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WINDOWS/DOORS/SHUTTERSPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date al 3 Job Address 1 oaO 1 k) \ S Tax Folio Legal Description Owner/Lessee / Tenant M OA (� yy Owner's Address t D 1 N L Contracting Co. n-\\ qrct V e, L I AA O L S Address 2 /7 J /N to 5 • Qualifier tJ C R 0 12) h o avy SS# - Phone 9 rj -5) 3 3 32 State # C C 0 ct 7 5 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one : BUILDING EL EC T F t RICAL PLUM �` �I IN ROOFING MECHANICAL ROO G FENCE SIGN WORK DESC 1 � S n `) \ -� ` •A I5P�.� It S J " l ' rL, S 7G T"a r 3 • v t , ` _D o Lis Signature of Square Ft. q C 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 e work stated ' � I Notary as • O er an My Commission Exp Cond esident Date • . resident Date s: •i CIAL N07.ARYSEAL JOSEPH DA VITZ 514.8 c c 0 0 NOT MM 1SS PUBLIC N A F LORIDA �1MISSION EXP. CC8285. 21252003 466 It" O ✓ FEES: PERMIT l APPROVED: Zoning Mechanical • umbing so 11- I- . 20 oi l Historically Designated: Yes No Master Permit # Phone 98c)3 - J © 55 - n7 Estimated Cost (value) (.P s to ontractor or 0 OFFICIAL NOTARYSEAL JOSEPH DAVITZ NOTARY PUBLIC NO OF FLORIDA MY COMMISSION EXP. APR. 21 APR. 2I 11 Tres: 41# Signature of C ; actor or 0 !. uilder Notary S My Co ss NOTARY --- er- Builder Date Date FROM : ALLSTATE WINDOWS & DOORS PHONE NO. : 305 273 4201 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT ND. TAX FOLIO NO. O ( ' 7 1 -. > -) (i-' 7.,)("1 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accor=dance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement, 1. Legal description of properly and slreel address: li C't \l�('L' \I 2 ) \ VI (1 2. Description of improvement: 1)-2 -) ii s I .R1 [ 1 d.Q 3 �� "Z c \ .f (7.) 3. Owner(s) name and address: t )1 t t 1 t t ; \, b) ( D I Air /01 ['Th olm. I-frkeE. S Interest in property: ti 1 ;v)(1 -(L Name and address of fee simple titleholder: 4. Contractors name and address: t'111`a 11 1.G I p ' )( -I „vs -.V. ID�Y, 11 1 5 IL) LO ',•1 • T1(cl;ti )I —1_ 5 .3 1 , 1 , 5. Surety:(Payment bond required by owner f Narne and address. Amount of bond $ 6. Lender's name and address: Contractor, if any) MAR. 16 2001 11:24RM P1 01R 107929 2001 MAR 07 13 :15 7. Persons within the Stale of Florida designated by Owner upon whom notices or other documents may be setwed 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 Comma semen : (t e x ation date is 1 year from the date of recording unless a different date is specified) sipnawre oI Owner Print Owners Name Sworn to and subscribe day of A cvpYPefs, Commission Lipton Notary Public 734749 .:. Lwr'�, `Y Expires A lfw. Print Notary's ame `112 f _10F APJ• My Com- -' STATE OF FLORIDA, COUNTY OF DADE 1 HCREBY CERTIFY that this ;sat e y at the 0057, hrpcd I this ornce on day of ' "'�✓�:�/ , A D 20 lj� I1 i(FSS' m{r h]ny Cr HAM, $ tit. C LER�C, tit Cgu.r dCo ryCourts $Y [ D.C. bb� Prepared by: (I I1.Ii.;Cl ! l (4 }../E":. I I Address: - 71 ' 1 ' L1;i (2 . 1 1230S-62 2/93 Oct-03-00 01:14pm 1I 4I Ii MIAMI -DADE From -PGT INDUSTRIES 9414801900 PRODUCT CONTROL NOTICE OF' ACCEPTALNCE PGT Industries 1070 Technology Drive Nokomis FL 34274 The expense of such testing will be incurred by the manufacturer, Acceptance No.:99- 0716.01 T -761 P.02/08 F -596 MIAMI -DADS COUNTY FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO•DAUE FLAGLER 1 U LI)1NG 140 WEST FLADLI R STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.201 FAX (305) 375 -2906 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375 -2555 CONTRACTOR ENb'ORCEMENT SECTION (305) 376 -2966 FAX (305) 375.2909 PRODUCT CONTROL DIVISION Your application) for Product Approval of ' (305) 375.2902 FAX (305) 37276339 Series Outswing Aluminum French Door wl Sideli e,'- Itnpod" under Chapter 8 of the Code of Miami -Dade Count g.verning , le / use of Alternate Materials and Types of Construction, and completely described herein, has bee mended for acceptance by the Miami -Dade County .Building Code Compliance Office (I3CCO) under the conditions specif ed herein. This approval shall not be valid after the expiration date stated Blow. BCCO 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, BCCO may revoke, modify, flr suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT 12EVIEW COMMITTEE Expires :O2 /11/2003 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above, Approved: 02/11/2000 Internet mull ucillte : postruaslc rebuiIdin4eaaeonlinr.conl rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance. 011ie( IT gnicpage: http :f /www.huildIagcodennlirir.corp From -PGT rlNGUSTR IF. S PCT Industries, 9414601900 ACCEPTANCE No.: +)9 -07 G.01 FEB 1 1 2000 APPROVED EXPIRES NOTICE OF ACCEPTANCE : SPECIFIC CONDITTONS T -761 P.03/06 F -596 FEB 1 1 2003 1. SCOPE 1.1 This approves an outswing aluminpm French door,, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 thc_approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Outswing Aluminum French Doors w\ Sidelites -La, _e Missile Impact Resistant and its components shall be constructed in strict compliance with the fo . • • - • • • n Dr \ . 972, titled "French Door w\ Sidelites" Sheets 1 through 4 of 4, prepared by manufacturer, dated 07/12/99, signed and sealed by Robert L. Clark, P.E.„ bearing the Miami -Dade County Product Control approval stamp with the N©tice of Acceptan 'ce 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 3.1 This approval applies to single unit application of pair of doors and single door w1 Sidelites only, as shown in approved drawings. Single door unit shall in?lude described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors w\ sidelites and its components compliance with the approved drawings. 4,2 Hurricane protection system (shutters): the installation of this u nit protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or Iogo, city, state and following statement: "Miami - Dade County Product Control Approved ", 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied N' copies of the following: 6.1.1 This Notice of Acceptance 6.L2 Duplicate copies of the approved drawings, as id'ent'fied 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 of this system. 2of3 shall be installed in strict will ant rccttire a hurricane l skc, 1, c.k AKJA Ishaq Chanda, P.E. Product Contr of Examiner Product Control Division Oct-03 -00 O1:16pm From -PGT 1I1IDUSTPIES 1l 1' I I 2 . 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; i i b) The product is no longer the same product (identical) as the one originally approved; 11 c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the it correct installation of the product; d) The engineer who originally prepared„signed and sealed the required documentation lnitia1ly 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 wriuen approval has been requested (through the filing ofa 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 Mimi -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f 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 :st all time. The engineer need not reseal the copies. PGT Industries, 9414801900 T -761 P.04 /08 F -596 ACCEPTANCE No.: 99- 0716.01 APPROVED ZULU; !XP IRES NOTICE OF ACCEI 1'ANCEi STI,4NDARD CONDITIONS FEB 1 1 2003 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled 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 yr ith the manufacturer's name, city, state, and the following. statement: "Miami -Dade County Product Control Approved ", or LS spec;ficaJJy statue in the specific conditions of this Acceptance. 8. Failure to comply with any section of this Acceptance shall be ca for termination and removal of Acceptance. 9. This Notice at Consists of pages 1, 2 and this last page 3. t Ishaq Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3of3 ti e re 0 ESC RTP T1014 Lh�_ • 0 Sri AL. 5053 --75 4062 31''4Lt 00R JAMB (AL. 6063 -T5 L r "V? ASTRAGA. 4 &SI 53 -T5 _O1.2 WJ .259 x . 187 FI SEAL W -S?RIP .052 WALL IOW!. " il.Yrsft AL. 6033 -15 .050 7iA11 lNME . 5O53 --T5 .050 W4LL FRAUE HEAD AL. 606'3 - 75 .052 Via t_ f T 2 x 1" PAD Outs*. Threshard M. 663 -15 .052 WALE 16z 8 THREADED ROD Fars Clomv / 6053 - T5 .062 WALL 5 '16x1718 TRUSS WASHER 5 7 6x15 TRL)S5 11011 Eft . Ca-C"R CAP 5?7 ►.`E RAFE STRIVE PRATE hWSERF ?0.0 SLR. FIT. H O. 1 x ? SCR. PAN Na. �.9. 627 S S .4. L 733. P.FOL LO DI' SiP.DORT .r45S`Y. I oCfr Agri PE V. T. .0375 63376 60377 AL UMAY ULJLK ALUALAX VI NO OR 6 79245 SCILEGEL CORP_ 603 PA!. UMAY 6041r 1ALUMA> 6.037 M AL 011..A.,$: rAST£C INDUS TRIAL N5ASN4 2.J.71ITA FAST£C *OUST AL E 22 g MM. :TECH. 7FJtSPX CWCCARP 41 72 r 4R'JYL r£CL t/OWtirrI(S fASTCr,'LR Y A1.10. i AO. 71 034A 7FRAa 71DX1 W 19? CI ElrT TS FASTENER 7EJ. t PPW MZRCIANTS FASTENER 072 S.W q. TtC.rr. TY. 4'Et,'IJOR ' 4 Q] AF-;.0 375 UMW AF- W376 2 1 AF- ?G:T7 6 4 F 9?e -:97 4 2 Arr 10 79 2 2 AF- 1£03°0 ? ? AF - 12378 2 2 f ,= AP -12375 s Ql A.F -1 03 78 4172 116 • r r. 4 o 401 6x ?2FU.RD. RM. otrej I8 NEM .c 161sriat f 4 TPA ?Kt . 0Ox.790OWN _19O OE OM PONT 10i:rK ASS Y_ 10 RofiEsd Alum Gib:. Bead srtPC0trn 35 Srr?Li 1TE ..wert 36 - Si E i1 4DE►? 37 5DE I F 9O7?DM RAFL 38 39 SEAM SEALER 551{55 40 1 S 7 G f l h J E J A W At?APIEt? (r NFORCEMEN) 6 i 641 .402 Lern. i iicrPrrx• r Iv P13 i rot..n:o 76 i 2Fff MERCHANTS FASTENER j LC -# DUSTRAL - FAST MOUS MAL . n TEL. 1634 I FASTFC AVIVS TFci. 60200k SC ?. E0a a3P'P. rs ?30IiW , SC1LEGE3 IF MAY VA ;ECK. ?LOKA.P HdR1.0 i 7LO ter? ?•iif?LOmss: 7R+ ? iP 11 CY: 'F5 153 . FL SCREEN 626.990 1 061. C i MT'. 619_1,X_ - • - 5 ; AQU X 5504 15 • ALl1M4X jP:G. S C#lEE /WO REKLAD tALtril A �' Stirni flORIDA e(,33ivc COX Jr'.T '-- t- " • e f ?-.76 ¢ Kr rORK? {492.1t D'�° Dei "L91,4i C k ttl■ti crEivaq. 0/ 1070 Tex Dr. Nokorn s, 11. 34275 0 ? 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Stuff: 1 n , rsiy Na N.TS Jr`4I 972 ROLLINGSHIELD) ROLLSHUTTERS • SHADES SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: 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 authorize //�4 /64doia u/5 l _fieWso use our Extruded aluminum ECONO ACCORDION SHUTTER approved under Acceptance # 98- 0722.01 to be used at the following job: Job Name: Address: City: Number of shutters: �yy1cP� Zip: Silvio Sanso Jose Antonio Delgado 'Presid'ent Vice- President - (Corporate.seal required) (Corporate seal required) 8900 N.W. 119 St. • Hialeah Gardens, FL 33018 -4107 / Tel: (305) 820 -8224 • Fax: (305) 820 -8225 • 1 (800) 474 - 9404 www.rollingshield.com M ETRO -MBE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolling Shield, Inc. S900 N.W. 119 Street Hialeah Gardens FL 33018-4107 Your application for Product Approval of: ASSA/Econon: 4Iunzinum Accordion Shutter under Chapter 8 of the i\ Ietropolitan 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 drawings prepared by IValler A. Tillit, Jr., P.E., and test reports prepares! by Anmerican 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 product or material immediately. The applicant shall re- evaluate this product or material should any amrnendments 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- 0722.01 Expires:11 /01/01 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 Internet mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, - FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rod iguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Itol lincY Shield, Inc. ACCEPTANCE No.: 98- 0722.01 APPROVED SEP 1 s lq9$ EXPIRES Nov. 1, 2001 • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice or Acceptance, No. 98- 0605.01. which \vas 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. 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. LIi\IITATIONS 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 followin : 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 of this system. I Ielmy A.!'akar, P.E.- Product Control Examiner Product Control Division Rollin;: Shield. Inc. ACCEPTANCE No. : 98- 0727.01 APPROVED iSEP 1 5 1998 EXPIRES Nov. 1. 2001 NOTICE OF ACCEPTANCE: STANDARD CONi)ITIONS I Renewal of this Acceptance (approval) shall be considered alter 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 follo\vin, statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptan4s will not be considered if: a. There has been a change in the South Florida E3uilding 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 requir: ntents 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 loner 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 lili o1 a revision application with appropriate fee) and granted by this office. 5. Any of the followin`, shall also be ,rounds for removal of this Acceptance: a. Unsatisfactory performance o1 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 he available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply ‘vith any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ENI) OF THIS ACCEPTANCE I-Iclmy� ar. P.E•.- Product Control Exanhiner Product Control Division -3- 11AXIJU1A DESIGN LOAD - Yr (p.s.f.) AT WALL MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO WISONR'() FLOOR /CEILING MOUNTING INSTALLATION TOP OR C (70 CONCRETE) ETE) E) 'PO1C 1 NOTE 2 NOTE .3 ?GTE 1 NQTE 2 HOLE .3 ?GTE 1 NOT( 2 1GTE 3 FROM 45.1 10 61.8 1 1' -T 9" g 71.1 y 9' 9 4 1 /2 . 9' 9' 8' ! 9" 9' I l' -0' T T 7" :5 g' T 5 FROM 61.9 10 75.3 75.1 9" 0 8 1/2 9" 5 2 1/2" 9' 9" r 10' - 9' y g 4 1/2" 9' T 3 9' 5 1/2' 4 1/Y FROM 75.4 10 91.4 f ;. g 78.8 6' 9" 3" - 9' 7 1/Z'6 1/2' FROM 91.5 TO 120.0 2 3 /8r y' 4 1/2" 4 1/2" S - - g' 5 1/2' 5 1/2 FROM 170.1 10 168.1 7 1/2' 4 1/2" 2 3/8' - 2 1/2' - - 7' 5 1/Y 10' -0' FROM 168.2 10 228.3 4 1/2' 4 1/2' 10' -17 - Y e - - 5 1/2- 5 1/2' - - UAXIUUu DESIGN LOAD 're' 17AX1uUu PANEL SPAN • L' (ft) UNMAN SE 'S 'TO GLASS (in.) (p.s.f.) • I • • •• 67.5 11•-! 11' -i 4' 2 1/2" 70.1 1 t• -7 1 1' -T 4" 2 1/r 71.1 W 1' 1 r - 1 4" 2 1/2' 71.4 11' -U 11' -U ! 2 1/2" 71.5 I l' -0' 11' -0' 4' 2 1/2' 72.9 l0'- l l 10'- l i ! 2 1/2" 75.1 10' -9 10' -9' 4" 2 1/::' 75.2 l0• -9' 10' -9' ! 2 1/2' 75.3 10' - 9' 1O' - 9' 4' 2 1/2' 77.0 10' -if 10' -8' 4' 2 1/2' 77.5 to' -r 10' -T 4' 2 3/T 78.8 10' -6 10' -6 r 2 3/8' 80.7 10' - 5 10' - 5' 4" 2 3 /8r 81.5 10' -r 10' -4' 4' 2 3/8' 82 10' - 3' 10' -3' 4' 2 3/6 83.4 t0• -r 10' -3' 4" 2 3/8' 66.2 10• -fY 10•-0' 3 1/2' 2 3/8' 86.7 10' -0' 10'-0f 3 1/7 2 3/8' 86.8 10' -17 10' -0 3 1/2' 2 3/8' 68.5 9' -11' 9' -11' 3 1/2" 2 1/4" 90.3 9' - 15 9' - 1IY 3 1/2' 2 1/4" 90.8 9' - 10' 9' - 10" 3 1/2" 2 1/4' UAY114UU OCS+GII LOAD -1r (p.s.l.) 141X muu PAYEE SRN( • L' (tt.) u1NNuu SCPAFAT10?1 '5 ro ct.SS (in.) (P.O.) •• • •• 125.3 6' -0' 8' - 0' 2 1/7" r 125.8 7' - 11' 7' - 11' 2 yr r 126.7 7' - 11' 7' - 11 . 2 1/1 2' 179.8 7 -8' 7' -1Y 2 1/2" r 130.9 7' -6 7' - 8' 2 1/2' 7' i 131.6 T -r 7' -T 2 1/7' r 134.E 7' -S 7' - .1 2 1/7" r 136.: 7 -/ 7' -4' 2 1/7 r 137.9 7' -3" 7' -3' 2 1/2 7' 140.7 7' -1' 7' -1' 2 1/7 2' 142.5 7' -0" 7' -O' 2 1/2' 2- 143.L. 6• -11' 6' -11 2 1/2" r 147.0 6' -1011 '6'- 10' 2 1/7" r 14.8.4 6' -9' 6' -Y 2 1/7" r 152.6 6' -6 6 -6 2 1/2" r 153.1 6' -E 6 -d 2 1/2' 2' 156.8 6' -4 6' -4" 2 1/2" r 157.5 6' r - (• 2 1/2' r 157.8 6' - 4' 8' - 4" 2 1/2 2' 160.6 6' -2" 6•-2" 2 1/2" r 161.7 6' -7' 6' -2' 2 1/2 r 164.4 6' -1 6 2 1/2" r 1.V.XLIUU OCSICH LW' •w 1.0..% PNIEL SPNI '1' (fl) wows. $(PARATIGN "5" TO GVSS (i■.) (P.O.) ... •• .. . 6' -C •• 91.4 9' - 9' 9' - 9' • 3 1/2' 2 1/4" 92.7 9' -er 9• -1" 3 1/2' 2 1/4" 93.8 9' -8' 9' -5' 3 1/7" 2 1/4" 94.8 9' -7' 9' -r 3 1/7' 2 1/4' 96 6 9' -I' E% -r 3 1/7' 2 1/4 9C.8 9' - 6' 9' - 5' 3 1 /2" 2 1/8' 97.7 9' - 5' 5 ' - 5' 3 1/T 2 1/8" 100.5 9' - 4' 9' - 4' 3 1/7" 2 1/8' 1015 9' -3' 9' -r 3 1/2" 2 1/8" 103.7 9' -2' 9' -2' 3 1/7* 2 1/8" 106.5 9' - 0' 0' - 0' 2 1/2' 2 1/8' 108.8 8' - 11' 8' - 2 1/7" 2 1/8 110.6 8' - 1 I' 6' - 11' 2 1/2 2 1/8" 111.0 8' -10' 8' -!0' 2 1/2 4' r 114.1 6' - 9' 8' -7' 2 1/2" 87.0 r 116.5 8' -7" 8' -7" 2 1/7' r 116.9 8' - 6 8' - 6 2 1/2' r 117.6 8' - 6' 8' - 6' 2 1/2" 2' 119.7 8' - 4" 8' - i 2 1/r r 120.0 6' -4 8' - 4' 2 1/2" r 121.2 8'-3' 8' - 2 1/7" r 122.5 8' -2' 8' -r 2 1/7" r W.XI11Uu OCSICN LOAD '1( (p.t.t.) W. (IUUu PANEL SPAN 'l (N.) uunult SCrAMfcri "s" TO CL/SS (Tn.) • ... • .. 165.2 6' -C 6' -0' 2 1/2 4' 168.1 5' -1 I 5' -1 1 2 1/2" • 168.7 5' - 11' 5' - 11' 7 1/7 ,. . I : 470.0 5' - 1C1 5' - Id 2 i/7' 4' 1 175.6 5' -8" 5' -E- 2 1/7' i 176 6 5' -d 5' - 5 7 1/7' 4 150.3 5' -6 5' -6 7 1/7" r 183.0 5' -4' S' - t' 2 1/7" r 195.2 5'- 1' S' I' 7 1/7" r 197.2 5' -1' 5' -1' 2 1/7 r 199.1 5' -0" 5' -r 2 1/7" r 204.7 4' -11 4' - 11' 2 1/7' r 1 211.3 4' -9 4' -2' 2 1/7' 7' 216.9 4' -7' 4' -7' 2 1/7 r 221.6 4' - 6 - 4' - 6 2 1/7' 7' 226.3 4' -5" 4' - 5' 2 1/7" r SHUTTER SPAN 'L' (fl.) MINIMUM SEPARATION "S (in.) LESS OR EOUAL THAN 9' -0" 2 1/2' 2' > 9' -0' TO 10' -0' .1 3 1/2 4' > 10' -0" TO 12' -0 .8 12 4 • ACTUAL E. 0.- FACTOR EDGE DISTANCE p...f.) 2 1/2' .75 2' .50 .4Uu LOAD WYIuUU PNLEI. SPAN 'L' (11.) UIN1143U SEPARATION TO CLASS p...f.) . .1 17 I 1'_r 4' .8 12 1' i 3 .o 12' -C: 0" 4" 3 .5 17 -0' 1:'- 11' 4' 3' .0 12'-0' 12' -10 i r '.4 12' -0' 1 2'- 10 4 3' . 0 17 -Ci 12' 4 3' 5.2 12 -o 12• - T 4' - r .0 17 -0' 12' -6 4' 3 7.2 1• 12' -4' 4 2 7/5 8.6 17 12' -7' 4' 2 7/6 6.0 12' -0' 12' -2' 4' 2 7/8" 9.5 17 -0' 12' -1' 4' 2 7/8" .9.7 12-O' 12' -1' C 2 7/8' .1.5 11' -11 11' -11' 4 2 3/4' 11.8 1 1' -10" 1 1' - 10' 4" 2 3/4' 11.9 11' -l0" 11' -10' 4' 2 3/4' 53.4 11' -9" 1 l'-9' i 2 3/4' 53.6 11' -5 11' -9 4' 2 3/4' 83.7 1 v -Tr 1 1' -8' 4' 2 3/4' 66.9 11' -S' 11' -S' 4' 2 3/4" 87.0 1V -5 11' -5 a' 2 3/4' MAXIMUM DESIGN PRESSURE RATING "W' (p.s.i.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + VALID FOR SECTIONS B. B1'. B2' & CV ON SHEET 3 OF 9). * VALIO FOR UP 10 3' -0" MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Mc, .• A1IC HOR SPCC. VALID FOR SPAITS OF 5' -0' OR LESS. (2) MOs. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0' TO 8' -6". (%1 u... A1.1r1.1P1p GPrr. VAI FOP CPA NC f.RTATET7 T MAXIMUM DESIGN PRESSURE RATING "V'/'. (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS B', B1'. B2' 4 C1' ON SHEET 3 OF 9). NOTE: DESIG►: PRESSURE RATING CORRESPONDS ONLY 70 NEGATNE PRESSURE (SUCTION) LOADS, IN ACCORDANCE Y,1TH ASCE 7 -88 GRI Z:RI& FOR A GIVER OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REOUIRED PRESSURE FOR THE OPENING, 1HE POSITIVE PRESSURE V.111 AUTOUATICALLY OUALIFY AND NEED NOT TO BE CHECKED. TO Un• At LOWED + USE TAPCON ANCHORS. ZAMAC NAILIN & RAWL CALK -INS FOR INSTALLATIONS w/ DESIGN LOADS OF 70 75.3 p.s.f. USE ONLY TAPCON ANCHORS & R'.WL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.3,l. 1.4AXIUUI4 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 CALX -IN ANCHORS IS 2 1/2 "). TAPCON OR RAWL CAI): -IN ZA1.IAC PUJUN TAPCON OR RAWL CALK -IN UP TO 75.3 1,0. > 75.3 p.r.t. TO . 226.3 p.s.f. ANCHOR LEGENDS TABLE 1: NI1IIMUM SEPARATION "S BETWEEN GLASS AND SHUTTER FOR A GIV`Tt. i SHUTTER SPAN • L', FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' - Cr ABOVE GRADE OF A GNEN BUILDING. 30' -Cl' ELEVATION SHALL BE UEASURED AT BOTTOM OF SHUTTER.. SEPARATION 5 TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. •.nn. .1. ) I.. el PRODUCT RENEWED ACCEPTANCENo._Qg -0112 EX''i I.ti4T ;ON DATE 1\`O 22/ Eh - D By • FOR. SHUTTERS INSTALLED WITHIN THE FIRST 30' -G' ELEVATION OF BUILDING. SEE TABLE 1 FOR UINIUUU SEPARATION TO GLASS FOR SPANS SHORTER THAN THE 1 AY.IMUU ALLOWED SHOWN ON SCHEDULE. • FOR SHUTTERS INSTALLED ABOv - E 30' - 0' ELEVATION Of BUILDING, MEASURED AT B01101.4 OF SHUTTER. 4 PROD •'� CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPFOVED M COMPLYING VIITII TIIr SOUTH FLORIDA BUII.UINC CODE DAT . 29 _ / _� BY rRooUCT CON IIOL DIVIS.ON BUILDING. CODE COMPLIANCE OFFICE nccLPTnlvcE No4�Z 66656_01 / IILIEcoNC. TILLJT TUTIMO t D10INCID li0 0'6TPANY I 1 Kt. ?R1. 1.. v 117 1...p -.. 0./006. ?' O" c ).11 M P%.-.: (JG047I -11al , Tu : ()63 11 7 1 -11.71 rtt1ER A. TtLUT Jr., P. E. ASSA / ECONOUY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.S.SA. f 19) 8400 N.K. 119 s'tRM Ht4LCAN. FLORIOA 53018 v .J1 AS sFK7w14 scut 2/16/96 DATE 98 - 14 f51lAKw0 149E CT 9 Of DADE COUNTY 1JAX11JI)M DESIGN LOAD • Vr (p.s.f.) WALL 110UNTING INSTALLATION AT TOP OR BOT70M (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MJASONRf ) FLOOR /CEILING UOUhT1NG 1S01 OM TOO P OR BOTTOM (TO CONCRETE) 7/8" . H 1 T I{77t 2 Halt 3 Halt 1 HCit 2 Holt 3 140Tt 1 14O1C 2 Hatt 3 FROM 4 5.1 TO 61.8 70.1 9' 9 5 9' 9 4 1/7 9 9 8' 4' g' g' 7' 7 7 5' 9' T 5' FROI.t 61.9 10 75.3 10' - 4' 9' S 8 i/2 9' g' 2 1/7 9' 5 7'. 2 7/8 9 - g^ 4 1/7 9' 7 7 9' 5 1/2' 4 1/7 FROM 75.4 TO 91.4 75.3 9 . 9 5 9' 3- - y' 7 1/2'6 1/2' FROM 91.5 10 120.0 2' 9' 4 1/7 4 1/7 3' - - 9' 5 1/7 5 1/2 FROM 120.1 10 168.1 7 1/7 4 1/7 - . 2 1/r - - T 5 1/7 - FROM 168.2 10 226.3 4 1/2' 4 1/7 - 2' • - - .5 1/7 5_1/2 - - WYcuUU DESIGN LOAD 'N (p.1.►.) mArLtuu pmn. SPAN 'l (f1) 11Ax1UU14 Pvl(1, SPAN '1' (fl.) 111NIUUU SEPARATION . 10 GRASS (gin.) 7/8" . > s' -U TO 10' -0" 3 175.3 91. 67.5 • 9' -=' 10• -5 10' -8' 4' 7' 70.1 3 1/r 10' -6' 10' -s' 4' 7 71.1 r 10' -S 10' -5' 4' 7' 71.4 96.6 10' -4' 10• -4' 4' . 7 71.5 B' -1 I' 10• - 4 - 10' - 4' 4 7 72.9 8'-10' 10' - 3' 10' - 3' r 7 75.1 2 7/8 10' -1' 10' -1' 8' -8 7 75.2 7 f0• -1' 10' -1' ! 2' 75.3 106.5 10' -1' 10' -1' { r 77.0 6' -5' I0' -0' 10'-Q' 3 1/7 2' 77.5 8 -4 9' -11' 9' -11' 3 1/2' 7 78.8 • 9' -1U 9' -10' 3 1/7 7 • 80.7 7 9' - S' 9 -9' 3 1/7 r 81.5 116.9 9• -e 9• -5' 3 1/2' 7' 82.5 8' -1' 9' -2F 9 -8' 3 1/7 7 83.4 8' -o" 9 - T 9' -T 3 1/7 2' 66.2 2 7/8 9' -5' 9' -5" 3 1/7' 7 86.7 7 9' -S 9• -5 3 1/7 r 86.8 9' -5" 9' -5" 3 1/7' 2' 68.5 9' -4' 9' -C 3 1/1 7 90.3 9' -3 9' -3' 3 1/2' 2' 90.8 9' - 9' -7 3 1/7 2' uAxuUu DESIGN LOAD 'r'' mArLtuu pmn. SPAN 'l (f1) I NIUV SCrARAn014 'S TO GLASS (in.), (p.s.1.) 7/8" . > s' -U TO 10' -0" 3 175.3 91. 9' -2' 9' -=' . 3 1/7 r 92.7 9' -I 9' -1' 3 1/r 7' 93.8 9' - 0 9' -0" 2 7/6' r 94.8 9' -0' 9' -(r 2 7/8' r 96.6 8' -11' 8' -ll' 2 7/8" 7 96.8 B' -1 I' B' -11' 2 7 /5' r 97.7 8' - 10r 8'-10' 2 7/8' r 1005 8' - 9 8' - 7 2 7/8 7 101.5 8' -8 8• -3" 2 7/8' 7 103.7 8' -7 8• -7 2 7/r 7 106.5 8' -6' 8• -5" 2 7/T 7 108.8 6' -5' 0' -5' 2 7/8 7 110.6 8 -4- 8 -4 2 7/8' r 111.0 8' -4 B'-4' 2 7 /3' r 114.1 8' -7 8' -7 2 7/8' 7 1165 8' -7 r -7 2 7/6' r 116.9 8' -1' 6.' - 1' 2 7/8' 2' 117.6 8' -1' 0' -1 2 7/8" r 119.7 8' 8' -o" 2 7/8' 7 170.0 B'-O' 6' -0" 2 7/8 r 121.2 7 7' -11r 2 7/3' 7 1225 7 -9' 7' -r 2 7/11• 7 UA7IUUU OCSIGI1 Lao ''( (p.1.1.) 1.44X4411 PA:1E1 SPAN 'i (I1.) uaIIJUt4 S6PAPaT1cN ' S' TO CLASS (gin.) 2 7/8" . > s' -U TO 10' -0" 3 175.3 7' -7" 7• -r 2 7/8- 7 1251. 7' -6' 7' -fi 2 7/8' 2' 126.7 7' -6' 7' -6" 2 7/8' 2' 1291. 7 -4' 7• -4' 2 7/L" 7' 130.9 7' - 3" 7' - 3' 2 7/8' 7 131.0 7 -7 7' -2" 2 7/8 7 131.3 7 . - 1 ' 7 . - 1 ' 2 7/6' 2' 136.: 6'- 11' 6'- 11' 2 7/8" 7 137.9 6' - 10r 6' -10' 2 7/8 2' 140.7 6•_9' 6• -9' 2 7/8 2' 142.8 6' -7" 6•-T 2 7/8' 2' 143.', 6•-7 6' -T 2 7/8' 7 147.0 6' -5, 6' -5" 2 7/8 r 148.4 6' - 4 ' 6' -i 2 7/5' 7 152.6 6' -2' 6' -7 2 7/8' 7 153.1 6' -2' 6' -7 2 7/8' 7 156.E 6'-0 6'-47 2 7/8' 2 157.;, 6'-47 6' 2 7/8' 7 157.8 6'- O' 6'-O 2 7/8' 7 160.8 J' - 11' 5' - 11' 2 7/8' r 161.7' 5' -1(r 5• -1CF 2 7/8' 7 164.4 5' -9 5• -9' 2 7/8' 7 11.XIUUU CC SIGN 1O40 "Is' (p.1.1.) L.A. \1uU1./ PANEL SPAR 'i (11.) 1491114UU s(PMAnc4 'S TO CLASS (In.) 2 7/8" . > s' -U TO 10' -0" 3 163.2 5' -9 5' -y- 2 7/8 7- 168.1 5' -8' 5•_8 2 7/• 7 168.7 • -T 5' - r 7 7/8 7 170.0 5' - T 5 -_ 7 7/8 7 175.6 5' -5" S•_5' 2 7/8 7 176.6 5' -4' S•_ 4 . 2 7/8 7 180.3 5' -r S •_3' 2 7/8 7 168.0 5' -4r 5 • - 2 7/8 7 195.2 4'_11' 4 '_ 1 0 2 7 /6r 7 197.2 4'- l0' 4 to" 2 7/8 7 199.1 a'_9' 4 • _ 9 2 7/6' 7 204.7 4• _r 4 - - r 2 7/8" 7 211.3 4' - .- 4 - -F 2 7/8 r 216.9 4•_i 4 • 4 2 7/8" 7 221.6 4' - 4• -r 2 7/T r 226.3 • a•_7 4 •_ 7 . 2 7/8 r SHUTTER SPAN "L (11.) MINIMUM SEPARATION '5 (in.) LESS OR EOUAL THAN 9' -0' 2 7/8" . > s' -U TO 10' -0" 3 1/2" > 10' -0 TO 12' -0" 12' -r)' 4' ACTUAL E. D.= FACTOR EDGE DISTANCE (P.1.1.) 2 1/2 .75 2 .50 !NUN II LOAD moiszUu PANEL SPAN 'l (It) u1)II1A./u SCPARLTOII '5• TO CLASS (:n.) (P.1.1.) .5.1 12' -r)' 13' -0' i 2 1/7 .7.0 12' -0' 12' 8 4' 2 1/2' 19.0 12 -0' 17' -6" 4' 2 1/7 50.5 17 -0' 12' -4' 4' 2 1/7' 57.0 1T-0" 17 -7 + 2 1/7 57.4 1. -0' 17'- 1' 4' 2 1/7 55.0 11'- 10' 11.-I0 4' 2 I/4' 55.2 11• -117 11.-1U 4' 2 1/4" 55.0 11' -4 11' -7 4" 2 1/4' 57.2 11' -4' 11' -T 4" 2 1/4' 58 0 11' - 4' 11' -S 4' 2 1/i 58.0 - 11' -4' 11• -S 4' 2 1/4' 59.5 11' -4 1V-4 4 2 1/4' 59.7 11' -4' 1 1' -i .0 2 1/8' 61.5 11' - r 11' -2' 4" 2 1/8' 01.8 11' -1' 11• -1' 4" 2 1/8 61.9 11' -1' 11' -1' 4 2 1/8 63.4 11' - U 11' 4' 2 1/8' 63.6 11' - 0" 11' - 4' 2 1/8 63.7 1 1' -t7 1 1•- V 4' 2 1/8" 66.0 • 10' -8 10' -8 4' 7' 67.0 t 0'- 0' 10• -8' 4' 7' • • MAY.IMUM DESIGN PRESSURE RATING "W (p.s.i.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + VALID FOR SECTIONS A, Al, B. 61, 62, C & C1 ON SHEET 2 OF 9). * VALID FOR UP TO 3 -0 MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Mot. ANCHOR SPCG. VALID FOR SPANS Or 5' -0' OR LOSS. (2) Moi. A7 N! HOR SPCC. VALID FOR SPANS GREATER THAN 5' -0" TO 8' -6". ••• •. •.... •••n •••,, ..•. t-no CO' •,. #Or•TfO Tu.'1 0. - g Tel a -- uIAw4ZI MAXIMUM DESIGN PRESSURE RATING "W' . (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L' SCHEDULE. (VALID FOR SECTIONS A, Al, 8. BI, 62, C & Cl ON SHEET 2 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY 10 NEGATTV( PRESSURE (SUCTION) LOADS, 4N ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY Y,1TH THE REOUIRED PRESSURE FOR THE OPENHIG, THE POSITIVE PRESSURE Wll AUTOMATICALLY OUAI.1U' AND NEED NOT TO BE CHECKED. t USE TAPCON ANCHORS, ZAM.AC NAILIN do RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS OP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS 14 RAWL CALK-INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXWUIJ ANCHOR SPACINGS ARE VALID FOR 3 EDGE DISTANCE. FOR E. 0. LESS THAN 3', REDUCE ANCHOR SPACING BY 14ULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAA1_ CALK -IN ANCHORS IS 2 1/7). Mc( OG 1 1/T 1rn j S TAPCON OR RAWL CALK -IN ZAMAC; t:"JUN UP TO 75.3 P.s.t. s TAPCON OR RAWL CALK -IN ANCHOR LEGENDS 5 > 75.3 p.s.t. TO 226.3 p.s.f. 2 ANCHORS REQUIRED EACH END 5 = ANCHOR SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W/TRACK 'A (TOP be BOTTOIM) SHAL1 BC INSTALLED STAGGERED AT Mow. SPACINGS INDICATED ON SCHEDULES. TABLE 1: 1.04I1JUU SEPARATION 'S BETWEEN GLASS AND SHUTTER FOR A CNEN SHUTTER SPAN "C, FOR SHUTTERS INSTALLED WFTHIN THE FIRST 30' -tr ABOVE GRADE OF A GIVEN BUILDING. 30' -O ELEVATION SHALL BE MEASURED AT 80170m OF SHUTTER. SEPARATION 'S' 70 BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF' 9. • FOR SHUTTERS INSTALLED WfTHIN THE FIRST 30' -Ci ELEVATION OF BUILDING. SEE TABLE I FOR UIN11.4U7.4 SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •. FOR SHUTTERS INSTALLED A80VE 30' -D ELEVATION OF BUILDING, MEASURED AT 801101. OF SHUTTER. VAL Tr8 A. MLR Jr.. P. t. Fl OR 14 tk / 44167 77"/ - 77 .A PRODUCT RENEWED ACCEPT. NCE No. - 0" O E'7IRATIONDATE 3 OOi. By PRODU "CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING 19IT11 TIIF SOUTH FLORIDA BUILDING CODE DATE-Ty �E_ Z9 _ 199 BY -1 - . - 14'-/ U' FRODUCI COP.1 tf O DIv1SIDN SUILCiNG CODE COMPLIANCE O(FICE ACCEPIAKCE N0.7D - 0( 1 DADE COUNTY 1ILtEco TIUJ'T 113TINp t D101HCUtT4O DOW ?ANY 1.14•1 Kr. ). 11. tr 117. arCa•. 0.444045. �'.. ).1 I4 P... ()2)111 -13x . Fa . (105)11 1 - iW , ASSA / ECONOMY ACCORDION SHUTTER i ROLLIN S SHI ELD, INC. (:( 12) I x900 KW. 119 STRCET t44 GAL IlOA04 33018 KN. no an AS Sta:•••4 SC ALL 2/16/98 DATE 98 - 14 154.4w1H0 )•• 'NCO 8 Of At yr US( 110 1 3/' S. S. S. u.•S. OR 3/16' . Alum. POP ft VETS • 6 0. .. AT TH6 L0CAT0H. • CLASS Or t trroC - - ithcc2.1 fR s. C. 0. 1 4- • • 1 tir LAC sCPIxs • 6 0. C. ALTt MATTVLI,Y 10 COHN(CT1ON AT TOP (.IP. USE 110 I 3 4' S. S. S. 14. S. OR3 /I6 Alum. POP' RIVETS 0 6 0. C. AT THIS LOCATOR. CUSS Or DITS 1.1x00* OR S. C. D. Mt 11111 r - k 3/4* S. 5. S. x. S.•60.C. ALTERNATIVE 1 f 10 x 3/4 S. S. . II. 5.OR 3/1C 0 Alum. POP RIVE • 6 0. C.- 1 0 ■ 3/e 5. 5. S. u. S. OR 3/16 r Num. POP FLVtTS 0 6 0. C. ALTERNATIVE 2 t/C . -20 5. S. BOLTS • 12 0.c NUT t Tea-C71 NEW P. T. T ► 6 Cw.l (2) 1/! r 1 S VC SCAT S • EACH STUD (140*1T4 OF STUD) P0 1►/ T Nn. PDCTRLfOH *1410 571)0 1.506 1/4' 1 -20 S. S. DOLTS o 12 0. C. w/ 1111 t `OASNCR AA.m. r ANCI( (0053 1 * ALUM 0R© / 10 1 T S. W. S. v/ 3/6 r 1 7/6 LONG TtYL01I 81940X. (T7p. 50704.1). t 1 6 oR ( ORS 1 123 Num. »0041 (6003 -TS )11171. I • 4' 1 1/6 (Jh.) 6063 - TUB( (co••L) w/ (2) 1/4 r . T LAG SCAM'S • EACH 511.0 (MDMOM Or STUD) Ar0 w/ 2 x n. PE4CT RATIO+( P410 (.1PI: STT.0. 1 0 . 3/4 S. S. S. u. 5. OR 3/16 r Mum. POP RNES • 6 0. C. "1 OF OR © k � 3 4 / 10 15' S. x. S. w/ 3/e x7/6 t.t N71.014 BU41IHC. (T BOTTOU). WALL MOUNTING INSTALLATION (OFFSET) _ SECTION A' 10 x 3 ( 5. S . u. S. OR 3/1C • Alum. POP FEVETS • 6 0. C. .000 TT,VSSG Ct RA/101 • 11 0. C. 1CSxARD f 14 a3 /C S. S. S.U.S. • 6 0. C. J 101 r S. S. S. *4. S. W /3/3" 1 1 5/5 1.0140 1471.04 6 - 191 "C Err') -SEE SCHEDULE: roq tr n. StPARAnott •S 10 cuss of plrSTt,; woo". on 5. O. D. 10 x 3 4 S. S. S. u. S. DR 3 /16' Nvn. POP RNCTS • 6' 0. C. ALTERNATMELY 10 C0INECTICN Ar TOP UP. USE 110 1 3/4' S. 5. S. x. S. OR 3/16 0 Alum. POP RVETS • 6 0. C. AT THIS LOCAT*Ox. ' y Y f 1' I 1 1/6 (44. 0013 -n M. 140C W/ (2) 5/16. 1 V.0 SCRCW5 TO 1.•04 R.41731 0S TRUSS. tDC.TE SCA•-S AT ■40.10TH l7< Co -ToC 000 K •4504 (t 14n. 4Cs4wR. •01 / 2 Nn. Pt1E7RAD31 �`- 1 10 2 3 S. S. 5. V. S. lr/ 3/6 • 1 5/6 LC00 H1W* BJSHN;. (Tn. TCP) O oR . 1./ 1 3/8" 0 t 1, • IONO HYLCN BU9 NC. �S$ (170. BOTTOU). 10 x 3/4' S. 5. S. U. S. OR 3/16 • Alum. POP FavETS • If 0. C. Y : 6 roo0 DM( FCDUPM CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' INSTALLATION DETAILS ON EXISTING -WOOD BUILDINGS IILlEcoNC. 711.117 T1311,49 t D$G N c Ow0 COV ►ANT L»1 1. W. Sows r., I.. 111 v 00000 01. 1)IM /1w.. won pa . : Q0I)A1 -N631 ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. !x900 N.w. 119 S1REL1 NML6A41. FLORIDA 3.301 6 1410 TUN' ICW. MB we •r•ow wI MN. r Yon As 51+0,14 3C.LLE 2/16/98 0.4.1 98 - 14 OtAwIti 0 1 9FQC1 7 Or rtALTDt 1 1)W1 Jr., P. L FLORW Lk. 44167 1gTE S: 1. PSTAL1.1TONS ARE ONLY VAUD FOR BUILD' CS WIN DESIGN LOAD UP 10 75.3 p.I.f. AND 9' -El uo1. SNUTTETI SPAN. 2. NE`'f 7 z 6' P. 1. 10 6E SOU THERTI PINE No. 2.. SURFACED ORY WITH 19 X W. u. C. w SPECIFIC DENSITY Or 0.55. 3. FOR NEW WOOO FRA4JE CONSTRUCT /H: W000 UEUC'CRS 10 BE SOUT1IF32N P2IE Ho. 2. W/ S?ECTfC DENSITY OF 0.55 OR EQUAL PRODJC1 T NrT��. D 'tom y � ACCEPTANCEI:o.QS - D ;Zx.p EXPIRATION DATE ELI - 01- By ��- PEODU O..'I ROL DIVISION BUILDING ODE COMPLIANCE OFFICE • APPROVED AS COIIPLYING WIT II TIIF SOUTH FLORIDA BUILDING CODE DATE -fUAJC 29_ . 1?9q BY PRODUCT CONICHIL Div;S.Or( :3UI1.0it :G CUUE pp COMPLIANCE Off ICE ACCEPTANCE N0. 6.1 0.5• Q 1 DADE COUNTY Or EXISTING OR 5. G: D. • 6' Cc•*t. w000 icADCR REOUrRED 1/C • r r LONG LAO SCREWS • r 0. C. w/ 1 1/ Y Wm. PENCTRATOH 10 EXGhuG w000 HEADER. ALL MOUNTING INSTALLATION - SECTION Al SEC SCHEDULE FOR 414IUUU StPti4ATCH .S 10 GLASS OF EXISTING WINDOW CR S. C. D. ALTERNATIVE 1 1/! I r 1 1/Y LAG SCRE'W'S • 6 0. C. 1 *LLTL --' fiWi41YW• ���.� 1 1 / 3 1( , r s/6 LON BUSHING. (Typ. TOP). 170TE ; 1. INSTAL.t.ATIDNS Afl[ ONLY VALJO TOR BUILOINCS WTfl4 OESGN LOAD UP TO 73.3 •.1. AND 9' - wor. SHI.IRER SPAN. 2. NEW p r 6 P. 1. TO BE SOUTI+CRN P1NC No. 2. SURFACED DRY WM4 19 x U . U. C. w SPCCIrC DENSRY OF 0.35. 3. ron Nrw w000 rum( CoNSTRUCiON: W000 uCIJBCRS 10 BE SOUTHERN PINE N. 2. w/ SPECJFIC OCHSJTT Or 0.55 OR (CAJAL. 1 0 z 3' S. 5. S. u. S. w/ 3 /8 0 • 5/6 LONG NYLON BUSHING. (Typ.) ©0R© NEW P. T. 2' : 6 Cont. (2) 1/4 1 x 3- Lrc scncWS • CALM 511.30 (wO'wcnn or 5i\0) ANJ W/ 2' K n. P CNET .4:1oN HTO STUD OcRO 10 I r s. 5. S. w. s. / 3/6 • 1 7/6 LONG NYt.DN BUSHRC. (Typ. CiOT70u). INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SEE SO-1IDULC FOR MNIUUI SCPARAT0H • S TO CLASS Cr EXISTING 1r1NDOW OR 5. G. D. 1 i z 3/4' S. S. 5. u. 5 6 0. C. ALTERNATIVE 2 1/4' 0 • S LONG LAC SCREW • 6 0. C. w/ 1 1/7' WA. PEHCTRATION TO 1:45 YOCO FEAOCR. • 10 • T 5. S. S. 14. S. w/ 3/6 • r 5/0" LONG NYLON BIISHr)G. (TyP. TOP). WALL MOUNTING INSTALLATION (OFFSET) - SECTION A2 / 'WW1 Illiek■. 1 tir rit 10 1, R©OR® f 10 r 3' S. S. S. u. 5. w/ 3/6 • • s /0' LONG NYLON BUSHING. (1)9.) O f 10 •T 5. S. 5. 11. S. w/ 3/6 • ■ 7/8' Lac NYL•I BUSNIN:. (Typ. BOTTOU). 1' r 4' • 1/6" 6063 -T5 Wr+. TUBE (conc.) w/ 2 1/• • r s LAG 3 ~ JnrS • CALM ST..d (1 OF STUD) A tr/ 2' un. POETMTON n+TO crsnrc ST10. -SEE SCHEDULE TOR IIIN14UU SEPA °.Ar H '5- CUSS OF EIr5T1N; w1NC+3w OR S. C. D. By W000 HEADER REWIRED ALTERNATIVE 3 SEE SCHEDULE FOR wINIuUI.i 5EPARA110N 'S TO GLASS OF E2•STING W1N00W OR S C. D. ALTERNATIVE 4 PRODUCT RENEWED ACCEPTANCE No.QS -o ZZ*0( • EXTiF ATiON DATE 1\ o' PRODUC 10" 0'4TROL DIVISION BUILDING CODE COh1?LIANCE OFFICE C.V...) -12 A11.0' ALUU:IrUU TUC( C 't. 1/4' • • 4" LONC LAG SCRCwS • 6 0. C. w/ 1 1/7" v rcNcIFAnoM TO E2rriNC 11CO0 IICAC(R 1 10 r T S. S. S. 14. S. w/ 3/6 0 • 5/6 LONC NYIDN 6U94rHG. (Typ. TOP). U Cont. ECUAL TO ALICRJ1A11Y 0 1 10 x 3 S. S. S. 14. S. w/ .3/8' • r 5/3- LONc HYt C I ousN HG. (Typ. TOP). I II II II i t U Cont. EC4. L TO ALTERIIARYE 1 O @O 10 . 3' S. S. S. u . S. w/ 3/6" • : 5 /6' 1010 NYLON BUS)INC. (lyp.) II II ►I O ° © It NEW P. T. i z 4' Cont. W/ 1/4" I I S LONG LAC SCR CIYS • 6' 0. C. w/ 1 1/1" w ;n. PENETRATION To 170Snric w000 IICAOCR. ©OR €OR u. 5. w/ 3//8' ■ 5/6 LONG MrLON BUSNIHC• (Tyr.) OaT APPROVED AS COMPLYING WITII DIE SOUTH FLORIDA BUILDING CODE DATE �.LIAJE _a i BY _N /9 ., , PROOLIC CON' DIV:S UN BUILDING CODE COMPLIANCE OFFICE ACcLPrAticE 110.q2_1.0_6_05. 0.1 DADE COUNTY IlLtEoNC.\ T1LlIT ram N9 Z Dog' NC C]t F4 COW? ANT (]y kY. Pa •r, Tr 117. mma.. 0..0(d, ottpc. &JIM P■■.r 1 (.300)• 11.)0. ►e 1 (ICJ•71 - 147 1 VIAL Mt A. Tuff Jr.. P. C. FLORCA Lk. / 44167 ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (AS.SA f 19) Q900 M.K. 119 STREET HIALEAH. FLORIDA 3.301E WV. Me ) bat If'.. b. AS SH•rrN c1 2/16/94 DA.Tt 98 - 14 0.4.'1110 No SHEET 4 Of 9 INSTALLATION! DETAILS ON EXISTING WOOD BUILDINGS IOTFS: . INSTALLATIONS ARE ONLY VALID FOR BULCINCS 111TH DESIGN LOAD UP 70 75.3 p.1.1. AND 9' -0! Oar. SHUTTER SP/J4, NEW T r 6 P. T. 10 BE SOUTHERN PINE No. 2. SURFACED DRY WTA 19 x U. u. C. 'of/ sncifC DENSITY OF 0.55. 1. FOR NEW (CAD uE CCtISTRUCTIC(1 W000 uEuBERS TO BE SOUTHERN PING No. 2. W/ SPECIFIC DENSITY Of 0.55 OR EQUAL 111111Baq f )1000 24 0. RECO 1. w/ 3 /5 1 S. 5/1 k 5. L0'0 IMDN BUSH NO. (Tp. MP). - 0 •iUIuN1111I11 I1M1, 1 11 1 /f• :SLONG 11G SLRfxS • r 0. C. w/ 0/1 w n. PE.CI R.IT ON To costrc 1.cco HU.0O0 I T 1 3" OR 4' OR • 123' n r - .4.r ►1KdL (1.063 -T6 ALLOY. 1/C • -20 5. S. DOLTS • 1r 0. C. w/ MIT t •AS3-CR V300 3•C.A001 RLn.1 PC 0 SEC SC.COULE FOR 31 Sr.M StPARAI H • To °LASS or EXISTING scrc0Y OR 5. 0. D. (2) 1/C • • 1 1/2' ScwOrS • r 0. C. ALTERNATIVE 1 1 0 ,15.5. 1 r7. S. w. S. 0/ 3/6• r 7/r LD1c NnOH 6 JS 1P C. (Typ. Oo'TON).. CLASS Of El 51104 1•13.0Cw OR 5. G. 0. / 00r3" 5. S. 5. w. S V/ 3/ r • r 5/r Lo.+, NYLON BUSH P.C. (T».) 0 03© NCW0'.T. r Con4. (2)I /r•.6 t.C SO+CWS• CAc sn.0 (w0.0T11 Or STVO) •!Q 1r/ r Mn PEKTRATIC•t INTO STW 0/4 • 1 1`r UG SOTr•S f E 0. C. ALTERNATIVE 2 CLASS or oz511.4c Y*OCMORS.c.D. 1 to . 1/r S. S. 5. w 5. • r 0. C. 3/1 s. S S. 1.1. 5. • 6 O. C. IN OCT>.� -CIi L.L.: SCRVIrS 1/4 0 -20 S. 5. BOLTS • IT 0. C. Y/ fdl1 & WASHER 0.cux• R 110 . 3/C S. S. 5. • r 0. C. -Y •1 Ot4 cos' 5.125 A3,n. MILK (6063 -T3 Ar1DT. HCr P. T. r • 6 Can. (2) 1/1 • • S 11C SC7t'•s • UG11 TT\.O (wc irH Of MO) A}O Y/ r 11n. PC TR4nM *4T0 51Uo J 1 0. 1 0 11 r 3/1 5. S S. w. S. • r 0. C. S . 14. S. W/3/1 • . 5/r WHO NrLLY t BUS•4r1G (TIP.) 10 • J s. u. S. w/ 3/r • . 7 ■G NYLON BUSHUG. (Tr?. BCTTTDV). 1 CEILING & FLOOR MOUNTING INSTALLATION - SECTION B O o 3 : a 1 10 . 1/r S. S. S. S. • 5 0. C. 10. 3'5. S. 5. 115 N L ' E•JSHNO. (Tp. B01104). 1• . 4' t 1/r (VA.) 806.1 -TS Mom. n. (Coot) w/ (7) 1/1 • • 6 t16 SCREWS • UCT+ sn.o (uoro'M Ot 5%1(3) MID Y/ r Mn. PENETRATION •10 t30SI14 51\.0. SL C 5`rc[ UlZ rOR tin. Qv1.R•n0H 's TO CLASS Of C• TS Y. .C.000 OR S.C.D. ALTERNATIVE 3 WALL MOUNTING INSTALLATION (OFFSET) - SECTION AV /y, es g / 00. 3' S. 04. 5. t. 3/Lr• r6 L .; ).YLCf BiS /HhC. 0 -,1111511 (T , 13011011). 1 v' / 10 • 3/1 S. S. S. N. S. • r 0. C ' S. v, S. • 0. C. VOW TR..SSZ5 OR 11.487 R • 2C 0. C. RCOU RLO it ivi. 11.1.1 d � Y� O' 1 1 111 V/ 1/4' • r 1 1/1 lJ.. vizors • 6 0. C. 10 • J 3. i s. w. 3. r 3/1" . . 3/f- L1+G .4riG'+ Ef:S11'!. (7.p. 101. 1 • 1 • 1/r (Yr.) c,:63 -T3 MLrn. TL&' v/ (2) • 4' LAC SCRE• TO 6404 RXl ( 01 Tl11 a,. LcCJ.TL SCQ NS AT 100.'014 Or COS DH•: 1. C . 2R (1' w'n. S4243(4. b40TH w/ r ton. PL7CTRAno•. O OP r r r 1,00° OCOT R:TX3R0o 5. 4 5. w/3/1 5 /t7. W G N,LOH R15w.r; (7. • °LASS Or fxSi0NO / T1r1G°7 CR5. C. D. f 14 . 3/4 S. S. 5. W. 5. 0 r 0. C. ALTERNATIVE 4 f 00 r 1/1 S. S. S. 14. 5. • 6 0. C. 1301" 1/4' 0 -20 5. 5. 9oLTS • 12 0. C. Y/ HUT t WAY-(33 L- 2" 13'0 02S M1m. AtCLE (0063 -70 ALLOY. PRODUCT RENEWED ACCEPTANCE No. 4e. 0'1)10. EXPLRATION DATE rUe.m6Jt ok • DI, By Neer • r P. T. Cati !►000 moat 1/ (2) E /11 • 1 LAC SC RCVS TO UCH RAr1L• 0 RUSS. LOGI( so1r.S AT 41•001)1 Or DY15TT1G x000 uturr)1. (r 41,. 40)410U0 wont) •� v/ r µn ro/CT n,t1Of. T n / 10 . 3' s. s. 5 u s. II Ir/ 3/1 • • 3/1 tow. I I BUS111t.. ( 10(`). 11 11 11 U P%OD .'('CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE CEILING MOUNTING INSTALLATION • - SECTION B1 r$ R 1 10 • 3/1 S. S S K S. 1r 0. C. • C r 1/1 (141,) 0063 -TS Main We( (co -+L) M/ (2) 1/1 • • 6 L1C scorls • UOf 510.0 ('•4;04 Cr ST1A) aro r/ r 41,. Pt?E�1a INTO CCs,mc STo.o. i 10 /1 . S. 14. //1 NriLr4 (T 00TTO04). H01L : SECn6 05 B & D1 CAN Etc Cc$4PlED AS APPLICA.+7LE. APPSOVIO AS COMPLYING MTil TIIC SOIJTII FLORIDA BIJ 1DiN(; CODE 9B._ DY _ f 1• J9- PRODUCT CON DIVISION CIIII.DING CODE COUI'UTANCE OFFICE ACCEP[ANCE No. 4 605 01 DADE COUNTY / I IL(ECONC. \ TIL11T TTSTIN0 k 134{I P4(6 40 COW P1.?fY 4.1•1 M.O 3.• 1. 1.., 111 Mop-•• Q..•O4M 14.010• 3.1104 rm... 1 006X71 -ILS3 . rr. : (1001 •04.TE'R A. 1103'07. Jr., P. L rL090A Lic. / 44187 ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (ti5.5A 1 19) 6900 N.W. 119 STREET HWLEAH. FLOt1I0A 33018 r..• • • •0c••• •n. 1. • AS SHOWN SCALE 2/16/90 DArt 98 - 14 DRAWANO qo 3HC61 6 Or • TE ANCHORS T' 0. C. DURCD CHNCRETE R ONCRETE BLOCK WALL EDUIRED x .125 OR x .09U Nutt TUBE i -TS AL10Y) 0 Alum. POP TS OR / 14 x S. N. 5. 0. C. (Typ.) ** SECTION E 2' x Y x .125 OR xrx.090 ALUUINLM TUBE • (CO63 -T5 ALLOY) 3/16 0 Num. POP RIVETS OR f 14 x 3/4' S. N. 5. 0 5 0. C. (Typ.) 1 I 1 I •• -a - - L , _ 3/6 0 HOLE FDR LO0ONC BOLT O (ALTERNATE TO ) * . 1' x 1" x .125 ConL Num. ANCLE (6043 -T6 ALLOY) 4 * (4.700MTE TO O ) SECTION El GLASS r x 1' x .125 ConL Num. ANGLE (6063 -16 ALLOY) f c � 4 31 s SECTION D 0 0R ® cA 0 0, 0 01 0 NOTE : SEE NOTES OH LOCKS ON MIS SHEET. WIJD ALSO FOR SECTION E1 AND ONE StOED SHUTTER. (ALTERCATE TO ** ©) * ©t ©OR©! OOR 0 O J (+ILTDC44TL TO KO) • CONCRETE ANCHORS • ST o. C. 2.000' 1.004! 7 • .Q.Z FOR t.007+C ICJ CONCRETE A4Ct10RS rte 2.000' •9 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. ISOMETRIC (Typ. AT TOP (CORNER POST) & BOTTOM SLABS) Loaf 1 112 x 1 1//2 OR 1 1 /rxrOR x1 OR7 x3" OR \ 2'x4'0412 x5 x.125 (605 -t& ANQE (6053 -T1i MISTY) I 14 x 3/4' S. N OR 3/16' • POP RIVETS O 9' 0. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 1/2' x 1 1/7 OR . 1 1/Y x 2' OR 2 x2" OR 2' x OR 2'x4' OR 2' x x.125 AIVUINU14 ANGLE (6063 -T6 ALLOY) f - 14 x 3/4' S. M. S. OR 3/IC 0 ALUU1NUu POP RIVETS • r O. C. Q w. w I 1 0 1 3/r • HOLE TUR Loan BOLT rJ L ** • ONE SIDED SHUTTER: END CONNECTION DETAIL y(7/9? 4 r I ACtEPTP; `_ _ E> IRAT DATE E ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (kS.S A. 1 19) e900 N.w. 119 STREET MALTA•. rLORIDA 33016 1M71 - ./. .. • • As sH0 11 scar 1/16/90 DATE 96 - 14 ORAwU40 No 2'x 2' x .125 ALUMINUM ANGLE (6063 -T6 11107) ©& ©°'s &ODR OOR @oR ®041@ (OUTSIDE) CONCRETE BLOCK %-'.X. REWIRED CONCRETE ANCHORS • 9' 0. C. f 14 r 3/4" 5. u. 5. OR 3 16" • ALLUINUU POP 0 5 0. C. ALTERNATE CLOSURE DETAIL W / NYLON SCREW HEAD ALTERNATE USE OF J® LOCKER W/ RIVNUT t AS INSIDE OR OUTSIDE LOCKER TlLIEco. T1L1.FT TTSTINO & 04O7HCDt■40 COYPAl4Y 47•'7 w.. Y..• a, o. 1 », •o•.. OJOGd. �ry.o. 17tH P ' : 4J�XT1 -1570 fa : (706)/71 -1411 KALTLR A. 'Duff Jr.. P. E. Num. RA NUT t (Typ.) NOM ON LOCKS : • INSIDE LO0(ER ® OR OUT9DC LOCKER ( SHALL ». i Atw.AYS 6C USED FOR y SPA/ AT IN WITHIN THE FRS! 30 FELT Of DUILDNC. AND FOR S1iJTTUt SPANS GREATER TIVW r -0. FOR INSTALLATIONS ABOVE 30 FLIT ELLtirIION Or D)ID»HC MCASLRED AT smorrtl NSTDC L004E71 SBALI BE TTACHED 1) Oil BY UEAN3 Or 2 THUUB H USING 1. 1.00(pl • .0 LOO(ER ILAY 80 1. AS AN NW( Loop( K ATTACHED TO 1:1 tQ r 1/4' 0 - x 1 _ LONG S. 5. THREADED BOLT W/ 1/4' 0-20 x miffs SHEET. r RALLY THREADED ALUI4NUU IrMt11. SCE NSTAl1AtoR DETAJL ON O1T5TDE L00 0 Q)l STALL DE ATTACHED THR• 1 :1 tQ r/ 1/4 0 -70 S. S. KIT IT • 7 /8 WING HUT OR r/ 1 0 -20 / f LONG S. S. THILr*r(D DOLT 4' 0 1 5 Ip r 1W...AD D /luvNU4 HNHUT. SCE: wST LLA W/ 1/ PET -7 2L ON 5/ THG 97 T. lY SCREWS ONLY (3). FOR INSTALLATIONS ViTTHIH 1110 FAST 30 FELT ELEVATION 04 BU NO MEASURED AT BOTTOM OF SHUTTER Alm IX A.,0013N TO LINER OR USED LOOKERS. A REGULAR T LOCK MAY BE USED FOR StCU4 PURPOSES AT ANY DEBI O LOGITICN OF CENT'Rs/ATE (INSIDE OR OUTSCE). 41fN L15FD INSIDE. UN14UU SEPARATION TD cuss 94+11 ALSO BE vtozinED FROU THE TIP OF 9J01 T LOCK OR FROU TIE OTHER SHUTTER COUPOACHTS 5140104 ON SECTKk4 D (14t44CHEVER TS MORE ERr,CA.). 0). FOR INSTALLATIONS A3O E 30 FELT ELCW.: c+1 OF BULDNG UCASLAI D AT BOTTOU Of SHUTTER MO SH SP t S UP TO L'-4Y. 0. T LOO( iwr BE USED kJ UEU OF LOCKER ( OR AT L4DSPAN OF coat b*TE rwoNC DUTSt0E OR 1NSDE. rc), USED INSIDE. 117-4114UH SCPApAT1DN TO GLASS 9441 ALSO BE VERIFIED FRCu THE TIP OF SUCH T LOCK OR FROU T1{ OTHER SHUTTER COUPOREHTS SHOWN ON SECTION 0 C 40HEVER TS UDR£ CRITY.AL). (41TE ?CITE. TO © ) * SECTION D1 (MULTIPLE SHUTTER ®0R@0.0-0-® T 11, RJL NEW ' ' �• - D ).- Di BUILDNG CCD= CO:1 i L I , A: C OFr ZE t: SERIES 94-4.4 ALUUO•I1u (202 - T3 I1_! LARGE FLANGE THIN SHEET NUTScn,. PART 1 0820. AS MANUFACTURED BY AVDCL CHERRY MOWN. PARSPPENY. NEW JERSEY 07054 OR EOLAL APPROVED AS COMPLYING WITH TIC SOUTH FLORIDA BUILDING CODE DAT T . E Z9_ in gE BY PRODUCT CON 1(OL DiV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPT SINCE NO Qg 01 DADE COUNTY SKEET 4 Of 1LTERIU.T1vELY To l 10 • 3 S. s. 5. u. S. w /3/1(' • 3/5 LU Nr10•I T,V:IIR1; (TTP.) 10 • 3/4' 5. u. S. OR 3/►6 • Own. POP RN TS • 1' 0. C. :0t1NECn004 Al TOP UP. JE 110 • 3/4" . S. 5. u, 5. OR. 3/16 • Alum. POP R NET S • C 0. C. AT Eris LOC&n0N. poURcr) coucRCft RED-4 RED SCE SacaA.E TOR u:041...„... SEPMAt .5- 10 CLASS Or 0:6nNC OR 5. C. D. CONCRETE A;ICHOR (SEC SCHEDULE) Ca•cacrt A„wos (sEE SC1 {CVIE) CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' w J 4.4 x U u W © V O 00,000@c.© 0R O C. D. POURED CC'sCRLTE REOURED toot or sva ir A f 10 T S 5. S. S. W. S. li 3/5 • 1 5/8 L0+ lCt1 BY..HNC. (Tr. TOP). f 10 i 3 S. S. S. u S. W/ 3/6 • i /5 LON; M1.0 F3'.19i1 +:. (Typ. BO nOu). S. u S. CR 3/ 16 • ALR,. POP fb • • 6 0. C. EDGE Or S(/2 IF APPLFC E S 10 . 3/t S. S. S. U. S. OR 3/16 • Num. POP ITS • 6 0. C. INSTALLATION DETAILS ALTERt1ATTVELT TO OOrt•7CCTON Al TOP LIP. uSC f 10 ► 3`i S. 5. S. u.S.OR33 /td • Num, POP RINETS o 6 0. C. AT rrus LOCATION. TYPICAL ELEVATION P0W1C0 CC. CRETE___"" REOU RED -1301' 1/4' 0-20 S. 5. 5. u. S. w /rULL PENETRATc*I INTO RANI_ CALK -71 N4Oi0R ( SEE SCHEDUL SEE NOTES ON ON SHEET 4 OF 9 FOR LOCK REQUIREMENTS L 0. - COM CISA,rx SEE SC4+m1AX s✓•ECT 9 or 9) Pa: 0304C. REM REOL►R(J O cA© REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1' lc x 3/4 S S S. U. S S 6 0. C. 1' x 2 x .125 N,rn, ANGLE Cor.L (6063 -T6 ALLOT) 1/4 4 -20 S. S. S. U. S. 10/FULL PENETRATION INTO RAw. CALX -N AraCHOR (SEE SCHEDULE). • -Q/ez..e..2,7 /7y 5/8" h10Lt TO INSERT SCR Crt T1iRU SU. 110 AN HCR (REvovLaLt Ih 1 tLAT1oN) COstR E11 NYLON CAP. 1 X 3/5 • r 7/8. LONG HfDH 9L'9ING. (Typ. BOTTOV). ` 10 i 3/C 5. 5. S. u. S. OR 3/16 • Alum. LOP RWETS O • 6 0. C. EDGE or SLAB IF APPLKI. 1I rOuq£D CO--C OR CO-NC PETE 6c,OCx MALL PLCU Ito (SCE 5o -I:Duu) f 10 If 3//c W. S. OR Num. pCP R 6 0. C. 14.T17048.T1YELT 10 CONNECTION AT TOP LIP. r USE 110 . s. 5. v.5.0 3 16 • I(um. PCP FcN. S 0 6" 0. C. AT TNS IOCA:104. COC•CK N"›473 (Z( SOCA.Z) V/ / ' / / / /// / O WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1' WALTER A. riUJT h.. P. E. c a -J REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B2' / lI T111JT TELTIMO & 10401 NEER 1 14C COW -tort Rat ).w. ■ . t . 7' 7 W •+� • 0. Rao, r:0 34111 (1.... (X0%7I -1 , r .1. I 00:1)(11-1g31 L AC f 10r3 S. S. 5. 14 .5. 1T 3/8 • • 7 /e LONG NYLON 819iU,G. (Ty,. 8OTT04). 1 EDGE Or SLAB r APpuCAPLE Rry.r t/C • -70 s. s. Boos r /NuT • %k5F(R • 17" 0. c. 7 : 3 OR t oft 5 s .1 ALUU NUU ANGLE ! 10 • 3/4' S. S. 5. U. S. OR 3 16 • Num. POP R. • • 6 0. C. ALTtP.? AT1VC ANGLE CM BC LOCATED Al FRONT U9•+G THE SANE SPECS AS SHOWN FOR REAR RfST,QL&Tl0.1. L- 1.30(7 Tr'T 113 171 D ACCEPTANCE E)YIFATIONDATE 11ov11w..tay` 01 -01 BY 112d�•.r -L PROD i CONTROL DIVISION EL:i..D.T G CODE CO3 :r TA\C: C; FI E ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. v s.sA 1 19) 6000 M.W. 119 STRUT )444.L AN. FLOR OA 33016 IWICrirfro ►.R r 10 * S S. S. S. Lt. S. '/ 3/8 • x 7 /8 L0t1G hYLON OUSJIIHG. OA TT ou). 10 . 3/C 5. S. S. U. S. OR 3/1C • Num. PCP RM1tTS • • 6" 0. C. \n O'!LD AS CO ;rlYIr(; V"111 THE S'.)IITII FLORIDA GU;LD;NG Cool • Y -NI. -- rRouucr CON tot. DIV:S.uri BUILD:NG CODE COMPLIANCE O11ICE ACCEPTANCE 140. - 6 l OS. 0.1 1 ADE COUNTY YR 2/10/90 DAT 98 - 14 OIIAwjj0 Mo s'iCCT 3 or 9 1 b HEADER -WALL MOUNT. SILL -WALL MOUNT. (INVERTED USE) SCALE: 3/8' = 1" #.582' .7:,1 r� 3.234 1.755 I 2.018" a3• t 3.025 1.605 1.617 - So(r.50 1 r .062 - I .452' 3.875' 1 }1r .062' © SILL SCALE: 3/8" = 1" © 180' STARTER SCALE: 3/5' = 1' 1 2.875 F -1.585 nor .27(r L - - _ - J�" ,075 ..655' 1.91 S I ©H MALE LOCK SLAT SCALE: 3/8" = 1" #.50132' 3.231' .711' I I•---- 2.046' Ars 1 ( L CC. l 1 3.025 C1 SILL SCALE: 3/8" = t" © 90' STARTER SCALE: 3/8' = 1' .517 © FEMALE /FEMALE ECONO BLADE SCALE: 3/8" - 1 1.756 2.276" �� 4.35Cr {I � 2O3T -] IO FEMALE LOCK SLAT SCALE: 3/8" = i' HEADERS -WALL MOUNT. SCALE: 3/8" = 1" •.582' LOOT ® HEADERS -WALL MOUNT. SCALE :.3 /8" = 1 3.155 3.031' i-.062 Ty?. 2.750' PLAN 0 3.855 500 1.37 . -11 F.0561. p°o°TS © SILL BOTTOM ADAPTER SCALE: 3 /EC = 1" 5',c ..168 •.457 QF LOUVER BLADE SCALE: 3/8' -• � ^ <3Q .175 FRONT ELEVATYDN OUTSIDE LOCKER r 1 SCALE: 3/8 = 1" COMPONENTS 1 • fl,/. .1Y 3.12•' 1-1.51r--r-1.31r1 HEADER CEILING MOUNT. SCALE: 3/8" = 3.0 F.052 Ty P. 3.155' 1/1'0 - 20 S. S. THUIJBSCRCKS 3.750 • PLAN r4 fl b 1 (1 1 SILL BOTTOM ADAPTER SCALE: 3/8 = t" © LOCKING PIN SCALE: 3 /R - 1' 12' MH. FOR UP TO 9'-O SHUTTER E OE LENGTHS AND 24' Uin. FOR SHUTTER BLADE LENGTHS GREATER 71-TATT 9 INSIDE LOCKER fi 2 SCALE: 3/8" = 1" -•T r - •12 5 ▪ ACCEFTANCF.. ; Q8- 1 0 _ SIDE E]_E`/AT,O11 By ELILD G CO _ E C'3'4; LiFyCi r U:i�I E Et7S nrx+flA I;•. / 1 .18 7 1. ACCOROIC t SHUTTER HAS BEEN DESIGNED IN ACCORDANCE h :n•1 THE oArt COuNTY. T9 9 1 EOrno. or THE sOUTN rlo;'M EANL00+G COOS. 015ICHl •TAD LoA05 SHALL BC OCTERUUIC0 AS PER SECTION 6 Gr ASCE 7 - 68. 'A TI 3 L0,m.p.h. 84.SC M40 SPEED. . Ax0470011 SHUTTER ACEOUACY FCR 1NPACr ANO rATtXJC RES/STArC:E HAS (YEN vmTWIr , P1 • A AxORDANICE WITH SECT1oHS 2315 & 231+ RCSPCCTT -TIr CC DC A00YE ycornoe En CODE. 2. SUNLESS STEEL SHEET UETAL SCREWS USED Al LOU\ER MT SHALL DE )< 10 r S, 4.1O-HT ulpUUu SERIES x/ 135.0 )s rub POINT & 180 In: TENSLE STRCHGIA. StS1 SHALL BC COATEO'Wrf1 XYLAN 5000 SEnhES fLU0R0POLYUER COATINGS AS W•HUrACTURED 0' YO{TT<ORO Co. BOX 507. 'WEST cHEsTra PA, 19361. 3. ALL J.UJUINUU ('TRUS:0 3 SHALL BE 6063 -T6 ALLOY (UNLESS OrHCR NOTED) 4. ALL SCREWS TO BE SryILESS STEEL 304 OR 316 SCRtCS w/ 50 ►t; HOLD rOf T Ono y0 51; TENSLE STRENGTH. 5. ALL ALTAmuU POP WETS TO BE 5052 ALUUr1UV ALLOY r.nt A1UuuIUU Ltultti:Ct. 6. DOLTS TO BE 2021 -T1 ALuuriUv ALLOY CALV. llZCO M S STEEL M;)1 35 1•; uuuuM t uuuut/u YE LO POrR. 7. ANCHORS 10 4LL STALL BE AS F0t•0••xS: (UNLESS OnICR'•rISC NOTED) (A) • 10 CXISfl1+C POVFEO COtICPETE: - 1/( • TAPC011 ANCHORS. A51 LIAh.r&crupED 6r I.ry. RAJ: ;c1 on ELCO rt0usn:11_s. 0c. - l/•' • RAVwh. 2Nl+C IL•I'I ANCHORS, AS 1.4.+j1tIrAC':t1RED OY THE R.AY rluc c0 rANY, (tic. - 1 /4' • • 7/5 PAxIt GALL; -IN AS 1. ET( NE RA•AL nip: c0u4'MrY. tic. No LS: A.1) U lUtu D4BEDv(MT or TA'CCH A:ICNORS rrt0 Pc_riED COIICRCTC r 1 3/4' UUHUI,►J Eu9E0TIENT or P_+•l 2. +1J+C NA;UN IS 1 1 /7' A.2) 7/6 RA „ 1. CAUL -Ili A:A:ta:RS SHALL BE ENTIRELY Cu0CD0E0 r(TO THE rouREO COCA :RE NO ENBEa1ENT T,To STUCCO SHALL BE PERUIIT'LD. I • -20 SCRC•1S USED SHALL BE 1 1/r LONG 4 ' JU SHOULD STUCCO 0x151. A.3) 111 CASE THAI PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS OE rotor() Oti THE p IS IG x+LL OR FLOOR. Mr0 - 40CS SWLL OC LGY. ENOuCI+ TO REACH n1C uVt1 STRUCrIJ)E BDHt1D SUCH PAJIELS. A•1010FA:E SHALL DE AS 1 Ott 0101115 A. T) & A.2) ABOVE. (B) TO (X TIllG C(71CRETC BLOCK 'WALL _. - 1/i • TAPCON ANCHORS AS uAJW FACTURE° 81 1.1.w. R.WSCT oR (LED IHDU51wES. INC. - 1/i • RAM 2.AAAc HAIUH ANCHORS AS U.ANUFACTURED T11C RAx1 rllG COurA:rr. IIIC. - 1/i r • 7/5 PA71. CALK - AS )WIUFACTLITC0 BY 11E RAM. PLUG CO•rArrY. DC. HOT - L5: 8.1) LtvnUUu EIIBEDtiEhT OF TAPCON ANCHCRS. MID RA•A EANAC /PAM ANGNORS INTO T1 IE CONCRETE EL000 UM SHALL BE 1 I/i . 8.2) 7/6 R AS. CALK-IN AND - r - RS SHALL CE ENTf1CLY Cu0EDCED INTO THC CONCRETE BLOCK MT. NO D-IBEDI/ENT P410 STUCCO SHALL DE PDR UTTLD. 1/1 0 - SCREWS USED SMALL DE 1 1/2' LONG UrIATUU SHOULD STUCCO Cxisr. B�) rI cASE THAT PRECAST STONE CYT PRCC...ST c0tiCTCTL PAr,O.s OC rouuo ON nit txt n.Ic.• 'WALL. ANCHORS SHALL BE LCFIC ENOUGH TO RCACii n'E LrMH STR1)crunt r1ELINl0 SUCH PANCIS. •JICHCIW.E 51-1.4 .1. BC AS r•OICATCO Cot NOrCS 0.1) & 0.7) NYJvL. (c) ANCHO't SHALL BE ulSTALLED FC J Ctri ?C ALL Cr nit REC0 Ar0 Sr`ECIfCAUOr1; or THE ANCHORS HA:tUFACTTJIER. 8. Ef-A0E tp. AND 11f KNUCKLES FOR CENTERunTES Qi k ®. k TIIE STARTr11S CO k 0 MC worn NE PA LTIT Or EASTERN 1J E1&13. 7, IT SH:L 1£ THC Rl3 0IIS or THE CONTRACTOR TO .tr.nrY THE SOIPIONGS CC TIE ST uCTURE 1rKERE SHUTTER 15 TD BE ATTACrCO TO INSURE FRU ANCHOrt■ct. 10. SiJTER•S UANUKACNRSA)PP SHALL BE PLACED Cr4 THE Exr0sE0 SuRrACE OF THE FE) -CAI.E COCK SLAT ((S)uPGIQR 1 ). o LA. 1. SILLLL BE P E D FOR EVERY Of•ENUII;. l.u[EL s) READ As fCL10•AS: P0tJJI G SN El0 NuLE+H. FLOW& O+JE COUNTY PRODUCT CONTROL APPROYEO. 1 PRODUCT Ea A?iTCI: ED AS a C('i.'•i'E � i! 1'1.'114 T llr SO;11 :1 fl r:E.!r..\ 1)l ll l)ll :\I CO(IE N.. 1 E_ ?.9.... �1n$. :(OL 111Vi3.EJ:'I BUILDING CODE COr:I'UANCE OFFICE ACCEPTANCE rio.98 - 062)$. 01 DADE COUNTY / .IILIECONC\ TIUJT rurnsG t DiCIHEENTHG PAX' •WI Do Y. ]CAA . .. 211. w•0•A'OC 41, Nt0• 33111 /1..•.: W•0•4. 0:16.00( D' 6)171 -1L30 . 1..: L)m i•II -1531 WALTER A. TILL/1 Jr.. P. C. ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.S.SA. 1 19) 8900 N.w. 119 STREET HtALCAH. FLORIDA 33016 WY. •o CCM.r c. 1 -n 1 w. •. 1 eflc.►no• h *1 • AS S 14Jw:1 SCALE 2/16/90 DAT 9 4 oaAwtH9 H SHEET I or 9 0 1,1 n / 10 x 1/: 5. S. S. M. S. • 6 0. C. F'OUPEU CO•K:RCTE on CONCRETE BLOCK WALL REQUIRED 1 10 x 3 S. S. S. u. S. / 3 /8" e x 7/8 1DNC NYLON BUSHING. (Typ. BOTTOM). IIJ CON CR>T NOC1ORS 1 (SGT 5C - CDULC) WALL MOUNTING INSTALLATION - SECTION A SCALE: 3/8' = 1 POUTED CONCRETE REWIRED / - -1.537 1/4 0 -20 5. 5. S. M. S. W /FULL PENETRATION PfTO RAW1. CALK -t14 ANC.1 -0 R (SEE SCHEDULE). ■ S/6 LON: NYLON ' BUSHING (Typ. TOP). / 1 s.s. w /3 /r • x S/TF LONG 1 J NYLON BL/S» rG (Typ.) SCC SCHCOULE 1 roa uu;uUy 1 SCP+?,•1 . S 10 CLASS or I (45 17 1 Oa S. c. D. 0 O © 5/8 HOE 10 INSERT SCRCw THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER WITH NYLON CAP. j 10 x 3 5. S. 5. Y. S. w/ 3/8' e • 7/r iorxc • NYLON BUSHING. (Typ. B?TTOu). 10 . 3/C S. S. S. u S. • 6 O. C. EDGE OF SLAB IF APPLICABLE REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 81 SCALE: 3/8 - 1 POURED COrICRE1t oR c0NCRETE BLOCK WALL REOVIR I / 10 • 3 - S. S. S. u. S. W/3/8" • , 5/6 LONG N1tON 8V9-11>nG (Typ.) - SCE SCHEDULE uU:1uU1/ S EPARATIQII � S TO CLASS OF Ex6RHG 1Y 1 NC7•• OH 5. C. 0. (SET. SUCCULC) COtr -RCTT AN .M0 5 (SEE sclauI.L) w/ 3/6 • 1 5/6 LO NYLON BUSHI NC. . (ti. TOP). a @ OR© 1 10 1 r 5. S. S. u. S. W/3/8 • x 5/6 Loft; M) 1 BY_+'1I NG (Trp.) 4r POURED 4 CoI:CRETt REW I_D 10 5 S. S. . S S. u. . S. 0 6 0. C. SEC SO 1 rc� WIMu1U 5EP8,1410N .6 10 CLASS Or ( x. - ;n ; r1NDow 0(1 s C. D. COUCH [Tr A+I CJ'roR (SEE scHECULE) OR LAS / CEILING & FLOOR MOUNT. INSTALLAT. W / ' 3/r 0 S. S. L O N G ' - SECTION . 8 SCALE: 3/8 = 1' NYLON BUSHING. (Typ. BOit' &I:). INSTALLATION DETAILS WALL MOUNTING INSTALLATION CONCRETE 1H'yJRS (SCE SCHmUII) -. SECTION Al POURED CON• OR CONCRET( 13L00: wALL RtOuRED / 10 . 1/2 S. S. 5. 14. S. O 6 0. C. (SCE SC+ - t) SCALE: 3/8 = 1 3- ALTERNATE l 1.50? • __ 1/4 f -70 S. 5. BOLTS w /NUT t WASHER • 1 0. C. w 7' xr OR 4 . OR5•. 125 - ALwINUU /.IG,LE // //. ////// f/ // EDGE OF SL&B IF APPUCASLE S 14 x 3/4' S. S. . M. S. 0 C 0. C. x t x 125' Mum. AMU( C PnL. (6063 -16 ALLOY) POURED COUC OUR ED Oa WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1 SCALE: 3 /S - 1' --1 SOU E. 1/4" 0 -20 S. S. 5. u. S. W /FULL PEICT RAT ION 11410 RAwI. CALK -IN Al NOR (SEE SCHEDULE) REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B2 X 10 * T 5. S. S. M. S. w/ 3/6 • x . 7/8' LONG NYLON BUS•IIIG. (Typ. BOTTOM). 10x /4' S. S. 5. W . 5. • 6' 0. C. II II II 11 U // 3.00U u:,. (SEE POURED C0 :[ACTi RE 0u RED EDCC 0e SLAB $ AP PIXASI.E POU•G) CO.< Rt1E 11(OUPLD 110.3' 5. u. S. W/ 3 /Zr • x S /Jf l Y, NYLON 6.194 tl;. (Tyr. 10P). 0 01 © 10 . 3• S. S. 3/6 • rW/ g LONG N1109 BUSH NC. (Typ. BOrioi). '0 3 c 3 i 10 • 3/4 5. S. S. u S. o E 0. C. IILIECO���:� T .Err TEITINO t CHCP MUM MO COY PAX( w.wri K.. )777.. 1 2 any 1stJ'C.. a, Para : 00 -1 3 0 . r.: (101) -1 3] 1 lot.rDI A. rug y.• P. E. rLoRtD'. tic. / 44161 l \ \ i \ \\ \\ `-1 FLTLR2i1TT 1 1 10 x r S. s. 5. u. 5. v /3 /S • POURED MA: E OR CONCRETE BLOCK MALL R [OAR CD WALL - SECTION C {F' OR � SCALE: 3/8 ASS., / ECONOMY ACCORDION SHUTTER an. so • 1- 1 - J C. •04.r1b S/6 LCtIC NYLGN eusHtY (t>P ) ( - SEE SCHEDULE OR tin - I SV PW.FATKX: '5 to 1 cuss or cos -11I; w:I+p(; w OR S. C. 0. ROLLINGSHIELD, INC. (A.S.S.A. j 19) 8700 N.X. 119 STRE HI LEAIT. 11.OROA 33318 YR uric art s (SCI SU40J11) ALTER: V.1T; K+. a. Or . • .123 ALVW:r:UU £1.QC 1 2 • r on On r • 123 JJUU AUV . & , cu ..10.1_ f 10 . .r s. s. 3/S • • snr LOr 011 LOW I ASIMS ( T13r7 1I 11 II 1I N -FR- n, 10 • 3" S. S. S. u. s. W/ 3 /0 r . i 7/8 LONG d 14;,,. Do NYLON OusI(It+G (Typ. 00T10u). 1/4 • -20 S. S. D0115 W /NUT & WASHER O IT 0. C. MOUNTING INSTALLATION (OFFSET) SCALE: 3/8' < 1 10 x 3 5. 5. 5. u. 5. w/ 3 /tl x 7/6 LONG E. D. - ((r SG CExl C OH • tm_ otI 61.r51r1N;. J 0e) 9) {Typ. EOtTO 6 i 1 x 3 . S N R I } 0 Nu POP RC: r �� 0 6 0. C . � ► -- j A 2.1tR l(J NE uY 4 C L OCA T ED A l F1 . S S -(E SPECS 4 RE.A R INSTALL EDGE LA IF APP OF LICABLE SLAB ai PRODU E L l:-D•.rNG co L :J `�D� O: ArrROv1_1 AS CUS;rL'iI11G :',:TII 1111: Stnita Fl n: ::;1A nu;10nI:r, crtE o.1T, JJ U E 2 c la F 1 rSo t :c1 CO,N1 L n;vi5RH nUII DI; :G CODE CoMPUAGCE OI FlCE AcCu tnll 110. 65. 0 L • DADE COUNTY AS 9 s0•IN SCaSE 2 98 - 14 DRAwwo rt. S HETT 2 Or 0