHEET 8 OF 13 FOR LIMITATIONS & REQUIREMENTS FOR THE INSTALLATION OF DIFFERENT SIDE RAIL TYPES BASED ON SLAT SPAN & DESIGN PRESSURE RATING ROLL -UP SHUTTER ROLLINGSHIELD, IN 8900 N.W. 119 STREET HIAL EAI1 FLORIDA JJ013 KV. No FROM PENSION 44 -02 NOTE 6 0•16 1/21/96 6/4.7/96 •,•r MAY £ REMOVABLF AT NON LL BEAR A PERMANFINT LABEL Ai'i':73 :_:; AS CO' ."LYi,':" VVTN TPE S '' :1.0 DU:L:;:r G CODE F■ODuC r'',.TnOL DiV:S,O,: 6UILD CODE g COui°L•IANCE OFFICE ACCEPT =ICE NO 93 -OA • 01 Isv r. a • DereNPRON WTI DADE COUNTY AS SHOWN SCALE 1/21/98 DATE 98 — 25 DRAWING N SHEET / OF 13 (A� TYPE 1 SLAT: EXTRLDED ALUM /NUM SLAT FOE3 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" L t CD TYPE 4 STORM BAR: 4" HEAVY EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 2.593' © TYPE 2 SIDE RAILS: 6063 -T6 Alum. ALLOY SCALE: 1/2" = 1" S -w- .250 .250' T .04r a .048' © TYPE 3 SIDE RAILS: 6063 -T6 Alum. ALLOY SCALE: 1/2" = 1 " © TYPE 2 SLAT: EXTRUDED ALUMINUM BOTTOM SLAT 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" 3.000" 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1 QG HEADER TYPE 1: N r w © TYPE 1 STORM BAR: 2" EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" +.125 TYPE 4 SIDE RAILS: 6063 -T6 Alum. ALLOY SCALE: 1/2" = 1. 4.000' ti] OH HEADER TYPE 2: 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" --.125 STORM BAR: .250' 4.000" Q HEADER • TYPE 3: 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" - 1° T1LlIT TESTING & ENGINEERING COMPANY 6595 N.W .16An. St, Ma 217 - VY1Y.144 G1RDEN9 R. 3J166 PIN.: 005)871 -1570. F : (206)671 -15JI WALTER A TUFT Jr, P. E. FLORIDA 1k. 1 44167 ED TYPE 3 STORM BAR: 4" EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" ROLL -UP SHUTTER ROLLINGSHIELD, INC. 8900 N.W. 119 STREET H/ALEA1. FLORIDA JJ018 I --- 2.AOd --1 REVISION IROU 94 -oz 1/7f /A6 (, NC CAC LNs .062" Typ. 2958' 1.395" 1.501 =+ j .37s --1 I- Q. TYPE 1 SIDE RAILS: 6063 -T6 Alum. ALLOY SCALE: 1/2" = 1 •i:`r! 114E F' ClnE D F1(1:2 .e': r :i^,OL C'V.S ON 3J;i.D NC CGCE COM?liANCE OFFICE , CC_?:T..,.E NO. o - O�' ACV. a. a a A/gOM M7[ ts2.1 DADE COUNTY AS SHOWN SCALE 1/21/98 DATE 98 — 25 DRAWING No SHEET 2 OF 13 N TYPE 2 3" EXTRUDED STORM BAR 6063 -T6 ALUMINUM ALLOY SCALE: 1/2" = 1" MAXIMUM DESIGN LOAD " (p.s.f.) , fO & ® © Q WALL MOUNT SIDE WALL MOUNT WALL MOUNT SIDE WALL MOUNT WALL MOUNT SIDE WALL MOUNT 80.0 OR LESS 6" 6` 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" >80.0 TO 150.0 — — 5" 4" 4' 4 1/2" — — 6" 6" 6" 6" >150.0 TO 197.2 - - 4" 3 1/2" 3" 4" — — 6" 6' 6" 6" ACTUAL E. D.= EDGE DISTANCE FACTOR 3" .86 2 1/2" .71 2" .50 MAIO —SET TAPCON OR RED HEAD SLEEVE ANCHORS (SEE SCHEDULE ON THIS SHEET) 7 POURED CONCRETE OR CONCRETE BLOCK REQUIRED Co. SECTION P — P (I) : WALL MOUNT SCALE; 1/2" = 1" MAXIMUM SIDE RAILS ANCHOR SPACINGS SHOWN ON THIS SHEET ARE LAUD FOR 3 1/2" EDGE DIST.4NCE. FOR E. D. LESS TI-WI 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON THIS SHEET BY THE FOLLOWING FACTORS. TAPCON OR RED HEAD SLEEVE ANCHORS (SEE SCHEDULE ON THIS SHEET) POURED 4i CONCRETE OR CONCRETE BLOCK REQUIRED MAXIMUM ANCHOR SPACING (in.) AT SIDE RAILS VERSUS EDGE DISTANCE = E. 0. © • x 2' x .125" Cont. Alum. ANGLE W/ /14 x 3/4" S.M.S. O 6" 0. C. TO SIDE RAIL SECTION P — P (2) : SIDE WALL MOUNT SCALE. 1/2" 1' SIDE RAIL ANCHOR SCHEDULE MAXIMUM DESIGN PRESSURE RATING "Vt' (p. s. f.) AND CORRESPONDING MAXIMUM ANCHOR (in) SCHEDULE FOR SIDE RAILS Q) , n , & n CONNECTION TO C. B. S. (USE NEGATIVE PRESSURE VALUES AS PER ASCE 7 -88) W -1 OR W -2 LO OR MO SECTION Q — Q : MULL /ON MOUNT SCALE. 1/2" = 1' MASONRY POURED CONCRETE SUBSTRATE LEGEND /14x3 /4'S M. S ® 6 " O. C. I /14 x 1' S. M. S. ® 6' 0. C. x 3' x .125" Conf. ALUMINUM ANGLE SECTION R — R : MULLION MOUNT (SIDE) SCALE 7/r — 1" I L E C O INC. TILLT TESTING t ENGINEERING COMPANY 6395 N.M SMA St, Oa 217 — NGG7i1 GROOMS, 17. 22166 (Mono : (X5)671 —IS2O . for : (209)6 -1571 WAVER A. TILUT Jr., P. E FLORIDA Lic. / 44167 ROLL -UP SHUTTER ROLLINGSHIELD, INC. 8900 H.W. 119 STREET HIAL&W, FLORIDA 33018 aft. No _ ! 2 O ©OR® SECTION R — R : MULLION MOUNT (FRONT) .500" 01SSMr:eO+ RCM9011 (RCM 66-02 Eitr./1 © OR G1T 1/21/96 Qo SCALE 1/2" a 1" AP'riO!S, AS CO^.. LY:NG WITH TXE FLC' c"LI'.LD;."'G COnE C1;TM — INV. w 9q C PROJL` DiVIS.CN BUILDiNG CODE COMPLIANCE OFFICE ACCEPTANCE NO (13'olt s cfi arc AS SHOWN SCALE 1/21/98 DATE 98 -25 DRAWING No SHEET 4 Oi 13 SLAT TYPE Max. DESIG LOAD 'VP (p.s.f.) MAX' MUM SLAT SPAN MINIMUM SEPARATION TO GLASS SINGLE UNIT • MULTIPLE UNIT • SINGLE UNIT ,. MULTIPLE UNIT •• SINGLE UNIT ••• MULTIPLE UNIT ••• 119.7 4' -5" • 4' -5' • 3 3' 3- .3" 121.2 4' - 4" • 4' -4" • 3" 3" 3" 3" 122.5 4' -4" • 4' -4' * 3" 3" 3" 3" 125.3 4' -4" • 4' -4' a 3" .3" 3" 3' 125.8 4' -4' • 4' -4" • .r .r .r 3" 126.7 4' -3" • 4' -3 • 3" 3` 3" 3" 129.6 4' -J" • 4' -3" • 3' 3' 3" .3" 130.9 4' -3" • 4 -3" • S 3" 3 r 134.3 4' -2" • 4' -2 • 3' 3" 3" 3" 136.2 4' - 2' • 4' - 2" • 3' 3' 3 3` 137.9 4'-1" • 4'-1 • 3' 3" 3 3" 140.7 4'-1" a 4'- I' • 3' 3" 3" 3" 142.8 4' - O" • 4' -0" • 3" 3' 3" .3" 147.0 4' -0" • 4' -0" • 3' 3" 3' 3° 148.4 3' -11 ° • 3' -1 1" • 3" 3" 3 3` 153.1 3' -11 " • 3'-11" • 3" 3" .r 3° 156.8 3' - 10" • 3' - 10" • 3' 3" 3" 3" 157.8 3' - 10' • 3' - 10" • 3" 3" 3" 3' 160.6 3' -9' • 3' -9 • 3" 3" 3° 3" 164.4 3' -9' a 3' -9' a 3" 3" 3" 3" 168.1 3' -9" • 3' -9' • 3" 3" 3" 3" 170.0 3' -8' a 3' -8' • 3' 3" 3" 3" 175.6 3' - 8' a 3' - 8 ° • 3" 3" 3' 3° 180.3 3' - r • 3' -7' a 3" 3' 3° 3" 185.0 3' -7' • 3' -7' • 3" 3" 3" 3" 188.0 3' -6" • J'-5" • 3" 3" 3' 3° 197.2 3' - 5" a 3' - 5" • 3' 3" 3 3' SLAT TYPE Max. DESIGI MAXIMUM SLAT SPAN MINIMUM SEPARATION TO GLASS LOAD 'W" (p.s.f.) SINGLE UNIT • MULTIPLE UNIT • -- SINGLE UNIT a. MULTIPLE UNIT •• SINGLE UNIT ••• MULTIPLE UNIT ••• 71.5 5' -2" • 5' -2" • 4 4' 3 3" 72.9 5' -2" • 5' -2" • 4" 4' .3" 3" 75.1 5' -2" • 5' -2" • 4" 4" 3" 3" 75.3 5 ' -2" • 5' -2" « 4" 4" 3" 3" 77.0 5' -1 " • 5' -1 " • 4' 4' 3" 3" 77.5 5' -1" • 5' -1" « 4 4' 3" 3" 78.8 5'-1" • 5' -1 " • 4" 4' 3" 3" 80.7 5' -0" • 5' -0" • 4" 4' 3" 3" 81.5 5' -0" • 5' -0" • 4 4' 3° 3" 82.5 5' -0' • 5' -0" • 4' 4' 3" 3" 83.4 5' -0" • 5' -0" • 4' 4' 3" 3" 86.2 4' -11" • 4' -11" • 4 4' 3- 3' 86.8 4' -11" • 4' -11" • 4' 4' 3" 3" 88.5 4'-11" • 4'-11" • 4 4' 3" 3' 90.3 4'-11" • 4'-11" = 4" 4" 3" 3 90.8 4' -11" • 4'-11" • 4 4' 3" 3" 91.4 4' -11" • 4'-11" • 4' 4' 3" .3" 92.7 4' -10" • 4' -10" • 4 4' .3" 3" 93.8 4' -10" • 4' -10" * 4" 4' 3" 3" 96.6 4'-10" • 4' -10" • 4' 4' 3" 3" 96.8 4' -10" • 4' -10" = 4" 4' 3 3' 101.5 4' -9" • 4' -9" • 4" 4' 3' 3" 106.5 4' -8" • 4' -8" • 4' 4' 3' .3" 110.6 4' -7" • 4' -7" • 4° 4' 3' 3" 114.1 4' -6" . 4' -5" • 4' 4' 3" 3" 116.5 4' -6" • 4' -6" • 4 4' 3' 3" 116.9 4' -5" • 4' -5" • 4' 4' 3" 3' ` \SLAT TYPE Ma Z., OE5/G MAXIMUM SLAT SPAN MINIMUM SEPARATION TO GLASS LOAD "W' (p.s.f.) SINGLE UNIT • MULTIPLE UNIT • SINGLE UNIT •• MULTIPLE LWIT a. SINGLE UNIT •.• MULTIPLE UNIT ••• 40.0 6' -O" • 6' -0' a 4" 4" 3" .3' 42.5 5' -11" • 5'-11' • 4" 4" 3' 3' 45.0 5' -10" • 5' -10' • 4" 4" 3' 3" 47.8 5' -9" • 5' -9' • 4" 4" 3' 3' 52.0 5' - 7" • 5' - r • 4" 4" 3" 3" 55.6 5' - 6" • 5' - 6" • 4" 4" 3" 3' 57.2 5' -6" • 5' -6" • 4" 4" 3" 3" 58.6 5' -5" • 5' -5" • 4" 4" 3" 3' 59.5 5' -5" a 5' -5 • 4" 4" 3" 3' ' 61.5 5' -5" • 5' -5' • 4" 4" 3' 3" 61.8 5' -5" • 5' -5' • 4" 4" 3" 3' 63. 5' -4" • 5' -4" * 4" 4" 3' 3' 63.6 5' -. 4" • 5' -4' • 4" 4" 3' 3' 66.9 5' -4" • 5' -4" • 4" 4" 3' 3' 67.5 5' -3" * 5' -3" a 4" 4" 3" 3" 70.1 5' -3" • 5' -3' • 4" 4" 3 3' 71.1 5' - 2" • 5' -2" • 4" 4" 3" . 3' • SPANS VALID FOR EVERY INTALLATION LOCATED AT ANY ELEVATION OF •« ••• BUILDING MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPAR4TOON TO GLASS FOR SHUTTERS INSTALLED WITHIN THE' FIRST 30' -O" ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN THE Max. ALLOWED. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0` ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. TABLE 1: SEE NOTE BELOW NOTE: MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM SLAT TO GLASS. SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAX /MUM SLAT SPAN "L" FOR TYPE 1 SLAT (USE NEGATIVE FRESSURE VALUES AS PER ASCE 7 -88) f + - - -- H 3 SINGLE SPAN SIDE RAIL CONDITIONS FOR TYPE 1 SLAT NOTE: TYPE 01 SLAT SHALL ONLY BE USED IN CONJUNTION WITH TYPE Q1 & Q SIDE RAILS FOR MAXIMUM SLAT SPAN OF 48 ", AND A MAXIMUM DESIGN PRESSURE RATING OF 82 p. f. USE TYPE © & ® SIDE RAILS FOR ANY SLAT SPAN OR PRESSURE RATING INDICATED ON SCHEDULES. 0 0 0 0 0 MULTIPLE SPAN SPAN LAYOUT O 3 3 IL EC -O I NC . I7LLIT TESTING & EINGYNEERiNC COMPANY 6595 kW sun at. Sta. 212 - Vw 64ROE1E. R. 57166 P. (505)6)1 -1330. Fax : 005)521 -1571 WALTER A TJLLJT Jr., P. E. FLORIDA Lk. 44167 AM lb ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 M.W. 119 STREET H1ALE.4H, FLORIDA 33018 6CCA►wO/ 601 Rd REVISION FAOw 94-02 1/21/66 APPFO /E? AS CO', PLYiNG SOL'Ti! FLO iO•A. EU:LDi'r;G CODE �, DA T _ �Q>� B `ql B PRODU NThOL DIV :S.0;4 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NA ( ' 0 % a O.R DADE COUNTY AS SHOWN SCALE 1/21/98 DATE 98 - 25 DRAWING No SHEET 8 OF 13 SLAT SPAN (ft.) MINIMUM SEPARATION TO GLASS 42" OR LESS 3" > 42' TO 54" 3" > 54" TO Max. ALLOWED 4" • SPANS VALID FOR EVERY INTALLATION LOCATED AT ANY ELEVATION OF •« ••• BUILDING MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPAR4TOON TO GLASS FOR SHUTTERS INSTALLED WITHIN THE' FIRST 30' -O" ELEVATION OF BUILDING AND MAXIMUM SPAN. SEE TABLE 1 FOR Min. SEPARATION TO GLASS FOR SPANS LESS THAN THE Max. ALLOWED. MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0` ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. TABLE 1: SEE NOTE BELOW NOTE: MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM SLAT TO GLASS. SLAT PERFORMANCE CHART MAXIMUM NEGATIVE DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAX /MUM SLAT SPAN "L" FOR TYPE 1 SLAT (USE NEGATIVE FRESSURE VALUES AS PER ASCE 7 -88) f + - - -- H 3 SINGLE SPAN SIDE RAIL CONDITIONS FOR TYPE 1 SLAT NOTE: TYPE 01 SLAT SHALL ONLY BE USED IN CONJUNTION WITH TYPE Q1 & Q SIDE RAILS FOR MAXIMUM SLAT SPAN OF 48 ", AND A MAXIMUM DESIGN PRESSURE RATING OF 82 p. f. USE TYPE © & ® SIDE RAILS FOR ANY SLAT SPAN OR PRESSURE RATING INDICATED ON SCHEDULES. 0 0 0 0 0 MULTIPLE SPAN SPAN LAYOUT O 3 3 IL EC -O I NC . I7LLIT TESTING & EINGYNEERiNC COMPANY 6595 kW sun at. Sta. 212 - Vw 64ROE1E. R. 57166 P. (505)6)1 -1330. Fax : 005)521 -1571 WALTER A TJLLJT Jr., P. E. FLORIDA Lk. 44167 AM lb ROLL-UP SHUTTER ROLLINGSHIELD, INC. 8900 M.W. 119 STREET H1ALE.4H, FLORIDA 33018 6CCA►wO/ 601 Rd REVISION FAOw 94-02 1/21/66 APPFO /E? AS CO', PLYiNG SOL'Ti! FLO iO•A. EU:LDi'r;G CODE �, DA T _ �Q>� B `ql B PRODU NThOL DIV :S.0;4 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NA ( ' 0 % a O.R DADE COUNTY AS SHOWN SCALE 1/21/98 DATE 98 - 25 DRAWING No SHEET 8 OF 13 F I-1.196 1 .679- 1 3.875 2.000' - { HEADER -WALL MOUNT. (A> SILL -WALL MOUNT. (INVERTED SCALE: 3/8' = i" Y 3.675* 3.234' 75� 1. }--- 2. 0 4 1' 431 H 1 11 0.582' .062' © SILL SCALE: 3/8" = 1' 1.691' - 1.617 s07 1 .082 - ' .452' © 180' STARTER SCALE: 3/8" = r 2.673 i-- '.Set' -{ I .902" F '111 1 2701 L - - 0.531' .0 75' ro i •.655' _ T. ____L F-- -1.915 © MALE LOCK SLAT SCALE: 3/8' = 1' •.562' • I USE) I L FEMALE /FEMALE ECONO BLADE SCALE: 3/B" - 1" .,22' HEADERS -WALL MOUNT. SCALE: 3/8" = 1' 6 44• 3.025 ©1 SILL SCALE: 3/8 = 1" .549' © 90' STARTER SCALE: 3/8' = 1' 1.951 - .4 37 1.75 _J 2.276. 2.035 1.357 © FEMALE LOCK SLAT SCALE: 3/8" = 1' 3.155 3.031' r.062 Ty?. HEADERS -WALL MOUNT. SCALE: .3/8" = 1" © SILL BOTTOM ADAPTER SCALE: 3/8' = 1' 0.582' 1.000' ^- - -1375 0.452' 3.851' 500" .056 " .p OD p f f r- QF LOUVER BLADE SCALE: 3/8' - 1' .1S I ^�30 FRONT ELEVATIr3N COMPONENTS PLAN © OUTSIDE LOCKER # 1 SCALE: 3/8' = 1" 1' 1/4' • - 20 5. S. 7HUUBSCRCWS 3.124' r ( .052" 0 l t T 1 . 1 1.679-,641 1.371 1.120 2.001' © HEADER CEILING MOUNT. 6. SCALE: 3/8' = 1" 3.031 F.067 Typ. i © SILL BOTTOM ADAPTER SCALE: 3/8" = 1" © LOCKING PIN SCALE: 3/8' - 1 17 Kn. FOR UP 70 9'-O' SHUTTER R DE LENGTHS AND 24 Min. FOR SHUTTER BLADE LENGTHS GREATER THAN 9' -t'. MUMS 6114I1M 3.750' PLAN ©K INSIDE LOCKER # 2 SCALE: 3/8" = 1' noon,. tic. S 44167 I. ACCOR3ICN SHUTTER HAS BEEN DESIGNED IN ACCORDANCE WlT}I TIC DA:( COUNTY. 1994 E04T10N or THE SOUTH rLoaIM BuLOHNG COO(. 043,6.74 71110 LOADS SHALL BC OCTERUINEO AS PER SECTION 6 Or ASCC 7 -8R, 'ATM 11 m.p .l1, BASC WIND SPEED. ACCORDION YMTER'S AC£OUACY FCR IucACT AND FATA'11C RES/STANCE HAS MEN VT7141C0 1.4 ACCORDANCE wrM SECf044S 2315 & 2311 RESPCCThtU' CC TIE 4130vE UUmOrCT1 coot. 2. STAINLESS STEEL SHEET UETAL SCREWS USED Al LOU\ER Fill SHALL DC F 10 • Y, a1O-HI WINNUU SERIES w/ 135.0 I,1 YIELO POINT & 180 I.2' TLHSLE STRENGnI. S It w SHALL BC COATED WITH XYWI 5000 SERIES FLUOROPOLYV(R COATINGS AS uANurACTUr Dy tl4t TORO Co. BOX 507. WEST CHESTER PA. 19381. 3. ALL ALUUINUIJ (YTRUS:Grr; SHALL BE 6063 -16 ALLOY (UNLESS OIHCRwC,E NOTED). 4. ALL SCREWS TO BE STARLESS STEEL 304 OR 316 SERIES 14/ .47 1p: ITELO Matt Arlo 90 914 TENSLE STRENGTH. 5. ALL ALLAJPIUII POP RIVETS TO BE 5052 ALUUrIUU ALLOY •.Tn4 AW111NUU l4 TIP 1. DOLTS TO BE 2024 - 14 ALLUPIUU ALLOY CALVAru2 CO On ST NHL (SS STEEL MTH 35 14: u!NIIII)U uuINW VELD PONT. 7. ANCHORS TO WALL SHALL BE AS iO (UNLESS OtIICR•.4IS( NOTED) (Al TO ptI iTt POURED CONCRETE: - 1/2" • T•PCcrI ANCHCAS. .151 WWCIr'ACTURED V I.T.W. RAUSCT OR ELCO ttOuSIThE_S. 11_ - i /4' • RAwt. 7AA44C 4444LPi ANCHORS. AS 1AVNrAcluaco QY THE RA•A'L PLUG CO.rANY, Inc. - 1/4' e • 7/5 PAr•t CAL< -IN AS LAAIUFACTURED 6 THE RAN' rill. CO4'An. TIC. NOTES: A.1) U 4UL'u ENBEOUfr.1 Or TAPCON ANCHORS trio Pv_r;(0 CONCRETE '5 1 3/4' 11u114LAJ EUBEOUENT or PAHL L41/AC NA:UN IS I 1/7 A.2) 1/5 RAN' CALK -IN A:A:HORS SHALL BE CWTRELY (UOEDO(.O PITO THE POURED CO4I :1 NO EmBEDIENT F,'TO STUCCO SHAH BE PCRUITTED. 1/C 0 -20 SCREWS USED SHALL OE 1 1/2' LONG 1 910UL0 STUCCO EXIST. A3) in CASE THAT PRECAST STONE. PRECAST CONCRETE PANED. On PAVERS OE routio Oil INE (xIS1 WALL OR FLOOR, M+C3-4ORS SHALL DE LOrt, ENOUGH to R[ACII DIE uwl STRUCTI,nE 804r1D SUCH PANELS. A,71:I43PAZE SHALL OE AS IIt01CAIEO ON NOTES A. I ) A A80'E. (8) TO EXtSTUiG A.2) cE ICRET( BLOCK WALL: - - 1 /4' 0 TAPCON ANCHORS AS HAM FACTURED BY 1 ?.2'r. RAN SC1 OR ELCO INDUSTRIES, inc. - 1/4' • RAWL ZMIAC NAIUN 00 AS 1.44NUFACIURED THE rtAWL PLUG COAIPAIrY, It IC. - 1/4 4 e 7/6' PAR' CALK - TI AS MANUFACTURED BY TIE RA'AL PLUG COUrAItY, tr. • NOr4S: 8.1) UINIu'U ENBEDWENT Or TAPCON ANCHC4T5. um RA•n. 2flAC 1411E AruCNORs INTO THE CONCRETE BLOCK UNT SHALL BE 1 tie. 8.2) 7/8' R2'+' CALK -IN A•40 -t1RS SMALL CE ENTRELY EMCCOOCD 15110 THE CONCRETE BLOCK van. NO D4BEDUENT INTO STUCCO SHALL DE PCRUttTEO. 1/4 0 -20 SCREWS USED SHALL BE 1 1/2' LONG uriuUU 9IO4.IU1 STUCCO EXIST. 8.3) IN CASE THAT PRECAST STONE CAT PRECAST COtuCnClt PAZICLS. rouuo Oil n4E Exrn.c• wall. ANCHORS SHALL BE LC'AG ENOUGH TO REACH THE WIN STRItn.IRC 001110 SUCH PANELS. AIICNOW,E SHALL BC AS r•01CATCD OrH NOELS 0.1) A, 0.7) NIOvt (C) ANCN40 SHAM. BE IN FOLLOWING ALL Cr THE DECO 4 ATIOrus ACA SPECIFICl•TTOtIS or THE ANCHCR'S SA•IUrACTSJTER, 8. EkADE ( AND T1-E KNUU<lE5 FOR C£rrTERNAATES Q4 k Qt . k THE STARTER; ©k 0 ARE UNDER THE PA NT Or EASTERN UETALS. 9. IT SHALL BE THE R6POIIsldLrti Or THE CONTRACTOr1 TO vLF:trr 1HE SOVHIOI165 Or 11 IC STRUCTURE Yn¢RE SHUTTER IS TO BE ATTACK() TO INSURE PRC('CR NICHOINGE. 10. Sr+UTTER'S wNUrACT'HRE sump SHALL BE PLACED GrH THE EXPOSED SURTACE OF 111E FCIIAI_C LOCK SLAT (coupoNOrt 1 ) ONE LABEL SHALL BE P E0 FOR EVERY OPENING. LAOEL SKULL READ A5 rOLLOAG: ROUJNG514El0 HIALEAH, FIORDS. OBOE COUNTY PRODUCT CONTROL APPROVED. - -tF -•t7s �-r11I PRODUCT ET.1Pvy 2't J ACCEFTA.NCF :. tg- D"129;•OI 121 -- L J 1 EXPIRATION D :T L,.oarJ ► I / it , , /• SIDE ELEVATION By PROM - 'Cir. TF. :a'_ DIN:VA :X. ELZ' D NG CO_ E. :.I: I..iA.\ :CIIL OFFICE API'i:,) I.D AS C( 12' :(II TILT SD;n :I *r; r:!".![1:1 U0U i I :G co(Ir. tvt7c N E ? 9.... 19 PROs) , C1 CM' -4- ti (IOU DIV;3.0 :r BUILOIUG CODE COWI'LIAtiCE OFFICE ACCLPTAIICE ((0.98 Q i DADE COUNTY Ie� TILLFT TL'LTING 4 CTfC714EE31INC COMPANY e040 wr. joy. 14, V 1 T. "MOW 0.00(.6, 0 .0•• 1 0. 11144 PI=o I O&M -111) ..h.: (Xnie,I -1111 WALTER A. TILUT Jr.. P. E. ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.S.SA. jj 19) 8900 N.W. 119 STREET MVLEAH, FLORIDA 33018 12'. 1. 1 1.. AS SHOWN SCALE 2/16/98 DATE 98 - 14 OR•WIHQ Ho SHE CI I OF 9 METRO -OWE METROPOLITAN DADE COUNTY, - FLORIDA METRO -DADE FLAGLER BUILDING • PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolling Shield, Inc. 8900 N.W. 119 Street Hialeah Gardens Your application for. Product Approval of: ASSA/Econonny Aluminum Accordion Shutter under Chapter S of the MetropolitanDade 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 drawings prepared by JValterA. Til /it, Jr., P.E., and test reports prepared by American Test Lab of South Florida. 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 Orrice 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.: 98- 0722.01 Expires:11 /01/01 FL 33018 -4107 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:09 /15/98 -l- Internet mail address: postmaster @buildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor 1a1 s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Rolling Shield. Inc. 1. SCOPE This renews the Notice of Acceptance, No. 98- 0605.01. which was issued on June 29, 1998. It approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami- Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter , 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. ACCEPTANCE No. : 98- 0722.01 APPROVED : SEP 1 s 1998 EXPIRES Nov. 1, 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS PRODUCT DESCRIPTION The aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -14, titled "ASSA/ ECONOMY ACCORDION SHUTTER," prepared by Tilteco Inc., dated February 16, 1998, sheets 1 through 9 of 9, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all time. 4. INSTALLATION The aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation ot'this system. 1 -lelmy A.b "akar, P.E.- Product Control Examiner Product Control Division • Rollin t! Shield. Inc. ACCEPTANCE No. : 98- 0722.01 APPROVED zSEP 1 5 1998 EXPIRES Nov. 1.2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall he considered alter a renewal application has been tiled and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it': a. There has been a change in the South Florida Building Code aflectinv. the evaluation or thin 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. It 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 tiling or 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 or Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall he available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section or this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice or Acceptance consists of pages I, 2 and this last page 3. END OF TIIIS ACCEPTANCE l-(elmy A. N. akar. P.E.- Product Control Examiner Product Control Division 2.1 I 10 . 1/; S. S. S. M. S. • 6" 0. C. 1 ' C - 1 I ti R POunEN CONCRETE \ REQUITED -� • POURED CU-CRETE OR CO► CRETL BLOCK WALL REQUIRED I C POURED CO*IcRtTL R EWIRED 1/4" 0 -20 S. S. S. 1 .4. S. W /ruLL PENETRATION P410 RAW. CALK-04 ANC. -R (SEE SCHEDULE). liii Jti) S u . S. r./ 3/d r • 6/8 L.O1Y N f1.ON BUSHING. (Typ. TOP). / / t0 . S S. S. S. U. S. w /3 /6" • • S/Tf LONG NYLON BUSH' C (Typ.) 1 SEE SCHEDULE I roR UINNW I SEP•ATON '5 10 CI4.SS or I(.t5TNC YIND()N I DR S. C. O. l /// 1/ 1 / /,' / // / i t I 1v/ 10 x 3 S. S. S. u. S. 3 /(r o x 7/8° LDNG NYLON GUSHING. (Typ. BOTTOM). CONCRETE A/CHORS (SGT: SCI•CDULE) WALL MOUNTING INSTALLATION - SECTION A SCALE: 3/8 = 1' 3 41 N$ i 0. REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1 SCALE: 3/8 a 1° r OR 5 /8" HOLE 10 INSERT SCREW TNRU SILL INTO ANCHOR (REMOVABLE IHSTAL1AT10H) COVER WITH NYLON CAP. c 4 P(I'RtO cc•cR(Tt t\\\ \ \ \ \ \ \ \\ /// /) // /r POURED COOCRETC OR CONCRETE BLGCx WALL REQUIRED c � 1 10 x 3 S. S. S. U. S. w/ 3/13 0 x 7/8' LONG NYLON BUSHING. (Typ. Br7ROU). 10 • 3/4" S. S. S. u S. • 5" o. C. EDGE OF SLAB IF APPLICABLE POURED Cor✓yE•IE OR COK:RCTE EtOC7c MALL RCOURED -- CONCRETE (sCC SCHEDULE) (SCCSCrEOUtC) J 10 . 3" S. S. S. 14. S. W /3 /LT • . 5 /6" LOUR MLON Bt.941NG (Typ.) - SEE SCHEOLt.E FOR u1411UUU srPARATlorl "5' TO CL/.SS Or CxSnNG W1HC.?w CN S. C. D. OCT. /CRETE ANCHOIG (SEE SCHEDULE) WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/8 = 1 10 . 1/1 S. S. S. u. S. 0 6" 0. C. - SECTION C l ALTERNATE w/ 3 /8» • • 5 /6' LONG NYLON BUSHING. (Typ. TOP). OR II 1 I 1 1 9 10x3 s. s. S. u. S. W/ 3 /tf • • 7/8' LONG NOON BUSHING. (Typ. BOi1 S.U // x S /L; Lorr; w n.ON Btr.+tIIIG (Typ.) ( To . S. S. S. u. S. 0 6' 0. C. 38 POURED g CONCRETE !TOURED 1 - 1.504 - \ . t /4» 0 -70 S. 5. BOLTS W /NUT k WASHER • 11 0. C. WALL MOUNTING INSTALLATION (OFFSET) SCALE: 3/8" - 1 coHCRCTt ArICr10H (SEE SCNED LC) SEC SC*tcDIIC rf. :Ri uu0uW SEPARATC.I '8 TO CLASS Of ExtnN.; 1.1NDOW on s c. o. OR CEILING & FLOOR MOUNT. INSTALLAT. - SECTION B INSTALLATION DETAILS / 1 < x 3/d S. S. S. U S. 0 6' 0.C. 1' x 2" • 125' Arum. ANGLE Cont. (6063 -16 ALLOT) POURED CONCRETE REOURCD CA 0 1.500" - SECTION 82 { 10. 5 S. S. S. W. 5. w/ 3 /B' • x 78 LONG NYLON HMG. (Typ. BOTTOM). 10 • 3/4' S. S. 2' • 3 oR S oR S . .125' S. u. S. • 6" O. C. ALLUINUU N1GLL SCALE: 3/8 = 1/4" 0 S. S. S. U. S. w /fuLL FEICTRA1ION 11+10 RAwt. CALK -IN ANCHOR (SEC SCHEDUU) REMOVABLE FLOOR •o 37 .000» (SCE S.' JLC) POURED CONCRETE REOLIRED EDGE or StAB fF APPLCABLE WALTl A. Tri1JT Jr.. P. C. 'Loco.% tic. 1 4- POUPfl CY+CRCT DJ Pt \ { • 3' S. S. I 5.u. L/S • x S/S CTy7. TOP). 001 l POURED CC# CA CCrCRETE BLOCX 9 10 • 3" S. S. WALL REQUIRED S. • . /8' LANG NYLON BUSNNC. (1y0. BOl0u). � U / 10 • 3/4 S S. S. W. S. e E 0. C. EDGE OF SLAB IF APPUCA.&LE IILIECO T1UJT TCLTNO ft 04011W1N0 COUPA.MT cars N... .144.. a i,, II r .•w •. K. . V CO& PL 3710. I°►... : (J66)i11 -450 . ra4: L7oX11 -157, WALL MOUNTING INSTALLATION (OFFSET) - SECTION C SCALE: 3/8" = 1 R MOUNTING INSTALLATION SCALE: 3/8' = 1 ASSA / ECONOMY ACCORDION SHUTTER C. D. ■ ALTERN■TL I I . 5/8» LC•IC NYLON Bu YO ) ( -SEE SCJ CDUtL OR v.,. SEPARAIVII "S TO I c1ASS or ca7n.r; OR S. C. 0. MR UTICA(' C A+!.MS (SCE SUQDnl) On S' • .175' ALUv.r:uu ANGLE 1 •� Yin. 2' .3 ' on i CR S a 123 AL.U411UY ANGLE ALltR) 1 0.3" ----) S S. 5. VI. S. w/ 3 /E( • x i I 7 /8' LONG oar ll:n » I NYLON OUSInNG (Tyr,. 001T0u). 1/C 0 - S. S. DOLTS w /NUT (k WASHER U It 0. c. 1 4 10 • 3' S. S. S. u. S. W/ 3/8" • x 7/8 LONG fMON BUSHING. (Typ.r BOTTOM). / 1 10 • 3/4" S. S. S. N. 5 bR 13/16 0 Num. POP RW . 3L ,-� 0 ti 0. C. 4 J'L.k l �r�• ; ALTERNATKLY ANGLE CAN DE LOCATED Al FRONT USING laCE yE , � o•(4 8 . �y SAME SPECS AS SHOWN Fort I �•pI REAR INSTALLATION. EOGE OF Stye EXTIRATTON DATE tAty IF APPUCA8L E By ROLLINGSHIELD, INC. (A.s.s.A. 19) 8900 N.W. 110 STREET HIALFMI. f .OR OA 33018 0.104 r.• to ( 10 • 3' 5. S. 5..w. S. w 3/5- • . S /T( L0r4 .010N UeSIIG (TTP T) . 11 II II II II E. D. - COG( OSTNCE (SEE SCI.CDU.0 OH SHEET 0 Or 0) :. BUILDING CONTROL. !:.'\G CODE CC',4: LTANCE Oi APFE0V(1 AS t;(1MrciI1)G ::':TII 111E SI1IUT:I EI 0: : :;L1 nt a Dux: Ccl)E D■1!: jUOE 29 l a a • - • r`D (:C1 CONT I) V:$:'14 SU9 MG CODE CUMIrUANC.F. of FICE ICCEFTnrLCC I1oC1g-6.6 U L DADE COUNTY AS 9.0WN SCAtt 2/16/98 OAT( 98 - 14 DRAwTNO ►}o SHE T 2 Of 9 ?IC. MAXIMUM DESIGN LOAD "Yr (p.s.1.) AT WALL MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRf) FLOOR /CEILING MOUNTING 1 TOO P OR B BOTTOM (TO CONCRETE) 2 1103E I NOTE 7 HOTS 3 NOTE I HOTS 2 1401C 3 r101E I sot 2 IOTL 3 FROM 4 5.1 10 61.8 4 ' 9" 9' 9" 9' •" 4 1/r 9' 9' 8' 4' y' 9' T T T 5 9 T 5' FROM 61.9 TO 75.3 2 1/2' 9' cr 8 1 9" E 2 1/2. 9 9 r. 2 1/4' y- 9' 4 1/2" 9" T S' g' 5 1/2' 4 1/2' FROM 75.4 10 91.4 58 0 9' 9 6 9' 3 - 9' 7 1/2 1 /2' FROM 91.5 TO 120.0 11' -4' 9' 4 1/2 4 1 /2" 8' - - 9' 5 1/2" 5 1/2' FROM 120.1 10 168.1 7 1/2' 4 1/r - 2 1/r - - r 5 1/7 - FROM 1 68.2 10 226.3 4 1/Y 4 1/2" - Y • - - S 1/2' 5_1/Z - IWWWuU tCc. LOAD 'rr IMyWUu PMI(L SPAN '1' (11 ) '5' TO CLASS 0n.) (n.s.N.) -0' 2 7/8" . 165.2 45.1 1T -0' 13•-0' 4 2 I/2 47.6 12' -0' 12•-8' 4 ' 2 1/7 49.0 17' -C1' 12' -6 4 2 1/7 50.5 12' -0' 1r -4' 4' 2 1/2' 57.0 17 -0' 12' -2' 4 2 1/2' 57.4 t2' -0' 12' -1' 4' 2 1/2' 55.0 1r-1T 1 1' 10' 4 ' 2 1/4' 55.2 I1' -I4.1 11' -10' C 2 1/4' 55.8 11' - 1 I' - r 4' 2 I/4' 57.2 11' -4' 11' -r 4' 2 1/4' 58 0 11' -4' 11' -5. 4" 2 1/4' 50.0 • 11•-•' 11' -5' 4' 2 1/4' 59.5 11' -4' 11' -4 4" 2 1/4' 59.7 11' - i I t' - i ! 2 1/6 61.5 11' -7 11'-7' 4' 2 1/8 81.8 1r -1' 11' - 4' 2 1/6 61.9 11' -1' I1'-1' 4' 2 1/6 63.4 11' -cf 11' -0' 4' 2 vs 63.6 11' -0' Tr-0' 4' 2 1/8" 83.7 IV -0' 11' -Q' 4' 2 1/6 66.0 • l0•-6 10' -6 4' r 67.0 10' -6 1O' -8' 4' 2' - WAX luuu DESIGN LOAD 'w' u4Jnuuu PANEL SPAN 'l' (n..) u;ll►/um ssPARAncN 'S' TO CLASS OA.) (p.f l.) -0' 2 7/8" . 165.2 67.5 10' -8" 10' - 8' 2 7/6 7 70.1 10' - 6 10' - 6' 2 7/6 �� 71.1 10' -5' 10' -5' 2 7/6 7 ' 71.4 10' - i 10' - 4' 2 7 /Lr 7' 71.5 I0• -4 10'_4' 2 7/8' 2' 72.9 10' -3' 10' -3' 2 7/8" 2' 75.1 10• -1' 10' -I' 4' 2' 75.2 10' - t' 10• 4' 2' 75.3 10' - 1' 10' - 1' 4' 2' 77.0 10• 10• 3 1/2' 7 77.5 9' -11' 9' -11' 3 1/2' 7 78.8 • 9' - 10" 9' -10" 3 1/2' r . 60.7 9' -9' 9' -9' 3 1/r r 81.5 9' - 6 9' - 8' 3 1/2' r 82.5 9' -6 9' -6 3 1/2' 2' 83.4 9' -T 9' -1 3 1/2' r 66.2 9' -5" 9' - S 3 1/7' 2' 8 9' -5' 9' -S 3 1/7 2- 66.8 9' -5' 9' -5' 3 1/2' r 68.5 9' - 4 ' 9' -4' 3 1/1 r 90.3 9' -3' 9' -3" 3 1/2' 2' 90.8 9' -7 9' -2' 3 1/7 2' UAXIUUU OM GN LOAD ' lhAx ►4Uu PAIR $PAN ' t' (ti.) u;ll►/um ssPARAncN 'S' TO CLASS OA.) (p.1.1.) -0' 2 7/8" . 165.2 125.3 7 -7' 7' -1 2 7/6 7 125.6 7' - 6' 7•-6' 2 7/6 7 126.7 7' -6' 7' -6' 2 7/6 7 ' 129.C. 7 7' - 4' 2 7 /Lr 7' 130.9 7•-3 7' -3" 2 7/8' 2' 131.6 7 7' - 7 2 7/8" 2' 134.3 7' -1' 7' - 1' 2 7/6 2' 136.; 6' -11" 6' -1 1' 2 7/6 7 137.9 6' -10' 6' -10' 2 7/8' 7 140.7 6• -9' 6' -9' 2 7/8' 2' 142.6 6' -7" 6' -7" 2 7/6 2' 143.5 6' - 7" 6' -7" 2 7/6 7 147.0 6' -5; 6• -S 2 7/6 r 148.4 6'- 6' - 4 ' I 7/6 r 152.6 6' - 7 6' -7 2 7/6 r 153.1 6' -2' 6' -2' 2 7/6 2' 156.E 6'-0 6'-O' 2 7/6 2' 157.5 6'-0' 6'-0' 2 7/6 2' 157.8 6' 6' 2 7/6 2' 160.8 5' -11' 5' -11' 2 7/6 r 161.7• 5' -1CF 5' -10' 2 7/6 r 164.4 3' -9' 5•-9' 2 7/6 7 VAX uUU DESIGN LW 'w' 14A 1UUU PMlf SPAN 'L' It) UNIUVU SCrN4AnoN' TO CUSS (in.) (p.s.1.) -0' 2 7/8" . 165.2 91.4 9' -2' 9'-: . 3 1/7 2' 92.7 9 S' -1' 3 1/7 2' 93.8 9' -O' 9' -0 2 7/8' 7 94.8 9•-0' 9' -0' 2 7/8' 1 96.6 5 I' 8' - I' 2 7/8' 7 96.8 8' - 11' 8' - 1l' 2 7/8' 2' 97.7 8' -10' 8' -10' 2 7/6' r 100.5 8' -9' 6• -2 2 7/6 2' 101.5 8 -8' 8' -3' 2 7/8' 2' 103.7 8' - 7' 8 - -7 2 7/8' 2' 1063 6' -8' 8' -S 7 7/6 7' 108.8 8' -5 8' -5' 2 7/6 7' 110.6 8' - 4'• 8' - 2 7/8' 2' 111.0 8' -4' 8' -4" 2 7/6 2' 114.1 g• -7 8' -7 2 7/6' 2' 116.5 8' -2' 8' - 7 2 7/6 2' 116.9 8 -1' 8' -I' 2 7/8' 2' 117.6 8' -1' 8' -1' 2 7/6 7 110.7 8' -Cr B' -6 2 7/8' 7 120.0 8'-O' 8' - t' 2 7/6 2' 121.2 7-10' 7' -117' 2 7/6 2' 122.5 7 -9 7' -7" 2 7/6 2' Lt xluUu DCSIG*, LOAD Y' (p.s.f.) w -'1utu PANEL SPAN 'I, (rt.) minimum SCPAMnc. '6 TD CL'.S (In.) LESS OR EOUAL THAN 9' -0' 2 7/8" . 165.2 5' -9" 5•-9' 3 7/8" 7' 168.1 5' -8" S ._ 8 - 2 7/5' 168.7 5' -r 5' -1 2 7/6' 170.0 s' -r 5• -7- 2 7/6 i 175.6 S' - S 5•_5• 2 7/6" 178.6 5 - 4 " 5•_4' 7 7/6 r 180.3 5' - 5•_ 2 7/6 2' 188.0 5• 5 - -7' 7 7/6 r 195.2 4' - I0' 4' - 1(F 2 7/6 r 197.2 4' -IU' a _Id 2 7/8' r 199.1 4'_9' 4 ._9' 2 7/6 7 204 .7 4' _r 4' - r 2 7/8' 7 211.3 4' - ti 4 ._ 6 • 2 7/6 r 216.9 4•_i 4 . 4 • 2 7/8 r 22 1.6 4' - r 4•_3' 2 7/6 r 226.3 . 4' -r a• -r 2 7/8' r SHUTTER SPAN 'L' (It.) FACTOR MINIMUM SEPARATION "S' (in.) LESS OR EOUAL THAN 9' -0' 2 7/8" . > .' -O TO 10' -0' 3 1/2" > 10' -0' TO 12' -0 4 ACTUAL E. D.= FACTOR EDGE DISTANCE 2 1/2" .75 2" .50 . • MAXIMUM DESIGN PRESSURE RATING " A ( p.s.-f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + VALID FOR SECTIONS A. Al, 8, 81, 132. C & Cl ON SHEET 2 OF 9). * VALID FOR UP TO 3 -(F' MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Mo.. ANCHOR SPCG. VALID FOR SPANS OF 5' -O' OR LESS. (2) Mar. A27!HOR SPCC. VALID FOR SPANS GREATER THAN 5' - 0' TO 8' - 6". ... .. ..,r1 ✓.n /•r". 1011.1r\ rn0 co...< ror.7ro 7u..' o... C TA 14_. •IIrlwrn MAXIMUM DESIGN PRESSURE RATING "W' . (p (VALID FOR SECTIONS A. NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGAIT.£ IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REOUIRED NEED NOT 10 BE CHECKED. ' USE TAPCON ANCHORS. ZAMAC NAILIN do BAWL CALK - INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CALK - INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. NAXIMUIJ ANCHOR SPACINGS ARE VALID FOR 3 EDGE DISTANCE. FOR E. D. LESS THAN 3", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAWL CALK -IN ANCHORS IS 2 1/2"). 1 7 EDGE Cr 3' %t o.. F ir S S 2 ANCHORS REQUIRED EACH END S = ANCHOR SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W/TRACK 'A' (TOP do BOTTOM) 51 BC INSTALLED STAGGERED AT Ma,. SPACINGS INDICATED ON SCHEDULES. .s.f.) AND CORRESPONDING MAXIMUM SPAN "L SCHEDULE. Al, 8. 81. 82. C & C1 ON SHEET 2 OF 9). PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 - CRITERIA FOR A GIVEN OPENING. PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE VALL AUTOMATICALLY OUALIFY AND TAPCON OR RAWL CALK -IN ZAIlA': t:.UUN TAPCON OR RAWL CALK -IN UP 10 75.) p.s.l. > 75.3 p.3.f. TO 226.3 p.s.1. ANCHOR LEGENDS S TABLE 1: M74IUUM SEPARATION 'S" BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN 'L' FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -(( ABOVE GRADE OF A GIVEN BUILDING. 30' -O" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER.. SEPARATION '5' TO BE MEASURED AS INDICATED ON SECTION D. SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -C' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •. FOR SHUTTERS INSTALLED ABOVE 30' -D ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER fl0RFA 1k 8 44167 V/ '77 A' PRODUCT RENEWED ACCEPTANCE No.q ` - 01 �2- DI EXPIRATION DATE yOJ . -D) -of B F ?COL' . CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING 1'WITII TIIF SOUTH FLORIDA BUILDING CODE 1 BY _tit. . FROCJCi COI:1 t. DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPIANCE NO. - t2 O, -, 0 I DADE COUNTY tILIECO1 )4C. TIWI TI TINO t D401HELRP40 CX7N ►AN 1»•s • v. Ire. S.,, 11• 717, vv.o-r 44A.K. O6. n ,1>. 1.3114 h"•.. 7 C )I7I -1W . Fo (AC404 -1p31 •IALT1:R A. THAT Jr., P. C. ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. I j : (A.S.SI. / 19) 8900 KW. 119 STREET I 14•LEANN. moans. 33016 •r• . 15 uv. 1D sac +*a M•.. •• 4•71 AS s1-IO•n4 sr ul 2/18/98 1 ATC 98 - 14 D&8Wl140 /k+ SHEET 8 Of •