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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE NL : Date: 3 Fee Due: 50 Receipt# ; ; , Permit #. �— PLANNING & DEVELOPMENT SERVICES , BUILDING & CODE REGULATION DIVISION • . - 2300 Virginia Avenue r { Ft. Pierce, FL 34982-5652 Y tl 772-462-1553 f. 4 e y 4% C�, APPLICATION FOR ALUMINUM STRUCTURES PE5 ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2-6 4-" S. tE— CAA / Hd r 97-4u-c 1 g eec- 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): /01 Y'/tr K Z�P� l V3 �� L D a2� 5. PLAT BK PAGE BLOCK 2-T LOT cia 6. PARCEL SIZE: ACRES/SQ FT: _)I LOT DIMENSIONS "70K 13-0 X q G K FrX16-2. 73 7. SETBACKS (ACTUAL) FRONT: BACK: 63 RIGHT SIDE:. LEFT SIDE::2S' 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE). N = New SG = Slab on Grade ' SQUARE FEET OF TYPE OF CONSTRUCTION A = Addition SR = Raised Slab DIMENSIONS CONSTRUCTION R = Rebuild WD = Wood Deck ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ E STING X NEW VEXISTING X (Z 6 ar CAT 1, 2 OR 3 SUNROOM NEW ❑ EXISTING Iq X 9/. r 2 /r A7 ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER ❑ NEW ❑ EXISTING X EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet TOTALSQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ r'g�26-. The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500' or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.041262010 76 OWNER INFORMATION NAME. ADDRESS: 2GY cr-)F. e.41n 1 H 0 •$' ( CITY: /po e .�'�? L �G [r STATE: rL ZIP PHONE (DAYTIME): a'14 ,S"2r % ir'6 EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM, THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): �) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: 24/ ZZ. BUSINESS NAME: .499,A4-r ua° a oAor .y14 z 6Ly b A9_n2 V �S 4WC QUALIFIER'S NAME: .G/�'ELCe�l.�4lt<lJ ADDRESS CITY: S'� "� 1/Ctfi STATE: 4'L- ZIP _�O,P7' PHONE (DAYTIME): 7( 7 a} 20l 2< <! FAX NO. 772 33 L-63ZQ email:. '04,ZAR0 4P4^A-a_ ARCHITECT/ENGINEER: • S�Tk r/.�;�/ 0 �'1 A=� ADDRESS: /.3630 5- r#S%. IVOA �� S'L! 7-1S !dL__ CITY: r' feo¢!L IN i STATE: FL ZIP <3 3 ? 4 0 PHONE (DAYTIME): ('121 ,E GG NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2'sets of color photos for all storm damaged areas to be reconstructed: One picture must -include house address number for inspection verification. ( not required for construction unrelated to storms) OTFICE. 035E ONLY SECTION TOWNSHO? RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Required REPORT BMIS FEE $ WSC FEES $ TOTAL FEES CODE y �pn �pp+� �T�yT r.11'li 4x1141`l7 ..: :.. FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE COMPLETE / INITIALS ok F a M t PLAN REVIEW SPECIFICATION CHECKLIST PLEASE PROVIDE ONE OF THE FOLLOWING: ❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x I I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4a' wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072' ]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect I Engineer's plans & specifications. • All.light metal alloys which are utilized shall be designed in conformity with the Florida Bldg Code of 2010, Chapter 20. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component'highlightW and with fasteners and design pressures, per FBC 1714, clearly identified" - (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE,ABOVE REQUIREMEt4TS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF. THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC .15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A 4'r' wall or a current, signed original manufacturer's attachment approval letter which includes the, model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. ,6 K CERTIFICATION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand• that separate permits may be required for ELECTRICAL, and IIVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the footprint of the structure that was in existence prior to removal by the storms. O, R OR CONWtACTOR SIGNATURE TRACTOR SI ATURE STATE OF FLO$ A n COUNTY OF The foregoing instrument was acknowledged before me me this array of 4c- 20a by 1- or who has produced as identification. Signature of No ;+r_ VI1 VVI,IIYpJGp/IY tt [ R WPJQ e:4 EXPIRES: April 12, 2015 Bonded Thru Notary Public Underwriters STATE OF FLORID ,a COUNTY OF Y The foregoing instrument was acknowledged befo a me me this day of 20 , by o is personally known to me, or who has produced as identification. 2g1�Y r 1 F 30 (Seal) of IRES: April 12, 2015 Bond ru Notary Public Underwriters IMPORTANT • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. cp7w! Resides, :&j / Commercial Build*nl= Permit Checklist SGYE 8;6A"fO.�N.CxjrrLk^� c P�Ri�illY. NU1Nl� 1 ©O YCH�ICIi�fe1 cam, General: Application completely filled out with Notarized Signatures ........................... ....!................... [� Yes ❑ No ❑ N/A Sub Summary list with contractors' names & county & state certification numbers.. F-I Yes ❑ No EZCNIA Sub Agreements with Original Signatures ......................:......................... ElYes El NO Iff NIA Owner / Builder Affidavit .................................................................... Owner / Builder Electric Affidavit........:.............................................. FilledLand Affidavit...................................................................... GEO._ or Recorded Warranty Deed ...................................................... Recorded Notice of Commencement..........................................:............ Utility Agreement or Payment Receipt ...................................:.........:..... Vegetation Removal Permit................................................................. ❑ Yes ❑ No. �N/A ❑ Yes ❑ No dN/A ❑ Yes ❑ No [ZN/A ❑ Yes ❑ No [ N/A ❑ Yes .,::i�dNo ❑ N/A Yes 0 No 41NIA Ej Yes ❑ No d NIA, Non Conforming Lot of Record .............. .............................................. : ❑ Yes ❑ No [+f NIA P&�ns4 Caflc�a➢ataoffis & Atta&l ents (3 copies commercial 2 copies Fesidendal) Complete set of plans with Engineer / Architect Raised Seal ..................... [ryes ❑ No ❑ NIA Truss Plans Reviewed and Approved by Engineer / Architect ............... I........ ❑ Yes 0 No dN/A Landscaping and Parking Plans............................................................ El Yes ❑ No [J N/A Three (3) copies of Approved Site Plans ................. .........................: ❑ Yes ❑ No C�,,� `t.'N/A Two (2) Sealed Surveys or Plot Plans with Dimensions, Finished Floor ........ ❑ Yes ❑ No dN/A Elevation and Setbacks........................................................................ ❑ Yes ❑ No Health Department Approval Stamped on Survey and Floor Plan ................ ❑ Yes ❑ No [J N/A Health Department Food Establishment Permit Stamp on Floor Plan ............ ❑ Yes ❑ No ❑ N/A Manual ' ' or Manual `W' Calculations ................................................ ❑ Yes ❑ No N/A Signed Energy Calculations .......... ..................... ............................... ❑ Yes ❑ No ffN/A Sealed Wind Load Compliance Certification ........................................... ❑ Yes ❑ No [EN/A. Product Review Affidavit ................................................................... ❑ Yes ❑ No EZCN/A page I of 2 F 16 A -A U'p U -j U 1; V V&V q:W. Uzclo. w Om al / C mercial Bundlaf--,yermit Checklist.,, 0 E - LGOT-100. T 7771 '1 F MIT* IN Wher: Health Department Permit Paperwork ......................................................❑ Yes F-1 No ❑ N/A CD for Fire Department if Commercial or'Multi-Family............................ ❑ Yes No ❑ N/A DEP, SFWMD or Army Corp of Engineers ............................................ 0 Yes EDNo E] N/A es El No ❑E-1 NIA Pool 'Barrier Affidavit ........................................................................ Yes.❑ No N/A Ground Sign Landscape Affidavit ................................................. Bum Rate for Sign Cabinets ............................................................... ❑ Yes ❑ No ❑ N/A RV. and Mobfie Home Tie -Down Only Copies) - Permit Workshe6t (Tie-DoM Diagram) ................. ................ M Yes.-E] No [:3 N/A Manufacturer Set -Up and Installation Manual ........................................... ❑ Yes ❑ No ❑ N/A Manufacturer Blocking Documents ............................................................ ED Yes F-1 No ❑ NIA Signed Penetrometer Test I copy) ........................................................ 0 Yes ED No F_1 N/A StairDetails ........................................................................................ ❑ Yes ❑ No ❑ N/A Mobile Nome Inspection Report for Relocation ....................................... ❑ Yes ❑ No 0 N/A Copy of Title for Relocation ................................. ....................... El Yes M No ❑ N/A Class. 'W' A from Growth Management ....................................... Approval E3 Yes ❑ N® El NIA Name (Printer)' Page 2 of 2 Signature Date MIA MIMIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 HOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www,c�i��gidade.f¢avleeo�wnty PGT'Iodustrles 1070 Technology Drive, North Venice, lil. 34275 SCOPE: This NOA, is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been. reviewed and accepted by Miami-l7ade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIV). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, if tli5s product or material fails to perform in, the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may Immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: DESCRIPTION'. Series fISGD-250011 Aluminum sliding Glass Doors W 1 wo Reinforcements — Non -Impact APPROVAL DOCUMENT: Drawing No.757 Rev M, titled "Alum Sliding Glass Doors-None-Ympact", sheets 1 through 16 of 16, prepared by manufacturer, dated 09-08-04 and last revised on on 11/30/11, signed and sealed by Lynn Miller, P.B., bearing the Miami -Dade County Product Control REnewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section, MT$SXLE IW A•CT RATING,, None., Approved Hurricane Protection devices, complying w/ MC, as applicable are required. Limitations: 1. Use of Table 1, requires No reinforcements. 2. Use of Table 2 and 3 require full reinforcement per sheets 7 & 8 of the drawing. 3. Egress operable doors must comply with t in clear width per F)C, as applicable. 4. Nominal'/" max. air space is applicable for I.G. glazing with Truseal Duraseal spacer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a, revision or change in the materials, use, and/or manufacture of the product or process. Misuse ofthis NOA as an endorsement of any product, -for sales, advertising or any other pti poses shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ,ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire. NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA renews NOA # 11-1016.I1 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by. Ishaq L Chanda, P.E. NOA No. M0726.03 MADE. NExpiration Date: May 22, 2018 \ rr Approval Date; October 18, 2012 �9\�\ Page i �}.^ 41 i i PGT Industries `- NOTICE OF ACCEFTMC& EVIDENCE SU MITTIED A. ]DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file *j 11-1018.11), 2. Drawing No.757 Rev M, titled "Alum Sliding Glass Doors -Non -Impact", sheets 1 through 16 of 16, prepared Iby rnan�.�f'acturer, dated 09-08-04 and last revised on on 11/30/11, signed and sealed by Lymx'Miller, P.E. B. TESTS (submitted under file 911-1018.11 / 4 08-0213.03) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 � 2) Unitbnn Static Air Pressure Test, per FBC, T�,.S 202-94 3) Water Kesistance Test, per FBC, TAS 202-94. . 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and,TAS 202-94 Along with marked -up drawings and installation diagram of aluminum Siding Glass Doors, prepared by Fenestration. Testing Laboratory, Inc., Test Report No FTL-5095, dated 12-13- 06, signed and sealed by Edinundo Largaespada, P.E. 2. Additional test reports, Trst report No. FTL.-3102, FTL-3116, FTL-3117, FTL-3596, FTL-4273, FTL-4275 and FT.L-4277 per FBC, TAS 202-94 (fonaally SFBC, PA 202- 94), issued by Fenestration Testing Laboratory, Inc. (Transferred from. Me # 04- 1.220-05 j 08-0213,03). C. CALCULATIONS (subnvttcd. Onde;.' file # 11.1018.11) ' 1. Stateint�a letter dates OC T 11`. 2011, complinmce to FBC 2007 & FhC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated i0/07/11, Successor Engineer adopting the another engineer's work por FAR 61015-2,70;1, signed & sealed by Lynn Miller, P. E. 3. Anchor verification and cozx Parative au;.lysis elated 03-28-07 and last revised on, 08/22/U7; prepared by PGT, Sigiled and scaled by Robert L. C1ar'k,, P.E. (submitted under file ## 08-0213,03) 4. 01.azing complies with. A S,TME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade De'part=nt ofPein *tisrg, }mvironrnent, and Reguk gory Af&.rs (?BRA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (submitted under file ,.AI-1018.11) 1. Statement letter dated July 25, 2012, compli,uace to FBC 2010, prepared by K, 1, signed & sealed by L.ynntMiller, P.E. 2. Statement letter dated OCT 14, 2011, compliance to FBC: 2007 & FBC 2010, ankI "No financial interest", prepared by AGT, signed & sealed by L rrrn Miller, P.E. ' 3. Statement letter of �:on brmance acid no financial interest; 03-28-07, signed r ry Robert L. Clark, P.E. (subnutteJ under file #t 08-0213,03) 4. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA renews 4 4-101.8.111, expiring May 22, 2018. 2. Previous NOA associ.tted files- 08-0213.03, # 07.0309.09 and #04-1220.05 3. Test proposals No(s)0*7-2245 and # 04-0404 approved by BCCO. 1 i�=Ait a �yLCtaraW,PX Product Controi Zxa,ainer ?VOA lti O. ,k 2.0726.03 xpiration Date: May 21, 2018 Approval Date: October 15, 2012 g-2 r GENERAL N —!MPACT SL!D!rdG GLASS DQ R 1. GWING OPTJONS: ' B. 3MV TEMPOtEO GLASS. TEST RWORTS M3118, FTL311 i, M-4277 AM M.4mW C, lWTIENPERMGMS. TESTRE ml?TFTL-rQ24 D. W 1NSUTATBD QASS (LG 1; (2) I R£3 OiF 3I18' 7F3i1PM7Zt; CUM WIFH A W AIR SPACE TEST iRl�OR7S Fl L11Z73, FTL 4rlT5, F7L 418D. FTL-0285 JopiD fiL 4341. 2-CXW 6URATJONS:SEESHEET3. 3. DE M PRESSURES: SEE TART M 1-2 ON SHM 2 A KS"TIV6 DESIGN LOADS aAMD.ON lrWrED PRESSURJE APID ajd 48S TABLES ASTM E 13W 42. IS. POSITNEMMIRLOADS RAGED ONWADER7BBfipRE5"IllAt GLADTA9lESASTNOE420DD2 CDESIGNPRESSURESOIL STHAN{pPSFNOTAPPLIGABIEINIIVWj4DIIDHOWNTY. 4.IANCHORAOE:THE 321MSTREMINCREABE HBNOT BEEN USED INTEDTNFTIPRODUC-THAOOME Wp CO►pC7yT01�RD931MLLAPMAERpIMSIERg,INCLUDING JMRMTQSTEEL SCREWS,aSHALLmEE THEREQvi9lqbFwFMT SEE SHEMS 13 AND 1d BC. FOR AN]0R6E DEf S. KA►i-IMDE COUMTY AWROVE DSHUT1EiSAIRE REQUIRED 4N NM MK)ADE COUNTY AND WHERE IMPACT RESISTANCE M REQUIRED. & MALILATION Sd1REYfS, FRAMEAM PAWL COWERS 8EALED WRT3A SCHNEEVOREHEAD SENM SE41BL 7. ARC: TEST REPOM M-0Ia FT1+311e, F14312-F. FTL3&W, FTL-4273, FTL-4275, FTIL 4277. F?1.-42SD. FTL 4286. FTL4941 AN id% >ELCO Tl ]XTRONI M 040721.01. R4022605 yANSIVAF&PANDS-p(l5 FOR WOOD GONSTRUCnON >ADF ,MMALUMINLMDES)ONAVINUAL 3 TmPf OD=FY1.4BEEN DESIGNED& TESTED TOOOMPLYWITHTHEREQX7EtMJTSOFTHEFTARIWITil/IL4IN000DE, RTTCLUOINGTHEHIGH VELOCiTYHURRICANEZONE (*MJZJ. 9. QLA2WG VRTYL SPECIFRGATIQNT 004536, 37.4131} a. PVC MATEFMT. BY BAYSHORiE VQWf L CODAPOLR10S, INC., EVRUDEO BY TEW PIASTTMB. W 6. HARDIi ESS: TO SHORE A a BPECIFIGGRRVITT:I.R3 d. T17RSBESTRENGTH:146U PSI e. ULTLRRTEELONISATICIR360% _ T. MODULUS Q91W9FELOIIGATION:BWPSI Q.TEAftSTR09Mlt 21*fMN 3118'1EMPERCDGIASS' 31Tf GLkS6 D3ISE �o 1I4' MWFEHEDGLASS TIRUSEAEOL RASEAE--, SPACER (TYP.) 3JS8'TL3dR'F.FIED40LASS - 330 Nom. w I.G. 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ZV L 31AN3'35 9i Slalom, BRIE �11>tw�aapglt�wa�� aos iot) �e t,�i .ie tag sae � eu� s Yd 2HEgaH'dGO0 T116b3Ao {L.911E`3�Vd?ili'1.ANP�'OIC d►l31A19:LIb-U4M .13dkIL SSY7 111i31116 YO9P(Osl.'TdQ3�I1'ImN%�lQelFBY vuL- a5er o�c� a9� on�� OTIIeL 0�9+ a � woup. 50+ ��MU� a ml- o see a os e- o soµ o osl- o tzl- o s� a off ono- ana+ �p).s3 (�e3.aa {0+3 t�}.oa a" tol.ea aow3uc� � iaxva .ulal�+aoaa,ar�rn •wa�i ao�ua (L,BNE'�Yd3.fJ'l•l.1SlR}'4Y1Q3H3eJN�lA�S'-9LZ1r1Jd4E(Z'o-ld'0 Zl.9LIE'3'�E _ O3V3dYIgL.b/L �a018'lEi'0 'n i813�1Bi7O SIAtL�3S3iY11P[i113OYOdt4�177Ei� 9s Mmaroo)mow alwmrdmr37Plta¢t i[ela3lli Floof "m i 'llm ONMAMo< EIORF3lM C arwx. MY/31111tlPAfdW09 { �lYlft NOIN.W a`771r -lvel.oa [o!?,�o te91.OB n+,nm Mfd �liEX3ET1Oo0T1112l3A0 to "WM ,till iA{1C1'S; I Q3117dYq]. •�'9 �592frltd Y 09ZY^lEd'O gN1I3dY431 Q113DD �115 �L1�V•lJ.� Y Ll6b lLi '9 �S3dLL SgEl7i is.»Ns eo ®IIVIL'88 �>I��o�{wa{� vn ma Ia3ain w oY19Nm1 H4YI .ZIP S'7ii84�U11317F3! �SISJL?d d�09 CODE: PANEL TEES A o-irFRi OaC � lAC1iSTY E 8 � WE IPTIERLOM C � INIIERLOCK _ D LOGRAITILE I�NTHERUOCK E L R IIVPERLOCKK R.IL !N i.LRLOCA TERI.00K J IN i ILgIi�ERLOOK (� LOGGSIYP DOMM H NTERLOCK ifd�Tc�RLOCK IXE I �DWRE� �d�:F. lY-K J IOGI[RTU.F L� STANDARL Atli`ttARiVL K INTERI.OfX �--� �-'--LTf— LOCKSTILE L AS AA INTERI1.00K 11A IAC{STILE &aERLOCK N 4L j. IN EEWCK llOCK � room F I MCACKSTiM CODE PANEL TYPES CONF[GUO TlON NOTES- 1.49A}5411JA1 DAYLIGFTI OFENINGOF 71E hDIACMi 48' NOMINRL R LOCK&TILE WTERI-OCK WWMPANELIWES1344118". 2. MAX ALO HEIGHT= 613M FVMD CEG KSTILE ! MA! 3,UOORCONFIGURATIONS INCLUDE IMP MPOCKET ANDANP DOMINATION THEREOF (LiMRED TO EIGHF PANELS AND SEVE14 TRACK FRAMES) FWNES OUER-3,W"&ARE MADE UP OF REVERSE - FIRED THEAPPROVEDFRA4MEODWOKEMSHOWN ONSREETS11 T ASiRAG4t LOCKMU AND120FT+NNOA. EXAAIPLE MAXIMLILI CONFIGURM IONSa REVEliSf? A. FIGHT PANELS ONrJRTIMCKS(CEpRERUMT) i u ASTRAGJIL LOCf6STILE B. FWE PANT-LS ON RW TWd= (BY-PfE TRACKS IN EXCESS OF TOM REQUIRED FOR STRUCTURAL f i HD(eu !O� Dlg ODORPAHELSMAY BE USED FORSCREETIS. YY DOUBLE ANDARD INiEFLOCK SASTRAGAL DOUBLE Y � TILE INTMOM s wi�de�l�ldfs Z Lochmike LoutwaI= -- YR I MOCKDOUNZ LO�CK4.iILE ViS 0"ERLOCK LOCKSTILE --_-- i LR L NUERLOCKVffi . • � 1 DS 1�NIf�RLACK IN�EBFiiCCK SD iERLO0K ssitw� OF PAFI®C. rIPIES ra�ar� A!(,IAf SLItJIMt'sGLASS PRCE WMIMPAC7 �4 YONAL. tip,:`' 1d7eAiPst ILSU7! S'8dL1. $raa BGO :1F a 9 :8 757 m At" 7 sAAE LO h---- 441.fr O X DAYLIGHT OPEWla Pik 4W f3DWUL, MLICONFIGURAYIONS Fit. air KO►I. MAX_ PANEL W6lFl � �; �+ riMAVILIMN 7sw ram. w MA IL . I l"L==jl I "I -I OPMNG j Ml 4S MOM MAX. PANEL YADTH 1- ---I .Xxp RXXXO or OX)(Xp 48°NOM. MAX. PANEL VaM �+ Oxo s T oAx. L TVP. 4B' NOPL MAX t . PANEL WiMH 4 HE DLO wmli ` 4S"NOA9.MAKPAIIEI_Wi17Tf1 T +>> OXXO or XXXX pX)(YO or OXXXp mss�.'wnmA9ronsnse EMO A17Rl�¢R.SiiTF �� Ra 9Ctl fLSIfAi T>Jn�lleAps �6 t601J+J0 I NOTES: 1-SFf StEET3 FOR PANELVYPESL 2. OLD 11 WM = NOMNLAL MUM -3 TM o^. CP D rEK-'{ii - DOMHEfdHT-4 VI AA ft M Ml OEi' - N DAYLM IC�F[T - 0�'E.PNNG 1 �` WA 0IE ;NSA �. A L PF. +r+� AFT ib4 VESC87fl5 zf A�=, 12 �-1 r-i u 216 {5 — TRACK HEAD k SILL Sal 274 216 (5 — TRACK HEAD & SErL L SH ;:71174 21 2' i5 2f — — EXAMPLE MULTI—PRRT EXTERIOR FRAM£ EXAMPLE MULTI —PART INTERIOR FRAME HEioxr ALL CAM IM. O NOTE MAx.DP W) t 3W su=�9ssPSF ►VERTICAL SECT. STAN_4� ER.W,A! SECT, 7� EXTENDED SILL elaawwo Munwistmalm ONE Mr. NOM ITEM 74. �.slssae� WiERIORSILiS NWAPPFANM Y&WRE WATER iNFILTRKTtON IS REOLF RED. lbMt MIM VFRIJCAL SECT. ' *=' NaWras INTERIOR SILL - +�.tAu. s1.mw1� �tss� ammo Sl2 5 � t8 �3l Ad rFasc�aa I -- 8EC3. A,An a c s - o INTERIOR EXTEMOR secs ae � srx�r. n•c --� SINGLE./SINGLE INTERLOCK EXAMPLE WZ NO REIN ORCEMENT (TAKE 1, SHT. 2 DESIGN PRESSURES' !I x OR z� i x X OR 4 1 m SECT. A —A iQe DR B MOVABLE INTERLOCK cECT. G— AT P—HOOK SECT_ Q—B LgilKSTILE_AT {ASTRAGAL MOVABLE SINGLE/SINGLE INVRL.00K 78 Ali D 77 b OR iQ8 DR Q J OR �OJ 0 Q O C? Q Lp—"jl AIRSPACEFZ I ---- rip. ALL secTmm UMSM ONLY VIM k FIXED PANOL 4_ SECT. D—D OXED TO MOVABLE SiNgLE� SINGLE KFERLOCE x. T - TdlS tor9r6G1notoOvm�tE N r17wrrte�s�aer na�ttasv SYOt lAtKlPJM SECT. E—IE LQCKSTILE: AT JAMB HmwwAL sECrma TAaw 1- ALM SUDM GLASS PR 8 w ss w.e armor ' L-1V ii� 6 + JS - 767 rtbOt�YiSlrit�� �.�awam►,ee+a a 14- t f rt�E+rrrf - � Fld r�� t� A.LTMA EfZ9E r-� SECT_ A R r — SECT. 4t H 56G E E — � � INTERIOR ° o 0 tail. aeEna�j 1 — — — — — — — EXTERIOR SWT.FFJ'� sEcr SINGLEISINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2. SHT. 2 DESIGN PRESSURES) 8$ � oras x — SECT. A —A MOVABLE INTERLOCK ros oR � SECT. G—G AT P—HOOK SECT. F—F LOCKSTILE AT ASTRAGAL MOVABLE 51NGLEISINGLE INTERLOCK 76 A1dD 77 6OR 9 x DQ ORO R r AIR SPACER, rHW ALLSECTOW USED o7Y x F1XED PAK 73 78 46 SECT. H—H FIXED TQ Iu MBLE SINGLEISINGLE IWERLOCK SECT. E—E LQCKSTI�AT JAM f�w+�rtsuvol S9�t'dij8'� amsxo � 7 + 4B �� 75T ��ti"_'nt?.Y lYPJPt �H /ir�i *' waSUM r= OF ' O'ap. Y.1,lUN 1HLLEYC PE O.ER6!'i 6 �•----- 5,216 3 - TRACK HEAD MArL: 6063- T8 #631 032 ea? 5�09i-•-------� _ 3 - TRACK JAMB MAT'L•,6 T6 d .0112 _T A S -TRACK SILL, EXTERIOR 2T W, SCREEN RAIL MATl-56 3-T6 _ ADDED FRAME COIAPOMENTS U16 A t�� NA .rw Dw --�� 2JJ ADD -ON TRACK HEAD MAT'U OD 3-T6 61.3 AS2 1 97 2 - TRACK FRAME. 2f JAM JW-ON VAT U,6063-T6 617 r--- UO2 ---- i d;00 "6 .002 AOD--ON TRACK, 29 .1 FOR FR IME HEAD MAT'u 6063-T6 #0 4 -440 I ism2.�ea ---•-f L -1WCCK SILL. LOW -RISE E MIUOR BQ ADD--ON 60 MAT'L 63 TB lArA r_�� iA00 ADD -ON HEAD 2£8 MATI: 6063-TS ,ff6s4 11132 2J 3 - TRACK ADD -on SILL 2f 2-TIRACK SILL,LOW--RISE - i44i'L 606:�-T6 OW-RIOR W/ ADD -ON 61 b UAr � T6 5 y renpuCrWVLWo .:rhrN�^� wwl� i6r �1w0! 002 n Afi2 A6t ram .SEA ,.� 1 S&2 . 51ki 1117�1 ` , ......... ADD- ON TRACK 2f SCREEN OR FRAME SMIL 2 TRhkCfL SFLL. { tATTE3i10lR flYl rsOD SON `* �k = 2i7 1 JRdvCfC ADD --ON SILL : J9 1Tdf£RlOR YYf AQB-ON 28 j MAT'L.j61&3-T6 ViT U GD ..T6 MATlu er�3-T6 LgAT'L`08a63--To N0'* o t�l !� • IF,�_ ra�r_saxeFtr7sara�r _ �'�"` � 9 •�. s 3 !� fa - --� rnmaGyuQet tbm"dig,1 m4mr ICONZriplIFEU, _ _ 5 S _ IrD'.2lRG 25�rir E rxA` :kvw:i- Gai!c�iIi5C7agi' -��s� f1E�t1115 i I4�SJb'L SYRJi4IfCf GE�44:�3 dJ(30R, lJ�D14�PA$PAL7'/t+�AL �;,• to tit nor FLAM j7 +t w rc A.lriGIl MLE6FL R@. F.t. d4g601 -�_,_ SOIi1BP60 rlri$ cs + 9fit- _ 76T M P.ewsoms i 1.4oa ' Ij /JlCHOR � 1A67Rff. MILES �7!} 2 - TRAGIC HEAD OB2 -•-if-- tJ 6EfliL• 6063-76 70 HI -RISE TRACK ADAPTER #702 MArL: 6063 T5 #722A ~j�!f! �Q52 W IF , 1. OdD IfAi REF. IE ANC AMLIWHNOlE6 HOOKSTR ]3 MA7'LL� 3 76 l 69) MAA: 6063-T5 740 USTREF. 1.75D� UPSA82 �,� OPTI0KAL SCREEN RAIL. POCKET AfhTL- 6063 TS 566 z .- TRACK F:FtxzroR S11-E. 9�T6w �.a► lJW REF MOLEANCHOR F t�'� 1.797 .m TRACKA -_H1- AIAT'dorm--T5ltiR `�¢�Ull• 11TIN 74 2 - TRACK "TERIJR SILL 732 ' * ew 597fl MAT'L 063-T8637 - WJBIR7 f9406EIHSlow aw C fsMAW�[S, .p107iiP' •\� .0 arw r,�c r r8 �, aL- &&VIM GLAWDOM, NON -a AOT �.f j{�u rAt.1 FX �com is GUL ae fki RaCJE l9.AEb r bTfuasNT AITS 12 fG ?v 81 ME PE 1.375 i.3r6 Apt i.G, TOP FZ61L 8063-75 TOP BAIL MArL• 6063-75 (BMAT'L: !1! #61a !r #7D5 r►-- 2.437 -- j N-- 2310 � T 2atp 1A.z.2 002 1.516 A43 1.6t6 U80 `i0! hlkT lOCPt5YILF .T �7 I.G. DOUBLE INTERLOCK STD, DOUBLE INIMLOCK 2,437 134 MA 7A63-T6 MATT: 35 63T6 l � J � � �E32 STD. LOCKING STILE 61AT1�7 863--JS -54A JOW D02 Z438 A38 tH 2 --i emD I-- ---1 I.G. BOT10M RAIL BOTTOM RAIL PAATI-- 6053-16 t! FAAiL• 64363-T5 #619 78 #707 TI-- -W 1E91 I 1 { 45j RFORCEmENT 46 REINFORCEMENT PA+4T. 6063-T6 MAT' � 1 0214 83-TS fIEPAS 45 AND 46 LENCM - PAWL HT. - 4 I/e 25M --- 2.645 t— U - LG. ASTRAGAL UAT'L• 6063 T6 ter #737 O O o a t �m —I--3 1.030 I-- Lo L12M L 77 FIXED PANEL CUP, SWOM IAkT'V 606,3-T$ 717D damp aaaam O O {{ O U F 176U -4 1� + 126 FIXED PANEL CUP, IOP 76 MAT'Li6763-T'6 6305--cm I fffs I i4 a IN 1AS2 I AB3 M4.TU 6063—T6 1Q 1735 T_ 2310 -- 1 1 1AW STD. 1NTERLOGK MAIL: 6983-T6 s #705 53 ,Wrifs ►1��N�' ':?gip ' 1fo.5M5 -6 . & * ' !i ST. OF �i � Jd�/1FAIL FFK7AiDS 91K9 Md 7d'ef�f��rNA�Y V hr� a3 IlilV0�8''`�i hlVON WOW SSV" OAM76r" E�3F:tf 1.�%1 4avaR :l m-mx VRL-.E fel wt e11iVtIPM-E =1 m QvgS MVIL-a TE9 aot .130 mm-1 LJ w d`MVHN9Wd3S JA0 - 999 Ee iQd IAlvf 7E3v8Z-1 8l9 ZIfL Boa atr�xovuL- l crs sec ?IIOfl1l318II�IKJ[1 SM. KI -7A 1'aimLTd Q] Ow I£1 W w9I!£ vdS ..i•}l alit/ UVIDIa'.SB OEI V'D DI vlDVKMv LEL lZl D"DI 'fig3WLIJ0O 6l9 Sil WFVy 00 r LZ/ :l J A -At4 mit I r 1lbawfL 6 D' AMY 2 IMM $lFi[P tva L"I 14 ,MxgLl smlcmLU41x OWE il 06 - �XVHSL OL blSlir .Iii3tiv}Ia7dt vlmlaa >":s+' 8L S S- hssill F1S 199 61 1PJd�!iLL N '-'T we`d£omxl dd -R A 996 L4 7't gu 199 91 N£T1r'TL dai ffo— idNli anvil LIL 9L mit 3(1ET10'7Ewdr403LaH 9ZL 61 5t 3 ?RSY01�J2II}l:1@lIL2 LE9 K fL194 OIHLi1(k� `1IViIi1ilLlf]H am 51 ONE RKVI)DVUL d WL EL RCU £l a9QL4 TRS1I0111rf12 5��fiFi flem ZL Ml8bi9 ZVSStiLia]6i XLBT" di3A1 TBii ZI 66IN on-mx)vK-L ax U um 3II-LiMMW VH4iDZ 9llt 11 ILE69 28ldHIFY lv�lJaSl 111 > ul 3?LHrIB 3T61-o¢&IttBT'`.ItSeLI AM g EIL£+1 EUSNOOH Ift 69 X53AhLiSRlXOZ61l SI1T'N3ZidSZ1'1IL47-6A s Xviagm SSSBI SM -T-T Ric x9#1 MUM _ 'SS-SINS�T'Lid9SL?I off 6111 L MACadC103ova Ln _.__.. SOv64 311tT3T0.uolri aL51RX»ihli SIl! I kfINCSLIP 31W)DdT'. X)YHl ISL 99 �STITL (likLl Si"[Z37L[SiF?LZf'i�Iil 6 + ZtiJ9ZR laVILTY I XAll am t9 � ry �YIL iIIIDd I 6 IMP NT. IiNT'IVIND'I(Y.)ii9imay ra £9 �- '>H W-hV ILLi+7 a1FiTTIONQ�ll tDS{Q mod[ Z IDEZpaW id(g�111Ld d• d.KVd 3{VtE]I S£LT. A•A SECT si SECT. E•E INTERIOR EXTERIOR t� SECT.Id S'£CTc� SINGLE%DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN! PRESSURES) i ss R OR 02 6,f06 D 6X ` OR( N v SECT. A—!. MOVABLE INTERLOCK OOR rs4 AT _P-HOOK SECT. 1-1 MOVABLE SINGLE/CDUBLE INTERLOCK T6 APJD 77 f0 �R 6 I i 46 SECT. G—G LOCKOLE AT ASTRAGAL X 6R Q Q OR JOi USED only wrmi FlXIED PANEL, f ® tiROR SECT- J—J SECT. E—E FIXED TO Iyi01fABL} INN fSIIUG E INTERLOCK LDCKSTILE AT JAM x °`°r" uae�nveearfrcc I..—RlZ�.. SECTIONS TliEtF3_L +r cca rocs rrae¢(+� LR+�R ¢..1180�� RAW DOOP, AK?N-J .d Maw �^ 8•iR>l71SV FlSGF1 T:sffi,4S'am 6 hA FS7 q I�htA.�c. ���• �.,taY unn A i�4 1 1 00 = AlIF _ f`�`Saarun ��'• � LYdiN N6tlB r P.E M P€s®ros (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FMEDPANEL R THEWMPI CPOSIT40N To ATTACH FIXED PANEL 11DH?AME HEAD (4 MI-0PARELBRWKETSINSTALLED r CK-4 EACH RX DPANELTO ATTACH FWD PANEL7DFRAMEJW8 ` INSTALL YB'#10x1'SMS(4] i 76 RE4NSTALL010u2(4' PANEL SCNE WS (i) 78 03v 77 IKWALL * m/ r-INSTALLVrV49-"SMSW ems C2) % RL-ltWFALLI"l (1) TRAM CLIP A85MBLY INSTALLED � ONEADNA01TW15PAWL ATTH[3 G. POSMON TO SECUtW THE ACTIVE PANEL 10 lM RES%CTm 9LLL TRRCK r r 67 . w OPERABLE PANEL`' sx x� sass no nv+s!an z - T19BT . ` _. (SLMr3ETfiMa'1EEt � Ap1p 760YtlIQlAOVX3iE t794L� N_S�TJB �pae�utmaf NC110dIPSKl1tT1 7/B L .LC WSW 10 Ye cek O,r ` f PfdtEL6C1�1FTa{t) (I) FIXED PANEL CUP (BOTTOM)UWALL£D ON EA'^HF1%® PANEL AT THE INTERLOCKFt(WIDN � TO AWACH FIXED PANELTO FRAME SILL FIXED PANELS (_ J- , FT-- ALM "M MASS 220& AWN 7-895= ?Q 9 r le,w cwam -1oLf�_l9 =�Q_ :pp,�; ofAz rlr 0.EY9NitM-IH;pE %,I P,E� BlTOS •a sa: • � " �L�2'�3j�ru�3�a'��: Ei L • FFr Fri �.���'Fo W E M a✓1C�r3E Io�1 a r7 r }}���rF�-+��jj L:iJ'4: E M8 I PiWCK 6 SdL 1 AM 1 P 00K 1 SU 4�0✓IDAI. ANCHORLOCNIM 4&'NOM_ GLi"N011. a +98!'id4%i. MIN-C4 F ANCFM h ag'NiadX. ;x G.G PERAT �TRJN� i = fi a LOCAMOK TVP..{Tj•-.-. JAMMSEE SHr.16FCR o Q PERAT FLOODK 19 G1[>LTO a pgp O ATPPLIfMT1 c a t` i6Nt7L _ IPMLCq, NOTES: 2_ ANCHOR TYPES: -IM INZO TAPCQN 2- W ELOD SS4 CRETE-FLEX 3-012 STEEL SOREW 15, 2.18LASSTYPER 8-3MEPTELIPFREYI C-I TEMPERED D-SWIEMrERMLG- 3.1WERLMMID REINFORCEMEN1KEY. SSN-SINGLEt51NGLE VATH NO RFeg* 7GEMENT. SSP-SJNGLEOSINGLEWMFULLRFINFORCEMENT. Sm • SRJGLFmojjBLEwlH FULL. R2NFORC UDJT. A. AtJCFIDRCaUAHIiTESBMSEDQ?IiHE FOL1 t7VdIHC+SPACJiNC� JIAIlPSMDFLH)---YSSPACING -B'OA OLMOUCORNERSAND2VMAX O.Q. 9�I�AND�f.!.^;,^:,^!!s!� CIb+J:H?QACCO'RI�RSAND2a5Ji8'lM7Lt1.r £. INSTAU—PERANCHM IOU634MIES OF ;APL E 4. US WGTW EMENSIDNAL Ciii'[EP.i\OF No-LJ,. HEAD AJJD SILL CLA ERNICHORS ARE(7EQUWM AT ASTi;laALANDDrrERL13CKLACAT1DAi5C 114MRR63P[CIryETRAICK SE�T1IDHs.sE@SH�EraaFORP'alENtulLad.CHo6ttACATOA75vanalFfEAn. 1 BILL AND JAMBTRACX SECTONS. i9`TAAX AWwDIR $• LocnnLJN, �• ;'f�PL'i' TYP ASTRACAL Mn;FLOMTYP. B . "5 —_ Pa'OMK L�IQ Cppt Ji t] d 8 8 b 5 5 10 O: 1Q 5 e 6 �0 16Is r_ L, 6 I�P'wJ � ! i 66 f 6 s F F 1 9m � 3 TT sw i't 9l161 MLOP- TYP_ ®erg },tr�r.vLaa:. 2Cs M.WL HEAD& BILL=VMAY, FROM O.G.fRSy22ffii0'i6W%.O,G:ANDG� ATEACHA3TlMALOiiMEiiWM aAs&P-HDiwr.-e-m F-Fnura !!!!! OORNEW AN0 25'MAJLO.G TOTAL AT WAD= 30 ANCHORS TOTAL AT SOLI o 310 AMMORS TOTAL ATJAO - 9M WORS 7Ci'ALATP41OOK= SANCUM i�`-JeSA)6. i20i11� AL�7LO.Q HE,W LCAi3TFRLOCATiDNTW- 40 0--O'MilA. SEE C4,CIS ORCBCLUSLFRDETAILS RRD�i1Jsa0 S "� FAASL. ptearlr f{b.567g5 �: y} CLUSTERDE A L.S — ti �pO�� �1 •W� E3�11 ;�A5�_ rlrifJdAL F �.i•` It. LYFCJRiLI.B�PE L f'91t$ Ytl • TS ill A® PJE1P�os m W, 7!!WGV3H iu U0163ixa El ' SRPWNO:J.M'L =W9H(MNvH114 SNOEmavw Ham:) -NO mum -masod amool aw CRQM =am NI 96V(S73KM3KL N9W G3Noj1n03 mWSM6MMM)jaQNV NOD-MMM QWWSW M WLIVMLld9=3 SNMt--eS MWAA vmvurawNpox3vv1 TwHw 'Nowgwmgu mKikivaKL6v sarsdavpt IaV6 ISTRU-NOlU NO(IWWGAfA AIUMMOWHatsymWOMONVIt -:MMV301 TO-HOWIVUN3-LCd NO S3LON 'o L L 9 9 L n .rare 261871INI nwv-j, 14m, 3.4 KSI JAIN- COW-1 CONCRETE A➢ 14011 13w MIN. EO- 1 W7 2x1MDOD (SEE HDTf1} TVP-{2j fEKtERro[Xi o.e (SE6N0iE2) ALumRRJM FAUL ANCHDRAGE V#DODANCMRMOTE 1. •",.+�.••; ^.;,� j APPLIOASLETOHEAD ORMMBS :iF.:i,� (SEEworm 1) 1 i tfd AL LAIN. 1.W IKUMDBUCK MW. (EKTBVDF} 6CIBi f5 O.G (SEE NDTE 2) 2X VMD w 1a 1AA' MAIL SHBA� � 1AF' 3fA)L $HIM 1 i25M5 (SEE NOTE 2) - DETAIL-C . DETAIL-D WOODANCHOR DETAIL -J TAII`l6COLSHIM F+- (EXIERIDR) C& NOTE 1} NMES: TYPICAL ERAME HEM INSTALLATIONS DETAIL -F 1.FORCDNCRETERSTALATIONSINMWNI-RAMC"rYUSECNLYGMWSakD:?ODUMVAIPPRMEDSWOIWTAPCDNSSMEMED1W-NIN.OR SEEIgtE1. 1WSS4CRETEFLFS[EIIHEDOEDI3N•MIN.PO VMOD f- 1.5 KSIMIN.IN. GMU INSTALLATWNSUSESI2SCREMORELMlArS AC-FLFXAT KWMEM13EDDEDIWMK ?-WOODBUMMW.� [CIEDINTHESECSICY,ISON'FMSPASASWJMBUtaC .%-METOTALTHICIWESSISiF,C.l ili",d2" WDOD6IAGKSDE4 ISI %•r 3.4 KS( MIN. C0MC.AS2xAF&lt2-THICICORGRFATER-IMTA1AMNTOTHE9liili RATECFVkWDSUCKS TOBEFNGMEEWDBYOTHEROGRASAPPROVEDBY AL(frHORITY14AVIN6J1[RISOlG71061 3.FORATTACNIIJ=NFTOAL[ASFM:TNENATSRIALS!WLLSEAMINIMUCISrWNGTHOFB003•TSAMAMINItt1UM4DFlWTHICC[ TWALUMINUIi - IS9! STRUGFURALRG"ERSWILBEOFASIM-FOPROVIDEFULL SUPPOR7Yd3THEDCORFRWr&SIkLMTOiHATSH044K� IKMTMLSB,DANDF OONCREW vi1 ` O�G ABOVEFORMCWOODBliM(9.TMANOHORSHAU_BEAMSHEETMETM.SCRs:WVMUFJLLE NF-WINTOTHEALUMINUM(Sr=EO1=TAIL4 ANC R s: IFT[E9VCR[CERIAARE WTZNEPRESSURPSAMDANCHORAGEiPACINOPOR012SCRONSSHOW INTMNOAISAY UNRI (SEENOT£1) ;;!*,=' AIFSELIS71GHTTDSUBS7RftIT. GROW CRCWNMMATERIALIBNDTREOUIRFD.IFIJSM.MDNSHNNICK AWFAUI "KaWTmawliki , '13N`MM.EJ2 GROIir(5MFtIMIN.).(OONEBI�OTHER9JIWSTFULLYSUPPgtTTNEBf7WELENCBTHOF7HESAJ.THAT.lSWTTlG TO THESUBMRA7E. AND TRANSFM914EARLCADTOSUHSIi%ME. FSUBSMKTEIS=OD6-n4FELTPMLitOR S 1xV4ADOpBUCK - MdEMR) MASiICISRE mw,EDBETYS:ENTHEGR_OUTANOWOODSU681RATE.ORAsAPPRWEOAYTHEAUTI/ORRYH4w4s t 4)m& (SEE:NO7M2) JURISDICTION. -- t - I � y _��� DETAi1- E TYPICAL FRAME �. "";S iNSTALLATIONS 1M° MINX NOTe sI N,[)TE I. --+i ME NUM (EiTu4m (EXT::RIam (EXTEMOR) IDETAIL-G DETAIL-H DETAIL -I TYPICAL I?OCKET P—HOOK INST.&LATION +Ic VAC n. moss . 1219` MIN. _ - .. 3.4 {CE[ hl N- CONC. -_ 1%WDOD WJC9t{`..EENOTr:* (ExtEtVOR) +E yKim1. 13g.ylH. WCiCaUANCHOR ��CONC.A/ZCHDR� F WOODANCtOOR(am NOTE � 2xLUOC6 . (SEE (NOTE 1) F 'L'.Ay. , (sm NO7E1)1 � DEdAIL48 (SEE N07E 21 �,BpLKTacv[IFo 2e VAODD "— (SEE NO711:2) 1 W NAX 1�087 0.0 �-+� � (rSEE 18QiE 4} (T7CTEPlOR} Tr^s' ` yi 1 y.� i NOT 1. 13A4` N K E.D.. {SEE NOTE 1) 3A KSI WIN. CO)[C,. ©E rah -A 8 �A is � fe 1-- �IyF�daib6M tii- a1 {1 f. Sara$ =* " �VIi + O• S EOF f LQg P.E. P£J ss • " � Florida Building Code Online�� f. ,� � Page 1 of 3 .x �fiA+k S�4„ .i f+R�aat h l Y' lL t 4f ,.• tad A - �a �"N:k: �' �� ,��; b �' � s� .F' {k��{ "F} ii4 i� c t 9. ,�,.. ;r s� ryg��� y r',� t., -� a"ff; '`e�'i •�*"` BCIS Home i. Log In i User Registration 1 Hot Topics submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map ; Links 1 Search p L +.; Du"SI11esc'r L`p9 Product Approval Professional USER: Public User Regulation Product Ararova? Menu > Product or Application Search > Application List > Application Detail na s FL # FL1435-R11 Application Type Revision Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Jens Rosowski jrosowskl@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 josowski@pgtindustries.com F;ya { X•`.) �.•;,4 h l Windows Single Hung Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E283 2004 ASTM E330 2002 http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD... 4/30/2013 Florida Building Code Online/ Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 01/09/2013 01/23/2013 02/01/2013 ..... ................. ..-........... - ........... .... - _ Summary of Products FL # IlModel, Number or Name Description 1435.1 SH - 200 (Prev. 4000) Aluminum Single Hung Window (Std. Meeting Rail, inc. I Pass-Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R11 C CAC Certification b.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/16/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R11 II SH-200 STD.Ddf design pressure, size and anchorage information. The Verified By: A. Lynn Miller, PE 58705 Pass-Thru version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R11 AE Prod Eval SH-200.pdf Created by Independent Third Party: No 1435.2 JISH - 200 HD jAluminum Single Hung Window (with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R11 C CAC Certification 200HD.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/08/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R11 II SH-200 HD.pdf design pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R11 AE Prod Eval SH-200 HD.pdf Created by Independent Third Party: No 1435.3 JISH - 400 jVinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R11 C CAC 190-777.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/21/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1.435 R11 II SH-400.pdf design pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R11 AE Prod Eval-SH 400.0 Created by Independent Third Party: No 1435.4 JISH - 500 IWInGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R11 C CAC SH-500 Certification B.Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 08/27/2014 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R11 II SH-500.1)df design pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R11 AE Prod Eval-SH 500.0f Created by Independent Third Party: No 1435.5 JISH - 800 jWinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R11 C CAC 190-427.0.pdf Approved for use outside HVHZ: Yes FL1435 R11 C CAC 190-428.0.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 09/07/2013 Other: Please see the Installation Instructions for Installation Instructions design pressure, size and anchorage information. FL1435 R11 II SH-800.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD... 4/3 0/2013 • Florida Building Code Online �� Page 3 of 3 Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 RI1 AE Prod Eval SH-800.pdf Created by Independent Third Party: No i 1435.E SH-2100 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R11 C CAC Certification.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2014 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 1111 II 5H-2100.pdf design pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R11 AE Prod Eval-SH 2100.pdf Created by Independent Third Party: No i j 1435.7 SH-2200 Z Vinyl Single Hung Window Limits of Use - Certification Agency Certificate Approved for use in HVHZ: No FL1435 R11 C CAC SH-2200 Certifications.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 10/21/2013 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R11 II SH-2200.1)df design pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R11 AE Prod Eval SH-2200.odf Created by Independent Third Party: No Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: R Is SCCIiT1TV �Sl:7li tf'S' 23 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsbCUITKel2OD... 4/3 0/2013 FF- 07"fi ANCHORAGE METHODS SHOWN Hkvz man MSIUIED TO CC1PLY MATH THE FL0IUDADUY,OING LODE FOR 711E DESIONPRESSURES LISTED IN THE APPUCABLEPROOUCT TEST REPORT6 2) WOOD DUCKS DEPICTWAS 1KARE LE85 THAN 1-1Ri 'T=K iX WOODBUCKS ARE OPTIONId.IF UNIT 13INSTALLED DIRECTLYTO SOUR OOWCRETE.WOODBIICKS OEPPCTEDAS 2NARE 1.1J2'TFgCXGR GREATER. ATTACHMENT UETHOO OF WOOD BUCKS SHALLBE DONE BY OTHERS. MAX 3) SEE TABLE 1 FOR MINIMUM EDGE DISTANCE FROPACENTER OF ANCHOR To SUBSTRATE EWEW(CLWINGrMHORSTUCc% 4)SH'M EACH ANCHOR LOCATION W HERE THE PRODUCT IRNOT FLUS470 THESUBSTRAM USING SHINS CAPABLE OF Mt4MFERRWGAPPLIED LOAM. 5) ANCHURSSH1LLL BE COATED OR CORAOMON RESMTANT as ARvMpjil VTEFOR SLUSrRATE MATERIAL DISSIIWAR LMTERVAS SHALL BE I MTEICYCOAS RDOU RED TO PRE lMffagArMNS. ALUMINUM SHALL SE PROTECTED FROMDIS31NU tRMATERIAWASSPECIFIEDWFLOFMABURDINO 84")'X CODE CRAFTIER 20. BUCK 0)ADJIEBIVESEALANT SFb1LLBEUSED BEiWEENSUSSiIMEANDFLANGE ORFIN. OVERALL SEALLNG1F1ASHING STRATEGY FOR WATER RESISTANCE OF INSTALIATIOH SHALL BE DONE BY OTI IEAS. 7) MATERIALS USED FOOT ANCHOR EVALUAiIOXU WERE SOLMIERNFINE 2-7 Kai CONCRETE AND CONCRETE GiA$ONRY UNITS COLIPL ANO MM ASTMO,%GLALNr compL1ES wmASTm c13000i. 4)THE 113 SIMMS INCREASE WAS NOT USEDIfi TINS ANCFIOR EVALUATION. THE fig LOAD DURATLON FACTOR WAS USED FOWME EVAU147WNOF VOIOCD 6CRM 11) IF THE EMrT PRODUCT SIZE IS NOF L167RO IN TsiL lAu,c6. ALWAYS kiG.lr471ty 70 7HE 11E1tT LARGER VALUE MW TA6i E 7- Sash aryls Site Datgo F'm.L u Rogd d LOcl1 Pdn- lacemerd cc",Jlr•ation Number Te114 1Nldlh Heleht 141psf FFpdf 3V 6V 50 50 2 43) 190.78t 8397 to 43 45 f (3 j 190-723 96227.01 E4ual Bte 44' 83' SO 55 2 {d) 180d80 E39B 79' is 93748.03 _ 60 y 1OW22 94M.01 li0 50 (1), (4) IM741 93748.D3 50 50 2 M.44) IM740 991P7.D1 w 415 60 2 (1) 190T25 93740.03 40 50 Z (2) i9LL720 95227.Of 45 415 2 (f) 150714 93748.0f 60 so, 2 a1 190 714 4W4&02 74' 95 35 2 {2} Igo-716 937464Z 35 2 {i) 190d12 93748.81 44- 5t' BA 5D i (31 19t1.724 95227.01 w 50 50 2 (1) 1nn.726 W746.03 DO sD 2 L21 190.721 9522T 01 Oriel 82-1118'' 6^" Tya 45 6_ •15 2 {1) lWrIS 93745.61 60 2 ) 190-719 93748.02 3•+ 2 L`+2) 190.717 93740.02 35 36 2 (1) 190-713 W746.01 1r114e1 Pa1nLb � a rmr srah mvml.n,aodflltm I�trl In fh�MSeeporP�R T1)ALm falnLnn •e imrurFnwMnnaiNFLedieeperMe. 13I(LoudnL/.in NedRtaperBall, 1111Man SnAonR [4]ff 7[eatAltlt ltlrh 52-1Ai' MA7(. BUCK 52-118' iUX. BUCK --4 20 i1B" 20.1ig' -- Max 8" MAK L— —'� )AAK, --- — 12' — -- — --- — 12' lax. ! I I 1 14.114' / 14-V4' MAX. (W MAX. I i BUCK 14-114 E911AL4JT2SASH S711LE TARLF 1• ORIEL SASH sTYLE AOehorTypa Suba11te MIR Edge Dist. on. Embedmrnt Rio SLUeI SA15 WOoA (Soulbem Pine) F9 t�18• SL801 SR1C Gt9S 3IS' A45 (18 GA) Akmhu3 53-U 31F IN Steel, A35 9tIC I ft8' 31ftr A1B31TVyr Anchor Concrete i' 1.3'8 IblbrfChCU 1' 11 Z14' BE►L1a)IfbOESAv!ep NAT RRL xu. tbuftERU` :5lM USSM3THWA4S <<�'• 4 l.Y{Lgy rf � tre• --- tadbe �< .,..._..._ ri A flCSOW:ipG 03r1N11 D PVC .VBRIGI� neanu01'�a 'r�no�inr <<�: LVCEF'•_ A9Rlt7A1P. ?: e1r• rti aaoaoe�rrA7.e0A1taoasac >r : a.�'a r�cr�a°anc.un�ine`I No. 587D5 •- � _ svwot�varrturmw r �O •': 5 1eOr� 1"07EC "OLOGYgtlSE --- NOKOJAIS,FL7L275 tlz ..�� ltr FLcrcTr.OFALRN.:2nrA6 SINGLE HUNG INSTAIi_ATJOJv :�(��S•:YoD1/71.,.- \C`: ALynn Gear, P£ �r IOfO Gti�l< P.I5.>'SBTW Sin-T20D NTS 1 of 3 1W1511JR f , MOO WALL fqaj. UAu- I " f �y �� G icy 4 :"- CONTRACTOR: TREASU -DESIGN CRITERIA: t,pplicable Codes, Regulations, and Standards 1. The-2010 Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category H. 2. Basic Wind Speed, Table 1609C State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Vm-T=160MPH, VAST) =124MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category II GLASS ROOM. Foundation Design Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material:3" x 48" x 0.024" Elite 2000 Composite Panel,1.0 density foam, Florida Product Approval Number FL 7561-R2. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, with Supplements, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition with Supplements and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Architecture &Engineering, LLC. 4. Fasteners are required to be SAE Grade 5 or better zinc plated. 5. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: L Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/-1%-ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g.. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 6. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 7. Contractor shall provide any additional backing and anchors as required by . the window manufacturers recommended procedures. 8. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to Aluminum members and specific sizes as indicated on A-1. WIND SPEED A _3XPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. COMPONENTS & CLADDING - VASD DESIGN PRESSURES FOR WINDOWS / DOORS: ZONE 5: +30.4 PSF / -40.7 PSF THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAV BE NECESSARY IN ORDER TO COMPI.Y WITH ALI. APPLICABLE CODES. 12" KICKPLATE (TYP) THEE FILMS RAW BE-& RENEWED IN ACCORDANCE MTH ME DLO - BUILDING CODE Q� ST. LUeIll COUNTY BUILDING DIVISION REVIEWED FOR COM E REVIEWED BY DATE PLANS AND PERMIT' MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD b®S%aIff SSOpBe 0 ;PCs $ p.�tw s 0 SPROFESS IONASEAL Cu f:EV` L LI W Z LLi 3 a w Q M 0 Q � � Z C)LL; O 2� z Ui W W Z 6L LJJ Q O Wz oc F- o a Ln LL W OC H U J 0 U = Z Q 1= o 0 Ln LLI Izmao Q ,Z irLL min y N ZZ �3 N Z W ong "n W u N L0 N W rn M �LL Zw Q U � U Q J LLI U� O U 0 U �- U n CL 2 N [—DRAWN BY EL 08/02/13 REVISION SHEET NO: A-1 ALUMINUM MEMBERS DUgENSIONS THESE P a 8�9a NS AND ALL PROPOSED WORK 1/8"ARE SUB ECT TO ANY CORRECTIONS s®Csp HOLLOW SECTIONS 2 x 2: 2" x 2" x 0.046" ANGLE H-32ATRUDEA ANGLE 5032 H-32 ALLOYEA I (4)#14X3/4"SMS REQUIRE BY FIELD INSPECTORS THAT • • • ®• • , 2x3: 2"x3"x0.050" SIDE MAY LIEN CESSARYINORDER TO ® /��• \::// .' IC 2 x 4: 2" x 4" x 0.050" 1"x 3" O.B. BASE PLATE 9iPd.Y ITN At_� AI�F�(.tOAaLE CODES. % 2 x 5: 2" x 5" x 0.050" OR ATTACHMENT ®� 0 ILL. OPEN BACK SECTIONS CONCEALED FASTENERS OF THE ��, �:. • (0 y Q x 2: 1" x 2" x 0.040" ARE THE RESPONSIBILITY .. .. . .. �, <«, �' I I 0.0 OOPTIOx1.1/8"x2"x11/8" L11 G 1 x 3: I" x 3" x 0.045" s ? : OPTION 1: RECEIVING CHANNEL CONTRACTOR OF RECORD '' '� ';,, 2" x 2" x 1/8"ANGLE W/ I (4) #10 x 5/8" EACH SIDE I W/ (3) #10 x 3/4"INTO .• j Z U) V SNAP SECTIONS, 'm"'. •, . `. I #10 3 4GIRT C INTO UPRIGHT 2 x 2 Snap: 2" x 2" x 0.045" ,, x �`7`' • . o' 2 x 3 Snap: 2" x 3" x 0.050" SLAB / FOOTING �, '. ' ' �, - - - - - I - - - - w �� • cos • • . • ^�( `` • • 2 x 4 Snap: 2" x 4" x 0.045" SEE PLANic g' ll b0' y SELF MATING (SMB) SIDE VIEW - - - - I i - - - - 't PROFES NON SEAL $O 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" CHAIR RAIL MEMBER I I fi 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2X PATIO W Ly 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" (2) 3/8" DIA. CONCRETE EXTRUSION Z W 2 x 8 SMB: 2" x 8" x 0.072" x 0.124" 2 9 SMB: 2" 9" 0.072" 0.124" . 1 SCREW ANCHORS (2 1/4" CONC. EMBED) I I UPRIGHT x x x x 'i(=-' KICK PLATE - Z 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" �,� �1 >-y <a 1 ,":d q lj �' 1"x 3" BASE PLATE NOTES: 1. '0.024 ALUM 2. SCREW ALL CORNERS Q Lu a) (7 0 J Q a Q MINIMUM FASTENER EDGE DISTANCE: 1/2" _ ; r ,, - - 3. 100 B - 120 B WIND ZONES 1D MINIMUM FASTENER SPACING: 3/4" ! "' ,y .,,�� t 1/4' MIN CONC ANCHOR ANCHORED TO CONC W/ 1/4" .� CONCRETE SCREW ANCHOR USE #8 x 5/8" SMS 12" C/C 4. 120 C- 140 B WIND ZONES Z C) 61 Z EMBEDMENT 21/4' MIN CONC _ MIN. 1 114" EMBED `s `a< ( ) ` 6" MAX EACH SIDE OF USE #8 x 5/8" EMS 8" C/C N V N ANCHOR POST 5. 140 C - 150 B WIND ZONES Z LL EMBEDMENT AND 24" O.C. MAX USE #8 x 5/8" SMS 6" C/C LLI ' 6. SCREW GIRT, BOTTOM Lu c RAIL & BOTH SIDES O SLAB /FOOTING s• ' 7. MAX KICK PLATE HT = 36" d LA LL SEE PLAN • '. ' E FRONT VIEW W B 2" x 3" OR LARGER UPRIGHT TO DECK DETAIL C PURLIN OR GIRT TO BEAM OR POST DETAIL w • A-2 SCALE: NTS A-2 SCALE: NTS V N ° E PUS SSSEEN Pry J a7J m HRl� 1"x 2" O.B. FASTENED TO CORNER POST W/ #12 x 1 1/2" SMS AT 6"FROM z o • TOP 8 BOTTOM RAILS. TYPICALLY < 2 cr I @ 24" O.C. p o W Ln Z n � 1 � � CODE NG V) W rum$o Q Z Ir -3 - w CORNER POST 1/8" x 2" x 2" EXTRUDED ANGLE 5032 H-32 ALLOY EA CORNER W/ (2) #14 x 2" O I I I EMS INTO POST & (1) 3/8" DIA. y u - _ 6„ CONCRETE SCREW ANCHOR INTO Z Z W o o I CONCRETE .N^•,.N^•, • .. N ~ o WOOD: (2) #10 x 1 1/2" SMS ' d " 710 x 3" WOOD SCREWS, 6" THRU SCREW BOSSES I FROM GIRT & @ 12" O.C. _ t CONC: 2 1/4" MIN CONC 1/4" x 3" TAPCONS, 6" , e; ANCHOR EMBEDMENT FROM GIRT & @ 24" O.C. SLAB / FOOTING; (4) #10 x 1 1/2" INTO .x . SEE PLAN 4• �' "A-, ' N Lo SCREW BOSS � N 0)) N M j -7f _ SIDE VIEW J u- _ {-2"� CORNER POST W/ 1"x 2" @ 0 O W_ (4)#14x3/4"SMS I BACKSIDE 0 Z U INTO POST Q J If 1 1 3/8" x LENGTH AS REQUIRED Q V U ~ - I OR 2" X 3" HOLLOW SECTION FOR 2 1/4" EMBED CONCRETE I Lu Oe GIRT SCREW ANCHOR INTO I L - I CONCRETE U a. 1"x 3" BASE PLATE ANCHORED TO CONC W/ 1/4" ,;. ; N D- CONCRETE SCREW ANCHOR $� (MIN. 1 1/4" EMBED) 6" MAX EACH SIDE OF POST $"� :�., DRAWN BY AND 24"O.C.MAX I " EL s DATE DRAWN c- 1X3 TO HOST STRUCTURE DETAIL "4, 08/02/13 REVISION A-2 SCALE: NTS .:- �, , - FRONT VIEW CP-1 CORNER POST TO CONCRETE DETAIL A-2 SCALE: NTS SHEET NO: A-2. ----] D z 1 t t (4) #14"x4" SMS W/NEOPRENE WASHERS PER PANEL 2" x 3" x 0.050" TOP RAIL - NO ANGLE REQUIRED UNLESS SPLICED OR CORNER - ATTACH W/ (4) #10x4"LG 2" x _ UPRIGHT SEE DWG. FOR UPRIGHT SIZE 2" x 3" TOP RAIL W/ (4) #10 x 4" SMS INTO POST 2"x2"x3"LG x 1/8" ANGLE 2"x2"x3" x 1/8" AN( if i CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD (4) #10 x 3/4" (4) #10 x 3/4" 4 p SMS INTO SMS INTOg �(�� �;Q71[�I� �ri�A I SCR EWBOSSES SCREW BOSSES I I 'plfi��� �iiFL7�6 q� 6i Y iiYYD (2) INTO TOP RAIL (2) INTO TOP RAIL I I ff ��ES (2) INTO POST I I (2) INTO POST s 10 [�1�IDA CONNECTION AT CORNER CONNECTION AT SPLICE iN91,�91 1P � �U��i�9�C4DE� S 2 X 3 TOP RAIL CONNECTION TO 2 X UPRIGHT A-3 SCALE: NTS _THESE PLANS AND ALL PROPOSED WORK. ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT I MAY BE NECESSARY IN ORDER TO COMPLY 17H ALL NG H ST WALcaDES. I 7I� 910 x 1 1/4" SELF - TAPPING SCREWS @ 16" O.C. #12 x 3/4" SELF - TAPPING SCREWS W/NEOPRENE WASHERS PER PANEL @ 16" O.C. EXTRUDED 3 x 0.049'RECEIVER RECEIVER CHANNEL 3" COMPOSITE PANEL #10 x 3/4" SELF -TAPPING _ — SCREW @ 16" O.C. CONCRETE: (2) 1/4" x 2 1/4" SCREW TYPE MASONRY ANCHOR @ 16" O.C. WOOD: (2) 1/4" x 3" LAG SCREWS @ 16" O.C. S', COMPOSITE ROOF PANEL CONNECTION UNDER FASCIA A_3 SCALE: NTS 2" x 3" /j CONCRETE: (2) 1/4" x 3" QUICKSET / ANCHORS INTO WALL 1 118" x 2 1/8" x 1 1/8" x 3" x 0.049' WOOD: ALUM RECEIVING CHANNEL (2) 1/4" x 3" LAG SCREWS W/ (4) # x 3/4" SMS EACH INTO WALL SIDE INTO BEAM S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL A-3 SCALE: NTS cc W W Z W Z5 fZ W < c a a� z 0 w O H Z N W N z u Lu LL W Q C H O W FY N to 6i G) vi ch W C LJL Z U Q � J Q U W O LLj 07 0U`t� Q It �ND_ EL DATE DRAWN 08/02/13 REVISION n _ SHEET NO: A-3