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55 NE 94 St (11)9 APPLICATION FDR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. , 19. Owner's Name and Address.. -3 ° Ike O t S 0 No 6 - 4 — Street /i/it/e" 9 ' Registered Architect and /or Engineer and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) ,g F3Ct$41A -, J ._.. g✓t/IA J 7 / iB Lt��iJ! /�� 1 - 1.J/1/v and for no other purpose. New Building Remodeling di Addition__ Repairs No. of Stories To be constructed ..... Kind of foundation Roof Covering co Estimated Total cost of improvements $ c ,0 `— Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. / Remarks ( Signed STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 7 Permit No Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date 7- I , 4 Lad, . -/ - .fia A-Ji to me well known, Date. ...,�1 4 D Read, Sworn to and Subscribed before me. Cu.g.tv 6144,6 Notary Public, State of Florida uilding Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PERMIT AIFIFILII(CATIION IFOR MIAMI SHO ES VILLAGE Date 01/49k7 Job Address SS NE' ni r 6r Tax Folio Legal Description Historically Designated: Yes No / Tenant / n1 j=4",625415 Master Permit # L i CO o Owner's Address ° �S /YE' If 74 ST Contracting Co. O ~ Y E K Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer // g,G4 MGM CsII No,6 / ?o E> Address Bonding Company Address Mortgagor Address IFerm t Type (&dlle one): WORK DESCRIPTION V7 My Commission Expires: UIIL DIIN FEES: PERMIT 50. RADON ARPROVED: IELIECT[BIICAL PLUM A3= aaareeve fir e Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEM1ENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYIENG TWICE. FOR IMPROVEMENTS TO YOUR PROPERTY (IDF YOU INTEND TO OBTAIN FINANCING, CONSULT WIITIHI YOUR LENDER OR AN ATTORNEY BEEIFORJE RECORDING YOUR NOTICE OIF 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. F ! ore, I authorize the above -named contractor to do the work stated. Notary as to Owner and/or Condo President Date ENG `NiMIECI IICAL ROOFING PANG FENCE SIGN 44 2 }i 9igr W/1 ®td 4 S er- Builder e L� ices: � ; Sr GLADYS I VILLAIR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC7II4103 COMMISSION ill? RISE. I as t• Contra My Commission E Phone C.C.F. / - g0 NOTARY Electrical BOND TOTAL DUF / Mechanical Plumbing Structural Engineer ` /'R l l � `� 9 -1 Dap/A Date PRODUCT CONTROL NOTICE OF ACCEPTANCE Rolling Shield, Inc. S900 N.V. 119 Street Hialeah Gardens Acceptance No.:98- 0722.01 Expires:11 /01/01 / Approved:09 /15/93 FL 33013-4107 Internet mail address: postmaster @buildingcodeonline.com -l- METROPOLITAN DADE COUNTY, - FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2902 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: ASSA/Econonty Alr Accordion Strutter 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 u'it/r draitwings prepared by Walter A. Tillit, 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 finder 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 amnli:ildments 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. Raul Rod iguez Product Control Supervisor THIS IS THE CO'ERSHEET, 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. far s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com 2 I2ol1ina Shield. Inc. NOTICE OF ACCEPTANCE: ACCEPTANCE No. : 93- 0722.01 APPROVED 'SEP 1 1998 EXPIRES Nov. 1. 2001 SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance, No. 98- 0605.01. which was issued on June 29, 1995. 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. 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 %vith 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 of this system. `.✓ : • Ili. { {elmy A.Pakar, P.E.- Product Control Examiner Product Control Division Rollin�� Shield, Inc. NOTICE OF ACCEPTANCE: STANI)ARI) CONDITIONS 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, arc no older than eight (S) 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if a. - There has been a change in the South Florida E3uildinuu 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 sank product (identical) as the one originally approved. c. II the .Acceptance holder has not complied with all the requir,:nlents of this acceptance, including, the correct installation of the product. d. The engineer, who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manu facture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the tiling ofa revision application with appropriate fee) and granted by this office. 5. Any of the follow ine. shall also be grounds for removal or 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 he available for inspection at the job site at all time. The engineer needs not reseal the copies. S. 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 I , 2 and this last page 3. END OF TIIIS ACCEPTANCE . ACCEPTANCE No. : 98- 0722.01 APPROVED iS P 1 5 1998 EXPIRES Nov. 1.2001 Ji l-lelmv A. N' P.E.- Product Control Examiner Product Control Division -3- / OWNER'S NAME - 1 • ./ ESE/ (�� PRESENT ADDRESS vz Al- c 3 - 9 'it -- f; LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AV .) JT AV - C-7: . q Cr---L AV Q LOT /8 / T # E /z /8 BLOCK ? Q �/ �/ SU� T �c'�'� / GENERAL CONTRACTOR ADDRESS PHONE NO. LICENSE NO. / jj ��0[. BUILDING PERMIT NO. etm (m / y Q DATE - 4 1 PERMIT FEE $ I 0 r, . BUILDER'S BOND NO. `� DATE 4.---- 11.0v. 7, o N ZONE REQUIREMENTS CU. FT. _ _ PLAN CUBE 4d 2 g CU. FT. EST. COST S ��- �� DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: BUILDING PERMIT AND INSPECTION RECORD--MIAMI SHORES VILLAGE \ r DATE NEW CONSTRUCTION TYPE 65 STORIES O/1 e ROOF CONSTRUCTION .v. / t cvi INTERIOR CONSTRUCTION . / J ■ .p,y 1 , En -r-� REPAIRS DESCRIPTION / o n ' 7 / --- ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTFI TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED BY TO DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: BUILDING PERMIT AND INSPECTION RECORD--MIAMI SHORES VILLAGE \ r DATE INSPECTIONS DATE BY INSPECTIONS I DATE BY FOUNDATION REPAIRS SPECIAL PERMITS ROOF SEPTIC TANK FEE BEAMS & LINTELS $ SEWER POOL H. W. HEATER CONN. FRAMING SOLAR HEATER $ AIR COND. $ GAS FINAL MOTORS $ CLEAN UP $ FIXTURES SLAB INSPECTIONS DATE BY RE- INSPECT SLAB RE- INSPECT BY ROUGHING I SPECIALS PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE REPAIRS SPECIAL PERMITS $ SEPTIC TANK FEE TEMPORARY SERVICE $ SEWER $ H. W. HEATER CONN. $ SOLAR HEATER $ RANGE CONN. $ GAS $ MOTORS $ $ FIXTURES S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING TUB & TOP OUT SEWER SEPTIC TANK SOLAR HEATER FIXTURES GAS CONTRACTOR 4. �„� ECE'G7/Li Cr PHONE PERMIT NO. /C,(/ 1 DATE / " --6 FEE $ / a NEW BLDG. 1 ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. H. W. HEATER CONN $ RANGE CONN. I RANGE CON $ MOTORS $ FIXTURES E � 4,_ ,/� // 49 e.„( - $ S INSPECTIONS DATE BY RE- INSPECT BY RE - INSPECT BY TFMP. SERVICE I ROUGHING H. W. HEATER CONN I RANGE CON TT�� _ ,42 - / 6f�$%1 6(c�c_ ¢ i - — E � 4,_ ,/� // 49 e.„( - FIXTURES & FINAL J 0 4 CONTRACTOR PERMIT NO NEW BLDG. BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS DATE I ALTERATION ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE ADDITION PHONE FEE $ REPAIRS BY Z -� OWNER'S NAME MR. & MRS DELBA L. CHINS PRESENT ADDRESS 55 A. 94th Street LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 55 N.E. 94th Street DDT 19 & F *18 ADDRESS 42h4 E. 10th BLOCK 4 Ave, Hialeah Mimi SUBDIVISION Shnrppq Sec PHONE NO. T. LICENSE NO. 1857 GENERAL CONTRACTOR SOUTHLAND ALUM[ SCREEN CO, BUILDING PERMIT NO. 5270 n DATE 4 °G-5 / aq PERMIT FEE $ 50 BUILDER'S BOND NO. DATE ZONE Scree I ,; REME O S CU. FT. PLAN CUBE 10 1 CU. FT. EST. COST $ 55 b'b DRAWINGS, SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY C0 HO arkel DATE TYPE �creen NEW CONSTRUCTION . 7 4-i STORIES One I ROOF CONSTRUCTION I screen INTERIOR CONSTRUCTION REPAIRS DESCR IPTION screen patio enclosier ALTERATION DESCRIPTION Lida T/$x cJC = /Z �c5 r. "Mr 0 7�� 3 ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. e '3 t- (- c ISSUED �, �n //�� 1 /�'�` -(� BY S ,, ////ryry�� /A•_ 1 - 4 6 TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE I,JSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE BEAMS & LINTELS S SEPTIC TANK S FRAMING S SOLAR HEATER $ GAS S FINAL S INSPECTIONS DATE BY RE- INSPECT BY CLEAN -UP BY ROUGHING CONTRACTOR PHONE PERMIT NO DATE FEE S NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE S SEPTIC TANK S SEWER S SOLAR HEATER $ GAS S S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING GAS SEWER SEPTIC TANK SOLAR HEATER • FIXTURES ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR PHONE PERMIT NO. DATE FEE S NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES S $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE ■Y OWNER'S NAME John V, Nelson PRESENT ADDRESS 370 N.E. 107th St, LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 55 N.E. 94th St0 LOT 19cEk18 BLOCK 4 SUBDIVISION ms Sec. 1 GENERAL CONTRACTOR Joe Cherney ADDRESS 857 NOE0 98th St0 PHONE NO. LICENSE NO. 12948 BUILDING PERMIT NO. 3.25 =52 DATE PERMIT FE 18000 7 - 9.1 _jy BUILDER'S BOND 1414 To 3. j NO. DATE ZONE REQUIREMENTS 209000 CU. FT. PLAN CUBE 2Oa884 CU. FT. EST. COST S 149000 DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: DATE x NEW CONSTRUCTION TYPE CBS STORIES 1 ROOF CONSTRUCTION tile and built INTERIOR CONSTRUCTION up terrazzo and oak floors REPAIRS DESCRIPTION piaster mils and ceilings 3 bdrm. 2 bathsp lining room with dining ares 2 car garage ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ! ( ‘,� ; ISSUED , ` '-''' BY t ' TO dS Zs'.'' BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS ' DATE BY BY RE- INSPECT BY RE- INSPECT BY FOUNDATION 3L l _ FEE TEMPORARY BEAMS & LINTELS _ .- J .< � 71 / SEWER ti SOLAR HEATER FRAMING ;)- i) / •J '-- $ GAS FIXTURES $ $ $ -- - - - DATE BY FINAL T. ).. 3-S7 -qac_4,... RE- INSPECT - -- CLEAN-UP ., / P CONTRACTOR PHONE PERMIT NO. DATE FEE $ NEW BLDG. LADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE _ FEE TEMPORARY $ $ / �- _ $ [[ SERVICE SEPTIC T7 St�IC & � 71 /p / �Z- o Y J SEWER ti SOLAR HEATER MOTORS $ GAS FIXTURES $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING 7-5 Z / P GAS ROUGHING • 6' J d- h SEWER H. W. HEATER CONN SEPTIC TANK RANGE CONN. SOLAR HEATER FIXTURES & FINAL FIXTURES 7 . - . ' - ' - ' • i,'s • 5 1-- .o CONTRACTOR PHONE I PERMIT NO. -•J , I DATE - - . - FEE $ ,, NEW BLDG. I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE - INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING • 6' J d- h H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL 7 - 1--3 -S 3 BUILDING SIIECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE , s !- . ✓ BY r!E TRO -LADE METROPOLITAN DADE COUNTY. F!.Ul?Ipp.% K .►` �� 1ETRO -DARE FLAG(-ER BLitt DING BUILDING CODE COMPLIANCE Orric METRO -DADS FLAGLER BUILDING 1.10 WEST FLAGLFR STnLE t. ;t - i' TF PRO1)UC1� CONTROL NC) ICF, OF ACCI�;1''1'AN( l; MIAfv11, FLORIUn ?131? t5 >3 FAX (305) 3752500 Seeurily Aluminum Windows & Doors 5100 N.1V. 72 Avenue 11i:►nti, FL 331(16 Acceptance No.:96 11828.01 hx pir es :06 /05 , I,proo ved:06105 /97 Internet mail address: poslrnaster @buildingcodeonline .corn CO BUILDING CODE CO MMI I i l•:i: PRODUCT CONTROL DIVISION (305) 375.7502 FAX (305) 372 6339 Your application for Product Approval or: Series 3000 /11riminurn Sliding Glrr.v.ti under Chapter 8 of the T`felropolilan Dade County ('ode ,governing the nsc oi A11ernale , \rarer;: is ;In lyrics of Construction, and completely described in the plans, spcciiicalions nod calculations as suPi fitted I, 1 pp /ic'unl, rllorro with Drawing iVo. )) -27, .5' /reel.' 1 1/rru 3 of .(. (1•or listing, Jee Section 5' oflhis /Notice of Acceptance) has been recommended for acceptance by the 13uildi02 Cole Conll,hance ollice to be used in D:Ide County, Florida tit tder the specific conditions set forth on p:3,es 2 et. :tncd the Standard Conditions l.ln page 3. Ibis appr )val shall not be valid alter the expiration date stated below . 1 he 011icc of Code C.'onlpiiant .: re the right 10 secure this product Of lll.ilerial at anytime Imni :i Jobsite or nl:tnul :lcturel's flail( for ,lu :Ili(v control testing. 11 this product ell nl.lterial tails to perkirlil ill the approved manner. the 1 ode Compliance °t nlav revoke, nlodilw, or suspend the U: klt such prllducl or nlnlerial ilm edi :lief•, 1 he applicant shall re - evaluate this product or utatcrial should :my :Iillillell(Illlellls to the South Florid:/ liuildin4 Code he enacted al ectin�, this product or material. .1 (3uildini: ('ode Compliance Orrice reset the the rioln to revoke this approval, if it is determined by the l(1Iil(ling Code Compliance ()!lice that tilk product or material fails to sleet the rcquu -menis of the South Florida 13ulldln_; Code. The c. .\pi llse of such testing ■vill be incurred by the nlanul;l(:turct. I:aul IKodT Product C.'01111:.;1 Supervisor 'I'lIIS IS THE COVERSIIE1.'I', Sl11; ADDITIONAL I':\(;1. :s FOIL SP'I';(:II'IC AND (;I..NL1Z,\1.. This application for Product Approval has been ievie ed b'' the Metropolitan Dade Comm. Iiui!din, Code Compliance Department and approved by the Building lode t'olmnittec to be used in Dad County, Florida under the conditions set fot th above. �� Y /J � Director 13uildinu, Code Compliance 1k111. \ietropolitan Dade ('-1univ lionlepage: ilttp : / /www.buildingcodeonline.conl b�ecu r'tl\' .U111lnlull! \\ ru(lum (.\ 1l(11)t ,\1'I O\'I:I) h :N1'lI.E,S NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUN 0 5 1g07 JUN 0 5 2000 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum sliding Hass door designed and tested to comply with the South Florida 13uilding Code, 1994 Ldilion for D:rr)c County, fur the locations ((here the pressure rec111ire111c11t:< :I determined by ASCII' 7-83 "N •l:)esi'n•Loads lnr 13t:ddinr and Other Structures ", do not cxccc,1 Design Pressure Rating values in Section 7 and within the limitations contained in Section 1.2 ,Model Designation: Series 300(1 Standard Aluminum Sliding (;lass Duur 1.3 Overall Size: 18' 11 wide by 8' 0" high x 3 - 1/2" deep. n 1.4 Configuration. OXXX 1.5 No. & Size of Panels: Four on four tracks (one track Ior screen panels): One fixed p.utc•I 58' 05 -3/16" on interior track, two center panels 58 -5/8" x 0 moving on intermediate track and one moving panel 58-1/8" x 95 -1/8" on exterior track. 2_ MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material: Aluminum alloys 6063-T5, 5, 6063 -"1 6 and 6005-T5. 2.2 Glazing 2.2.1 Glazing Material: Dull lite, 3/16" tempered glass. 2.2.2 Glazing Method: Channel glazed with 1/2" elar.ine penetration using :, flexible channel vinyl glazing bead (Part N WV 2.2.3 Daylight Opening Size (tested unit) Each lile approx. 53 -3/16" wide by 91" high. 2.3 Frame Construction: 2.3.1 head: A 0.375" ext./int. lace x 7.062" deep x .06 wall thickness extruded aluminum lour- tract: channel. (Part ;1 050 -00 -109) 2.3.7 Jambs: A .750" face x 6.010" deep x .062" wall thickness extruded aluminum 3 -track jamb (Part 11 050 -00 -437) \vith three pairs 01 for weatherstrips and two screw splines. 2.3.3 Track: A .415" high x 7.047" wide x 2.025" high overall i sill flange (\v!sil1 adapter) x .078" wall thickness extruded aluminum double track is used at sill (Part :1 050 -00 -420). 2.3.4 Corner construction: Butt joints, each frame corners ntav be secured with two `S x 1 " frame assembly SMS. 2.4 Panel Construction: 2.4.1 Stiles: Jamb /Lock male stiles consist of a 1.875" r :rte x 1.07.1" deep x .062" cyall thickness extruded aluminum hollow tube with a .376" wide x .SS7 deep glazing pocket (Part g 051 - 0I0) - 351). i \straiia1 (female) meeting stile consist ofa 2.437" lace x 2.906" deep x .062" wall hollow alum. tube with .376" widex .875" deep glazing pocket and two grooves 0 r weatherstrips (fart ii 051 -00 -44 Interlock stiles are 2.766" face x 1.766" deep x .062" \v ;tll thickness extruded alum. hollow with a .376" wide x .875" glazing pocket and one groove for weatherstrip (Part 11 031-00-50-1). 2_ - 1.2 Rails: Top rail is a 2.055" face x 0.038" deep x .062" wall thickness extruded aluminum t,the with a .376" wide x .587" deep glazing, pocket, (rile ~crew splines and two grooves for wcathcrstn (Part 11 051-00-383). Bottom rail uses the same extrusion with two \vhecl assemblies and a 3.4" 3/4" x 44 -3/4" long aluminum tube. ,\lantt'l Perez. I'.1;. Plans r:yltinnier 11 Produ\t Control Division 1 c c 11 1'It) . \I ulll!Iltllll 11 ti ul\ o or' 2.6.2 Two 2.6.3 - f ∎vo 2.8 NIuntins: None 2.9 Reinforcement: Quantity Description 2. Four NO "I'lCE OF , \CCL1' 1': \\CE: \(t 1•.I' 1 . \, \(l., ;; \4I.: 9(,- wi2`S.111 Al >1'lZO\ f:l) SI'I X; IF IC CONI) IT! OiNS : JUN 0 5 1997 JUN 0 5 2000 2.1.3 Corner construction: Panel corners are Hutt joined; each panel corner smiled ■\ itlt one 1" SIMS. 2.5 Weatherstripping: Quantity Ucscripfioli Location 2.5.1 Single row Pile with integral plastic fin At frame jamb, on exterior side each panel jamb or lock stile. 2.5.2 Single row Vinyl flap (Part J WV -2213) At frame jamb, on interior side each panel jamb ur lock stile and at exterior side ()leach panel bottom rail. 2.5.3 Single row Vinyl bulb (Part # WV -3127) At each panel interlock stile. 2.5.4 Double row Vinyl flap (Part 11 \VV- 221 At each panel top rail and female astragal stile. 2.6 Hardware: Quantity Description Location 2.6.1 Six Reflecu file 1 '.) 35 Series with I= -tab. Une at each end of each moving panel Tandem Roller Assembly adjustable bottom rail. metallic wheel in metallic housing. DNS 1'U0 Series surface flush mount One at moving panel lock (male) stile metallic hook lock and jamb stile , 41)" from bottom. Silver knight 3/16" steel security lock One at each panel interlock stile, 16" pin. from bottom rail. 2.6.4 Sixteen Plastic guide. One at each end ofeach panel top rail. 2.7 \Veepholcs: Quantity Description Location 2.7.1 Two 1/2" weep notch One at 1-1/4" from each end of screen track. Location 3/4" x 3/4" x I /S" \vaIl x 44-3/4" ion,.. One inside ofeach panel bottom rail. aluminum square tubes. I lanu •I Perez. P.E. Plans ntncr II Product Control Division ticcuriov Aluminum 11 i►Iduws Dow, 2. 10.2 Two . \(•( I.I' l .A.NC.'I'. I'l'IZO\'El) EXPIRES NOTICE ICE OF ACCEPTANCE: SPECIFIC CONDITIONS 96 -0' 2S.t) 1 JUN 0 5 1997 : JUN 0 5 2000 2.10 Sealants: Each frame corner, installation screws and all panel corners are scaled with .S Seal white and aluminum colored sealant. Quantity Description - Location 2.10.1 Four 1 - 5/8" x 1 -3/4" aluminum closure with One at top and bottom or each panel a closed cell loam, secured to stile wish interlock stile. one #10 x 1 corner panel assembly screw. 1-1/8" x 2" closed cell foam pad . One at top and bottom of frame jamb. 2.1 1 Additional t)escription: A 2- 1 /4 ' 11112,h overall interior sill Ilangc is used. [dual Ieg frame jwnhs. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Other configurations allowed: (.)X, XO, XX, OXO, XXX, ()XXO and XXXX. 3.3 I lead receptor is not allowed to he used in this installation. 3.4 For Design Pressure Rating vs. Door Size, sec Comparative Analysis Tables in Section 9. 4. INSTALLATION 4.1 Screws and Method of Attachment SILL Double Rows or 3/16" x 3 -1/4" I apcons, located at 6" from corners, and the rest al 24" o.c. - max. Min. penetration shall be 1 -1/2" into masonry. 11E:A1) : Double Row or 1110 x 2" 1 11 SN1S, OR 3/16" x 3 -1/4" l apcons, located 6" from corners and the rest at 24" o.c. max. Min. penetration shall be: I -3/8" in wood buck and 1 -1/2" into masonry. .JAt1\IBS : Double Rows of #10 x 2" P11 SMS, OR 3/16" x 2 -3 /4" l apcons, located at 6" from corners and from each side of lock centerline, the rest at 24" o.c. max. Min. penetration shall he: 1-3/8" in wood buck and 1-1/2" into nrtsonrv. Fixed l'anel: Fixed panel jamb stile is secured to frame jamb with live aluminum anchor clips each located at 4" and 26" from top and bottom and one at ntidspan, each secured to stile with one 116 x 1/2" Self Drilling Screw. Four 1" x 7/8" x 1/8" x 5" long alum. retainer ans,lcs in frame sill, on the exterior at astragal stiles and each set of interlock stiles and one no the interior of fixed panel interlock stile, secured to frame with three 1110 x 2" PFII SN•IS. Note: Please see note # 1 1, i'ae 3 .4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall he designed by the Architect or Engineer of Records and must he in compliance with the South Florida i3uild1112 Code. -2b- M an ►cl Perez, P.E. Plans ,Y •amincr 11 Product Control Division MIAMI 4 51RES JOB CH / ADDRESS VILLAGE, FLA. INSPECTION TIME READY r- N? 5877 REMARKS: INSPECTOR DATE 'FES I' l P:.I I.I), \l)ti l)ESI(:N I.o \l) AIR INFII.. RATION u, I.57 PSI' Sr13C PA 202 -94 (0.37 CFM FT 02;7 _ r\1!I l' I: rt. -1 3u3 UNIFORM STATIC PRESSURE DESIGN LOAD SFI3C PA 202 -94 POSITIVE , •16.6 PSF I I L -1303 =46.6 PSF FIL- 1303 UNWORN.' STATIC PRESSURE DESIGN LOAD SFI3C PA 202 -94 NEGATIVE -16.6 PSI' FIT -1303 -46.6 P';1' r'I L -1303 WATER RESISTANCE (PSF) ASTM E547/E33 I '9.00 PSI r 1 L -1303 +60.0 I'SF FTL- 1303 UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM E330 PA 202 -94 POSITIVE 30 Seconds • 65.0 PSI: 1"11. -1303 = 1 3.3 PSI' F'I -1303 UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM E330 PA 202 -94 NEGATIVE 30 Seconds -65.0 PSI' Eft- -43.3 PSI FTL -I 303 FORCED - ENTRY. RESISTANCE (FER) SF13C 3603.2(b)(5) and AAMA 1303.5 -76 NO ENTRY Eft-1303 Ucsng.n Pressure Rating (Positive) 443.3 1'tir Design Pressure Rating (Negative) -43.3 I'tiF For Design pressure Rating vs. Window Si/A., see Table in Sccliun 9 "('umparalive ,\nalysis' 7. TESTS !'EIZIOR1\IEl): :\pl'izv \F1) : JUG 0 5 1991 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS _,i5 2000 4.4 Fasteners must have their own Notice of Acceptance and must he made or stainless steel or Il,l\ c adequate protection a�.�alnst corrosion, per DIN .5001;;. Aluminum contacting metals not considered compatible shall be properly protected. 5. II)ENTIF ICATIUN 5.1 Each unit shall bear a permanent label with the manufacturer's name or lo`,o, city, state and follo\'.in statement: "Dade County Product Control Approved". 6. USE 6.1 Application for building permit shall he accompanied by two copies of the Iollo\wing: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawin`, showing sii.c and location, Includinu, Ilclt'l(1 above grade ul opening to receive door, mean roof height length and width or building. 6.2 The 13uilding Of - licial shall ensuic the adequacy of door to sleet the pressure requirement of the opcninr in which it is to be installed. 6.3 Note: 'I'11c installation of this unit, will require a hurric:inc protective system. It1;�U1.'I'ti: - ? - main •I Perez, P.F. Plans / 1 lI111I1er II Product Control Division A PI' IZO\T1) EXPIRES NU 1'ICE OF ACCEPTANCE: 1)1-:( HC CONDI I IONS 8. EVIDENCE SUBMITTED 8.1 Vests: 8.1.1 "l'cst reports on I) i \ir Infiltration 'Pest, per PA 202 -9.1 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) \'dater Resistance Test, per P,\ 20 4) (Forced Lntry best, per SI:13C 3603.2 (b) and P/\ 202 -94. along -with installation diagram and ntatked -up drawings o! an aluminum sliding 0.1 ass doer prepared by Fenestration Testing Laboratory, Inc. Nn. 1:T1.-1.103, dated May 9, 1906, signed and sealed by Gilbert Diamond, P.L. 8.2 Drawings: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Drawing No. \V96 - 27, Security' Aluminum Windows k Doors, Aluminum Sliding Glass Door, Sheets 1 thru 3 of3, prepared by Al- Farooq Corporation, dated 08108796, revised on 04/281.97, signed and sealed by 11umayoun Farooq, 8.3 Calculations: 8.3.1 Comparative analysis and anchor calculations, prcpaicd by AI Farooq Corp., dated 8/3/96. signed and sealed by I Iumayoun Farooq, P.E. 9. COMPARATIVE ANALYSIS: See "Design Load Capacity - PSI:" Chart on Drawing No. W96-27, Sheet 1 of 3, bearing the Dade County Product Control approval stamp. It). TYI'ICAI,,DOOR ELEVATION ION ANI) CROSS SECTIONS: See Security Aluminum Windows fi Doors, Drawing No. W96 -27, Sheets 1 thru 3 01 3, bcarin2, the I.)adc County Product Control approval stamp. - 2d- JUG 0 5 1997 .1[1R__0 5 2000 \last cl Perez, P.E. Plans rt)niner II Produci Control Division 5. l• :NI) OF '1 IIIS AC CI,t''I', \Ncl•: 1 O \ : I. \I'I1ZI ;S NOTICI. OF :\CC'1:1'l ANCf: SI'ANI).\RI) CONDITIONS : JUN 0 5 2000 1. Renewal of this Acceptance (appro.,;,l) :hall he considered alter .i icnck■al .J Iic; on Is Lccn ItIcd and u:e ni_u,al submitted documentation, including test supporting data, engineering documents, arc no older than ciy.lu (fit \ears. 2. Any and all approved products shall be permanently labeled w id) the manufacturer's name. city, ;tale. and the Inlluw irt_. statement: "Dade County Product Control i \ ppiovcd ", or as specifically slated in the specific conuiliuns of this Acceptance. - 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida I3uilding 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: cl Ifthe Acceptance holder has not complied with all the iequirements of Ihis acceptance, include,, the correct installation of the product: (.1) 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 he cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revisinr, application with appropriate Ice) and !,ranted by this office. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: h) ,Misuse of this Acceptance as an endorsement orally product, for sales, advertising or any other purposes 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the e\piratinn dale may be displayed in advertising, literature. If any portion untie Notice of Acceptance is displayed. then it shall he dune in its entirely. 7. A copy of this Acceptance as well as approved drawings and other documents, \vhcre it applies, shall he provided to the user by the manufacturer or its distributors and shall be available for inspection at thcjob site at all singes. •1 he copies need not be resealed by the engineer. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2. 2(a) through ?(d) and this last page 3. Items 10, 11 & 12 listed Irclusy only:11ml). to .1:trccl 1)rotlucts_tt►tl doors 10 Unless specifically in.dicntcd in the Acceptance (appinval?. this unit is appio\ed as a snort unit int.ta!IaUun. for multiple installation of this unit, a separate A \cceptance for mullions is required from the Product Conuul Section 1 I . The spacing of fasteners at window sills shall he as indicated in Section •1 of this Notice of Acceptance 'I hr ;pacing of fasteners in all other parts of the fame. shall he as indicated in Section .1 ()IOUs Notice of Acceptance. but in no case shall exceed 2 -1" on center. The lira fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the puck, which shall be the same size as the one tested •,■ith the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Flury prevention. Chapter 36 oldie South, Florida Building Codc. • Man tel Perez. P.F. Plans f :.c ii 11 Product Control 1)i\isinn L rOVREI. CoH.RETE RCOUr1CD -� POunED COrK:RCTE On CotICRETt BLOCK rrALL REWIRED / t0 x t/; S. S. . •1. s. 0 o. C. 1 r p0LFTC COr1CJTETt7 R Ew,pED LS - ^.1 = T • 1 , i / i� / //i COHCRttt NrC}gF5 1 (SCE SCFCDULt) WALL MOUNTING INSTALLATION - SECTION A SCALE: 3/8 = 1 // .--- 1.1ocr 1/4' 0 -20 S. S. 5. 1.1. 5. Iv/FULL PCNE1RA110H 410 RAWL CALK -114 AHC> (SEE SCHEDULE). S u. S. • / 3/o s/ 6 (D MY N&DN 8u5HING. (T TOP). / 10 . S S S. S. 10. S. 1:+/3/6 0 • 5/TS lO•■C NYLON EcuSsaDtC (Typ.) I SCC SCHCDULE coq uui u. SEP.JATa1 • 10 c1\SS Or I C1Is *+MC0.• 1 OR 5. C. D. 1rI - \/V\ 4 O On 10 • 3" S. S. S. u. S. (v/ 3/6 o x 7/8" LDNC NYLON BUSHING. (Typ. 130710u). .0 OR© 5/8" HOLE 10 INSERT SCREW THRU SILL INTO ANCHOR (REuO INSTALLATION) COYER 111TH NYLON C. P. go N Q 10 • 3/C S. S 5 N. S. 0 6 0. C. EDGE OF S)-8 IF APPLICABLE REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1 SCALE: 3/8 - 1" POL'RCO 03•ICR(7t F (OVIRCO \ i / / / /// //// 10 x T S. S. S. 14. S. tit/ 3/6 0 • 7/6 LONG NYLON BUSHING. (Typ. ErJTTOU). WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/8 = t' Pc*P1D ter OR W•/"'9tTE BLOB( PALL RCOuRED - CONCRETE r0 13$11 (SCC SCHCDULE) (SCCSC'COULC) Q 10 • T 5. 5. S. u. S. w/3/6 0 = 3/6 LONG. '.04 8t' 41HC (Typ.) -SCI 5CHCDLL7 FCn uulluUU SE7ARAT10rl 'r TO CLASS Or C:GTIHC WINEYN OR S. C. 0. COrr:RETE ANy110R_'2 (SCI. SCHEDULE) Q 10 • 1 S. S. S. u. S. 0 6 0. c. (� S S CHCDUZ) - SECTION 01 1 'r/ 3 /Er 0 • 5/0 LDr +- NYLON BUSHING. (T T OP). 4 g r: Q I 10 • S 5. S. S. H. S. 1 0 ✓ 5/6 LOrr HTL71 B.ro -tit4 (Tn.) S. 0 POJ RED CON CRETE REOU rn 10 r 1/Y S. S. u. S. 6 0. C. 00q0 - ALTERNATE 1.500 1/4 0 -70 S. S. BJLTS a /NUT 47 11A 1O 0 1 r o. c. r a S OR 4" OR 5 = .115" ALUJINUU ANGLE WALL MOUNTING INSTALLATION (OFFSET) SCALE: 3/8 ° t' \L \ \\ CD SEE SCHEMAC [ r.,A uwutN sZPAAA7CN ' S" 10 CUSS Of E xr nr+: teiNDOW 041 5 C. 0. INSTALLATION DETAILS 4 la x 3/4" S. S. S. W. S. 0 6" 0. C. • 2' • .125' Alum. ANGLE Cont. (6063 -76 ALLOY) POURED CONCRETE F 5. 10. S. 0 6 0. C. O / \ i , 1 1- 1 \-\\\\\\ I \ 0R OR@ 1 10 x 3' S. S. S. u. S. - IV 3/6" 0 •N / lA). SECTION 8 SCALE: 3/8" = --1yJ0- I II 1 U /2////./. j (( // // /'/ /)//vi // EDGE OF SUk13 -E. 0 COHCRCTC ANCrf1R (SEE SCHECULE) CEILING & FLOOR MOUNT. INSTALLAT. 1.000' 2.000' 1/4" 0 -20 S. S. S. 64. S. Tx /Elul. FENE:TRAIION 11410 RANI. CALK -IN N1.HOR (SEE SCHEDULE) REMOVABLE FLOOR - SECTION B2 f 10= T 5. 5. S. u. S. R/ 3 /Er 0 • 7 /6 LONG NYLDN HUIG. (Typ. ElDTT01.4). f 10 = 3/4' S. S. J 10 = 3/1' 5. S. S. W. S. 0 6 O. C. 1 I D • T S. 5. S. U. S. 1r/ 3/6 7 / 6 LEA"; NYLON B:.9 U0 . (1yp. TOP). / IF APPUCASLE �/ O CDR MOUNTING INSTALLATION ILIECO1... nLLIT TESTIS° & Dr01PCIIf1N0 0014PAPT1 07:4 ta. v. 3 . t Co. III 1 _' = NOW-. X11 Poe : ( S)711 -16J0 . re 1 007 -+at CzA4.1•t A. TWL1JT .. P. C rLORlDA Uc. 1 44167 (sCL POURED Ctr1C1+R REOUP1M EDGE Or STJ.B F APPLXJSLC POU at2s CS+C IrCT C RCOUOtD P7JRED C(r4:RETE CR CCr1CRETE DLOCX • S S. S. WALL RCOVIRCD .5. W/ O r 7/6 HtL0'4 BUS)-N'. 190770 , J). WALL - SECTION C -0 OR © E. SCALE: 3/8 = 1" 1 MOUNTING / S .tl� KVd:r:Vv AH 1 u; J 10rr S. s. S.- u. s . a 3/6 0 . � /ff r LO , 4 N•CO• uvSlHrti Orr TC7 11 \ ALTZ7L•I■Tt J 10 = 3" S. 5. S. u S. W/3/6 0 I . 5/6 LUIc +r11W BU9 - irr (1,p ) L51 SC 4CCrJLE YOR LJn. scrARAncti ' To c1A.S5 or CJ05n,,; w:HCG`r OR 5. C. 0. CC7rCACC Ai!.C (SEL SC) t JUJ) MLTtRTtATE By ASSA / ECONOMY ACCORDION SHUTTER Cr.. O ROLLINGSHIELD, INC. 19) 8900 N.r4. 119 STRE C1 KAUAI. r1OROA 3.3018 C» =.•. 0. CSI PPRA � 1] D 11 II II II 1-1 M © 10 = r S. s. t1/ 3/6 0 a L 7 /a LONG 1.00U u�r, N OUSI (Tyr. T)OTTOu). 04i � T • s 1/C 0 -20 S. S. 00115 C01 S = .12� <7 /NUT 40 wA511CR Acu•ar LJV Al G1E 12' 0. C. INSTALLATION (OFFSET) SCALE: 3/8" = 1 E. D. - EOGC DTIAl SCE so■Ecu.0 ON 1EET D or 9) A 10 • 3" S. S. 5. U. 5- r/ 3/6 0 x 7/!6 LONG" al/5)11147o. (Typ. !?0710 � ) /S S. S. S N. S R X3 /16 a Num. PO O s O. x c. ALTERNAT ANCLE CA:1 E)E L0 1 D SPECS AS r s tt oym rohrl REAR INSTKLATX) N. EDGE OF Si A3 IF AP1='L)CABLt r i OD• C \-T-F: T. °Lll Li1:ZS.T'J -'.ING CODE C'SM: L1A\:CE O: ArrF.Ov1.0 As ct1MrL'(Ir)G 1r: ;111 1IIE SOU1:1 Ft Q : :'(U1 81);i o;i :l; CODE DLTE �U0e 29 la r1 r ,- rl.tluC1 CON! L I);VIS :ON nu DI; :G CODE COMPLIANCE OIFICE F,cc(PTArNC( ttoQg -5.. 3 L DADE couNTY AS 9•010 . 4 SCALE 2/16/98 GATE 98 - 14 DRAtx40 110 $I.lcr2 2 or B HEADER -WALL MOUNT. SILL -WALL MOUNT. (INVERTED USE) .582 3.875 ,.elY--- }-I.3I2e I I 1.196 1'6191 2. 000' - 2 3.875 SCALE: 3/8 = 3.234 r.7S.!.; 2.048' 1 tit 3.025 © SILL SCALE: 3/8' = 1' .452' .057' , to. © 180' STARTER SCALE: 3/8' = 1' r T 1 r = MALE LOCK SLAT SCALE: 3/8' = 1" 6.582' 500, 3.856 .375 - 1 .D56' t )-- .452' L © FEMALE /FEMALE ECONO BLADE SCALE: 3/8" - 1" .4 T5 3.230 SCALE: 3/8' )- -2.041 3.02 5 SILL SCALE: 3/8 = 1' .549 0.582' 5 HEADERS -WALL MOUNT. © 90' STARTER SCALE: 3/6 = 1' 1.9� - -{ �1.5� - t1' F-- 1.756 --II 2.D3S�I 2276 i 4.350' .452 - J 0 FEMALE LOCK SLAT SCALE: 3/8' = 1' © SILL BOTTOM ADAPTER SCALE: 3/8" = 1' .582" 3.155 3.031' o6.r Ty?. 1 .452' 0.168 © LOUVER BLADE svLE: 3 /a' - 1' COMPONENTS HEADERS -MALL MOUNT. © HEADER CEILING MOUNT. SCALE: 3/8 = 1 3.856 Soo 7 5 .Tr5 � 5.30' u ` .056 - _D FRONT ELEVATION JO OUTSIDE LOCKER n 1 SCALE: 3/8' = 1 1 °61 1.374 -{ 1.120 -r-- 2.000' 11 3.031' 3.155 3,24' 052' Typ, SCALE: 3/8 = t" SILL BOTTOM ADAPTER SCALE: 3/8 = 1" 1/1 0 - 20 5. 5. 7HU149SCRE'KS 1 © LOCKING PIN SCALE: 3/6 - 1' 17' F.1111. FOR UP TO 9'--0 SHUTER SZ10E LENGT7 - 45 . 24' Vin. FOR SHUTTER BLADE LENGT1-45 GREATER THAW( 3.7 50 - PLAN '1 r-.125" 4 ,125- I I E� j SIDE ELEYAT',ON ® INSIDE LOCKER /` 2 SCALE: 3/8' = 1" t1 fsa r1A t;1' . d 4 V::•_ ..J I _ .� 1. ACCORONCr4 SHUTTER HAS BEEN 0(SICUED IN ACCOROAVCE 1+'111 -4 111E QA: C COuNrr, 1994 E0r7104 Or TM( sot/7H R0a111A 6UL01NG COOL. DESU7 8 u w:11, 11 0 LCA05 SARI BE OETERu+C0 AS PER SECTION 6 Or ASCE 7 -8R w:11, 3 BAS 5' E W1N0 ECO. A HLT 0 0I34t STTEFTS LIA LCCOCY FCE1 IWPACT AND FATIOJE R(,1STArk:( RAS MEN V J II)(0 +.r ut AOCORD10E Tint SECnONS 2315 & 2314 R1SPCCT7.tlj C` T7C A00"t uE n COO( 2. STARLESS Sita SHEET uCTAL SCREWS USCG Al LOU\tR rtl SHALL DC 1 10 t10-KT Litt:NUu SEXES I'/ 135.0 bs Y1E10 T`0N -i (T & 180 I. TENSLE STR(HG1)4, Srn:ws SALALI BC C0+TE0 11TH rriAri 5000 SERIES rLUOROPOLYU(a cc-Antics A.5 1 Ur: AHUr4CTC0 cry 1Y HrT'ORO Co, 80x 507. o'CST CHESTER PA 19381. 3. ALL ALUUI4Uu ErlRUSONS 9011 8E 6063 -76 ALLOY (UtTLESS 01' CR'TC HDTC)) 4. ALL scROIS TO BE S7A411LSS STEEL 301 OR 316 SCRI(S w/ 50 41': 'oar) roan' NIO TEHSLE STR04CTH. 5. ALL 4 IJfl)U PCP R1t[ S TO BE 5052 ALUurIUU A:10Y wTTI AIUUUIUU 11�Ll AH1. 6. D3LT5 70 BE 2024 -14 ALWNU4 ALLOY CALv/.`t12(0 EYT S STEEL •1:H 35 t.: trtott4nJ YIIpu14J YELD PONT. 7. AV,:HORS TO ''44,. LULL BE 45 F 0LL'4 0S: (WILES:, 0711CP'' C H0710) (•) 10 G4IST144 PCAIFEO COrlCPETE: - 1 /C v TAPC0 ANCHORS, 111 UANVr*.cru;GD PALL pn (C0 r10USi%:.LS t /_ - 1 /4' • 918=U 24.44∎[ R4I.'4 AH n N.t - CMOS. 4.5 LW r11RC0 D0. 14.7 Y 111E R 1E - I/O' 1 . 1/5 PAW, CAU: -IN A5 tA.HuFAcTUP..CD 1.i( THE RA'ht rur: (0k'/.r4, lc. NO1 3: 4.1) uNULv D+ Or TAJCJN A.:1C)40R, r. 0 p:'j;t0 CONCRETE r, 1 3/4' UuIIULAI Eu9EOUENT Cr PAWL Z414 H 4C NA4U 15 1 1/7 A 7/6 RAwt CAUi - II1 AA :1 - IORS 5)4A1L BE CNrPELY (t010010 P(:0 THE rOUR(D coe8 :ROTE. HO DA6E044Un ►.TO STUCCO SHALL BE PCRUII t0. 1/4" 0 - SCRE445 1.3510 SHALL 01 1 1/7 LO4IC 1.4 1 I..J4, SHOULD STUCCO (XIS!. A`) 141 CASE THAT PRECAST 51081. PRECAST C011CRETE PANELS. OR PAVERS OE FOUtT0 044 4.7) 0& 1HE [X15 �1N': W CY/0�• ALL DR FLOOR. AtI5 SHALL 0E LO /r n E80VCH TD RCkC n+( 111'1 4 4 SIRIKTLI 804110 SUCH PNIELS. J*:.■.ORh;C SHALL OC ti II10C.A110 0 moil:, A.11 t 3 ' , 1. (9) TO ET45TIN0 CDs CRETE 9LOC4( WALL: .• - 1 /1' I TAPCC04 AN(740RS AS W417Ur4CTURET3 81 1.1.w. RNJSC1 04 ELCO INDUSTRIES. 1141.. - 1/i o RAW_ 31414E NAJ g UN ArzHRS AS 4.w(uFACTUREO THE n.& 1, PLLG u COro t1'. I4IC. - 1/4' v I PAM. CALK_1l AS uAHNFACTUIED 8Y TIE RA4 uN L PUJG C0rrr. It C. H 0173: 6 PAM. 8.1) UINIVUu Eu9Et1UCNT OF TAPCON ANCHORS. Ar10 RA L T8 l 0AC rw14 4441.44005 44410 THE CONCRETE a.oCx LINT SHALL BE 1 1/4'. 8 .2) 7/8' RAaL CALK-IN AroD -)RS SHALL CE ENT RELY (46101 11110 THE CONCRETE BLOCK UHn. 410 EY8EC,1AE7r INTO STUCCO S14ALL 01 r(R'A(i'4ED. 1/4' 0 - 20 SCRCwS 415(0 5)1.84,4, DE 1 4/7 10146 UrIu4U serouU) 51411.60 CX15T. 8_3) 14 CASE THAT PRECAST STOVE TYl PR ECAST COr4CRCTL P4r4CLS ['4 rouNO ON 01( ErrnNG" WALL. 4)03HORS SHALL BE LCtIC 1110068 10 REACH 111E 4.2.848 Si 1CTUPC 001010 SUCH 4AJICLS. A/ICNORACt SHALL DC AS r.01CJ.1E0 Cr4 140113 0.1) & 0.7) N1CNL (C) ANCF,J 5 BE u+S 44.163 FOl1 0vn1IC ALL Cr 04, (1ECOAAETIOAT10tIS Ar0 Sr^ECI0CA110/IS 01' 711( A NCHOR'S vA•1UIAC1UICR. 8. 6:134, (p. AND 111 xu1/Uo1F5 FOR Ctt(T R4wars Qi h 1."1 & THE STAR C & 0 All( wino" 011 PA I T 111T or EA541844 UElALS. 9. IT SHALL BE T111 RCSo0tISvy 4TH Or THE CO.: TFACTOn TO vtgrr T/1( SCrJn0' or T4( TTI SUCTVRE WH'RC SHUTTER IS 13 DE ATTACHED TO 41r5URC FI1C('ER NlC11ORAGG 40. S> R'S uAN.F V U.L AC7R(R STAMP S)L 86 PLACED 01'4 THE E1r0;C0 SURFACE OF T11( 111..444,E 1D CK SLAT (OCiuPO•1011 I ). Ot4 LABEL 51-44,4 BE P ED TOR EVERY 04"(81103. LAO(L SHALL READ AS TC4.IUw5: ROW 1rG S) -114, 0 HIALAH. ilOaOA DADE COUIITY PR00.KT CO'ITROL APPROVED. By PRODUCT r ' ='rTa•r', r 1 '- � t4 1 ACCEPTANCE': Q8- &7a ),•p4, EXPIRATION DATE ,Ajdz i RODL`_ 1 1: ; ; BUILDING C7v - - C*'..' I, L \ 1:;I0T.: , -diL1 /.?:C 6 i1': i'ICE A�i'::11' =1.0 AS C(':!•fL'iU( w :711 E T II 4 N_.E c1,11:1 �i•r':.'i 1 C;�IIiJIi :G COi1 l) © PRCJ :.Li Cu, 'lOL (llYw.(1;1 C1111DI'�G CODE COn�I'UTAt1CC OFFICE ACCEPTANCE i40.9 8 - 4��5. 61 DADE COUNTY IL`EC®INC. WALTER A. 71LUT Jr.. P. E. 67HE MIXT TLSTiN6 4. D4T131;04C CO!4PANY $4 81 v. sv.. rt. 04. 117. v4..O.& OMO1.4, aID 01 P+e : ( - w 1 -Isto 1.. (301)1 -4 ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.S.SA. 11 19) 8900 N.W. 119 STREET HIALEAH, fLOR10A 33018 41'. 4a 4.. AS Sr-10.w' SC.ILE 2/16/98 41E 98 - 14 DRAC/IN9 So SHE 1 or 9 10 = .3/4" S. $ u. S. OR 3/16 0 wit. POP WETS 0 0. C. POUR CD COuCRCM KVA RED 5' 70 S s. S. u. s. w /3/8" v s /5 LU 7t( 0 Gvsl.ur, TERIt&T1VELY TO . INECTIOH AT TOP up, • ,C 910 = 3/ 6 5. S. urn. POP RNE� 0. C. Al THS L0CAT10tl 1 r0 u:H JJN SEPARA110 ' r 10 CLASS tY Cr; 611 HC p'NXNY O R S. C. D. ////// /' CONCRETE ANCHOR (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' ©0O0R0 Ij, 00 0 @ - C ri (SCE x1- ECAILC) POURED CU•CP•1t REMARCD CDC( Or SLAB tr ADPC)'181. p 10 + r S. S. S. N. S. Si/ 3/6 0 t stir 104: K`rLOH BJ`}'t'c. (T19. TOP). 9 10 =5 S. S. S. u S. p 3/5 0 , /5 LCNC N71071 $J9iIN . (Typ. BOTTOu), 10 5. K S. 3 68 6 3/ 16" 0 A)unl POP Rr 0 0 6 0. C. EDGE D< SLAa IF APF'UCJ CE 1 10 s )(Of S . S<. S. u. S. 3 0 TYPICAL ELEVATION Num. POP R'VLTS 5 0. C. /4.1tRTUTNQT TO cot?ICCTOH AT TOP LIP. USE 910 r 3/ $. S. S. u. S. OR 3 /1 d 0 Num. POP S o 5 0. C. AT ThtS LOCATOR(. PaJ1 CO OZ out CTE RED RLOV 1/4 0 -20 S. S S. d. 5. Yf /nJu. PENETRATr*4 UrTO R '01. CALK - TI .4 ( SEE SCHEDULC). INSTALLATION DETAILS SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REOUIRED.IENTS E_ 0. 0 MCC E151 (SCE 51o S'ocn 9 Ot 9) E. 0.. POUF 0007CKTL REOURED 4Q 14 r 3/ 5. S. 5. u. S 0 6 0. C. 1" z T r .125 N urn . ANGLE Co•.L (6063 -T6 ALLOT) 1/4' 0 - S. S. S. d. S. )1 /1 PENETRATION INTO RA'al CA1.7-9-1 ANCHOR (SEE SCHEMA"). 7 /i'1 / 7.) 5/5 140.0 10 PISCRT SCRC' T1-RU 5 U 0410 AN .HCA (REv0v.aLE INSTALLATION) clDYt R TIT H NYLON CAP. p 3 /5 3 0 r 7/9' LONG NYLON 8V9 . (Typ. BOTIou). p 10 1 3/r S. 5. S. u. 5. 0 R 3/16 0 FOP RNETs O 0 6 0. C. CDG OT ShJ8 If APPLYl�'iL REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 81' P0uPf:5 CPL +CC OR COK 0 M. HOC. PL JK0 LOOT 14.,. 05.+C0 CL AraO0.2S (sa xJl:Jutr) 70 ■ 3/c S. S. v. S. Oa J Num, PCP 5 0. C. u tIALTER A. Tiwr ALTER:NAT/711Y 10 CONNEC F0N AT TDP LIP. USE 410 r 3/ S. 5. 5. H. S. OR 1 0 Nun,. PCP Ft^, S 0 6 0. C. AT TNS LOCA1x01. �0C1 TT N.:" (2 ( S0{ &t..i) ,///://///// o / REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B2' IJCO T1UJT ICS-F)40 Et 63 C.031744 O077lPAl1T ..=73 an. 5 ra, p t' . 7 , •00 ti 0+00045. R. 31100 Floe 1 (SAP71 -140 , ro t (J00lJTI - 1 WALL MOUNTING INSTALLATION (OFFSET) - SECTION C 1 ' 1 10 = S S. S. 5. u S. "7/ 3 /6' 0 1 /5 LONG NYLON BLI9-tiIC. (Ty?. BOTT011). - 1 t F- 1 EDGE of SLAB if APPLJCALLE // 70 r 3 5. S. 5, L. S. OR 3 16 0 Nurn. PCP R 0 05 0.c. By 1/4" 0 -70 S. S. 07.15 v /HUT 8 04s7cB 0 T7 0. C. = 3' op ! on 5..1:5 ALUU NUU AlXXE ROLLINGSHIELD, INC. j (aS.SA 19) 8900 )4.LY. 119 STREET 94b1LI.1J4, n.00 DA 33018 00 ASSA / ECONOMY ACCORDION SHUTTER 1 10 = r S. S. S. u_ S. 3/6' 0 = 7/01' LD'C NY1077 OUSrtuIG. (Ttr. 0.)11Ou). S. u . S. 3/06 0 PO!' R1 CTS 0 0 6 0. C. ACCEPTiL \cE QB -D7a . O 1 EYTIP- AT DATE 1`Lov C. 1 -o( r • I4. .dol■ ALTLR74 ANC..E CAN 8C PRODU � Li;.';T ^!)L DI I ST.ON LOcrc3 Al FRONT U977G THE E L 7 . 1 - D . 1 G CODE C S•NE SPECS AS SHOWN FOR REAR 0 51AL1A110tl AP7a0VE[ t.3 C(u4r11I IC 4P 111 THE • 5011111 I! UGIJA IlA:1.0M; COM. VATC.TUME rP..G000I CO;1 II OIY:S.Uri BUILD:NG ODE Of ICE ACCEPTANCE NO - 1 R - Ll6 0.5. O I D DE COUNTY 2/16/08 DATE 95 - 14 DRAWTHO Lao 9-ma 3 Or 9 0.R [T. 0. Ris v+v p. E ANCHORS O. C. URED CONCRETE :.ICRElE BLOCK WALL CUIRED x .123 OR x .090' uu TUBE TS AHOY) • Num. POP OR d 14 x S. V. S. 0. C. (Typ.) 0(3 00 2' J SECTION E 2' • 2" x .12S' OR x 3' x .090' ALUUINU+4 TUBE (6063' -T5 ALLOY) 3/16 0 auras. PCP WETS OR 1 14 1 3/4' 5. N. S. ® 6 0. C. (Typ.) 3/8 o HOLE FDR L.000NC BOLT 00 O (ALTU(KATE TO ® ) 1' 1 1' 1 125 Cont.. Awn. (6083 -T6 ALLOY) 1' x 1' x .123 Cont. Num. ANGLE (8063 -T6 ALLOY) N,1T O WI:AE TO ® ) 0 SECTION El , � -ITT 3 9 32 CONCRETE ANCHORS 9' 0. C. O oR ®d ®OR 4 6: . Oal@c,I0080c01® SECTION D NOTE : SEE NOTES ON LOC7(S ON THIS SHEET. VAUD ALSO FOR SECTION E1 AND ONE STEED SHUTTER. (ALTT7Q4l.TE TO 0 0 CONCRETE AHO8OR5 0 9' 0. C. ©tx ©DROAIDOR ®CR®OR®0® OR 0 O - O (ALTD 1L TO ® ) 2.000' 1.000' 7 0 1Q! LLl7(1 ¢0.1 POURED CONCRETE OR CONCRETE BLOCK aALL REQUIRED. ISOMETRIC (Typ. AT TOP (CORNER POST) & BOTTOM SLABS) 2.000' 00 r 1.000' 1 1/r x 1 1/r OR 1 1/2' x 2 OR 2' OR x 3 " OR 2' x 4' OR r x S x .12 - (80uINU14 AL O (8053 -T5 ALLOY) 14 x 3/4' 5. 4. S. R 3/18" 0 ALUUINUW POP RrvETS 0 9" 0. C. POURED CONCRETE OR CONCRETE 8 L00( 1iALL REQUIRED 1 1/2' x 1 1/2 OR 1 1/2' x2' OR x2OR2' x OR 2' x 6 OR 2' x 6 x .125 ALLNRIUW ASCU (6063 -T6 ALLOY) 3/1' 0 HOLE FOR (.Q NG BELT 14 x 3/4' S. M. S. OR 3/18 o ALUYINU 4 POP FINETS O 9" 0. C. ONE SIDED SHUTTER: END CONNECTION DETAIL /l 2/9? TTUJT TIOSTIHB & 12.01NCERJN6 COMPANY 073 P.a. 2.1r. C.. trti 21 esmm0 C+.1OLJG. RAM,* 511 p0 Glow 1 (103)071 ■1531) . P.o E3al227T1 - I221 CS.kLTtR A. T1UJT Jr.. P. E. ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.S.SA. 19) 8900 N.W. 119 sIRLrT HIALEAH. fl. Rt0A 33018 GT7. O CZ= 0nrg0 C>R CON AS SHOWN s c 4 11 2/16/96 DATE 98 - 14 Da.4013 1 2' • 2' • .125 ALUUIHU 0 ANGLE (6083 -T6 ALLOY) D� CONCRCTE BLOCK 11A _L RECIJIRED CONCRETE ANCHORS 0 9' 0. C. 14 x 3/4" S. u. S. OR 3/16' 0 ALLU1NUu POP RivETS 0 9 0. C. ALTERNATE CLOSURE DETAIL W/ HOT15 04 LOOS : 0rsoC L00031 ®OR OlTS10E LOC Q7 04A:1 ALWAYS BE USED FDR ANY SPAN AT INSTN.LAT1OP4 warm TMC FR 30 FEET Of BUa0IG. MO FOR SHUTTER SF'ANS GREATER TtiN4 Er -a . FOR L INSTNLITTONS A80rf 30 FEET (1.[ OF D1HC 61CAS.0 AT 14UTTFR. 690E too0E74 O V SwLL BE TTACHED ro 1! a g S 9Y wtv4S Or 2 TMn® StP2w5 ONLY IN US HC IOO( 9 • -1. E LOCHE R CO (iJ uAY E E CD AS AN D4 S CC A.DCIcI G2' ArTAo4© TO 1 AL `r 1/4' 0 -20 1 1' Lotto 5. S. THREADED BOLT C/ 1/4' 0 -20 • /Tr' • ' NALLY THREADED ■LUt.sNVU RrwuT. SEF ms ta1Aro#t DET)1. ON 1116 SHEET. OUTSIDE LOO(D1 )9. JL sr ATTACHED T RU.. dQ v/ 1/4 0 -20 S. s. lv S1OCLK EDIT 21 7/6 1:(1H0 HUT OR u/ 1 0 -20 a r LONG S. S. THREADED BOLT w/ 1/4' 0 -20 1 5/6 IN •- 1ST T1iPv,(DLD ALUUPNU RNHUT. SEE IHSTALLA11Or4 DETAL ON THIS 4 c). FOR INSTALLAT10N5 T T HIH THE FIRST 30 FEET EZLvAT10N OF BU NO 14EASURED AT BOT70si CF SHUTTER AID 114 AM MON TO OTHER OR o USED WO(ERS, A RE ULAR T L00( MAY BE US CD FOR SE11JRi PURP AT ANY DESRLD LOCAT1CN OF co4rmUArt (INSIDE OR OUTSOE). 17}01 USED INSIDE, U 4 .1UL SU'ARATk7N TO QAS3 9(ALL ALSO BE VERIFIED FRO4 THE TIP OF 51.JC.4 T LOCK OR FROU T1{ OTHER SHUTTER COUPO(ENTS st -K11.4 ON SECTION 0 (tr1-1CNEvut Ts NORE CRTICAL). D). FOR INSTALLATIONS A90vE 30 FELT ELEW:CH or BULDNC 14 CA-9.RED AT BOTTOM Cr SNUrTER AND SH SP S UP TO 8•-CF. O>.E 1 11)0( WAY BE USED 2N UEU OF LDG(ERS( I AT 14OSPAx OF CCMFRI4ATE rA0NC oursIOC OR srs0f. tyro♦ USED INSIDE, WIN2.1UU SEPARATION TO CLASS SwLL ALSO BE 'CR ntat FRG++ THE 71P OF SW-/ 7 ICC2 OR FR01.4 TK OTHER SHUTTER CJUPCICNTS S•Owx ON SECTION 0 (wr104E`ER IS wcolE CPorXIt). © S O D OR ® °R OA OR ©OR ®�© OR® ODR ®04®0® O (ALTERNATE TO ® ) 0 (ASIDE) NYL.DN SCREW HEAD ALTERNATE USE OF LOCKER W/ RIVNUT 1' AS INSIDE OR OUTSIDE LOCKER C RENEW. D 2' ACtEPTACE :• i- 0 - 1 a.• 01 E>.7. DATE • u..(u.^a-QA,c) O SECTION 01 (MULTIPLE SHUTTERS BL'.LDiNG CODE COMP Linls:;,E: OF .2£ SER1E5 94-4-4 ALUUINJU (2024 - ALL LARCE FLANGE THIN SHEE=T NUTS EFT, PART p 0620. AS 14ANUrACTURED BY AVOEL CHERRY TEXTORN. PARSPPF)4Y, NEV JERSEY 07054 OR E0U3L • J. PRODL:! APPBCVED AS COMPLYING WITH TUC SOUTH FLORIDA BUftDING CODE n DAT E Z9 113 6Y PRODUCT CO'. 2'101. DIV:S:ON BUILD:NG CODE COMPLIANCE OFFICE ACCEPTANCE NO C M - 0605. 01 DADE COUNTY 'INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 10TE5: . IN51ALL, ARE ONLY W4.10 FOR BUILDINGS Wall DESIGN LOAD UP TO 75.3 p,3.1. AND 9' -0" 1.1.0 SHUfER SPIN. I. 21E14 T • 6 P. T. 10 BE SOLI1HERN PINE No. 2. SURFACED DRY 'ATM 19 X N. W. C. ' / SPEC6IC ocusn'Y Of 0.55. ). FOR NCO.' WGGO FRAU( CCNSTRUCnCN: 1x000 UCUBERS TO BE SOUTHERII Plll[ No. 2. W/ SPECIFIC DCNSrfY Of 0.55 OR EQUAL I/C 0 -70 S. 5. BO111 0 12' 0. C. 1Y/ NJT a v 4 9-00t x HCAOCR RLOJ F2 D 5CC SC*CDULE FOR win SCPARA.r H "C TO CL•SS EXOSTOIG 1r.I100v OR S. O. D. (2) 1/e o • , 1/2" LAG SC:Rte'S 0 r 0. c. ALTERNATIVE 1 1 /4 - 0 1 3' LU4C LAC sCRCvs o 6 0. C. ,•' 1 1/ r tl .. Pt •.('1 R.A1 ON 10 CY1 S1► c ••oco H CA.'TCA T J r OR 4 oar • .12S Alan A.4C4t (Wt. 3 -T4 ALLOY, 0 10 • 3 s, S. 5. 4 S. w/ 3/1" o • 5/V Lc0.. C, HYLAH B.l5+4 HG. (Ty?. TO#). I wt. i HIIIUUUN4UId,•"11t:�= , 1 1UI11gtUUIIUtil tI) � 1 10 • r s. 5. s. w. 5.b/ 3//6 • • sir LONG k1LON 8J$O4P+G (Trp.) 10 • r S. S. S. 17.S. v / /r • 7 /6 L.o.c JrYLm4 aus004C (T 80TT0V). HCy P. 1. r • 6 co••L (2) l/f o • S LAC SCRC1'rS 0 CoLH STLA (wOol TH Of ST1./0) MD t r tan PENETRATION 1Nro m.t, WALL _ Or n■.c bstCC4 OR S. C. 0. r omi 1( i 0 ■••••mir+.it1`rl•ommo 1/! o • 1 1/7 LAG SC31r`•1 O 6 0. C. / 10 • 1/T S. 5. S. w. S MEL 6 O. C. ALTERNATIVE 2 cuss or Exlsr '0z•0G•• OR S. C. D. S. 1 5. 0 6' 0. C. M4 l3CT»tIN ALTERNATIVE 3 1/e o - 20 S. S. BOLTS 0 tY 0. C. 14/ NJT 0: 114.5:401 7.m.+ • 7.' 0. C • •.A•1 R 1 1C• • 3/! S. S. S. 14. S. 0 20. C. Y • r 01 4' OR S • .17r 4.■7 n. mat (8053 - T6 NJDY. )Co P. 1. Y • 6 C•-t (2) 1/f o • r LAC sar••s 0 CA04 5Tto (v Cerni Of MO) .4740 v/ r t• n. PE /..C171.•.710•• tiro 5T1.10 / 11 , 3/C 5. 5. S. 11. 5. 0 14 0. C. S . 4 S. v/3/5 0 • 3/0" 1.0 MTto oVSHnC (Tli.) 1 10 • r S. u. S. w/ 3/0' e • 7/0" LONG N11ON BU5Ht1G. (Tn. OOTTD Ir ). T-SL C 5`1-C R IA... SLPAR •n0 S TO GLASS Of D is r c a•C0� OR S. G. D. / 10 • 1/7" S. S. S. 4 S. 0 6 0. C. r • or (14) 6043 -T5 Alton. T'TJC (Corti.) of (7) 1/f o • 6" LAG Sr.%o$ o Doi ST1A (oJ0rChH or 57.0) P■0 0/ f tan P£HCTRA0C14 P410 MS1tC 5%JD. MOUNTING INSTALLATION (OFFSET) - SECTION AV /yid 10 • T 1 3. 1. w. 1 '/ 3 /'d" • • !• it t.o'< •m(74+ e.r >• .: rr me). 1' , 4 , 1/2 (Yn ) M53 -25 Ms,. 12.8C' 'o/ (2) 5/12 0 • 4 t.0 Re., TO Gal 41.44' Cu 01 T011i•. LOC.OTL SCAMS 0.7 140•'01 Or c0S n•r: o 1C000 1 1.04047t 04 ON) � / Y 14.. PS-CTRA.T104. 1rOCO T0■_ 5 01 RArt R 0 2e 0 C. RNu'1D VOA© l 10 r S. 11. S. F// 3/r • • 7/6 LCU•3 )•1LC0: 9vSHt3. (Tr, B-21 1 10 • 3/e s. i S. u. 5. 0 6 0. C 1 CEILING & FLOOR MOUNTING INSTALLATION - SECTION B 3 / 10 • r S. s. S. S SL NYLON BUSH HO. (T7p. B00T014). t.... ..... CLASS Or C3r5TaHG Ta41■DOv CR S. C. D. 0 •3r 9 0 ALTERNATIVE 4 ( 14 , 3/ S. 5. 5. u. S. 0 6 0. C. f 10 • 1/7 5. 5. 5. 14. S. 0 6 0. C. 1307 1 / 4' 0 -20 S. 5. BOLTS 0 17 0. C. v/ NVT 0 tres-ca --t •r0120a5',.t21 Ae.CLE (6053 -14 H101. "MI F 1.2 -• 1 MVP_ __ 1Q`• r • OO I1J 6 P. 1. CCast. fI . � •:CITC v 6 / (7) 0/1 , • 6 L C SC RV* 3 ro (,,[ 11 b° 00'r 0n 1P JT s. lOCRl - S a11T'S A S 11tT•r[1114 Or DIM 'S: '0000 W01(107. (Y N1,. Irx4lU r nl) 'a/ 2' tan r 1 9Ar 4, II �i \ 41o,rs.s.s u S. I I / 3/6 • • 3/6 ow. 1(YLG1 BUSI UI,. (I,r. 104") tt>t � i iGT o/ 1/4• o • 1 1/r V �' L 5CJ4£'4S 0 3 0. c. '10 . r S. S' S. u. 5. 4/3/3' • , sir LB'c 1(11.0}4 CJ 1 r.: , c) / 10 • 3/r S. S. S. 4 S. 0 6' 0. C. t ■ r • 1 ( Vr , ) o003 -15 M*- TTBC (Co•L) w/ (2) 1/4' o • 6 LAC SCRC1rS 0 CA01 STLA (170..+0'114 Ce pup) v0. '0/ r 11 PIT:M0001 INro CQSTIK S7 LC. II II Ow© PRODUCT RENEWED ACCEPTANCE No. C A• S' ...D( E:NT D4TION DATE A.t3Q1 & o\ • 0 I' CDUC-'CONTROL DIVISION CEILING MOUNTING INSTALLATION - SECTION 81 / 10 • r S. t4. S. v/ /S• r N1td4 M (T 130170 BL1LDI-NG CODE CO :,.: LIANCE OFFICE Ht7Tt : SECnC•l5 8 & 131 CAH tic CCWL3SCD .4S AFPUC.LF3LE. nrr!;oVCO AS COMPLYING WITH iii[ SOUTH TLOr,IDn BUILDING CODE (1:111TL4A)C 2.9 1 ._ nY -11. PRODUCT CONTi(OL DI` /!SIO'I CIIILUING CODE COMPLIANCE OfrICE ACCEPTANCE No.g3- 6605.01 DADE COUNTY 1 L E C O 1910. TIL1fT TI:S714 8 laKe p4 CCR R40 MIA PAPrt (iX» 111 0112.0. 1710'0 (20x)471 -1034 . re (7:M1)711. 1611 c14.LTtA A. 'WIT Jr.. P. C. - !1.0 .1 Ik 0 44107 ASSA / ECONOMY ACCORDION SHUTTER Cr,. D ROLLINGSHIELD, INC. (A.S.5A # 19) 8900 N.V. 119 ETRQi HIAL CAM. 1 33018 fQLC7'RM QV. 0. 0 4 DGi as SHO'0111 xca 1 Vie /913 DATL 98 - 14 IKLAw1H0 Poo 9HCCT 8 Or 0 I 1407E S; ALTERNATIVE 1 SCE SCHEDULE FOR 1d141uuu S[r ARAT0=4 - 5 - 10 GLASS Or EXISTING u i)100,r OR S. G. D. 1/4 9 . t 1/7 LAG SCIREM 0 d" 0. C. 1 1. INSTALIATONS ARC ONLY VA1.10 10R Bt1LDI14IS trhTN DESGH LOAD VP TO 75.9 O.I. AND 9• -0' How SPAN . 2. SPA. 2. NE 2 a 6 P. 1. TO BC SOL114CRf4 PvNC No. 2. SURFACED ORY trTT}4 19 X u. 4.4 C. p/ SPCCIrC OCh5rry OF 0.99. S. FOR WV 1x000 FRAuE CoNSTRUCTOO■: W000 iCuBCR5 10 BE SOLJIHERH PINE t 2. ti/ SPCCuIC 0CNSWT' Or 0.99 OA EQUAL. ALL MOUNTING INSTALLATION - SECTION Al 1511101411411111 4:911 •'1141 1 b00C. 24 0. RECD qq 40I r S. S. S. IL S. Ct/ 3/6 0 s7/6 LONG NYLON B115HRG. (17p. BC7110u). OR CA NC/ P. T. r.C Cwrt. (2) 1/C 0 t S LAC scR[i'S o EACH $TUn (w0' V1H Or STLD) Ar0 t+/ r ben. P U<ET'PA'1JN WO MO INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS l� wtXOO HEADER R EOUIR:CO I SZt SCHEDULE UDR u1NI1.71.14 SEP 'S TD Cil:•S OF EXISTING •r,NOOW oFt S. C. O. 9 14 o 3/.0 S. S. S. u. S. 0 6 0. C. 1/6 0 a 3 LONC LAC SCR ('PS 0 6 0. C. V/ 1 1 /2' Lin. PCNE'TL TI3N To G4 Sr.1.4 VOCO IC DEVOCO I-C DER. / TJ o U4C. T1U.IT T13T1M9 t D4OIN[OIl40 C0WPA.NT a3,9 Go. 7a 111., 77.7 717. .2.7,04 .5. ADO. 1.370.7 1 (7170X71 - 17.39 . fo'1 (70C�IP71 -1e31 txLTT.R A ran' Jr.. P. E. n.oRO+L Lh. Q 44167 ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A.s.S A # 19) 8900 NAY. 119 SIRLLT HILEAH, FLORIDA. 13019 r,. o tae cam+® 0 V.1 1 AS SHOOS KAU 2,/10/96 DATE 98 - 14 D6AtnN0 49 9MCCT 9 01 D 40 1 S S. S. S. I./. S. tr/ 3/6 o x 5/6 L G HYEON BVSHir4. (TYP. TOP ). ppp41gr11p44UM 1U OR © ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) - SECTION A2 'L.,//1/ 5? 0 10 . 3 S. S. S. u. S. w/ 3/6 o 5/8 lorrc NrLOrr BUSHING. (1)9.) 0 10 S S. S. S. 11. S. 1r/ 3/6 0 , 7/6 LO7G g71..CN BUSHIN . CTt. BOTTOU). 1• 1 4' 1 1/9' (rf..) 9063 - TS ALA. TUBC (Coal) w/ (2) 1/4 o . 3 LAG scRElis 0 (. sT)A (140 Or STUD) 9'G tr/ r un. PD4£1 PAT DH r4. TO OISTIr4 S1UO. By 1•C.30 HEADER RCCti1 IRE 0 SEE 50-1(X14.1 FOR u1rIuu1/ SEPARATKsw To cLASS Or Ezr5Tw4; w,Nr•Ow 041 S. C. 0. I/4 4 , 4 LON L C SCR('a5 0 6 0. C. A'/ 1 I /r Vn. ro4nrAnom 10 CIr1NC 1r' cO IICACCR ALTERNATIVE 3 �L U ib 1 1 w000 HEADER 44EOUIRE0 SET SCHO 3u1.1 FUR 4L iuLLI $EPARAT10N TO CUSS OF EIrST1rG , >'1N00^q OR S. C. D. ALTERNATIVE 4 PRODUCT RENEWED ACCEPTANCE No.Q e -0'I as •o EXTiR.AT1ON DATE %\.0 , rte - O -01 PRODUC.O'4TIZOL CIVISION BUIL.DENG CODE CO1.MPLL;NCE OFFICE C•C' -13 A:1GT ALUU:4IJU TVC1< 10 . T 5. S. S. W. S. l0/ 9/6 0 . 5/6' Weic rA11k+ 131.19+n4C. (TYP. TOP). Cont. [OWL TO ALI(RHA:M HEW P. T. r 1 4 - Cont. Vr/ 1/4 0 1 S LONG LAC 5r11( - n5 0 6 0. C. 'd/ 1 ,/r Po+CTRATION to CXIsno4c woo() ! 40 . S 5. S. 5. u. S. w/ 3/6 0 . 5/8- (.84C ►rvtCVI 3119 (Ty-p. TO!'). U ,o.3 S. S. . u. 5. w 3/8" 0 . S /Ir l0 +C N BUSIIINC. (Iyp.) Cont. EOWL TO ALTERNAfy( 1 11E OCR. R ©0R 10 . 3" S. S. u. S. II/ 3/8" 0 5/6" LONC NYLON BUSHING. (Trm') APPROVED AS COMPLYING WITH THE SOUTH FLORIDA WADING CODE DATE -J JE24 19 C3 S FY _N PRODUCT CON' Ol UIV :S UN BUILDING CODE COMPLIANCE OFFICE ACCLPIA;TCE NOqn - 005.01 DADE COUNTY CO•4•ECnOM Al 1( up. US( 0 • 3/ s. 5. • S. U. V. OR 3/1 F• 0 mum. POF' Foirrs O 6 0. C. AT TN6 L0C.AT • cuss Or ((r :THt - t�r OR S. C. 0. 0 • 1 , 2' 1. S S 5' 0. C. ALTEFNAITVftY 10 CONNECTION Al TOP UP. USE /10 • 3/4' S. S. S. 1.4. S. OR 3/16 0 Arum. POP RIVETS 0 6' 0. C. AT THIS LOCA1 ON. - CUSS Of (XT T1Hc TAHO?d OR S. C. D. 1 1 3/4 s s 5. W. S. 0 6 0. C. ALTERNATIVE 1 10 • 3/4 S. S. S. W. S. OR 3/1 0 /hum. POP WATS O 6 O. C.- 9 10 a 3/4' s 5. $, u S. OR 3/16 0 Alum POP iZvLTS 0 6" 0. C. ALTERNATIVE 2 1/C o -2o S S. BOLTS 0 12' O. C. w/ HUT h bAR 1.500' .501 1 /4' o -2o S. S. BOLTS 0 12 o. C. •o/ Farr 11 t143.401 T • r OR r OR S .. AArn. MOLE (6063 -16 ALL1Tr. 10 ■ 3/4 S. S. S. 14. 5. OR 3/%6 o Alurn POP RNETS 0 6 0. C. / 10 • 3' S. IF. S. e'/ 3/e 0 • 7/S LONG rrrt011 8L19 +IHC. (T BOTTL? i). 7' a 3" oR r OP s 1 ..1 Alum. »4C,A1 (6043 -TE IL1I7'r. NE1r P. T. 2' • 6 Coal (2) 1/! 0 c 3' LAC SCALoS 0 EACH STLO (140•7TH cr 57170) M0 v/ T u'n P TPAT10H 1100 SRUO 1' • 4' • 1/6 (IAN.) 606) -1S A►r.... 'Rat (cc w/ (2) 1/r 0 1 S VC SCRCdS 0 (A01 SILO (w1Dw0T1 Or STUD) MO 0/ Y Y .. PC PCT PATOR I140 (,):j$711 ✓. STLO. 9 10 • 3' S. 14. S /B' o o 7/6 1 - 1 1 A% NYLON BUSHING. 7 (179. BOTTOu). 0R WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' Q 10 1 3/4" S. 5. S. U. S. Ori 3/1 6' 0 A1vm. POP RIVETS 0 6 0. C. ..ono TRy=.c oa IWr[R o 1 0. C. FCC:0 f! • !1� 4 1 =smut II • • 111C - ..i%7�1 1ST 5. 44.5 3' S. • 1 5/6" LCHC NYLON 9,l5+1Nc (T7v.) p 10 . 3/ S. S. 5 . u. S. OR 3/1 6' 0. Alva. POP RrY[TS 0 6 0. C. ALT£R71ATMZY 10 COr4vEST3N AT TOP UP. USE 910 1 3/4" S. S. S. 44. S. OR 3/16 0 Alum. POP RD'5TS O 6 0. C. AT THrS LCCJ.1 44. T EE SCHEDULE ■An. SCPARAn01+ S 10 cuss or r5111; MI Qp0 OR !. C. D. 1-// t 1 4' . 1 ( ) C09) -TS Mu+.. TV DE r4/ (2) 3/46 LAC SCRCo•S 10 U0-4 RArrin CR TTIUSS. t. .A 5cri CPS AT 410+ or O1sn•47. 1400.7 war e (r u Fcv1.4. 144 14/ r 14o. PE ETTL.11)/ / IL ECOID4c.\ TIL3.27 1'Lt11M9 it D404Hccalk* COHPAJ(Y M11^4 0.O. 30. 00..� 111... 111 M10Y 0.0000. FIyaO. 31100 p t (20D)r74 -1E50 . Io ;DTI - WI 1.ALTCR A. T1U17 Jr.. P. C ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. ! (A 5.S A Q 19) :4900 14.11. 119 SIRQT HYILCAN. FLORIDA 3.3018 MM. 00 17071 or.. Os AS 511OVH4 SC.Au 2./ 16/86 pA1 98 - 14 OsdAtn•i o OK C1 7 Of 0 ) \ - I 10 • S 5. 5. s tF. s. b/ 3/6 0. 5/S LC C HYL01 BJ5.1H;. (Try. TOP) ®0 9 10 • 3' S. u. S. b'/ 3/6 0 . 7•6 LONG M1CN BUS - ENC. (1rp. 80TTou). 10 x 3/4' S. S. S. 14 . 5. OR 3/t 6 0 POP R^iET; 0 6 0. Y , ocrx RCOURfl CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORC'A Lk. 0 44167 MO 1. INSTALLATIONS AR E ONLY VAUO Fc43 DVILDIOGS Mill CCS+cM LCuO Vr 10 73.3 p.s.t. A7 9' -0' uao. SHUTTER SPAN. L HCw 7" 1 6 P. 1, TO 8C soufl -1[R11 pl?IE No. Z. SUM' ACCD DRY h1TH 19 5 W. U. C. Yr SPEClF1C DEN StTY Dr 3. FOR MEW 10'000 FRA.AIE CONSTRUCTION: Yr000 WCuOCRS 10 8C S011nttFH P?IE No. 2. 'o/ SPEOFIC. OEHSnY OF 0.55 OR EOVAL PRODUCT R.ENE,W.ED ACCEPTANCE No. - 0-1X-A.-D( EXPIRATION DATE t\ Qu k61. O l - 01 By . t 1 iL PRODUgf O.ITROL DIVISION BUILDING ODE COMPLIANCE OFFICE APPROVED AS COMPLYING 1VIiuI 111r SOUTH FLORIDA BUILDING CODE DATL2-urAJC � Z ]] 9_ Ia UY -�{/ t.Fw 1`/ 1.4/__L- PRODUCT CONTkfil DIV:S.UN OUILDiI G CUUE Q COOMPLI ANCE OFFICE ACCEPTANCE NO. - n /J )5 : Q 1 DADE COUNTY 1'AXIM1)1.4 DESIGN LOA0 "vr (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (70 1. ASONRI') FL iiouta NG uOUKnf1G INSTALLATION TOP OR BOTTOM (TO CONCRETE) J KOTt 1 NCTIL 2 KOrt 3 NOTE 1 14a1"z 2 •o1C 3 Nolt 1 No( 2 Tort 3 FROM 45.1 10 61.8 5•_1 9' r g' 9 Sr 9 4 1/2' 9' 9 8' 2 7/8" y' 96.6 g 7" T T 5 9' T 5' FROM G1.9 10 75.3 97.7 9' 8' -10 g 8 1 9' g 2 1/2 g' g' T. 8' -8' y- 2 7/8' g 4 1/ 9" 7" .3 9' 5 1/2' 4 1/2' FPO►A 75.4 10 91.4 2 7/5 9' 108.8 9' 6 9" 3 - 9' 7 1 /76 1/7 FROM 91.5 TO 120.0 2' y' 4 1 /T" 4 1/ e' - - g 5 1/2'5 1/7 FROM 120.1 10 168.1 7 1/2 4 1/7 - 2 1/2" - - 7" 5 1/7 - FROM 168.2 10 226.3 4 1/7 4 1/7 - 7 0 - - .5 1/2' 5_1/2 - MAX t.-Wu C(StCN LOAD • 1•' uAXIUUu PANEL SPAN 'L' (It) WNIUIJU scrA/iAn014 •5• TO LLAss On.) (p.1.1.) • •. • .. 91. 9'-2' 9' -2' . 3 1/r 7' 92.7 9• -1' 5•_1 3 1/r r 93.8 9' -0' 9' -0' 2 7/8' r 94.8 9' -0' 9' -o• 2 7/8" 7' 96.6 8' -11' 8'- 11' 2 7/8' 7 96.8 8' -11 8' -11' 2 7/8' r 97.7 8' -1d 8' -10 2 7/8' r 100.5 8' -9" B' -Y 2 7/6 7' 101.5 8' -8' 8' -3' 2 7/8' r 1(33.7 8• -r 8' -Y 2 7/6 r 106.5 B' -8' 8' -5 2 7/5 2' 108.8 e' -j 8' -5 2 7/8' r 110.6 8' -4% 8' - 4 • 2 7/8' 2' 111.0 8' -4 8' -4' 2 7/8' r 114.1 8' -7 8' -7 2 7/8' r 116.5 8' -T B' -r 2 7/6' r 116.9 8' -1' V-1' 2 7/8' r 117.6 8' - 8' -l 2 7/6 7' 119.7 8'--0' 8' - O" 2 7/8' r 170.0 8'-d 0' -d 2 7/8' r 121.2 T -1d 7' -10' 2 7/8' 7 1225 7 7' -5' 2 7/8' 7 u is IUUu 0 )C11 LOA0 . 'r phIL1 SPAN ' L (11.) u:m.1Uu 56PAa.1110'4 '5' TO GLASS (:n.) (p.1.1.1 •• .. • .. 125.3 7' -T 7' -7' 2 7/8' r 125.E 7• 7' -6' 2 7/8' 7' 126.7 ✓ 7' -6 7' -6 2 7/6" 7' 179.E. 7'-4' 7' -4' 2 7/{ 7' 130.9 7' -3" 7' -r 2 7/8' 7' 131.8• 7' - r 7' - r 2 7/6 2' 134.3 7' -1' 7' -1' 2 7/6 r 136.2 6'- 11' 6' -11' 2 7/6 7 137.9 6' -Id 6' -10 2 7/T 7" 1 6' -9' 6' -9' 2 7/8' z 1 42. t, 6'_7" 6' -7" 2 7/8' 2' 143.. 6' -7' 6' -T 2 7/8' 7- 1 47.0 6' -5' 6' -S 2 7/8' 2 1 48.4 6'- 6' - 4 ' 2 7/5 r 152.6 6' -7" 6' -2' 2 7/8' 2' 153.1 6' -2" 6' -r 2 7 /8f r 156.2 6'-0" 6'-d 2 7/8' 7' 151.• 6•-[r 6' 2 7 /3" r 157.2 6' 6* - 0' 2 7/6 r 160.8 5' -11' 5' -11' 2 7/8' r 161.7 5' -10" 5' - 1d 2 7/8' 7 164.4 5' -9' 5' -9" 2 7/8" 2 ' LEAXIUUu o(90.1 LOAo '11' (p.1.1.) PANEL 5P •• (I0 uunuUU sCPAJL,nc4 's' ro CLASS (1n.) OP. EOUAL THAN 9' -0' •• • ,. 165.2 5' -9' 5. -9' 2 7/8' r 168.1 5' -8' 5 ._ 8 • 2 7/6" r 168.7 5• 5 - r 7 7/0' r 170.0 5' -T 5• -7- 2 7/5 r 175.6 5' -S 5•_ 2 7/8' r 110.6 5' - 4 5• - 1 . 2 7/8' r 180.3 5' - 5• 2 7/6 r 182.0 5' -d 5 -0' 7 7/8' r 195.2 4' -UT 4' -10' 2 7/6 7' 197.2 4' -Id 4 •_ I T 2 1/8' r 199.1 4' -9" 4 ' _0 • 2 1/5' r 204.7 4• - r A ._ Y 2 7/8' 7' 211.3 4' -4i .. 4 ' 7 7/8' r 216.9 4' -4' ' - 2 7/8' 7' 221.6 4' -3" 4• - 2 7/8' r Z26.3 4' -7 4' - 2 7/6 7 SHUTTER SPAN - L - (It.) MINIMUM SEPARATION '5' (in.) LESS OP. EOUAL THAN 9' -0' 2 7/8 > 5' -0' TO 10' -0 3 1/2 > 10' -0 TO 12' -0' 4' ACTUAL E. 0.= FACTOR EDGE DISTANCE a (p., t.) 2 1/2 .75 2' .50 I+AXIu Uu 0(510:4 LOAD ' 11AXIUUU P4J1CL SPAN • C ((L) ► a (p., t.) (P. J.) •• 67.5 10' -6" 10' -8' 1 r -a' 70.1 l0' -6 1o' -6 1 7 -0' 12' - 8' 71.1 10' -S 10' -5' 9.0 ti 71.4 10' -A 10' -4 00.5 71.5 10• -c 10' -4' 2 1/2 72.9 10' -3" 10' -3 75.1 10' -1 10' -1 12' -1' 4 75.2 10' -1' 10' -1' 11' -10" 4 " 75.3 10' -1' 10' -1' 1 1' -ltT 11' -lo' 77.0 10' -0' 10'-0" 3 1/7' r 77.5 9' -11 9' -11' 3 1/2 r 78.8 S' -10' 9' -I17 3 1/7 r 80.7 9• -9' 9' - 9' 3 1/7 7' 81.5 9' -8' 9' -8' 3 1/7 2' 82.5 9' -6 9' -r 3 1/2' r 83.4 9' -7 9' -T 3 1/7' r 86.2 9' -5 9' -S 3 1/7" r 86.7 9' -5 9' -S 3 1/7" r 66.8 9' -5' 9' -5 3 1/7 r 88.5 9' -4" 9' -4' 3 1/7 r 90.3 9' -S 9' -3' 3 1/2" 7' 90.8 9' - r 9' - r 3 1/7 2' t.1ULP1 14 LOAD PANEL SPA„ -L (it ) ► (P. J.) • 1 •• 5.1 1 7' -1i 1 r -a' 7.0 1 7 -0' 12' - 8' 9.0 12' -00" 1 r - 6 00.5 12' -0' 17' - 4 ' 4 2 1/2 57.4 17 -0' 12' -1' 4 2 1/7 55.0 11' -id 666 11' -10" 4 " 2 1/4' 35.2 1 1' -ltT 11' -lo' c 2 1/4' 55.6 11' -4 11' -g' 4 2 1/4' 37.2 11' -A" 1 1' - 4 2 1/4 5B 0 11' -4' 11' -5 4 2 1/4' 38.8 • 11' - 11' -5' 4 2 1/4' 59.5 11' -4' 11' -4 4 2 1/4' 59.7 11' -4' 11' - 4 4 2 1/6' 61.5 11' - ?" W 4 2 1/8" 81.8 11' -1 11' -1' 4' 2 1/8" 61.9 1 1'- 1' 1 1'- 1 4' 2 1/73" 63.4 11' -d 11'-0' 4' 2 1 /8' 63.5 1 1' -0" 1 1' -0' 4 2 1 /B 83.7 11' - 11' -0' 2 1/8' 66.9 • 10' -8' 10' -8" 4' r 67.0 10' -d 10' -8' i r •• ••. ••.••...n •n•••• VALID FOR UP TO 3 -U MAXIMUM SPAN. At CHOR SPAIN; LEGEND (1) Mos. ANCHOR SPCC. VALJD FOR SPANS Or 5' - OR LESS. (2) Maw. Af!HOR SPCC. VALID FOR SPANS GREATER THAN 5' -0' TO 8' - 6. MAXIMUM DESIGN PRESSURE RATING "Y/' . (p.s.f.) AND CORRESPONDING MAXIMUM SPAN L SCHEDULE. (VALID FOR SECTIONS A, Al, 8, 81. 82. C 4i C1 ON SHEET 2 OF '3). )101E: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATNE PRESSURE (SUCTION) LOADS, 6`I ACCORDANCE WITH ASCC 7 -88 CRITERIA FOR A Cr /EN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WLL AUTOL(ATICALLY OUALIr( ANO NEED NOT TO BE CHECKEO. MAXIMUM DESIGN PRESSURE RATING "W" (13.5.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. -I- (VALID FOR SECTIONS A. A1, B. 61, B2, C & C1 ON SHEET 2 OF 9). •• •• I' rr_o o• •••• ror•Tr0 v.J••• o•_ a:- Tn 44 -. 411 (1•NCT'1 f USE TAPCON ANCHORS. UMW NAILIN & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS OF TO 75.3 p.s.l. USE ONLY TAPCON ANCHORS Si RAWL CALX-'1NS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. 64AX1mUIJ ANCHOR SPACINGS ARE VALID FOR 3 EDGE DISTANCE. FOR E. 0. LESS THAN 3', REDUCE ANCHOR SPACING BY 1.tULTIPLY1NG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAW_ CALK -IN ANCHORS IS 2 1/7). 3" 1/r ITr, I 5 TAPCON OR RAWL CALK-IN ZAI•LA 1:.UUN 5 I 5 TAPCON OR RAWL CALK-IN uP TO 75.3 p.o.l. > 75.3 p.s.f. TO 226.3 p.s.f. ANCHOR LEGENDS 2 ANCHORS REOUIRCO EACH CNP $ = ANCHOR SPACING LIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W/TRACK 'a (TOP de BOTT014) S) 8E INSTALLED STAGGERED AT 1.4os. SPACINGS INDICATED ON SCHEDULES. ILIECOI>1+.. TIU T TLiTIN9 Z D$0IN(LJ1:P40 cow 0301 D.O. Z4c• 01, An 111, v.rlls. O•/'D6. A7•K •. ).' P+•-+. 4 403)171-l1.13 .4 () 'J711- 16.11 V A 211.11T Jr.. P. C. ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. I 1 j 1 19) 19900 ftW. 119 STRQT A:4 CAN, FLDe 64 13018 cn AS 9,4t7c114 SCALE 1/16/98 OAT( 98 - 14 Ds.AvnNo Jo. 8KC[T 8 OT 0 TABLE 1: LJIJIMUM SEPARATION 'S BETNEEN GLASS AND SHUTTER FOR A GNEN SHUTTER SPAN l , FOR SHUTTERS INSTALLED WTHIN THE FIRST 30' -CF ABOVE GRADE OF A GrWEN BUILDING. 30' - 4r ELEVATION SHALL BE WEISURED 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' -CT ELEVATION OF BUILDING. SEE TABLE 1 FOR MIHII.4UM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE 1.IAXIUUM ALLOW CO SH01n'N 011 SCHEDULE. •• FOR SHUTTERS INSTALLED ABOVE 30' -0 ELEVATION OF BUILDING, 6EASIJREO AT BOTTOM OF SHUTTER. rIcetrA tk 0 44167 77/ /- 2 ! - 1 - ' PRODUCT RENEWED ACCEPTANCE Ka .98 - 0122 01 E:7LRA0NDA E 1 �00� �aA n1 _p( B I wr : G �t J 'tJc �v ) F'?CDU �CONTROLDIVISION BLZLDI G CODE COMPLLANCE OFFICE APF50V1D AS COMPLYING V!ITll TIT( SOUTH FLORIDA BUILDING CODE OAT E S(� .�E__.Z9__ I OQ ° . OY _N.0 •- . /4.. FF0EJ Co1:iith 01V SUIL^i ;G1 CODE C0IAPLI51021 IAt10E OFFICE ACC r,,I;cE rlo. - (Y005, 01 DADE COUNTY MAXIM U DESIGN LOAD - W - (p. :.r.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOI.4 (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR/CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) • 1/2 N1C O 1 .4 7Tt 7 NOTE .3 ' NOTE 1 74QTt 2 NOTE 3 NOTE 1 Ku( 2 NO 3 FROM ( 9- 9 11' -t' 9 4 9' 9- 4. 1/2 9' 9' 8r 4 5.1 10 61.8 t1' -Cr 9' 9 2 1/7 r 10' - 11' 7 - r g ' 9 7" 5 FROM 61.9 TO 75.3 2 1/" 9- Cr 8 1 /2" 2 1/7 9 8' 2 1/2- g' 9 7 10' -8' 9 9- 4 1/2' 10' - 9 7 3 9' 5 1/2' 4 1/2' FPOIA 75.4 10 91.4 2 3/8' 4 9 10' -5' 6 2 3/8' 9 3 - 9' 7 1/76 1/7 FROM 91.5 TO 120.0 10' -3" y 4 1/2 4 1/ 10' -r r 1 - - g• 5 1/7 5 1/2' FROM 120.1 10 168.1 7 1/Y 4 1/2 3 1/7 - 2 1 /2" - - 7 5 1/7 - FROM 168.2 10 228.3 4 1/2' 4 1 /2' 9' -10 - 3 1/2' 2 - . - - 5 1/7 5 1/2' - - JAY.Iu1JU DESIGN LOAN . tlAXIUUU PANEL. SPAN 'L' (rL) YINIUIIV SQ'ARATION •S TO CLASS (;n.) (p.s.f.) • 1/2 - • 63.5 11' -( 1V -4' C 2 1/7 70.1 11' -7 1 1' - 7 ( 2 1/7 71.1 11' -t' 11' -1" 4 2 1/7 71.4 1l' - U 11' - ( 2 1/7 71.5 t1' -Cr 11' -0 C 2 1/7 72.9 10' - 11' 10' - 11' ( 2 1/7 75.1 10' - 9' 10' - 9' 4' 2 1/" 75.2 10' -9' 10' - 9 ( 2 1/7 75.3 10' -9' 10' - 9' C 2 1/7 77.0 10' -8' 10' -a' ( 2 1/7' 77.5 10' - 10' - 7 4' 2 3/8' 78.8 10' -6 10' - 6" ( 2 3/8' 80.7 10' -5" 10' -5' 4" 2 3/8' 81.5 10' -4 10' -4" ( 2 3/8' 52_5 10' -3" 10' -3" 4' 2 3/6F 83.4 10' - 3" 10' -r ( 2 3/8' 86.2 10' -0 10'-0' 3 1/T 2 3/3' 86.7 10' -0' 10'-Y 3 1/7 2 3/8' 8.6.8 10' -0' 10' - 3 1/7 2 3/3' 88.5 9' -11' 9' -11' .3 1/7 2 1/4' 90.3 9' -10 9' -10' 3 1/2' 2 1 /4' 90.8 9' - 10' 9' - 10' 3 1/7 2 1/4' 144XdUU D(SIC11 10'4' ''or µAXiuUu PAtiCL Sr.•N 'L rt) IJrtluL'u SEPARAfCM •S TO GLASS (in.) (p.,.1.) • 1/2 - • 125.2. 91 9' -9' 9' -9' 3 1/2' 2 1/4 92.7 9' -8" 9' -5' 3 1/1 2 1/4 93.8 9' -8' 9' -8' 3 1/7 2 1 /4' 94.8 9 9' - 3 1/7 2 1/4' 96 6 9' - 6" !' - 6" 3 1/7' 2 1/4' 96.8 9' - 6' S' - 5' 3 1/7 2 1/8 97.7 9' -5 S' -5' 3 1/7 2 1/8' 100.5 9' -4' 9' -4' 3 1/7 2 1/8' 1015 9' -3" 9 -3" 3 1/7 2 1/8 103.7 9' -2' 9' -7 .3 1/7 2 1/8 106.5 9' -0 9' -0' 2 1/2' 2 1/B 105 e 8' -11' 8' -11 2 1 /7 2 1/8' 110.6 8' -11" 8' -11' 2 1/7 2 1 /6 111.0 8' -10' 8' -:0' 2 1/7 7 114.1 8' -9' 8' -7 2 1/r r 118.5 8' - 7 8' -T 2 1/7 7 118.9 8•-6' 8' -6' 2 1/7 r 117.6 8 -6 8' - 6' 2 1/7 T 119.7 8' -4' 8' -1' 2 1/7 r 120.0 6' - i 8' - 4' 2 1/7 T 121.2 8' -3' 8' -3' 2 1/7 2' 122.5 8' -2 8' -7 2 1/7 7 UW'IUUU 0 Lao >P (p.11.1.l 1A4X UUV PANEL SPA?! • l' (t1.) uIltuUu SEPlF.AnCYl 's TO CLASS (1n.) -0 2 1/2 > 9' -0' TO 10' -0' 125.2. 8' -0' 8' -0' 2 1/7 r 125.8. 7• -11' 1' -11' 2 1/7' 7 126.7 7' - 11' 7' -11' 2 1/7 2 129.C. 7' -8" 7' -6 2 1/7 7 ' 130.9 7' -8 7• - s 2 1/7 . r 131.(. 7` - T 7• 2 1/7 T 134.3 7' -5" 7' - 2 1/7 7' 136.: 7 -4' 7 -4' 2 1/7 7 137.9 7' - 3" 7' -3' 2 1/7" 7 140.7 7' -1' 7' -1' 2 1/7 • r 147.8 7 . -0 - 7 . -0 ' 2 1/7 2' 143.1. 6' -11 6' 11' 2 1/2 7 147.0 6' -10"' 6• -10' 2 1/7 2' 14-8.4 6• -9' 6' - 9' 2 1/r 7 152.6 6' - 6" 8 -6" 2 1/2' 7 153.1 6' -5' 8' -( 2 1/7 7 156.8 6' -4' 6' -C 2 1/7 7' 157.5 6•-4' & - 4" - 2 1/2' 7 157.2 6' - 4' 8' -4' 2 1/7 T 160.6 6' - 7 5' - 7 2 1/2' 7 161.7 6' -r 5' -r 2 1/7 7' 164.4 6' -l' 6- 2 1/7 r 14AX111u1./ 0057•4 LOAD ' (p.1.1.) UX(IUUU PANEL SPAT 'L (rt.) 1.1111u1AU SCr. 111)1 'S' TD GLASS On ) -0 2 1/2 > 9' -0' TO 10' -0' 165.I 6' -C 6' - C" 7 1/7 r 168.1 5' - 5' -11 7 l/7 7 168 7 5'- 1 1 ' 5' 1 l" 7 1/7 , . 1,.I70.0 5' -10" 5'- 10' 7 1/7 r 1 173.6 5'-8" 5' - 2 1/7 7 178 6 5' -8' 5' - 8' 7 1/r 7' 150.3 5' -6' 5' -6' 7 1/7 4 185.0 5' - 4' 5' - 4' 2 1/7 r 195.2 5' - I' 5' - 1' 7 1/7 r 197.2 5' -1' 5' -1' 2 1/7' 7' 199.1 5• -C 5' -0' 2 1/7 7 204.7 4'- 11' 4'- 11' 2 1/7' 7 211.3 4' -9' 4•-9' 7 1/r 7' 216.9 4• -T 4' -T 2 1/T r 2.21.6 4' -6" 4' - 6' 2 1/7 r 226.3 4• -7 4' -5' 2 1/r r SHUTTER SPAN 'L (tt.) MINI►JUM SEPARATION 5- (in.) LESS OR EOUAL THAN 9' -0 2 1/2 > 9' -0' TO 10' -0' .50 3 1/2 > 10' - TO 12' -0 4' r 4 ACTUAL E. 0. - FACTOR EDGE DISTANCE :P -0.6.) 2 1/2 .75 2 .50 14.41.Pu 1 LOAD 4.4420U1Ju PAJIEL SPAN 'L (I1.) UINI1.IJU SEPARA10!4 '5 TO CLASS (;n.) :P -0.6.) • ... • .. 5.1 17-0' 13'-3- 4' r 7.3 17 - 0' 1 3' -1' 4 r 9.0 17 - f. 1 3'-0" 4 r 3.5 1 7 - Cr IL 11' 4" r 7.0 12' -O 12' -10' 4- r 2.4 17-0' 1 2'- 10' 4' r S o 17' -0 1 2' - 4 r 5.2 12 - Cf 1 2' -7 ( r X5.0 17 -0' 12' -6' 4' r 47.2 17-0" 12' -( ( 2 7/3' 58.8 17 12' - 2' 4' 2 7/8" 58.8 1 7 -0' 12' -7 4. 2 7/3' 59.5 17 -0' 12' -1 4' 2 7 /3' 59.7 1 2' -0' 12' -1' C 2 7/8' 81.5 11' - 11' 11' -11' 4 2 3/4' 81.8 1 r-1 d 1 1'- 10 ( 2 3/.' 61.9 11' -147' 1l' -10 4" 2 3/4' 83.4 11' - 9* 11' -T 4 2 3/4' 63.6 11' -8" 11' 4' 2 3/4' 83.7 11' -3' 11' -1C 4' 2 3/4' 66.0 11' - 11' - $' 4 2 3/4' 57.0 11'- , 11' -S 4 2 3/4' MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. ± VALID FOR SECTIONS B', B1'. 82' & C1' ON SHEET 3 OF 9). # VALID FOR UP 10 3' -0 )AAxllUM SPAN. ANCHOR SPACING LEGEND (1) mo..• 9.1TCH0'11 SPCG. VALID FOR SPANS OF 5' -0- OR LESS. (2) Mop. ANCHOR SPCC. VAUD FOR SPANS GREATER THAN 5' -0' TO r tl 3/.,. A1JrMrIP serf; Val In rnp SP WC narAi R THAN R' -f: TO MAXIMUM DESIGN PRESSURE RATING "W'. (p.s.f.) AND CORRESPONDING MAXIMUM PAN "L" SCHEDULE. (VALID FOR SECTIONS 8 ' , 8 1 ' , 82' l i C r ON SHEET 3 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTIO11) LOADS, IN ACCORDANCE WITH ASCE 7 -88 CRITERI4 FOR A GMN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, 1HE POSITIVE PRESSURE Y AUTOI.UTICALLY DUALIFY ANO NEED NOT TO 8E CHECKED. Una AJ I.OWCD 4 USE TAPCON ANCHORS. ZA1.4AC NAILIN & RAWL CALM, -INS FOR INSTALLATIONS W/ DESIGN LOADS OF TO 75.3 p.s.f. USE ONLY 1APCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.3.I. MAXI)LJ►1 ANCHOR SPACINGS ARE VALID FOR i EDGE DISTANCE. FOR E. 0. LESS THAN 3 REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RA'?1t CALX -N ANCHORS 1S 2 1/2 - ). TAPCON OR. RAM_ CAJ.Y - IN ZA1.U4C 7AUN UP 10 75.3 t..s.l. TAPCON OR RAWL CALK - IN > 75.3 9.3.1. TO 2.26.3 p.s.r. ANCHOR LEGENDS ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. (A s.sA g 19) 8900 N.W. 119 STREET HIALCAH. ItDR104 33018 Mr. m an t3. AS S HOWN SCALE 2/16/98 DATE 98 - 14 13IAlxv+o r� SNQ R 9 Of 0 5 TABLE 1: NlllllAUu SEPARATION '5' BETWEEN CLASS AND SHUTTER FOR A Cry SHUTTER SPAN 'L', FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' - ABOVE GRADE OF A CNEN BU1LOu4C. 30' - 0" ELEVATION SHALL BE IEASURED AT BOTTOM OF SHUTTEP., SEPARATION 5 TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 9. • FOP. SHUTTERS INSTALLED WITHIN THE FIRST 30' - O' ELEVATION OF BUILDING. SCE TABLE 1 FOR UINI4UU SEPARATION TU GLASS FOR SPANS SHORTER THAN THE 1.4AY.I4U1.4 ALLOWED SHOWN ON SCHEDULE. FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION Of BUILDING. MEASURED AT BOTTOM OF SHUTTER. I I L I E C O 1 C. T1UJT TU'Tu49 ! Q101 NCOLl10 CIONPAJ4T 0.3•1 ay. kz.. L , F=a 111. .sa . @+.CM. iV:Pe¢. 13%44 Pi✓•. 11(»7T1 - 1370 . tea : 0:031311•lS31 raLTCR A. Tuft Jr.. P. C. -..nom. .1. 2 ...al PRODUCT RENEWED ACCEPTANCE No._q$:_- 0_112 EX?L kTi0ND,1;r'E bOn Dt -0 13y PROD CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH Tiff SOUTH FLORIDA GUILDING CODE. [My 19c-38_ BY CT GM I' Ivt : rl PRODU OLD !S 0 DUIEDI : :G. CODE COMPLIANCE OFFICE ACCEPTANCE 110.4�Z 66 OS. 01 DADE COUNTY • SLIDING GLASS DOOR SERIES 3000 • COMPARATIVE ANALYSIS CHART BASED ON FTL -1303 OF 05-09-96 TEST SIZE = 227 -3/4" X 96" (OXXX) TEST LOADS = +65.0, -65.0 PSF DESIGN LOADS = +4.3.3, -4.3.3 PSF WATER INFILTRATION TEST = 9.0 PSF TESTED GLASS = 3/16' TEMPERED. REINFORCING 3/4' X 3/4" ALUM TUBE IN EACH BOTTOM RAIL 2' /4' 4' NOTES: 1. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR CONDmONS NOT DESCRIBED IN THIS APPROVAL TO BE ENGINEERED SEPARATELY. Engr. DR. HU!AAYOUN "FAROOQ STRUCTURES FLA. PE 16557 1997 A,°P?3 " /ED AS COMPLYING W1T i Tr. SOUTH FLORIDA BG:LDItIC CODE � z U N w O ° s-a E O O u) Ua of 3 O O a vi cc 6za w 1 Z in N Z N C ) O (/) 0 CD 0 D UJ ZQ D (V } Q - Z cc O U O oo W m 0 dl 0 0 v 0 i cp 0 J 0 0 0 m 0 v 0 tC 0 0 CO ) Y u drawing no. W96 -27 PRODU ON;TROL DIViS BUILDING CODE COMPLIANCE OFFIC1 ACCEPTANCE N0 t 2 K' 01 sheet 1 of 3 )+ ALUMINUM SLIDING G dc PRODUCT DZSIGN LOAD CAPACITY - PSF DOOR DIMS. I- PANELS WITH 3/16" TEMP GLASS 1/4 PANEL WIDTH HEIGHT DOOR EXT. 1NT. 2/6 1 ! 60.0 123.4 3/0 60.0 110.2 3/6 5/0 60.0 101.7 6 . 4/0 60.0 96.4 4/6 60.0 93.5 5/0 22 3 -- t> J .9i 60.0 92.6 2/6 45 60.0 12 97.4 1/2' 3/0 13 1, 0 60.0 85.7 3/6 6/0 60.0 77.8 4/0 60.0 72.3 4/6 60.0 68.6 • 5/0 60.0 66.1 2/6 23 3/4' 60.0 -a- 85.4 23 3/4' x.3 /0 _, 24• 60.0 • 74.6 ✓ 3/6 `�.., -� 60.0 67.2 4/0 ` - -- 60.0 ;/ 62.0 !/ 4/6 58.2 58.2 5/0 55.5 55.5 2/6 60.0 68.6 3/0 59.3 59.3 3/6 8/0 52.9 52.9 4/0 48.2 48.2 4/6 44.7 44.7 5/0 41.7 41.7 • SLIDING GLASS DOOR SERIES 3000 • COMPARATIVE ANALYSIS CHART BASED ON FTL -1303 OF 05-09-96 TEST SIZE = 227 -3/4" X 96" (OXXX) TEST LOADS = +65.0, -65.0 PSF DESIGN LOADS = +4.3.3, -4.3.3 PSF WATER INFILTRATION TEST = 9.0 PSF TESTED GLASS = 3/16' TEMPERED. REINFORCING 3/4' X 3/4" ALUM TUBE IN EACH BOTTOM RAIL 2' /4' 4' NOTES: 1. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR CONDmONS NOT DESCRIBED IN THIS APPROVAL TO BE ENGINEERED SEPARATELY. Engr. DR. HU!AAYOUN "FAROOQ STRUCTURES FLA. PE 16557 1997 A,°P?3 " /ED AS COMPLYING W1T i Tr. SOUTH FLORIDA BG:LDItIC CODE � z U N w O ° s-a E O O u) Ua of 3 O O a vi cc 6za w 1 Z in N Z N C ) O (/) 0 CD 0 D UJ ZQ D (V } Q - Z cc O U O oo W m 0 dl 0 0 v 0 i cp 0 J 0 0 0 m 0 v 0 tC 0 0 CO ) Y u drawing no. W96 -27 PRODU ON;TROL DIViS BUILDING CODE COMPLIANCE OFFIC1 ACCEPTANCE N0 t 2 K' 01 sheet 1 of 3 )+ ALUMINUM SLIDING G dc PRODUCT - 17 - 1/ 4 1'1.1J. - 227 3/4' F.W. c 1/4 lY4' ( ! 1 ! I 6 . i i 21 1. 22 3 -- t> J .9i 45 12 X 1/2' X 13 1, 0 X 15' • 23 3/4' 6' -a- 24' 23 3/4' 23 3/4' 24' 24' 24• 24• 23 3/4 • SLIDING GLASS DOOR SERIES 3000 • COMPARATIVE ANALYSIS CHART BASED ON FTL -1303 OF 05-09-96 TEST SIZE = 227 -3/4" X 96" (OXXX) TEST LOADS = +65.0, -65.0 PSF DESIGN LOADS = +4.3.3, -4.3.3 PSF WATER INFILTRATION TEST = 9.0 PSF TESTED GLASS = 3/16' TEMPERED. REINFORCING 3/4' X 3/4" ALUM TUBE IN EACH BOTTOM RAIL 2' /4' 4' NOTES: 1. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2. ANCHOR CONDmONS NOT DESCRIBED IN THIS APPROVAL TO BE ENGINEERED SEPARATELY. Engr. DR. HU!AAYOUN "FAROOQ STRUCTURES FLA. PE 16557 1997 A,°P?3 " /ED AS COMPLYING W1T i Tr. SOUTH FLORIDA BG:LDItIC CODE � z U N w O ° s-a E O O u) Ua of 3 O O a vi cc 6za w 1 Z in N Z N C ) O (/) 0 CD 0 D UJ ZQ D (V } Q - Z cc O U O oo W m 0 dl 0 0 v 0 i cp 0 J 0 0 0 m 0 v 0 tC 0 0 CO ) Y u drawing no. W96 -27 PRODU ON;TROL DIViS BUILDING CODE COMPLIANCE OFFIC1 ACCEPTANCE N0 t 2 K' 01 sheet 1 of 3 )+ ALUMINUM SLIDING G dc PRODUCT ,- -[------ - i I I L ___[__ _L _ PROPOSED NORTH ELE VAT ION! PROPOSED FL f=1- AN 12 open - -4' NOTES: - center 12' door in elevation - 2 sliding frech doors with fixed side - lights (see specs) - all doors to be 36" - 2 w a l l sconces to remain o 10' -11 3 ' _ mr_p Jm '•' ht - r�t to a in eofwa J1 al up No " m q n m 0 Z 1 I 7 m O r p z r rMr v D. m m m , 9 m 0 N A A n r P o a --r a o g o 0 I Lu' f 0 x r 0 h