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WS-14-2787Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225675 Permit Number: WS -12-14-2787 Scheduled Inspection Date: January 21, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: KAHN, STEPHEN Job Address: 1470 NE 101 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: THE COMPANIES OF R&S INC comments REPLACE W IMPACT ONE 6 PANELS SLIDING GLASS DOOR AND 1 DOOR AND 2 CASEMENTS. Work Classification: Window/Door Replacement Phone Number (305)758-7912 Parcel Number 1132050240060 INSPECTOR COMMENTS False Phone: 305-256-6666 January 20, 2015 For Inspections please call: (305)762-4949 Page 21 of 37 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 20, 2015 For Inspections please call: (305)762-4949 Page 21 of 37 M� Miami Shores Village . Building Department DEC 2 2 2014 1 3 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 a INSPECTION'S PHONE NUMBER: (305) 762A949 FBC 20 10 BUILDING Permit No. PERMIT APPLICATION Master Permit No.uATILt ' Permit Type: BUILDING ROOFING JOB ADDRESS: 462 /X� � �� j1 City: Miami Shores County: Miami Dade Zip: 35V_ l Folio/Parcel#: �,.. , 61.5�� /j;� � ,Qc�'4+ 0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 1KI-1 04t-1,1 /K k,7 J (.4)IL,LW v1 %f Phone#: —j?d 5 -- Address: -Address: City: )'V/44 w. Stater zip. Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: 3e Address: ` ?' 2ZI - 4,t,; ii / 1 City: / r' �State:zip: Qualifier Name:,�;�Ir� % ��i.ciy! ('�� Phone#: State Certification or Registration #: // (r C0 16 �2 j_D Certificate of Competency #: Contact Phone#: ') - 3 Ga Email Address: DESIGNER: Architect/Engineer: c! 4'6 Phone#: 7/'� -e��® Value of Work for this Permit: $ Z � r�C 7 Square/Linear Footage of Work: ,2'z Type of Work: ❑Addition DAlteration ONew Repair/Replace LIDemolition d --% —,-Pn Color thru tile: Description of Work: Submittal Fee $ 0 • O"" _ Permit Fee $ - ) CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Doable Fee $ Structural Review .$ � TOTAL FEE NOW DUE $ 1 Z4 � ,�_ d Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. - �e, Signatur Signature f 6WNER or AGENT CONTRACTOR �The f rggping instrument was acknowledged before m this � day of 20 20 , by VA who is personally known to me or who has produ 5J1JL0"-10Gd "' 3-' / as identification an who d'id take an oath. NOTARY PUBLIC: r isnt was ack owledged beforele this of C 20 % by who is personally known to me or who has produced ; ~-' as identification and who dib take an oath. NOTARY PU Sign: 1. �� - �- t , J Sign:_ Print: N�(�t nn- ' t � k Print: ens;:=•�: MALA M. SOLIS Seal: * MY COMMISSION # EE 874066 EXPIRES: May 17, 2017 BondedThtullu*NdarySBrift Seal: :;fie'° LPN. APA AL.VARU :': MY COlb MISSION # EE122615 .. EXPIRES August 16, 200 *************************************************************** APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review ********* Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ■.................■ .now ...................................■... u.t....r......■■a.......■ BUSINESS NAME: 1� ��,rr. BUSINESS ADDRESS: '� S `� I `� CISTATE ZIP33 �1 BUSINESS PHONE: ( u) ��° lx �' FAX NUMBER CELL PHONE ( ) QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: CG ( 0 ( 6 � 12/22/2014 11:57 305-256-6700 THE COMPANIES OF RS: PAGE 03/04 RICK SCO"T'I', GOVERNOR KEN LAWSON, SECRETARY STAVE OV FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL, REGULATION CONSTRUCTION, INDUSTRY LICENSING BOARD s Thd GENERAL CONTRACTOR NamEd below, IS CERTIFIER' Lfhder'ths provisions.of Chapter 469 FS: Explr4b" date: AUG 31 2016Lri 64 • ' yam,• :.. • ;',�":- 'pOVIIIVEY,'�Ot-FN:T.,"-• _,.,„,;,;�'"' ;;,: _. �� tir�a. ' ��'�� `•,= 'S.:. R ''� ;,t -✓ � TES 'COM1�AiES:b�„R'. ""• �• " �,. '�•y, �;� 4�_. �-�,-�•,�.,:•: -`'. ;;,• � ,,.. •,. r• ; �I�SIi171'L9FI ' R Pc • Via' +;,•I4l11'A14Q�'r" . �.�... L';.�9'17t?`:590 �>_`- �.. •k, »�..; �, �*•-' "4: ll�� '�:_:`�,., :'�'.., ; •-� .., �,..,�,,;... '.;; •... ';�+�,-..fit•.:... , :., � ,,'�. •;. , �,,` {��1 fix; •,•'' _ �_ '�,M- „' ..'�-• •r„"'.. '-•+•r�� rs: r::'.._ � i�.i '".�. '"� W �'y, ��.: ,'., �•• ' .� �� '. °tip_. ',. •� � ti' *. �' , _...�. a,�.._,..,.•n�__• .....e�,�.w�.eyai,- _..:hw..��•••' ��..,3..r`�.s,�.' .,....�� _^:3.2�'�....: s..,.u'.,....'.7�.,..��1..,_:., J...+,..�_..] 1,:�.,.:,..ti.-t....•_:'.: ,+.:. IISSUED: 081tMD14 DISPLAY AS REQUIRED BYLAW EEO# UQW313003495 12/22/2014 11:57 305-256-6700 THE COMPANIES OF RS:` PAGE 04/04 12/22/2014 12:25 305-256-6700 THE COMPANIES OF RS: PAGE 01/01 - COMPA-4 OP ID: A �-- CERTIFICATE OF LIABILITY INSURANCE °"'�"' 12/22/2014 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE BOLDER. THIS CERTIFICATE; DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THS COVERAGE AFFORDW BY THE POLICIES DELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTI-I U ( A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT; if the corti{Ip}a holder Is an ADonvRAL INSURt:D, the PoftaAlas)' tnuat be endorsed, If SUBROGATION IS WAIVED, subject to the terms and conditions Of the Policy, Cartain Policies may require an endorsement. A statement on this certificate does not confer rights to the certificate In lieu of such andorsementisl. PRODUCER Phone:'305-364- BROWN $ BROWN OF FLORIDA INC 14900 NW 79th Court S4ite111100 Fax: 305 -714 - Miami Lakes, FL 33016-5869 Taryn P, Matlut I no Gompanles of R & S Inc. DBA RAS Window Company 8715 SW 129 Terrace Miami, FL 33176 A_r.lh opeclairy Insurance LA a,Bridaeffaid Employers Ins -co_ E THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED N SION MVTAMED AL10VE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIPICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OfteRIPnom OR OPERATroNs / LOCATIONS 1 VEIlICLES (Attach ACORD 101, Add1Kmd Rmmp" sehbdvI.' It mora spore I� epl�lrod) ;mesal Contractors MI City Of Miami Shores 10050 N.E. 2Nd Avenue Miami Shores, FL 33138 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 11 "PIRATION DATr THEREOF, NOTICE VRLt, BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHOWWREPREBENTATWEE ACORD 25 2010/05 019084010 ACORD CORPORATION. All rights reserved, ( ) The ACORD name and logo are registered marks of ACORD GEIIERAL LIAS0.ITY UMrrS A X COMMERCIFL GENERAL uABILTIY CLAIMS -MADE � OCCUR L1YAx6439800 04/01/2014 04f01/2015 EACH OCCURRENCE PR��Ig�ETO RENTEO 1 4 MED F" -XP Ahr ane pwvpl i PERSONAL & ADV INJURY $ -- A00RMATE`— GENERAI,S W 13ENt AGGREGATE! LIMIT APPI,IFg PER: PRODUCTS -COMPIOPAGG S RO. too X POLICY D Mir $ --D AMMOBILE UABILT(Y 04/01/2015 C a3 NGLE LIN FA FA A� n •1 BODILY INJURY (PLIr Wwn)AUTOSNED CJ�W AUTO TOS NEDxASS ULED ED aUTOS X 0//0112014 6001LYINJURY(PNrpoftnt) 3 Px Liaddnn DaMAQE S S UMBRELLA UAG OCCUR EACH OCCURRENCE $ EXCM UAa SIM&MADE AOOREGATE S $ l3 C TSN WORKERSCOMPENeATION ANDIMPLAYMS'LIAeniTY Y N ANY �OPRETORIPARTNM(EXECUnVE r-�-, OFA MGMBER ExCI UGED? �+ Do �db9~ ��OPERATION N r A 83044716 0410112014 04101/2015 WCSTA7IJ�T OTW. T.o►i7J,tA l_X ,@_ OIL EACH ACCIDENT s E.L. DISEASE-EAEINPLOYE $+ el. DISEASE . Pnury r iurr : _. OfteRIPnom OR OPERATroNs / LOCATIONS 1 VEIlICLES (Attach ACORD 101, Add1Kmd Rmmp" sehbdvI.' It mora spore I� epl�lrod) ;mesal Contractors MI City Of Miami Shores 10050 N.E. 2Nd Avenue Miami Shores, FL 33138 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 11 "PIRATION DATr THEREOF, NOTICE VRLt, BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHOWWREPREBENTATWEE ACORD 25 2010/05 019084010 ACORD CORPORATION. All rights reserved, ( ) The ACORD name and logo are registered marks of ACORD 11 /08/2014 18:12 3058928362 STEPHEN KAHN M" PAGE 02/06 c CONTRACT # / Date: 10/31/14- sa-tco 1954 Delivery is included on this contract 8716 SW 128th•Tarrace, Miami FL 33176 P14:306-269-6969 I FAX, 305-266-6700 E-mail_ Lynne@tiirscomparries.com -- Billing Name: Cindy Kahn A M— ` Dilling Address: 1470 NE 101 Street _ - Home: City: Miami Shores Zip: 3313B Office: -. Job Name: Cindy Kahn Cell: $05-799-8344 .lob Address: 1470 NE 101 Street - Fax: City: Miami Shores Zip: 33138 E-mail: -7 $ Supply and Instar windows and d000rn as per WarRd ..- — t4eaurements Sy R & S Permits at cost (Billed Separate) ! r't w _ IiY .a l A Engineering included in Cost / pi k "� f Liq I, ' Remove windows and doors Install PGTiCGI Impact products into existing openings Irtinarusposit:50`yo Na Structural vvoik, Interior riniah, bucks, stucro/piaster, cutting of floor hualls, slits, Product At R & 5: 40% $ alarm work ar paingng indudW unieSs Otherwise staled Final Pdyrtleilta 10% $ NO WINDOW GLEANING - NO ELECTRICAL WORK - NO PAINTING I.% INCLUDED IN TI413 CONTRACT. • TWE COMPANIES OF R88 Inc. Is not responsible for damage to wata, Odors, 91119 ,winds„ treatments or smarm syOems caused by ibe rnr n"I orwindowa, doors or Rhunors. New construction jobs pertneter caulking M aona by Otnefs. Weal Rarannthene d laminated plass may slew sign ofwsvIndft. 'R A S 15M responWbin for damaged goods in d4varic. umess mated In mMlim upon demreryby purchmnar er agent. • in the ewem that the amount stated hemM Ahown is net pski when duo, (meted at the Mghoel lopal rn#o pre onnunt shd acxurftWe on the tatal amount rcmeMhV duo. All coos of aotEalion shat be pall by the cu -homer Including rswrLAbb atibrnWe roes. Tills Ic rMlOrIMA d0vared onftr Installed pmou 0 to the order shall mmain In the name at THE COMPANIES OF RAS Ine, until game Is paki M Jul, and Mb purahoscr w0vau ad dgre to homestead and other exemption under state irw applicable. Finish color In NOT:m red maich. (fMish cviorls e4 ztmtar as posslblo ' ThE COMPANIES OF R&S )ns, Mail not be msponsible for daisy In delivery maultinp lam adkon, robot dtpleuitleo, fire or otttar casualty, or any cavae" whatsoever beyond it's comsat. • Concealed damage err rattan wood Is not the lospeoMbtl@y, of R89 unless datetod in this cotmact. R & 6 aesurnw It k htatapEng Into a structurally round apaning WV f6wimmenls by building dwrlmont, includhtg but not lbr aW te'now tmckv and poured cogs arc not Included and at molts ch*MN ' R&S will not be liable br any angineering coat that may be Incurred tot arty meson. 'The use of these products may not be in complance whh your laird tnriiding cadrs. Corrort usage of this Product m be dalanalned by on og9tdeet at engineer. Chock wtet your best btrllding drtdal For And usegs. ' WARRANT1ES: THE COMPANIES OF RAS ft warranties theirtabor for ane (1) year. Our merwfbcturaa aup* thafr alum wmKronties. Cudarner tum mwJved et watranty'end mclnlo arses information for the obm "uets, "WARRANTIES" DO NOT RECOMRACTIV€ UNTIL FULL PAYMENT HAS BESN MADE Find paymont Om not be withhahr dune to intamtniata worlanty work. • iT IS THE RESPONSIBILITY OF THE HOMEOWNERICONTRACTOR TO PROVIDE ACoess TO THE PROPERTY POR ALL INSPECITIONS AND Mt wr BE AVAII.ABLE FOR PERMIT INSPECTIONS AT THE JOBSITE • Contract prim doaa not inthude inatailetibe, permit fcos, at doIlVery unless stated Irsral., ' Bydwnce for materials will be due wlhln 10 working days upon their arrival at THE COMPANIES OF R&S Inc. Any matedeft not qt& mr and delvered whttll aunt terse (roma are subject to a weekly Mar ga faro of 10% of the contract value or 510(1.00 porweet whichever Is, grgter. TIYs it Urn whole amuncit No verbal disaaxAtorn nor alleged or assumed m*ktmcnn's promlmzc wll!�a honored unless stated homftL ' AccdNarce of this contract enu4RA to I Purchaser's Signature: PLEASE READ BEFORE SIGNING 10/31/2014 2:02 PM Salesperson: Accepting Officer of RKS inc. cIndyKahn102714 k A us AL."FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SATE MCIFIC: WND LQAW WM STANDARD: ASCE 7-10. EDC 2010 EDITION (Based on data supplied by client) 1. Client THE COMPANIES OF R&S AFC 15,wtas 2. Project Name :• 1470 NE 101 ST 1141rg- 3. Project Address 1470 NE 101 STREET allc J MIAMI SHORESFL 33138 cffy STATE ZIP 4. County MIAMI DADE 5. Building Height 15 FT. 6. Building Dimensions Length FT, Width FT. 4 4� 9 7. Building Roof Slope 0 Flat Slope (See Figure I below) 8. Risk Category El I oil Elm &IV Risk category 7'applies for non essential buildfngs. e.g. storage facilities eta Risk category Tr applies for all commercial and residential budd!W eg homes, appt,, offices etc. ,Risk Category 'Ill & Ir applies for essential buildings e.g. schools, hospitals, police stations, J7re stations etc. 9- Attach floor plan with shutter/ window, sees and types. (Note: If maximum load used for all openings, -floor plan is n©t required) Client Representative Figure 1: Sloped roof Flat roof -" -140 70592 I I/ DA. & rmw J= 7 2615 10 PM Q�w JAVAD AHMAD, P.R. 1235 SW 8711, Avenue I Miami, FL 33174 1 T.- 305.264.9100 1 P 305.262.6978 a ani om affa[M keMc _0m I /G/14 6-r(*101) 1470 NE 101 STREET MAN SHPREA FL 33138 Coefl!fclent Kh 1.03 I Coefcient Kzt 1.00 Velocity pressure Evaluated Oz 14z1(IMM)' I 68.64; a Component Size [3cp coefficients Gcpf Coeff, Design Windlaressurea iWlf^2)' Mark Comp Type W (in) N (in) S (in)' A #"2 24+ Z5+ 24- Z6- Pas Z4+ 24- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18' 48.6 -52.7 ; 48.6 -65.11 Z5 T Engineers Sea/ Eaginears Name' And ftnature Des tgn Date Design Reference Number' 1/6/2015 5.11:20 PM CQUIV MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwW.miamidade.eov/economy CGI Windows & Doors, Inc. 10100 N. W. 25"' Street Miami, Fl. 33172 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 -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this 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 -Dade 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: Series 11450" Aluminum Ootswing glazed Doors wAvo Sidefifts - Impact APPROVAL DOCUMENT: Drawing No.W98-01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1. 1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp,with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control SQctiom • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact � � . • Limitations: 0*000*• 1. See Design Pressure ratings in sheets 1. 1, 5, 6 and 7 for unit sizes Vs lock optio4,igullion type,.sidelitX, glass types and anchors. 0 0 : 6000 09f09 2. For mulled units lower design pressure of doors or mullion shall control for entiNaasemblyi •. • • • • • 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (ttitest►Olds) types13S-1 & are not rated for water infiltration. See thresholds (sills) limitations notes, in shI&W k 6 and glass type... 0 A 1(muntin) limitations notes, in sheet 6. • • • • • 4. Narrow stile Sidelites are limited to 18" or less. "•"' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state6d 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 of this NOA as an endorsement of any product, for sales, advertising or any other purposes 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 revises # 11-1025.02 consists of this page 1 and evidence pages E -I& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 12-0706.03 Expiration Date: NavewbaeW2016 Approval llate: Octobei251 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11-1025.02). 2. Drawing No.W98-01, titled "Series 450 outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10-20-97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11-1025.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S -I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w/wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. • Along with manufacturer's parts and section drawing marked -up driwisibs of double 90 aluminum outswing doors, issued by Architectural Testing, Test ReppA Ao(s) 5.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E.: o,. • 2. Test reports on: 1) Air Infiltration Test, per FBG, TAS 202-44...' : • • • • • 2) Uniform Static Air Pressure Test, Loadingeger f BC MS'Z02-940 0" 3) Water Resistance Test, per FBC, TAS 202=94' 4) Large Missile Impact Test per FBC, TAS�2004 ....:. 5) Cyclic Wind Pressure Loading per FBC, TAS•203-94" 0 0 0 0 6) Forced Entry Test, per FBC 2411 3.2.1, A 262-94.:0" • Along with manufacturer's parts and section drawing marked -up drawings of aruminum In/out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 97055 (0080-912-97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202 94, specimen #4, 5A, 513, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL-01071 (0080-0402-02) dated 04/0.1/2002 tested per PA201-94 & PA203-94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests conducted per SFBC, PA 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E-1 CGI Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11-1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation, dated 09/09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11-1025.02) 3. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNerriour5 & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 08-1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer", expiring on 12/11/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer", expiring on 05/21/16. F. STATEMENTS • 1. Statement letter of conformance to FBC 2010 and letter of no fipppg,141 intere5t.„preparrA o s t by Al Farooq Corporation, dated 10/16/12, signed and sealed b}4ialad Ahmads P.E. • 2. Lab compliance and addendum letters, as part of the above referpamq test Mort,. ' .... . •r •.••w 00 G. OTHER .. .. . .. .... �. 1. This NOA revises # 11-1025.02, expiring on November 09,Wt8: ' 2. Hardware cut sheets verified and marked -up by the Architectural f estink Ef4 ner :so**: Hurricane Testing lab). '• ' •O • .... . 3. Test proposal # 10-0940, dated 11/ 17/10 approved by BNC. Soso I haq I. Chanda, P.E. Product Control Examiner NOA No 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 E-2 t MIAMI - ADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www ininmIda de.eov/vera/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade 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. , ESCRI PTION: Series "SGD-7W' Aluminum Sliding Glans I r (.einem .N `, `.� L.M.I. APPROVAL DOCUMENT: Drawing No. 8100-41, titled "AIum. Sliding Glass Door, Impact ", 'sheets 1 through 23 of 23, dated 05/01/2007 with revision "B" dated 10/13/2011, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control RevisioLstAv witl} bf.. Notice of Acceptance number and Expiration date by the Miami—Dade County Produ* Control Sek tions MISSILE IMPACT RATINGS Large and Small Missile Impact Resistant : ' • •' • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name orelgv, bity, state and seriQ., ... and following statement: "Miami -Dade County Product Control Approved", noted herortV % • • • • ..... RENEWAL of this NOA shall be considered after a renewal application has been filetlarxi there Inas bean no • • • • • change in the applicable building code negatively affecting the performance of this prodtriot! • •' TERMINATION of this NOA will occur after the expiration date or if there has beerM reevieion ori chapge in tlre..:. materials, use, and/or manufacture of the product or process. Misuse of this NOA as ar iendgisemeirolf Arty • product, for sales, advertising or any other purposes shall automatically terminate this NCO. failure to comply • • with any section of this NOA shall be cause for termination and removal of NOA. 90:9 ADVERTISEMENT: The NOA number preceded by the words Miami -bade 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 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 # 11-1018.12 and consists of this page 1 and evidence pages E -I & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMIDADE COUrm NOA No 12.5 04 • r // aaS�p,(l Expiration Date: A� 17 • i9•* App�r al Date: August 02, 2012 1 Z� ; Page 1, PGT lndWtries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file # # 11-1018.12) 2. Drawing No. 8100-11, titled "Alum. Sliding Glass Door, Impact ", sheets 1 through 23 of 23, dated 05/01/2007 with revision "B" dated 10/13/2011, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller B. TESTS (submitted under file # # 11-1018:12) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum SOD, prepared by Architectural Testing, Inc., Test Report No. ATI -8124.01-401-18, dated 11/13/2008, signed and sealed by Joseph A. Reed, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum SOD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5618, dated 06/21/2008, FTL--5619, dated 07/07/2008, FTL-5254, dated 05/17/2007 and FTI. -5273 ...... .. , dated ..ated . 05/07/2007 respectively, all signed and sealed by Carlos S. Rionda, P. E- • • • • • •• . :•• C. CALCULATIONS •. • • • • • • • 1. Anchor verification calculations and structural analysis, comMijing with FBC-2(!)�X,••; prepared by PGT Industries, dated 11/26/2008, signed and seale0l5*ucaseAQarner, P. E. (Original submitted under files # I 1-1018.12/ # 08-1202.11 ; ; • ; • • • • • 2. Glazing complies w/ ASTME-1300-02 & -04. • • • """ 90 0 D. QUALITY ASSURANCE ' 0 • • • •" 0000 1. Miami Dade Department of Permitting, Environment, and Regujatcpy Affak&WERA3. .... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer", expiring on 12/11/2016. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers", expiring on 05/21/16. 4. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vaneeva Composites Glass Interlayer", expiring on 12/11/13 Jaime D. Gasco , P.E. Product Control Section Supervisor NOA No 12-0516.04 Expiration Date: August 02, 2017 Approval Date: August 02, 2012 E-1 j PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 05/14/12, signed and sealed by Lyn Miller, P.E. 2. Statement letter issued by PGT, dated 05/14/12, "Renewal with no change "signed and sealed by Lyn Miller, P.E. 3. Statement letter of conformance and compliance with the FBC---2007 and FBC-2010, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # 11-1018.12) 4. Statement letter of no financial interest, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P: E.(submitted under file # 11-1018.12) 5. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15- 27,001 of the FBPE, dated 10/07/2011 signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # # 11-1018.12) 6. Statement letter of no financial interest, conformance and compliance with the FBC 2007, dated 11/26/2008, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08-1202.11) 7. Lab compliance as part of the above referenced test reports. G. OTHER 1. This NOA renews NOA # 11-1018.12, expiring on August 02, 2012. 2. Test proposal # 07-2583, dated 03/19/07 approved by BCCO. ; • • •;, ...... •9 . ;•• • • 0.9.99 0.0000 •0000• 0009 :00 • • • ; 100 9990• •99• • • •• • 9000• •909.9 • • • • • • •• •9.90• 0• •• f 909.0• • 9 • • • • 091009 9.0.9• � • • • • ••999• X99• • 0000 • • • 900• Jaime D. Gascou, F. Product Control Section Supervisor NOA No 12-0516.04 Expiration Date: August 02, 2017 Approval Date: August 02, 2012 E-2 MIAMI -RADE WIIAMi-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECON01*I1C RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade,aovLeconomv PGT Industries 1070 Technology Drive North Venice, FL 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 -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 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 AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this 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 -Dade 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 Codd including the Hiah VelociW-Hurricane Zone. • • • • til « Seities "CA 740" Outswing Aluminum Casement WIndbW — . • • • • • OV No. MD-CA740-LM, titledCaseRPn+ w Details — LM & ts'�Dj�)C�UIMENT.:Drawing atec?$f08/l2, prepared by manufacturer, signed and sealed by Anthony • • • • •' . Ljmti; Miller 'B"., bearing the Miami—Dade County Product Control Approval stamp with the Notice of ••.•• . •. -i.... . • • Acceptance plikber and nr,rnval date he Miami. -,i?. ade_Couz�t3�-P� uct_ ntrol Section. . I]L)935191LCT RATING: Large and Sma=2t=:��e • or logo, city, state, .=W�ser �.n;fbllo%ving statement: "Miami -Dade County Product Control Approved", unless otherwise • noted herein • • • • • • • • PANEWAL 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 of this NOA as an endorsement of any product, for sales, advertising or any other purposes 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 theNOAis 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-121&091' tion Date: April 11,2018 ival Date: April 11, 2013 Page 1 ` PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. . .�i: CAJ,CMATIONS • • • • ; ; 1. ' .' Aiachor verification calculations and structural analysis, complying with FBC-2010, • • • • • • d4ed 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, • : 2. • : : �zing complies with ASTM E1300-04 0000 • • • • • • , ; QUAkITAV ASSURANCE • • • • •' 1. ..: Ui!ami-Dade Department of Regulatory and Economic Resources (RER) 0000.. .. . 000000 •. V. '.: MA- TPAAL CERTIFICATIONS 000000 �: 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. • ' for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. ManuelPer Product Control Ex mi r NOA No. 12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E-1 3 i •• • •• •• • • •• • •• • I GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30• IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. •••• go: 6) SHIN"A'RE REQt4RF15I ' EACH ANCHOR LOCATION WHERE THE PRODUCT IS • NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING • . • APPLIW(SAiDS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 1011POW) ON THEM BY THE WINDOW. 0 00 96 7) DESIGWRESSURES'• `A. NEGATA'DESIGMWITS BASED ON STRUCTURAUCYCLE TEST PRESSURE, "FRAM9IMJ 1L3'SIS AWb%4tVS PER ASTM E1300. :B. POSITIVOMESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU *CYCLE 'FEST PRES9t414E!FRAME ANALYSIS AND GLASS PER ASTM E1300. • 000 •0 0 09.006 8) THE• QNtk0RAGF.MEj1jODS SHOWN HAVE BEEN DESIGNED TO RESIST THE • 0. WINDLOADS.CORRe.ZP'ONgING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/30STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. TAE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NON ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 37' WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476' (HEAD & SILL 4" MAX. I VI; LI HE (c 4"1V TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES .............................1 Glass Types Sheet # 1 5116" Lami {1/8 An - .090" PVB -118 An) 5 2 7116" Lam# (3/16 An -.090" SGP - 3/16 An) 6 3 7116" Lami (3116 HS -.090' SGP - 3116 HS) 7 4 718" Lami. IG (118" An - 7/16" Air -118" An -.090* PVB -1/8" An) 5 5 7/8" Lami. IG (118" T - 7/16" Air -1/8" An -.OW PUB -118" An) 8 6 718" Lami. IG (3/16" An - 1/4" Air - 3116" An - .090" SGP - 3116" An) 9 7 7/8" Lami. IG (3/16" An -1/4" Air - 3/16" HS - .090" SGP - 3116" HS) 7 8 7/8" Lami. IG (3116" T -1/4' Air - 3116" An - .090" SGP - 3/16" An) 9 9 718" Lami. IG (3/16" T -114" Air - 3/16" HS - .090" SGP - 3116" HS) 7 DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE & SMALL SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE 37' WIDTH 25.476" MAX. O.C. IF WIDTH IS UNDER 33.476' (HEAD & SILL 4" MAX. I VI; LI HE (c 4"1V TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES .............................1 ELEVATION.......................................1 • • GLAZING DETAILS ........................... 1 INSTALLATION ................................. 2 ASSEMBLY TUBE DETAILS ............. 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES ..................... 4 DESIGN PRESSURES ...................... 6-9 ASSEMBLY DETAILS/BOM.............. 10 17-1/2" MAX. O.C. T2 ; 6" MAX. O.C. USE ANCHOR PAIR AT EACH JAMB IF HEIGHT IS 26" OR OVER 5/t6' LAMINATED 711LAMINATED 6 GLASS STACK � GLASS STACK 118' ANNEALED 090' DUPONT 3116' ANNEALED OR GLASS BUTACITE PV13 HEAT-STRENGTHENEDSS 118' ANNEALED EXTERIOR GLASS a !� w 'F1,/16" GLASS BITE \ +} r- OUPONTSGP 3116" ANNEALED OR EXTERIOR 38 � I GLASS FIN11/16' GLASS BITE GLASS TYPE 1 GLASS TYPES 2 & 3 718" NOM _ 718' NOM. GLASS STACK 5118- LAMINATED GLASS STACK 7118' LAMINATED GLASS STACK GLASS STACK 118' ANNEALED GLASS 3116" ANNEALED OR 7116' AIRSPA it/4"AIRSPACE,_11 HEAT.STRENGTHENEO GLASS 090• DUPONT 118' ANNEALED OR BUTACITE PVB 3116' ANNEALED TEMPERED GLASS GLASS 118" ANNEALEO -GLASS EXTERIOR 11/16" GLASS BITE r_ EXTERIOREXTERIOR a_ 76 HEIGHT 'MAX. O.C. IF WIDTH IS "& OVER (HEAD & SILL) ��N� LYNN 4T71j/ii � � '��GENSF'•`rtcp No.58705 V3 119 /3 0%. •STA E O 1(J� .FLOR10i`. ZpNAL �f/1111111si\� A. LYNN MILLER, P.E. P.E.# 58705 GLASS TYPES 4 & 5 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT OF AUTH. #29296 rte- .090" OUPONT SGP 3116" ANNEALED OR �HEAT-STRENGTHENED GLASS 11116" GLASS BITE GLASS TYPES 6 & 7 718" NOM. GLASS STACK 7/16' LAMINATED • • • • • • • • • GLASS STACK 3116' ANNEALED OR • • • 9 • • 114' AIRSPACEHEATSTRENGTHENED GLASS *000 • • i • • • " ••• 3/16' TEMPERED 090' OUPONT SGP • • 0:0 • GLASS 3116' ANNEALED OR *a** • • • • 38 HEAT -STRENGTHENED *00000 : • 0 • • GLASS • *so, EXTERIOR ••:••: 90 • ••i Aa • • •0 00 " so 0004 11/16" GLASS BITE :00:0: • 3T • •• 3 • • 00.000 .0000 • • •. • •00. .••• • 31 60 90:0 32 aI)Pro+ed as to1ppiylag 1Vith Ik€ GLASS TYPES 8 & 9 Flodda Paiding. Cale nuIt hi)argl A sig prpdNlle�� Revised By. Dote. Revision: 13y�� ` I Revised By. Date. Revision: Descripfion: Drown By. GLAZING DETAILS J ROSOWSKI Title: Dote: CASEMENT WINDOW DETAILS •- LM & SM 08/08/12 SerieslModel: Scole:f rawing No. Rev: CA -740 NTS Ishele: OF 10 10MD-CA740-LM INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER C TABLE 3, SHEET 4 �` EXTERIOR a EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT OR ¢ NT iE 4.: - •a 'ER TE, ::3,•.:b .. I. b ' EDGE ' DISTANCE EMBEDMENT 70 OPTIONAL ADDON FLANGE @ HEAD, SILL & .IAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM SEE DETAIL NOTES: Al. BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 1/4" MAX SHIM . EMBEDMENT INSTALLATION OPTION 3 VERTICAL SECTION 13-13INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. ATTACHED TO VENT SILL FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. DE1 A BUCK WIDTH ATTACHED TO Z_ FRAME SILL ❑� ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A t. f 10" MAX. r I I I �— 10' MAX. N-( LYNNE No.58705 ©• STA � • ��t! E ` i�� CORIDI` •' N S A. LYNNILLER, P.E. P.E.# 58705 3ELOW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 A2 INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR lu EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13-1/2 NOTES: B WINDOW HEIGHT: WINDOW HEIGHT - 6 COMBINATION UNITS, it dHT ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: •••• WIDTH: WINDOW WIDTH - 7 •; HEIGHT: WINDOW HEIGHT - 7 I VISW-t 14 0;000; 26•+ LIGHT �- Window HEIGHT • uQ- Height A B, C & D • • 17'-22.8' 0 0 .0000 •. 0 1 000000 0000 • • • • • • 0000 • • •• ' ; ... ATTACHED TO • • ••0.0• • • • • • FRAME 1AM8 :000:0 00.0 .. • . • • • • • ATTACHED TO • • 0000 •0•• VENT JAMB EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT OR ¢ NT iE 4.: - •a 'ER TE, ::3,•.:b .. I. b ' EDGE ' DISTANCE EMBEDMENT 70 OPTIONAL ADDON FLANGE @ HEAD, SILL & .IAMBS INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1/4" MAX SHIM SEE DETAIL NOTES: Al. BELOW 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2)ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". 1X WOOD BUCKSTRIP, SEE NOTE 2. THIS SHEET. 1/4" MAX SHIM . EMBEDMENT INSTALLATION OPTION 3 VERTICAL SECTION 13-13INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. ATTACHED TO VENT SILL FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. DE1 A BUCK WIDTH ATTACHED TO Z_ FRAME SILL ❑� ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A t. f 10" MAX. r I I I �— 10' MAX. N-( LYNNE No.58705 ©• STA � • ��t! E ` i�� CORIDI` •' N S A. LYNNILLER, P.E. P.E.# 58705 3ELOW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 A2 INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EXTERIOR lu EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13-1/2 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-1/2 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT - 6 COMBINATION UNITS, WWidth ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH - 7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 WINDOW FRAMES AT 10'° MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) Window Anchor Type WWidth •• • A B, C & D 17' - 22.8' 0 0 - I 23• - 25.8' 0 1 > 26•+ 1 1 �- Window Anchor Type uQ- Height A B, C & D 0000 17'-22.8' 0 0 23'- 25.8' 0 1 000000 2ti•+ 1 1 Date: Revised By: Revision: Revision: •• •••••• •• • •0 • ••000•• • • 0004 0.0000 • • 0000 .0 • •0• • • • • • • • 0000 0 •• 0000 000000 00 0 • • • • • 0000 •• •• • •• ••0.0• :000:0 00.0 • • • • •• • 0000 •0•• •0•• Approved AA comply&'& with the Description: CROSS SECTIONS & INSTALLATION J ROSOWSKI Title: Dote' CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model. IScole: Isheet : Growing No. Rev: CA -740 NTS OF 14 MD -A740 -LM .CASEMEN X { WINDOW a HEIGHT I WINDOW I _ WIDTH 740 SERIES CAST EXTERIOR • i - WIRDOW • • • •••••• FOR SiNGigE WNiTS: • • • • • • "1) DN9 YOURMCQW SIZE .:AND GLASS! •••• •.2) KNOWING YOUR AiNdiOR TYPE AND StWSTaTE, DF.TEPJJINE • •YOUR ANCHOR GROtrFR(:M TABLE•3 6HLf T 4. 3) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLE LABELED "WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT 1 CASEMENT (XX) 10", SEE NOTE 7, THIS SHEET FIGURE 1: r — }— 740 SERIES FRAME CASEMENT ASSEM13LYCASEMENT 740 SERIES yam. WINDOW Anchor Type THROUGH 740 SERIES FRAME CASEMENT ASSEM13LYCASEMENT 740 SERIES WINDOW TUBE WINDOW Anchor Type THROUGH Width INSTALLATION HOLES 740 SERIES FRAME 740 SERIES CASEMENT EXTERIOR ASSEMBLY CASEMENT WINDOW � TUBE WINDOW 1 1 EXTERIOR HORIZONTAL SECTION C -C Anchor Type u- Height 10", SEE NOTE 7, THIS SHEET MIN. # 12 X 1" SMS THROUGH INSTALLATION HOLES AWNING 1 CASEMENT I FIXED CASEMENT (XXO) FIGURE 2: 740 SERIES / ilx AWNING WINDOW` w—D FRAME �.- rr ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY ------� L &-E TUBE Itl ` 740 SERIES / FIXED WINDOW* / / "SEE PRODUCTS NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW' FRAME ASSEMBLY TUBE 740 SERIES CASEMENT EXTERiC a 0 SERIES 1SEMENT INDOW FRAME ASSEMBLY TUBE MIN. #12X 1" SMS - THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW' FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TOA VERTICAL FRAMEASSEMBLY TUBE' OR "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED - MNDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each MIN. # 12 X �( 1" SMS Anchor Type THROUGH Width INSTALLATION HOLES 740 SERIES FRAME 740 SERIES CASEMENT EXTERIOR ASSEMBLY CASEMENT WINDOW � TUBE WINDOW 1 1 EXTERIOR HORIZONTAL SECTION C -C Anchor Type w—D FRAME �.- rr ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY ------� L &-E TUBE Itl ` 740 SERIES / FIXED WINDOW* / / "SEE PRODUCTS NOA FOR INSTALLATION SPECS 740 SERIES AWNING WINDOW' FRAME ASSEMBLY TUBE 740 SERIES CASEMENT EXTERiC a 0 SERIES 1SEMENT INDOW FRAME ASSEMBLY TUBE MIN. #12X 1" SMS - THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW' FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TOA VERTICAL FRAMEASSEMBLY TUBE' OR "DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABELED - MNDOWANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. #12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740 -SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. #12 X 1" SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62" IN LENGTH (AS USED IN A 63" FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10" MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Additional Anchors Required on each Side of the Frame Assembly Tube (FAT) Window Anchor Type Width A B, C & D 17" - 22.5 0 A d 23" - 25.5 0 1 > 28'+ 1 1 Q Windrnv Anchor Type u- Height A B, C& D fi s 17" - 22.9" 0 0 ^� 23" - 25.9 1 0 1 J 26-+ 1 1 Approved sv complylca ►tilt! 1W Florida UuIdIrm Coit#. �., ..... ``,ltirrrrllJ/7/ �0gx LYNN 411, Fip i 4 T No.58705 i� 3�' 3 ST \ .,/SS/© NAS p , kleytiq P.E.# 58705 is O r- f` ZV 06 fi s U7 .0, L'2 x i 0 • •• J • •® z O. O T •�ZmX •uLa, W JL O 0 o p <C o O W m W fiM rn o D ~ � �- O fes" m Z EI)Z w Y W (j) Z o :• �. Q.W id• o •'z d o o mss• W { }. • .(qto \ c 00 ``,ltirrrrllJ/7/ �0gx LYNN 411, Fip i 4 T No.58705 i� 3�' 3 ST \ .,/SS/© NAS p , kleytiq P.E.# 58705 is 0 r- • .0, L'2 x i S • •• • • • •® z O. • • •�ZmX •uLa, •• F - woo ~>p_Y 0 oZ o of ``,ltirrrrllJ/7/ �0gx LYNN 411, Fip i 4 T No.58705 i� 3�' 3 ST \ .,/SS/© NAS p , kleytiq P.E.# 58705 is TABLE 2: • .TABLE 3• . .roup . • • • •• • •• .. Aschor • •.. • • :00100 . • • 1M6 steel Uitraimp • Substrate • Hollow Block Min. Min. Edge O.C. Distance Distance 1" 6" Mme' Embedment 1-1/4" Anchor Plate Required? No • i A • • • • • • • #14! steel SMS 49S) ortl44, 4J0 SS SM �. �•: • • S. Pine Window Anchors Required 1" 13/8" No • *6003-T5 Alum. 318` 518" 0.050 No . • A36 Steel 318" 518' 0.050 No A653 Stud, Gr. 33 318" 5/8" .035", 20 Ga. No • • B • • 1?*!SrtiliQl SMS (G5) or#12, 410 SS SMS under 23' Jamb 1" 1-318" No 6063-T5 Alum_ 318" 518 .050" Window Width (n) A36 Steel 318" 5/8" .050" No A653 Stud, Gr. 33 31T 5/8' .035", 20 Ga. under 23' 2&15!16" 27-314" 30' 33412' 35' 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 8 C&D A B IC&D A B C&D A B C&D A B C&D A B C&D A B IC&D 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.85k ConenAe 2-112" Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 #14, steel SMS (G5) or#14, 410 SS SMS 25-15116' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Filled Block 2-1/2" 4" 1-3/4" Yes Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 W " Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 0 Head/Sill 2 2 2 1 2 2 2 2 2 2 2 1 3 2 1 3 3 2 1 3 3 3 3 4 3 48' Jamb 4 4 4 4 6 4 4 8 4 4 6 4 1 4 6 4 4 6 4 6 6 4 •M,.,�SM Head/Slli 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 50-5/8' Jamb 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 6 6 4 6 6 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 60, Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 1 8 1 4 Head/Sill 2 1 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 1 4 1 3 63,1 Jamb 6 6 6 6 8 8 6 8 6 6 8 6 6 8 6 8 8 6 6 8 6 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 72' Jamb 6 8 6 6 8 6 8 8 6 8 110 6 8 10 6 8 10 6 8 10 6 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 76' Jamb 6 8 6 8 8 6 8 10 6 8 10 6 8 10 8 8 10 6 8 10 6 Head/Sill 2 2 2 2 2 2-1--2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 " Jamb 8 2 8 2 6 2 8 2 10 2 8 2 1 8 2 10 2 6 2 8 10 2 3 6 2 8 2 10 3 6 2 Head/Sill • .TABLE 3• . .roup . • • • •• • •• .. Aschor • •.. • • :00100 . • • 1M6 steel Uitraimp • Substrate • Hollow Block Min. Min. Edge O.C. Distance Distance 1" 6" Mme' Embedment 1-1/4" Anchor Plate Required? No • i A • • • • • • • #14! steel SMS 49S) ortl44, 4J0 SS SM �. �•: • • S. Pine 518' 1" 13/8" No • *6003-T5 Alum. 318` 518" 0.050 No . • A36 Steel 318" 518' 0.050 No A653 Stud, Gr. 33 318" 5/8" .035", 20 Ga. No • • B • • 1?*!SrtiliQl SMS (G5) or#12, 410 SS SMS • S. Pine 518" 1" 1-318" No 6063-T5 Alum_ 318" 518 .050" No A36 Steel 318" 5/8" .050" No A653 Stud, Gr. 33 31T 5/8' .035", 20 Ga. No 1/4" sW 01tracon 2.85k ConenAe 2-112" 4" 1-318" No 2.85k Concrete 1" 4" 13/4" No Hollow Block 2-1/2" 5" 1414" No #12, steel SMS (05) or#12, 410 SS SMS S. Pine 5/8" 1" 1318' Yes 6003-T5 Alum_ 3/8" 518" 1116" Yes A36 Steel 3/8" 518" .050" Yes A653 Stud, Gr. 33 318" 518" .045, 18 Ga. Yes #14, steel SMS (G5) or#14, 410 SS SMS S. Pine 5/8" 1" 1318" Yes 6063-T5 Alum. 3/8" 518" 1116" Yes A36 Steel 318" 518" .050" Yes A653 Stud, Gr. 33 3/8" 518" .045", 18 Ga. Yes D 114" steel Ullracon 2.85k Concrete 1" 4" i3/4" Yes 2.85k Concrete 2-112" 4" 13/8" Yes Hollow Block 2-112" 5" 1-1/4" Yes Filled Block 2-1/2" 4" 1-3/4" Yes 114" 410 SS CreteFtex 3.35k Concrete 1" 5" 1-314" No Hollow Block 2-1/2" 5" 1-1/4" No °z 5116" steel Ultracon 3.5k Concrete 1-1/4" 5" 1-3/4" No Hollow Block 118" 5" 1-1/4" No Filled Block 2-1/2" 1 5" 1-3/4" No NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations Glass Type: PVB SGP (Types 1, 4 & 5) (Types 2, 3 & 6.9) 63" and Norte 12" max. from less Required each end & 30" s max O.C. w , v 12" max. tom 12" max. from O over 83" each end & 30' each end & 30" STATE OF �� max O.C. max O.C. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7116" ANNEALED SGP LAML GLASS, 114" MASONRY ANCHORS INTO CONCRETE, +70% 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. 8) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. SAMPLE CONFIGURATIONS: Ll X ; X�0 O O f jX\ O /X O /X\ X jX, O� O '0 O E) DISTRIBUTE ANCHORS FOLLOWING GUiDEUNES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4" SIDE OF THE AWNING (HEAD & SILL). `, 4" ") 4" FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701-83.1. 10.6" B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 28, 5 ANCHORS ARE REQUIRED IN EACH JAMB. 61" D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4" SIDE OF THE FIXED CASEMENT (HEAD & SILL). 25" 20"T 20'� 48" .1pproved as Florida lisld with 00 13.25" g�{ LYNN \\\�� 00ENSF ' No. 58705 , v O STATE OF �� )NAL - A. LYNN MILLER, P.E. O N C Q 5 3 J CN O r J C:) Z4 Q I.1. 0 d' MW. 0 D Z O °z <( rn W z a Y Z 0 m� • m ° • SO U • �• Q � N • •• 000* •• •M,.,�SM �. • z w o• •i• .. •=XUMN o0 .F--wao 0 oz z U 13.25" g�{ LYNN \\\�� 00ENSF ' No. 58705 , v j 1, STATE OF �� )NAL - A. LYNN MILLER, P.E. P.E.# 68705 TARI F:5 - Design 5 - n under 23" Design Pressure (psQ for Single Windows, All Anchor Groups Window Width 25-15116' 27-314' 30' 33412' 35' WINDOW under 23' +70/-90 +701-90 +701-90 +701-90 +70190 +701-90 +70/-90 25-15/16' +70/--90 +70/-90 +70/-90 +701-90 +70190 +701-90 25.15116" c1dc 27-314" +701-90 +70190 +701-90 +70190 +701-90 +701-90 +701-90 37" 48' +70190 +701-90 +70/-90 +70190 +701-90 +741-90 +701-91 Anchor Group 50-518' +701-90 +701-90 +70190 +70190 +70%90 +701-90 +701-89.2 C 60' +70190 +70/-90 +701-90 +701-88.5 +701-80.8 +701-77.7 +701-74.3 B 63' +701-90 +70l-90 +70/-90 +701-84.3 +701-76.5 +701-73.7 +70%70.1 *701-90 •701-90 72' +70190 +701-87.2 +701-77.7 +60/-71.5 +601-62.4 +601-60.9 +/-59.3 +701-90 +701-90 76" +701-90 +701-84.6 +701-75.7 +1-67.3 +1-58.9 +1-57.2 +/-55.6 +701-9i► •o 84" +70/-90 +701-80.4 +70171.3 +601-62.1 +1-54.2 +701-90 +70'-90 +701-90 TARLF 6 - FOR GLASS TYPES: 7/8" LAMI. IG: (1/8" AN - 7/16" AIR -118" AN -.090" PVB -1/8" AN) WINDOW HEIGHT J WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • ••• •• • •••••• TA13LE 7t • -+-� }- ASSE 1 TUBE WINDOW Design Pressure (pso for Windows Attached to a Horizontal Frame Assembly Tube Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube W indow Width HEIGHT HEIGHT ASSEMBLY r O TUBE 10' MAX. m Window Width under 23' Z U 25.15116" c1dc 27-314" 30" Z under 23' 33.112" 27-314' 35 33.1/2' 37" 35' • • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group •••; As • 8 C O A B C&D B A,C&D B A,C&D A B C&D 8 A,C&D B A,C&D under 23" 25-1 1 +7011% +701-00 *701-90 •701-90 +70'-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 �-1 383/8" +701-9i► •o 9+901.71.6 +701-90 +70190 +701-81 +70'-90 +701-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70190 •48" • +70/43`1• •'+157.3 +701-90 +701-90 +154.8 +70'-90 +701-90 1 +701-90 +70'-90 +701-8T8 +701.90 +701-90 +701-78.6 +701-90 +701-90 +701-90 +701-88.9 +701-90 C_ 50.9/8" +1-69• • • +1-54.3 +701-90 +701-90 +1-61.4 +70/-90 +701-90 +70/-90 +70'-90 +701-83.2 +701-90 +701-90 +701-74.6 +701-90 +701.89.2 +701-90 +701-84.3 +701-89.2 +701-80.6 0 +1-5m .r1-45.8 +701-84.7 +701-90 +1-51.8 +701-81.2 +701-90 +70/-75.9 +70'-90 +701-70.2 +70'-88.5 +70/-80.3 +1-629 +701-80.6 +701-75.2 +701-71.7 +701-71.2 +701-74.3 +701-70.1 63" +1-557 +1-436 +701-80.7 +70/-89.5 1 +1-49.3 +701-77.3 +701-90 +701-72.3 +70'-90 +1-689 +7(Y-84.3 +701-76.5 +1-599 +701-76.5 +70/-71.6 +701-73.7 +1-67.8 +701-70.1 • ••• •• • •••••• TA13LE 7t • NOTES. 1) SEE SHEET 4 FOR ADDIT40NAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. -+-� }- ASSE 1 TUBE WINDOW Design Pressure (pso for Windows Attached to a Horizontal Frame Assembly Tube FRAME HEIGHT HEIGHT ASSEMBLY r O TUBE 10' MAX. WINDOWADD WIDTH ANC Window Width ADDITIONAL Z U ANCHOR c1dc Q (4), IF REQ. Z under 23' 25-15116' 27-314' 30' 33.1/2' 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group LL Anchor Group W Anchor Group =� i O C) All All All All B A, C& D A B C& O A B C& D under 23" +701-90 +70190 +701-90 +70190 +70/-82.1 +701-90 +70/-90 +701-78.5 +701-90 +70190 +701-74.3 +701-90 25-15/16" +70190 +70190 +701-90 +701-90 +701-90 +701-90 +701-88.8 +701-90 +70190 +701.84 +70190 +701-90 •W 5 38-318" +70/-90 +70/90 +701-90 +70/90 +70/-90 +70190 +701-90 +701-90 +70190 +701-90 +701-90 +70/90 Q Q 48' +701-90 +70190 +701-90 +70%90 +701-90 +70190 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 x 50-518" +70/90 +701.90 +70/90 +70/-90 +70/-90 +70190 +70190 +701-90 +701.90 +701-89.2 +701-89.2 +701-89.2 60" +701-90 +701.90 +701-90 +70/58.5 +701-80.6 +701-60.6 +701-77.7 +70177.7 +701-77.7 +701-74.3 +701-74.3 +701-74.3 63' +701-90 +701.90 +701-90 +70/-84.3 +701-76.5 +701-76.5 +701-73.7 +701-73.7 +701-73.7 +701-70.1 +70170.1 +701-70.1 72' +70190 +701-87,2 +701-77.7 +701-71.5 +601-62.4 +601-62.4 +601-80.9 +601-60.9 +601-60.9 +/-59.3 +159.3 +/-59.3 76" +70/-90 +701-84.6 +701-75.7 +/-67.3 +1-58.9 +1.58.9 +157.2 +/-57.2 +/-57.2 +/-55.6 +155.6 +1-55.6 84' +70/-90 +701-80.4 +701-71.3 +601-62.1 +154.2 +1-54.2 NOTES. 1) SEE SHEET 4 FOR ADDIT40NAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. -+-� }- ASSE 1 TUBE WINDOW WINDOW FRAME HEIGHT HEIGHT ASSEMBLY r O TUBE 10' MAX. WINDOWADD WIDTH ANC t- ADDITIONAL Z U ANCHOR c1dc Q (4), IF REQ. Z WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. -+-� }- ASSE 1 TUBE WINDOW J HEIGHT r O WINDOWADD WIDTH ANC SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL. ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approved•as complying with 1hv Florida llutdlanCode _ ._ • •tip •��• •••• •• Et, n IiTY� • • • • g• • acv Q, •• •�Mton • • o X UP • • L t,j O O • . z� m ••ijalc 0 O z oZ W o t,..r U �'Z'�Ny\�ENSF'I`t��p No. 58705 STATE OF O'r FCOR10p. ' �rrlr�� A. LYNN MILLER, P.E. P.E.#t 58705 J r O d' t- Z U c1dc Q Z q O J ¢O LL W w =� i O C) Q (D W U) 0 1- Z Z t� Y Z (L O •W 5 j6 o • • Q •L�i�.. Q Q 1=- � U7. • •tip •��• •••• •• Et, n IiTY� • • • • g• • acv Q, •• •�Mton • • o X UP • • L t,j O O • . z� m ••ijalc 0 O z oZ W o t,..r U �'Z'�Ny\�ENSF'I`t��p No. 58705 STATE OF O'r FCOR10p. ' �rrlr�� A. LYNN MILLER, P.E. P.E.#t 58705 Design Pressure (psi) for Windows Attached to a Horizontal frame Assembly Tube FRAME HEIGHT ASSEMBLY TUBE Window Width under 23" 25-15/18" 2731d' 30" 33-112" 35" FOR GLASS TYPES: --�'l WIDTH Anchor Group Anchor Group Anchor Group Anchor Group TABLE 11: Anchor Group Anchor Group under 23" Anchor Group 25.15116" All 27-314" All 30" B A, C& D 331!2" 8 35" A 8 37" Design Pressure (pso for single Windows, All Anchor Groups •" +70'90 3) 7/16" LAM[ (3116 HS -.090" SGP - 3/16 HS) Anchor Group +70'0 Anchor Group +701-90 Approved as complying with the +701-74.3 a Anchor Group +70+90 Anchor Group +70'-90 +70'90 under 23" A •+701-9 • 7) 7/8" LAMI. IG: (3116" AN - 1/4" AIR - 3/16" HS - .090" SGP - 3116" HS) D +70l-90 A +701-90 B +701-90 Dtedo t}uidin8code B A,C&D +701-90 +7W-90 A +701-90 B +70!'•90 C&D +701-90 A +7W-90 Window Width C&D +70'-90 B +TO/ -90 A,C8�0 +701-90 A +70/-90 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS -.090" SGP - 3/16" HS) �r 25.1�j1$" :+701-9G NOAH +701-90 +701-90 under 23' 25-15116 27-314' 30' 33-112' 35' 37" +70'-90 +701-90 t +70/-90 +70t-90 +701-90 +TO/ -90 +701-90 +7d-90 Miamt !7 de i'roduet'cogtrof +741-98 • under 23` +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +74'-90 +701-90 +7Q'-� +701-90 +70' 90 +701-90 +701-90 +70i 90 f ` �. Hpa" +TO! -90 25-15116' +90%130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 T_ +701-90 +7Q' 90 +701-94 +701-87.8 +701-90 +7CV-90 +TDI -90 +70'-90 +701-9fl +7fll-90 +70/-90 +701-88.9 +701-90 g 50518" ' +J-69.3 • + -54.3 +701-90 +70/-90 +1-61.4 +701-90 +701-90 +7fl1-90 +7Cy-90 +Tfl!-90 +701-83.2 +70l-90 +70'-90 +701-90 +7C1'-90 +701-89.2 38-318' +90/-130 +90/430 +901-130 +901-130 +901-130 +901-130 +901-130 +701-84.7 +7fl/-90 +151.8 +7{Y-81.2 +701-90 +70+-75.9 +7Q'-90 +701-89.6 +701-70.2 +701-90 +701-84.3 +701-78.6 +7W-90 +741-75.2 +701-90 +701-90 +7Q'-71.2 +701-90 63' WINDOW +701-80.7 +7R'-89.5 +1.49.3 +7iY-77.3 +701-90 +70'-72.3 +70'-94 +701-85.3 +l-66.9 +701-90 48' +901-130 +901-130 +901-130 +90/-130 +90l-130 +90/430 +901-130 HEIGHT z 50-5/8" +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 a 60' +901-130 +901-130 +901430 +901-130 +90/-130 +901-130 +901-130 63' +901-130 +901-130 +901-130 +941-130 +901-130 +901-130 +90/-130 WINDOW 72' +90/-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 WIDTH O 76 +801-130 +901-130 +901-130 +901-130 +90%130 +901-130 +90/-130 SEE SHEETS 1 & 4 FOR W 84" +90/-130 +90/430 +901-130 +901-130 +90%130 WINDOW ANCHOR a. o Q LOCATIONS AND QUANTITIES. 0 A2 !n V 06 rn 3 a Z 2 oZ> O ' TABLE 12: N r Design Pressure {psf) for Windows Attached to a Vertical Frame Assembly Tube C> a LL O a;� W W h Window Width ID a o � CL W W 0 �Z Z •. • W .. Y tc• •}r .. •qct 4 at Z Ali o. i'. •. 9 to aUr W . �• • as • • • • �/ • • • FRAME o Lj c°� �}�(} n • • • MAK -101 ASSEMBLY TABLE 13-1 • TUBE • • • • �• • • • j� � 0)i •••••s N WINDOW HEIGHT • • • �� us M : !0 x • • _ • • • 0 Is a ADDITIONAL = gym w p o WINDOW ~ w 00 WIDTH ANCHOR (4), IF REQ. > n Y r- a T_ SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OZ w �' LOCATIONS AND QUANTITIES. SEE SHEET s t I I I I t 1 3 FOR ANY ADDITIONAL ANCHORS LYNN REQUIRED FOR THE FRAME ASSEMBLY \�� A,/"// �� QN •. • .. /, i� TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR .`.' No. 58705 LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS '• REQUIRED FOR THE FRAME ASSEMBLY - "O 3 /' 3 crl TUBE. �'. STATE OF\ i'�� '•. FCORIDP. NOTES: ri}IIt 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A. LYNN MILLER, P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.# 58705 Design Pressure (psi) for Windows Attached to a Horizontal frame Assembly Tube FRAME HEIGHT ASSEMBLY TUBE Window Width under 23" 25-15/18" 2731d' 30" 33-112" 35" 3T" --�'l WIDTH Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group under 23" Anchor Group 25.15116" All 27-314" All 30" B A, C& D 331!2" 8 35" A 8 37" under 23" •" +70'90 Anchor Group +70'-90 +701-82.1 Anchor Group +70'0 Anchor Group +701-90 Anchor Group +701-74.3 Anchor Group Anchor Group +70+90 Anchor Group +70'-90 +70'90 under 23" A •+701-9 • •• B C +701-90 D +70l-90 A +701-90 B +701-90 C&D +701-90 B A,C&D +701-90 +7W-90 A +701-90 B +70!'•90 C&D +701-90 A +7W-90 B +701-90 C&D +70'-90 B +TO/ -90 A,C8�0 +701-90 A +70/-90 B +70l-90 C&D +701-90 �r 25.1�j1$" :+701-9G +i01-90 +701-90 +701-90 +70l-90 +701-90 *701-90 +701-90 +70V-90 +701-90 +70'-90 +70!•94 +70'-90 +701-90 +7Q'-90 +70/-90 +70t-90 +701-90 +TO/ -90 +701-90 +7d-90 38-3181 +741-98 • •+rl'W-7i.6 +701-90 +701-90 +701-81 +701-90 +701-90 +701-90 +70'-90 +701-90 +74'-90 +701-90 +7Q'-� +701-90 +70' 90 +701-90 +701-90 +70i 90 +TO! -90 +TO! -90 +701-90 48'+• 4701-731• �'1t57.3 +70l-90 +701-90 +l-64.8 +70l-90 +701-90 +701-90 +7Q' 90 +701-94 +701-87.8 +701-90 +7CV-90 +TDI -90 +70'-90 +701-9fl +7fll-90 +70/-90 +701-88.9 +701-90 g 50518" ' +J-69.3 • + -54.3 +701-90 +70/-90 +1-61.4 +701-90 +701-90 +7fl1-90 +7Cy-90 +Tfl!-90 +701-83.2 +70l-90 +70'-90 +701-90 +7C1'-90 +701-89.2 +701-90 +70i-90 +70'-84.3 +701-90 +70I-9(1 6p'�• •+/-58.5. +�-45.8 +701-84.7 +7fl/-90 +151.8 +7{Y-81.2 +701-90 +70+-75.9 +7Q'-90 +701-89.6 +701-70.2 +701-90 +701-84.3 +701-78.6 +7W-90 +741-75.2 +701-90 +701-90 +7Q'-71.2 +701-90 63' +1-55.7 +701-80.7 +7R'-89.5 +1.49.3 +7iY-77.3 +701-90 +70'-72.3 +70'-94 +701-85.3 +l-66.9 +701-90 +701-76.5 +701-74.9 +70'-90 +701-71.6 +7fl!-9D +701-8&5 +1-67.8 +701-90 Design Pressure (psi) for Windows Attached to a Horizontal frame Assembly Tube FRAME HEIGHT ASSEMBLY TUBE Window Width under 23" 25-15/18" 2731d' 30" 33-112" 35" 3T" --�'l WIDTH Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group All All All All B A, C& D A 8 C& D A 8 C& O under 23" +70' 90 +70'90 +7Q'90 +70'-90 +701-82.1 +7tY JO +70'0 +701-78.5 +701-90 +701-90 +701-74.3 +701-90 25-t5/i8" +70+90 +7tY90 +70'-90 +70'90 +70'-90 +70'-90 +70V-88.8 +701-90 +701-9t1 +70/-84 +70/-90 +701-90 38-318" +70'-90 +Id -90 +701-90 +70'�JO +701-90 +70'-90 +70Y 90 +701-90 +701-90 +70/-90 +701-90 +701-90 48' +70'-90 +70`90 +7LY�J0 +7x'90 +70'-90 +7tY�90 +7LY�90 +701-90 +701-90 +701-90 +701-90 +701-90 = 50-518" +70' JO +7Q'90 +7Q'90 +7d-90 +7tY 90 +TOI�J4 +70190 +701-90 +701-90 +701-90 +70/-90 +701-90 6tY' +TW-9fl +70'-90 +70' 90 +70`90 +70'90 +70'90 +7Q'90 +701-90 +701-90 +701-90 +701-90 +701-90 � � ti3" +70'-90 +70'90 +TO' -90 +70'-90 +70'-90 +70'-90 +70'-90 +701-90 +701-9(1 +TDI -90 +701-90 +70/-90 72° +70'-94 +711'90 +70V90 +70' 90 +70'90 +70'90 +70'•90 +7fl1-90 +701-90 +7fl/-90 +701-90 *i01-90 76" *70'90 +70'-9Q +701-90 +70'-90 +70'90 +70'90 +70'-90 +701-90 +701-90 +701-90 +70I-9(1 +701-90 84" +70r-90 +70'-90 +7d-90 +70'-90 +TO' -90 +70'-90 WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR (4}, IF REQ. (WINDOW --�'l WIDTH •4 11099ZEP TAAI_F 15- FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN -.090" PVB -1/8" AN) WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. a under 23" Design Pressure &Q for Single Windows, All Anchor Groups Window Width 25.15116" 27-314" 30" 33.112" 35" 37' Design Pressure (pso for Windows Attached Io a Horizontal Frame Assembly Tube under 23" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/90 25.15116" +701-90 +701-90 +70/-90 +70/90 +70/-90 +701-90 +70%90 a r 38-318" +70V-90 +701-90 +70/-90 +701-90 +7"0 +701-90 +70/-90 48"+701-90 s r +70190 +701-90 +70190 +701-90 +70/-90 +701-90 Anchor Group 50 5/8" +70/-90 +70190 +701-90 +701-90 +701-90 +70190 +70/-90 All +701-90 60" +701-90 +701-90 +701-90 +701-90 +701-90 +701-88.6 +701-84.6 A +70/-90 63" +70/-90 +701-90 +701-90 +701-90 +701.87.2 +70/-84 +701-79.9 Anchor Group 72" +701-90 +7(1-90 +701-88.5 +701-81.5 +601-70 +601-69.4 +60137.6 A 76" +701-90 +701-90 +70/-86.3 +701-76.7 +601.87.2 +601-65.2 +601.63.3 A 84" +701--90 +70/-90 +70/-81.3 +601-70 +601.61.8 A,C&O B TAAI_F 15- FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN -.090" PVB -1/8" AN) WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • TABLE 16- • • WINDOW FRAME HEIGHT Design Pressure (pso for Windows Attached Io a Horizontal Frame Assembly Tube JA- TUBE Design Pressure (psf) for Windows Attached to a Vertical Frame Assembly Tube ADDITIONAL ANCHOR (4), IF REQ. Window Width I WINDOW -"� WIDTH od a r under 23' 25-15116" 273/4" 30' Window width WINDOW 35" Abd€TiON 37' s r ANCHOR 04 Anchor Group Anchor Group m Anchor Group Anchor Group under 23' Anchor Group LL O 25-15/16' Anchor Group 27-314' L(J W. All +701-90 All +70190 33.1/2' All +701-W 35' A, C& D +701-90 37' B +701-78.5 C& D +70190 A +70/-90 B +701-74.3 Anchor Group U) 25.15116' Anchor Group +701-90 Anchor Group +70/•90 Anchor Group +701-90 +701-88.8 Anchor Group +701-90 Anchor Group Anchor Group +741-90 A B C D A B C&D B A,C&D A B C&D A B C&D B A,C&O B A.0&D +701-90 under 23' +701-90 • .701-90 +70/90 +70/-90 +70/90 +70190 +701-90 +70190 +70190 +70190 +701-90 +701-90 +70%90 +701-90 +70190 +701-90 +70/-90 +70/90 +701-90 ,3 25-15/16' ;701-9(f, +4)190 +701-90 +70! 90 +701-90 +701-90 +70190 +70190 +701-90 +701-90 +701-90 +70/-90 +701-90 +70190 +70-90 +701-90 +70190 +701-90 +701-90 +70/-87.2 38-3/ "' •,+70/-90• +79-71.6 +70/90 +701-90 +701-81 +701-90 +70190 +70190 +70190 +701-90 +701-90 +70190 +701-90 +701-90 +70f-90+70190 +601-69.4 +70!90 +70/ -90 +70/-90 +60/-67.6 48' • +70/-73.1 • • ♦*57.3 +701-90 +701-90 +1-64.8 +70/-90 +70/-90 +701-90 +70190 +701-90 +701-87.8 +701-90 +701-90 +70/-78.6 +701-90 +701-90 +701-90 +70/-88.9 +701-90 •$ 505/8'• •+J-69.3 • *A54.3 +70/-90 +70190 +/-81.4 +70/90 +70190 +70190 +701-90 +701-90 +70/-83.2 +701-90 +701-90 +70/74.6 +74/-90 +701-89.2 +701-90 +701-8 .3 +70190 • 60'0 0 •+158.50 0• f #'10-45.8 +701-84.7 +70/-90 +151.8 +701-81.2 +70190 +701-75.9 +70190 +701.89.6 +70/-70.2 +70/-90 +70/-80.3 +1-62.9 +701-90 +70/-75.2 +701-88.6 +701-71.2 +701-84.6 • • • • '.+/-55.7 f • • /•43.6 +701-80.7 +701-69.5 +/49.3 +701-77.3 +701-90 +701-72.3 +701=90 +701$5.3 +/-66.9 +701-90 +70/-76.5 +/-59.9 +701-87.2 +741-71.6 +701.84 1 +167.8 +70/-79.9 • TABLE 16- • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT Design Pressure (pso for Windows Attached Io a Horizontal Frame Assembly Tube JA- TUBE 10' MAX. ADDITIONAL ANCHOR (4), IF REQ. Window Width I WINDOW -"� WIDTH od a r under 23' 25-15116" 273/4" 30' 33.112' WINDOW 35" Abd€TiON 37' s r ANCHOR 04 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group LL O Anchor Group W L(J under 23' All +701-90 All +70190 All +70!90 All +701-W 8 +70/-82.1 A, C& D +701-90 A +701-90 B +701-78.5 C& D +70190 A +70/-90 B +701-74.3 C& D +70/90 U) 25.15116' +701-90 +701-90 +70190 +70/•90 +701-90 +701-90 +701-88.8 +701-90 +701-90 +701-84 +701-90 +741-90 38-3/8' +70190 +701-90 +701-90 +70190 +70190 +701-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 2 48" +701-90 +701-90 +70190 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +701-90 +70190 z 50-518' +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +701-90 +70190 +70/90 +701-90 +70190 +70190 60' +70190 +70190 +701-90 +70/90 +701-90 +70190 +701-88.6 +70158.8 +70/-88.6 +701-84.6 +70/-84.6 +70%84.6 • OU- 63' +701.90 +701-90 +701-90 +70190 +70/-87.2 +70/-87.2 +701-84 +701-84 +701-84 +701-78.9 +701-79.9 +70/-79.9 No. 58705 72" +701-90 +701-90 +701.88.5 +70/-81.5 +601-70 +601-70 +60/-69.4 +601-69.4 +601-69.4 +601.87.6 +601---67.6 +60/-67.6 76" +701-90 +701-90 +701-86.3 +701-76.7 +60157.2 +601-67.2 +601-65.2 +601-65.2 +60/-65.2 +601-63.3 +601-63.3 +601.63.3 84" +70!90 1 +701-90 +701-81.3 +601-70 +601.61.8 +601-61.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. WINDOW FRAME HEIGHT ASSEMBLY JA- TUBE 10' MAX. ADDITIONAL ANCHOR (4), IF REQ. I WINDOW -"� WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4ppivi' ! is vil'! plylva alih tkt� Flo' 11.111 "i-:, Amir Code h11q»ilWife f`rsr+lual r<filir" FRAME 10' MAX it ASSEMBLY TUBE O WINDOW Com"• HEIGHT z V od a r Z a o` WINDOW J Abd€TiON WIDTH s r ANCHOR IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4ppivi' ! is vil'! plylva alih tkt� Flo' 11.111 "i-:, Amir Code h11q»ilWife f`rsr+lual r<filir" J O Com"• U) z V od a r Z a o` J 04 Q ....CJI J O LL O Z-0 C:) W L(J 6io0 LU W U) 0 F - Z z CA U1 W •� r` �• •w . w.p :q U) . (0 y GJ # •� v ti•C� m • • • • • ® �N N C4• : .� M tn • nt. ••• • OU- • z tj o. • • OR 03 vi W 0 O > d Y 0 0 z Ld 40 o w v ��`�•'L�cENs;�. CFS i No. 58705 cif z ST TE OF i '�� ' • 40RIOP •' �\� � i///,NN- A. LYNN MILLER, P.E. RE158705 TABLE 17: TABLE 18- FOR GLASS TYPES: 6) 7/8" LAME. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SGP - 3/16" AN) 8) 7/8" LAMI. IG: (3116" T - 1/4" AIR - 3/16" AN -.090" SGP - 3/16" AN) I WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (psf) for Single Windows, All Anchor Groes Design Pressure (psQ for Windows Attached to a Horizontal Frame Assembly Tube FRAME HEIGHT Design Pressure (pst) for Windows Attached to a Vertical f=rame Assembly Tube Window Width TUBE Window Width under 23' 25-15116" 27-314" 30' 33-1/2' 35' 37" 27-314" under 23" +901-130 +901-130 +901-130 +901430 +901-130 +901-130 +901-130 25-ISIIW +90/-130 +901-130 +901-130 +901-130 +90%130 +90%130 +90/-130 38-318' +90/-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 Z 48' +901-130 +90/430 +901-130 +901-130 +901-130 +90/-130 +90/430 x 50518' +90/430 +90/430 +90/430 +901-130 +90%130 +901-130 +901430 1 60' +901-130 +901-130 +901-130 +90/-130 +901-130 +90%130 +901-130 FS 63' +90/430 +901-130 +901-130 +90/430 +90/-130 +901-130 +90/-130 B +701-90 72' +90/-130 +901-130 +901-130 +901-130 +901-130 +901-124.6 +90/-115.7 C&D +701-90 76" +901-130 +90%130 +901-130 +90/-130 +901-128.2 +90%118.7 +901-109.6 +701-90 84" +901-130 +901-130 1 +90/-130 +901-130 1 +90/-11&41 +70'-90 1 TABLE 18- FOR GLASS TYPES: 6) 7/8" LAME. IG: (3/16" AN - 1/4" AIR - 3/16" AN -.090" SGP - 3/16" AN) 8) 7/8" LAMI. IG: (3116" T - 1/4" AIR - 3/16" AN -.090" SGP - 3/16" AN) I WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. • 0*0 00 0 go • •• • •• ••• • • • 0000•• • • TABLE 19: FRAME Design Pressure (psQ for Windows Attached to a Horizontal Frame Assembly Tube FRAME HEIGHT Design Pressure (pst) for Windows Attached to a Vertical f=rame Assembly Tube TUBE Window Width HEIGHT ADDITIONAL under 23" 25-15116" 27-314" 30" 33-1/2` j Window Width -'7 WIDTH 37" ANCHOR Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group m under 23" 2515/18" 27-314" All +701-90 30" All +701-90 All +701-90 33112" A. C& D +701-90 35" B +701-78.5 C& D +701-90 37" B +701-74.3 C& O +701-90 25EMS)" Anchor Group +701-90 +70190 Anchor Group +701-90 Anchor Group +701-88.8 Anchor Group +701-90 Anchor Group +701-90 Anchor Group Anchor Group +70190 +701-90 •s• under 23" A +701 • a *.+701-90 C +701-90 D +701-90 A +701-90 B +701-90 C&D +701-90 B A,C&D +701-90 +70J-90 A +701-90 B +701-90 C&D +701-90 A +70'-90 B +701-90 C&D +70/-90 8 +70190 A,C&D +701-90 A +70/-90 B +701-90 C&D +701-90 +70190 23 7 1'8" +701140 .+701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +70'-90 +701-90 +70-90 +701-90 +70'-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 38-318" +70110'.•*7(V-71.6 +701-90 +701-90 +701-90 +701-61 +70190 +701-90 +701-90 +70'-90 +70/-90 +70'-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70190 4a8: +701-73PI• ••+1-57.3 +701-90 +701-90 +1-64.8 +701-90 +701-90 +701-90 +701-90 +701-90 +701-87.8 +701-90 +700-90 +701-90 +701-90 +701-90 +70f-90 +701-90 +701-88.9 +701-90 +70190 50•x/IL 8"• +1-613* •0+1-54.3 +701-90 +701-90 +/-61.4 +701-90 +701-90 +701-90 +701-90 +701-90 +701-83.2 +701-90 +70'-90 +70/-90 +70'-90 +701-89.2 +701-90 +701-90 +70'-84.3 +701-90 •d0' • +l-5444 • i+/-45.8 +701-84.7 +701-90 +1-51.8 +70'-81.2 +701-90 +7tY-75.9 +701-90 +701-89.6 +701-70.2 +70/-90 +701-80.3 +701-78.6 +701-90 +701-75.2 +701-90 +701-90 +70'-71.2 +701-90 83" ' +1-55. +1-43.6 +701-80.7 +701.89.5 +149.3 +79-77.3 +701-90 +70'-72.3 1 +70'-90 +70/-85.3 +/-66.9 +701-90 +701-76.5 +701-74.9 +70'-90 +701.71.6 +701-90 +701.86.5 1 +1-67.8 +701-90 • 0*0 00 0 go • •• • •• ••• • • • 0000•• • • TABLE 19: NOTES: i) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. FRAME Design Pressure (psQ for Windows Attached to a Horizontal Frame Assembly Tube FRAME HEIGHT ASSEMBLY TUBE Window Width HEIGHT ADDITIONAL under 23" 25-15116" 27-314" 30" 33-1/2` j 35" -'7 WIDTH 37" ANCHOR Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group under 23" All +701-90 All +70190 All +701-90 All +701-90 B +701-82.1 A. C& D +701-90 A +701-90 B +701-78.5 C& D +701-90 A +70190 B +701-74.3 C& O +701-90 25EMS)" +701.90 +701-90 +70190 +701-90 +701-90 +701-90 +701-88.8 +701.90 +701-90 +701-84 +701-90 +70+-90 3 +70190 +701-90 +70/-90 +701-90 +70V-90 +70f-90 +70190 +701-90 +701-90 +70190 +701-90 +701-90 rn +701-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +70190 +701-90 +701-90 +701-90 � 5 +70f-90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +70/-90 60 +70f-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70190 +701-90 +701-90 +701-90 +70%90 +70f-90 63" +701-90 +701-90 +70/90 +70190 +701-90 +701-90 +701-90 +701-90 +70190 +701-90 +701-90 +701-90 72' +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70V-90 76" +701-90 +70190 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +70/-90 +701-90 84" +701-90 +701-90 +701-90 +70190 +70/-90 +701-90 NOTES: i) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME WINDOW FRAME HEIGHT ASSEMBLY TUBE 10" MAX. HEIGHT ADDITIONAL ANCHOR (4), IF REQ. WIND j j WINDOW -'7 WIDTH i- SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE'. 4Plrrroved At connpfyieg slth the r O d iWl. � I` o a r L/ O T �/ LL W C) a Q cid U)o Cl) W p yZ Z {n Y W .IX F- o • • : :fL •z • Z •0 • 'u r`i W U • •�• �•rQN n(n• `� •• i i.i. W� mti Q ••• Y ••• • 7�• V Si1.••• • •• • • • •me • ® W �r • • • �N WN • • • N f • Z0 Q T U N wz l-�Q 0 0 a 0 oz Z w v No. 58705 311 �fv (ju STATE OF =�l� i FCORIOP'. i �`S 0.0....0•' � �` ."//, S/QNAi- A. LYNN MILLER, P.E. P.E.# 58705 FRAME to. MAX. �+- ASSEMBLY TUBE WINDOW HEIGHT WIND l-____ ADDITIONAL Y ,4 W1DTHOW r�-- ANCHOR (4), IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE'. 4Plrrroved At connpfyieg slth the r O d iWl. � I` o a r L/ O T �/ LL W C) a Q cid U)o Cl) W p yZ Z {n Y W .IX F- o • • : :fL •z • Z •0 • 'u r`i W U • •�• �•rQN n(n• `� •• i i.i. W� mti Q ••• Y ••• • 7�• V Si1.••• • •• • • • •me • ® W �r • • • �N WN • • • N f • Z0 Q T U N wz l-�Q 0 0 a 0 oz Z w v No. 58705 311 �fv (ju STATE OF =�l� i FCORIOP'. i �`S 0.0....0•' � �` ."//, S/QNAi- A. LYNN MILLER, P.E. P.E.# 58705 10 11 12 13 14 15 17 18 19 20 21 22 23 24 . 4 044 33 0 : •3t 3 • �4tI • •Zfi • 50 • • •A 61 62 63 sa 70 W9. # Description 7002 Main Frame Head, Sill & Jamb 7071 Anchor Plate 7003 Sash Top,Bottom & Side Rail 7008 Frame Corner Key 7009 Sash Corner Ke 7078 Frame Gasket 7072 Sash Corner Gasket 7070 Bulb Weatherstri .187" x.275" 7024 Maxim Multi -Point lock 7026 LockSuvoortPlate 7013 Tie Bar Guide 7015 Tie Bar Assembly T 7028 Maxim Dyad Operator, WW<=24" 7027 Maxim Dual Arm Operator, WW>24" 7030 Operator Gasket 7031 Operator C Backin Plate _ 7051 Operator Spacer Block 7032 Stud Bracket 7033 Operator Track & Slider (D 7023 tigress Hinge (Heavy Duty) 7050 Egress Hinge/Washable H _ _ - 2 Snubber. Arai -blowout Cli 1714 • 1635 320 Manua. by Truth I), Manuf. by Truth np. Btock!5/32" x 3/16!'x 1-1/4" n 8fc?K*5/32" x 7/16!'x 1-1/4" Bea 8 ! Bead A. • I B Ie4VJtp (Thick) -1 IWIS WAp (-Thins ,829 SiliZr w Backbedding en Frame en Corner Key en Cloth en Spline en Spring -on Flange #8-32 x 1/2" Ph. Pn. Mach, Scr TYPE B 1157 #8 x 1/2" Ph. Pn. SMS #8 x 5/8" Fl. Ph. SMS #8 x 7/8" FI. Ph. SMS #8 x 1" Fl. Ph. TEK #18 x 1" Quad Pn SMS #8 X 1-1/2" Quad Pn SMS #10 x 1/2" Ph. Pn./ TEK #10-24 x 9/16" Ph, Pn. TYPE F #12 x 1" Ph. Pn. TEK Material 6063-T6 Alum. 6063-T6 Alum. 6063-T6 Alum. Steel Steel Vinyl Foam Vinyl Foam Flex PVC 70 Steel Steel Steel Nylon Steel or SS Steel Steel Vinyl Foam Steel Nylon Steel Steel Steel Steel Steel EPDM EPDM 6063-T6 Alum. 6063-T6 Alum. 6063-T6 Alum. Flex PVC 70 Flex PVC 70 Alum. Fiberglass EM. PVC Stainless Steel 6063-T6 Alum. 6063-T6 Alum. Stainless Steel Stainless Steel Stainless Steel Stainless Steel Stainless Steel Stainless steel Stainless Steel Stainless Steel Stainless Steel Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 FRAME CORNERS SASH CORNERS rr ,tv LYNN 4,7/ No. 58705 --�� ttt3 civ_ o STATE OF �tU FtOR1t3Q`. ' G� A. LYNrr-- NS�ILLER, P.E. P.E.# 58705 .062" NOM. .434" 2.919' _f il .439' .062" NOM. 1.159" 2 2.784" .139" 0 FRAME HEAD, SILL & JAMB #7002, 6063-T6 1.356" .441" .095" j ANCHOR PLATE #7071, 6063-T6 706' .050" 865" BEAD 35 BEAD B #7036, 6063-T6 .172" .870. .050' [-+-- .569" 37 BEAD D #7059, 6063-T6 011111111 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 8 O 1529 NOKOMIS, FL 34274 CERT. OF RUTH. #29296 Revised By:I Dote: 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 i .040" 1.000" .423' -� FIXED �0 SCREEN FRAME #7006, 6063-T6 .523' �� .050" I� l� 36 BEAD C #7042, 6063-T6 Revision: Revision: 2.203" .093" .093" to ADDON FLANGE #134, 6063-T6 :00 *00000 0000 • 0 ••00 00.08• 0000•• • • • NOAq as • • •0000• • -� 1.124' �•� .125" 2.701" .062" 093" 71 FRAME ASSEMBLY TUBE #7004, 6063-T6 2.203" .093" .093" to ADDON FLANGE #134, 6063-T6 :00 *00000 0000 • 0 ••00 00.08• 0000•• • • • NOAq as • • •0000• • ••• • • •• • ..0000 wlth the Description: Drown 8y: BOM AND CORNER VIEWS ,J ROSOWSKI Title: Dote: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Model: Scote: I Sheet: Drowing No. Rev: CA -740 I NTS 1 10 OF 10 1 MD-CA740-LM GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) 0 GLASS STRENGTHS - T = TEMPERED HS = HEAT STRENGTHED A - ANNEALED INTERLAYER TYPES - SGP --.090 DUPONT SENTRY GLAS PLUS SVS =.075 SOLUTIA VANCEVA STORM DBPVB =.090 DUPONT sUTACITE PVB SSPVB =.090 SOLUTIA SAFLEX PVB 1,11- 71 8 LAMI: (1) LITE OF 3116" A GLASS AND (1) LITE OF 3/16" I& GLASS VWAIl11.0i SC3P OR.074 j4a0WERLAYER. 2,4 - 7/16" LAMI: (2) LITES OF 3116" HS GLASS WITH AN .W0 §QP OR .075 SVS !NTERLAYER. 5,6 - 7/16" LAMI: (1) LITE OF 3/16" A GLASS AND (1) LITE OF 3/16" HS GLASS W/AN .090 DBPVB OR SSPVB INTERLAYER. 7,9 - 9116" LAMI: (1) LITE OF 114" A GLASS AND (1) LITE OF 114" HS GLASS W/ AN .090 8, GP .00R 76 SVS INTERLAYER. 8,10 - 9/16" LAMI: (2) LITES OF 1/4" HS GLASS W/ AN .090 SGP OR .075 SVS INTERLAYER. 11,12 - 9/16" LAMI: (1) LITE OF 114" A GLASS AND (1) LITE OF 1/4" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 13.16-1 1/16" LAMI I.G. 3/16" T FXT. CAP + 3/8" AIR SPACE + 7/16" LAMI: (1) LITE OF 3/18" A GLASS AND (1) LITE OF 3/16" HS GLASS WAN -090 SGP OR .076 S_ VS INTERLAYER. 14,16 - 11116- LAMI I.G. 3/19'T EXT: CAP + 318" AIR SPACE + 7116" LAMI: (2) LITE$ OF 3/16" HS GLASS Wi AN .090 SGP OR .075 SVS INTERLAYER. 17,18-1 1196" LAMI I.G. 3/16"T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMI: (1) LITE OF 3/16" A GLASS AND (1) LITE OF 8116" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 19,21-1.1/16" LAMI I.Q. 3/16" T EXT. CAP + 5116" AIR SPACE + 9/16" LAMI: (1) LITE OF 1/4" A GLASS AND (1) LITE OF 114" HS GLASS WJ AN .090 S, GE OR .075 SVS INTERLAYER. 20,22.1 1/16" LAMI I.G. 311W T EXT. CAP + 5/16" AIR SPACE + 9/16" LAMI: (2) LITES OF 1/4" HS GLASS W/ AN .090 SGP.OR .076 SVS INTERLAYER. 23,24- 1/16" LAMI I.G. 3/16" TEXT. CAP + 5/16" AIR SPACE + 9/16" LAMI: (1) LITE OF 1/4" A GLASS AND (1) LITE OF 1/4" H8 GLASS WAN .090 DBPVB OR SSPVB INTERLAYER. 25,27-1 1116" LAMI I.G. T 114" EXT. CAP + 8/16" AIR SPACE + 7/16" LAMI: (1) LITE OF 3/16" A GLASS AND (1) LITE OF 3/16;'—M GLASS W/ AN .090 SOPOR .075 SVS INTERLAYER. 26,28 -1 1118" LAMI I.t3,1/4" T EXT. CAP + 5116" AIR SPACE + 7/16" LAMI: (2) LITES OF 3/16" HS GLASS WAN.090 §RP_OR ,076 SVS INTERLAYER. 29,30. 1 1/16" LAMI I.G. 114" T EXT. CAP + 5/16" AIR SPACE + 7116" LAMI: (1) LITE OF 3/16" A GLASS AND (1) LITE OF 3116" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. $1,33 -1 1118" LAMI I.G. 1/4"T EXT. CAP + 1/4" AIR SPACE + 9116" LAMI: (1) LITE OF 114" A GLASS AND (1) LITE OF 1/4" HS GLASS W/ M4.090 SOP OR .075 SVS INTERLAYER. 32,34.1 1/16" !AMI I.G. 1/4" T EXT. CAP + 114" AIR SPACE + 8116" LAMI: (2) LITES OF 114" IS GLASS WAN.090 SGP OR.075 SVS iNTERLAYER. 35,36 -1 I 16— LAMI I.G. 114" TEXT. CAP + 1/4" AIR SPACE + 9/18" LAMI: (1) LITE OF 1/4" A GLASS AND (1) ITE OF 114" HS GLASS WAN.090 DBPVB OR SSPVB INTERLAYER. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1360.02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS T LES ASTM E 1300-02, 3. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 13. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAMEAND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 6. REFERENCES: TEST REPORTS FTL-5264, FTL 5273, FTI. -5698, FTL-5619, ATI.81241.01-401-18-R1 ELCO TEXTRON NOA: 07-0425.01.03-0226.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9 CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 4 TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM 42F EIGHT 6 FT. NOMINAL WIDE DOOR PANELS. L INSIDE OR OUTSIDE CORNER DOORS - MAXIMUM OF 4 TRACKS BY 10 FT. (124) HI10H WITH A MAXIMUM OF FOUR 5 FT. PANELS EACH SIDE OF CORNER. SEE EXAMPLE ELEVATIONS, SHT.13 AND PANEL CONFIGURATIONS SHT.14, OXXXXX,XXXXXX FBG 2010 CODE CHANGE oxo, Oxx, om xxx Oxxo, xxxo, OW, XXXX OXXXXXO,XXXXXXO,OXXXXXX,XXXXXXX 0 TECHNOLOQY DRIVE NOXOMIA FL 34276 P.O. BQX 1,620 NOKOMIB, FL 34274 i % /I 1 OXXXO,xxxxo,OXXXX,XXXXX OxXxXXXo,xXXXXXXO,OXXXXXXX,XxxxXXXX GENERAL NOTES AND MAP SLIDING GLASS DOOR, IMPACT IoWi* Better (sGD780 114TS j- -q -123 I ----- _..-890011 I B NOA DRAINING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2-3 ANCHORAGE .....................4-13 DESIGN PRESSURES....... 4-9 ELEVATIONS .....................14 CONFIGURATIONS ........... 14-15 VERT. SECTIONS..............16-17 HORIZ. SECTIONS; ........... 18 20 PARTS LIST ....................... 21 EXTRUSIONS .................... 22-23 r9"ucTft9WW90 AA eaw pbist with Of FierW C' ons � AroepAme* No de"onto Yt'o4Z Com PROWCT REVISED • • • • • as comptyIng with tits lltOO& Building Cock � � ) �7 Acwpmco� %kt, I t 1,,, No 5a ( to rk�l� • w= SS �'r�'SS10�1Ati, ��• A. lYfllt+l 1MILLER, P.E. P.E.# 69705 :000% . . f EXTERIOR 3/16" HS GLASS A.090 SGP OR .075 SVS 3/16" HS GLASS —• 7/16" NOM, 0 0 .65" NOM. GLASS BITE 7/16" LAM! GLASS TYPES 2 & 4 EXTERIOR 3/16" HS GLASS .09008 PVB� SSPVB. SGP 011,075 SVS 3/16" A GLASS ---i 7/18" NOM. — A., .65" NOM. GLASS BITE A l i I 1M1 CLASS TYPES 1,:%5&6 GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED HS - HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY CLAS PLUS SVS =.076 SOLUTIA VANCEVA STORM DBPVB =.090 DUPONT BUTACITE PVB SSPVB =.090 SOLUTIA SAFLEX PVB EXTERIOR 1/4" HS GLASS .090 SGP OR .075 SVS 1/4" HS GLASS ••-r 9116" NOM. - V .65" NOM. GLASS BITE EXTERIOR 1/N' HS GLASS .090 DBPVB, SSPVB, SGP OR .075 SVS 114" A GLASS ---a 9/16" NOM. - IL:U .65" NOM. GLASS BI'T'E Dittfi REi+l Nim > "Awyitt with the rt,% et BMW CO& Acmamv m" No 105'%t�'r%L1 DOC IT 1tiT�etiowfe �'rodetct • PRODUCT REvist:D as cotnpiyiug with the Plexi ft Hundiug Code Acceptanco No { J"o� atc Miami ad* Pro ct ntrol .5%5 55 �� VINN Mlt/ 9/16"LAMI GLASS TYPES 8 & 10 " LAM! GLASS TYPES 7 9 11 & 12 X87°5 .• LA 9/16 _ * WE uj- e r.a: v 9Q707ECHh10LO0YORfVE LAMI GLAZING DETAILS J.90!93/99 a Nv cHAIVo rNrs sH��r aQKont�s, FL sags "�• �'�SSl41� AL _ . • -- R ADvrirs•PveAnmairs�cArur ocaz�nrc�araus --- ---- ____ .. �... ALUM. SLIDING GLASS DOGR -IMPACT t� F.N, t 1/8!07 R F.XPAIVD DETAILS IO COVERALL iNTERtAYER CROS ! 7QNS, P.O. BQX 1628 �t11 1 Draw" .nets Dsfs: NQKOMIS, FL 34274 srM.9Noa.t scar r. onf#nylue as,e A. t YNN M�RE P.E. F.K. 511107 J.J. Xx/xXrEl UtslbtyBetter �M 1X 2 ar 23 81w-11 E3 P.E:#69705 OUTSIDE 3/16" HS GLASS A.090 SGP OR .075 SVS 3/16" HS GLASS —+ 3/8" AIR SPACE 3116" OR IN'T r46 �I I 65" NOM. 42 ••!••••�ttid�.` ,!•!•!c . n OUTSIDE 3/16" HS GLASS .090 DBPVB, SSPVB. SGP OR .075 SVS 3/16" A GLASS --• 3W AIR SPACE 3118" OR 1/4" T -� 1 1/16" NOM. .65" NOM. GLASS BITE n A z I 1 1/16" LAM I.G. TYPES 13, 15, 17, 18, 26, 27, 29 & 30 3LAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTH$ - T a TEMPERED HS = HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES. SGP = .090 DUPONT SENTRY GLAS PLUS SVS =.076 SOLUTIA VANCEVA STORM DSPVB =.090 DUPONT BUTACITE PVB SSPVB .090 SOLUTIA SAFLEX PVB OUTSIDE 1/4" HS GLASS .090 SGP OR .076 SVS 1/4" HS GLASS --� 318" AIR SPACE 3116" OR 114"T 1 1/16" NOM. (4 6) G Ml 2 O�7R 'll. Mi�� I1� OUTSIDE 1/4" H3 GLASS .090 DSPVB, SSPVB. SGP OR ,076 SVS 114" A GLASS -•—� 318" AIR SPACE 3116" OR IN' T 1 1/16" NOM. VM .65" NOM. GLASS SITE Wfthme aftcmk eNunn Mel?- `U k/ ("7 �k'IM@daetC ' 0000.. 0000.. •••• 0000.. 0000.. PRODUCT REV1313D as complying with tho Hlori ft Building Cade lk • • • Acaptanco No "-1018* at a EalL. II~ Mi ado rtodtux �Co�iro �15)E � �(5!5)F \,.\,( ,.Yivnr 4f/126 �- 1 1116" LAM! I.G. TYPES 20 & 22 1 1/16" LAM I.C. TYPES 19, 21, 23, 24, 31, 33,35 & 36 = �+o ss705 i bete O�� LAM! 1. G. GLAZING DETAILS '�D,�'' ©a�tiP• '� t��•` a Y 1070 TECHNOLOGY DRIVE •' 0 0 0 0 .. . J.J. 10193111 B NO CHANGE THIS SHEET NOKOMIS. FL 31278� r ' - - DDI1110 A01.C.wi7lf6-P eANUNIO•LAMIOL4 voofraus -4cALUM. SLIDING GLismeASS C?GOR, IMPACT _0000..----- ... ..........!��.SIONA- ,,` - F.K. 19/9107 A EXPAND DB AILS TO COVER ALL INTERLAYER LAOSB LIFMATIONS P.O. BQX 9620 'I/ 1 ! i tt t Y �,: oat• NOKOMlS, Fi 31274 Vbibly Better A. LY1Vt+1 {I�IZ R, l�.f_. F K. S/i/l17 r r. Xw�rwo7 S�0 X 3 a 23 8900-1 i B P.E.# 68706 0000. • 0000. 0000 • 0000.. 0000.. 0000.. 0000. 0 0000. 0000•• •00000 •0.000 • • DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT -4112" OR 5114" SILL (SEE NOTES BELOW FOR OTHER SILLS) TABLE 1. STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL Lam] 7116+ Ann/Heat w/ SGP or SVS Interlayer >HEAD & SILL (H&S) INTERLOCK & GLASS TYPES: 1, 3 >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT 84" 7) gy, (76) TABLE 1A. 102 (86) 108--(90) 114" (96) 120-(100) NOM. U U U U o o U oz U o U o U z �Z U oz tJ o 0 PANEL FRAME 8 U U U 8 U U 8 8 U U `-S '' cq r' Of C6 V. C4 � N- � cif � a T SILL HT. VS POS. OP WIDTH 810E � C6 cd C4 N tC6 ( - POS. SILL DESIGN HEIGHT PRESSURE 15181, N/A 23/4" +60.0 PSF 3 1/2" +73.3 PSI- 4 1/2" +80.0 PSF $ 1/4" +80.0 PSF SEE NOTES 1-3 DESIGN PRESS. +80/-80 + +601-80 + + _ 0 +601-70 + +601-70 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" (20) fEH&S JAMB 8 8 8 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 11 11 11 11 11 11 P -HOOK 4 4 4 4 4 4 5 5 5 5 5 5 6 5 5 5 5 6 6 6 6 6 6 6 DESIGN PRESS. +80 -8 +8 - 0 + 1- 0 + EM +tlo -70 +601-70 +601-70 H&S C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1 +1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1G+-70 39'(26) JAMB 8 $ 8 $ 8 8 8 9 9 9 9 9 IP4100K 10 10 10 10 10 10 11 11 11 11 11 4 4 4 4 4 4 5 5 5 5 5 5 5 6 5 5 5 6 6 6 6 6 6 DESIGN DESIGN PRESS. + + +80%80 +8 - + +6 -70 . + -70 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C5+1 C4+1 C4+1 C6+1 36" (30) JAMB 8 8 8 9 8 8 9 9 9 10 9 9 10 10 10 10 10 10 11 11 11 11 11 11 P -HOOK 4 4 5 4E 4 5 5 5 6 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 DESIGN PRESS. + + + + + + + +601-M. 7 H&5 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+ C4+1 C4+1 C4+2 C4+1 C4+1 C6+2 42" (36) JAMB 9 8 $ 10 8 8 10 9 9 11 8 9 IP;HOOK 11 10--[--10 11 10 10 12 11 11 12 11 11 4 4 6 4 4 6 5 5 6 5 6 6 6 5 6 5 6 6 6 6 6 6 6 7 Attti1bm aske l 6o the pkfma Atren"aw No 2-0 '4.0 IMo DFSIGN PRESS, + -8 +801- +771-77 + . + +60/-62. +69/-59 +5 . /-5 .1 H S C4+1 C4+1 04+2 C4+1 4+1 C4+2 C441 4+1 +2 +1 C4+1 C4+2 +2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1.r�l 4&'(40) JAMB 10 8 8 11 $ $ 11 9 9 11 9 9 IP 11 10 11 10 10 11 11 11 12 11 11. -HOOK 4 4 6 4 4 8 S 5 6 6 6 6 5 5 5 1 5 j6 6 6 6 6 6 6 DESIGN PRESS. +801-80 +77.3 - +71.8/-71.8 + 6.5/-66.5>�"gWith PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH H&S C4+2 C4+1 C4+3 C4+1 C4+1 C6+2 C4+1 C4+1E C6+2 C4+1 C4+1 C6+2 54" (46) JAMB 11 8 9 12 8 9 1 9 9 12 9 9 P -HOOK 4 4 S 4 4 8 5 5 6 5 5 6 DESIG IP ESS. + -76.2 + 1. - + 7-67Arm H&S. C4+2 C4+1 C4+3 C4+2 C4+1 C4+3 C4+2 I C4+1 C4+3 C4+1 C4+1 C5+2 60" (50) JAMB 12 9 9 12 9 9 1 12 1 9 1 9 12 9 9 P -HOOK 4 4 6 4 4 6 5 6 6 5 5 6 I"ROIXXT REVISeI3 • as mnplyI»s with tho plorld t3uitdiCaude �; 1s f' ccc 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2" OR 5114" SILL. OH LENGTH aw 2. WHEN USING THE 2 3/4" MLL. POSITIVE DP IS 50 PSF MAX. AND W Mi THIE 8112" SILL. POSITIVE PPRANARES IS 73.3 PSF MAX. g (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. qVE 3.2 3W', 3112", 41/2" AND 5114" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 518" SILL IS NOT AND MUST ONLY Mtami IDade Pro uct�Guntrol OH LENGTH USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); OH OH HEIGHT t t I I t t ` THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. HEIGHT a EQUAL TO 1 �� 0�1� • 4YP11V, 4f, '��.••'�ticE�sfi'••.�� 4. ANCHOR TYPES: 1.1/4" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" ELCO SS4 CRETE -FLEX 3. #12 STEEL SCREW (G5) OR GREATER 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. •.• , 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) . = * :' No. 58705 1,3 - 7/18" LAMI (AN -Hs W1 SGP OR SVS SEE NOTE 3 +OnE �� W :� •' SIAF .' • �/: Reva rx , Rewe: tre.or�awic 1070 TECHNOLOGYDRIVE DP AND ANCHORAGE, LAMI TABLE 1 a�`''••.,�toRioP.•'' �•`: • A SLJAING GLASS DODRR� IMPACT 55. 10/13N I B NO CHANGE THIS SHEET NOKOMIS, FL 84278 eFlG llf"r A ADD NOTESRE.•81L�POS DP,O 8� POS ANDANCHOfi7YP88 P.O. 8RX18� NOKOMIS, FL 34.479 A. LYNN P.E. Vtsibby $atter 1'4 am *5 r• nate: r. nate F.K. 5/1/07 SGD780 NTS , 23 8100-11 B P.E.#58705 DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT - 41/2" OR 5114" SILL (SEE NOTES BELOW FOR OTHER SILLS) ...9e TABLE 2. 0096•• Lami 9116 Ann/Heat w/ SGP or SVS Into ria yer >HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 7, 9 >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT 68 84" (70} W'(76) 96" {80) 102" (86) 108-(9 114" (6) 0 129'(100) TABLE 2A. NOM. z o o U U U aa o 0 0 o z z z z 8 v v § v v U 8 8 8 8 PANEL FRAME v SILL HT. VS POS. DP WIDTH SIDE N e- N tai C3 N r L3 r (V .-� (� ( r N 04 r= c i POS. SILL DESIGN HEIGHT PRESSURE 15/8!1 NIA 23/411 +50.0 PSF 31/211 +73.3 PSF 41/2" +80.0 PSF 5 114" +80.0 ASF SEE NOTES 1-3 DESIGN PRESS. + +80%80 +801-80 +80/-80 + - 0 +6 /-70 +60/-70 t H&S 0441 I C4+1 C4+1 C4+1 I C4+1 04+1 C4+1 C4+1 1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1 C4+1 C4+1 I C4+1 „ 24 (20) JAMB 8 8 $ 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 IT • 11 11 11 11 11 P -HOOK 4 4 4 4 4 4 5 5 6 5 5 5 5 5 5 5 6 5 6 6 6 6 6 6 DESIGN PRESS. + +8 /-80 + -80 +80%80 + -? +g0/- 0 +60%70 +W-70 H&S C4+1 C4+1- C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 30" (26) JAMB 8 8 8 8 8 8 9 8 9 9 9 9 1 110110 10 10 10 10 11 11 11 11 llP-6- P -HOOK 4 4 4 4 4 _4____6 5 5 5 5 6 5 5 5 5 5 5 8 8 6 $ 6 DESIGN PRESS. + + -80 +80f-80 + + + -70 +60/-70 +601-70 H&S C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+ C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C4+ C4+1 C5+1 36" (3ipi-i AMB 8 8 8 8 8 8 9 9 9 10 9 9 10 10 10 10 10 10 11 11 11 19 11 11 OOK 4 4 5 4 4 5 5 5 5 5 5 5 6 5 5 5 5 5 $ $ 6 6 6 6 DESIGN PRESS. + + + - +96T-9 + +60f-70 +6111-70 + - H&S C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C5+2 4Z'(36) [C4+1 JAMB 8 8 10 8 8 10 9 9 11 9 9 IP !4j 11 10 10 11 10 .10 12 11 11 12 11 11 -HOOK 4 5 4 4 5 5 5 $ 5 5 6 6 5 6 5 5 $ $ 6 8 6 6 7 i�Rt3Blli7PRENgwim DESIGN PRESS. + - +801-80 + +60f.70 + - + _ H&S C4t1 04+1 C4+2 C4+1 C4+1 04+2 C4+1 C4+1 C5+2 C4+1 04+1 C5+2 C4+1 C4+1 C5+2 +1 C4+1 C5t2 C4+1 C4+1 C5+2 C4+1 C4+1 C6+2 48" (40) 10 8 8 11 8 8 12 9 9 12 9 10 E 12 10 10 13 10 • 10 13 11 11 14 11 11 4 4 6 4 4 6 5 5 6 5 5 7 5 5 6 5 5 7 6 6 7 6 6 7 to omwlt5 Ilse lkeride > Code Ho 2' .p54" /7 DESIGN PRESS. + - +801-80 + + -80 H&S C4+2 C4+1 C4+3 C4+2 C4+1 C4+3 +2MC4+lC4+3 C4+2 C4+1 C5+3 (46) JAMB 11 8 9 12 9 9 1310 14 10 11 PANELS OVER 48" WIDE NOT AVAILABLE OVER 96" HIGH "_7 ___ r •', pAb" li rd vy dw . • 0•e:•• P -HOOK 4 4 6 4 4 6 57 S 6 7 DESIGN PRESS. +80 -80 + + +73. /- 3. H&S C4+2 C4+1 C4+3 C4+2 C4+1 C5+3 04+2 C4+1 05+3 C4+2 C4+1 C5+3 60" (50)[P-HiOOKI JAMB 12 9 10 13 9 10 14 -10-j--11-- 14 10 11 4 4 7 1 4 4 7 1 5 1 5 1 7 1 5 1 5 7 .. •9 0.09.9 e ,PRODUCT REVISED 9 as complying whh ilia Itlorij# . Btulding CO& I9 } Acceptance No ," O • E 1 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2" OR 51/4" SILL. OH LENGTH a 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 50 PSF MAX. AND WITH THE 3112" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. . (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. * OVERHANG �rilam1911do Pio uctCouttol 3.2 3/4',3 112',4112" AND 51/4" SILL WEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 15/8" SILL IS NOT AND MUST ONLY ON LENGTH BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED ON HEIGHT WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM)' HEIGHT OH THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. EQUAL TO 1 `�`N,ql ..cENs''11/ • 4. ANCHOR TYPES: 1.1/4" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" ELCO S84 CRETE -FLEX 3. #12 STEEL SCREW (G5) OR GREATER •' '' 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION.N �k .�'• * ' No.58705 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) - 7,9 - 9/16" LAMI (R, HS W/ SGP OR SVS) SEE NOTE 3 _ � � - Nf �Q • STA Ot` I • tC/ eve Date Revrrtone: pH„bggx 1070 TFCNNOiOGYDRII/E NOKONS, FL 34276 --� DPANDANCHORACE LAMI TAl3L2 {'fi'•,�<o}..:.••'�'� i r. J.J. . 1rim0113111 0 NO CHANGE THIS SHEET ra AL -UM. SLIDING CLASS DOOR, IMPACT- F 1 t/8/Or n nrfwnpavvavatrona©t= Taece p o. six teas NOKOMIS. FL 34274 A. LYNN MILLER, P.E. wa M Hats Yisfbly $.tier 8er 0d1°i: ' Cra6y+�Na �x F.KG 511107' 8t31t70D NTS S w 23 a 100- 11 B P,E.# 68705 ...9e 0096•• 0 0.000 DE5101N PRE5SURE AND ANCHORAGE - FULL REINFORCEMENT - 6114" SILL (SEE NOTES BELOW FOR OTHER SILLS) TABLE 3. STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL 000.0 Laml 7/16 or 8116 Heat/Heat wl SGP or SVS Interlayer >HEAD & SILL (H&S) INTERLOCK & " GLASS TYPES: 2, 4, 8, 10 >JAMB ANCHOR QTY. >P-HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT 80" 68 "'(70) ' ( 96" ( TABLE 3A. 102" (8) 148" {90) ) 120" (100) NOM. UU v a U Z U U Z U U d U .. U z U z $ o 0 U o U z Q PANEL FRAME •0000 8 v 0000.• U . • U 8 8 U U U cOi SILL HT. VS POS. OP WIDTH .FIDE C4 ri � c j' ej ri r Of cq ai N Ofri Of O• ai r: CIS cq C6 t-r tV N rf r: cif — rS C-1 POS. SILL DESIGN HEIGHT PRESSURE 15/81, N/A 2 3/4" +50.0 PSF 31/20 +73.3 PSF 41/2" +100.0 PSF 5 1/4" +105.0 PSF SEE NOTES 1-3 DESIGN PRESS. +105/-115 +108/-1 5 +108 - +105/-115 Timm-F—+1051-115 +1 +10.15 H&S C4+1 C4+1 C4+1 C4+1 04+1 C4+9 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C6+1 C4+1 C4+1 CS+1 C4+1 C4+1 Cb+1 241, (20) ;C4+1 IG4+1aC4+1 ,IAMB 8 8 8 8 8 S 9 9 9 10 10 10 11 10 10 11 11 11 2 11 11 P-HOOK 4 4 4 4 4 5 5 5 b 6 S 5 5 b 8 8 6 6 B B 6 DESIGN PRESS. +905/-115 + - 15 +106/-1 5 +1051-1 5 +105/-115 +1051-115 +105/-115 H&S C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C5+1 C4+1 C4+1 C5+1 C4+1 C4+1 05+1 C4+1 C4+1 C6+1 C4+1 C4+1 C6+1 C4+1 C4+1 C6+1 C4+1 C4+1 C7+1 30" (26) JAMB 9 $ 8 10 8 8 11 9 9 11 9 9 IP-HOOK 12 10 1 13 10 10 14 11 11 14 11 11 4 4 5 4 4 5 6 5 6 5 5 6 6 5 6 5 6 7 6 6 7 6 6 7 DESIGN PRESS. +1051-115 + +105/-116 + - 6 + + - 5 +1051- 15 + H&S C4+1 C4+1 C4+2 C4+1 C4+1 05+2 C4+1 C4+1 06+2 C4+1 C4+1 C6+2 04+1 C4+1 CB+2 C4+1 C4+1 C6+2 C4+1 C4+1 C7+2 C4+1 C4+1 C7+2 36" (30) JAMB 11 8 9 12 8 9 12 9 10 13 10 10 IP-HOOK 14 10 11 15 11 12 16 11 12 17 12 13 4 4 6 4 4 6 6 a 7 5 5 7 b 6 7 5 5 8 6 6 8 6 6 9 DESIGN PRESS. + 051-11 + - 6 +1061-119+105/-11 +1 - + - + + - H&S C4+1 I C4+1 C6+2 C4+1MC4+1C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C4+1 C4+1 C7+2 C4+1 C4+1 C8+2 C4+1 C4+1 8+2 C5+1 C4+1 C9+2 42" (36) JAMB 13 9 10 1310 14 10 11 15 11 16 12 13 17 12 13 18 13 14 19 14 15 P-HOOK 4 �# 7 47 5 5 7 5 5 dC7+3 b 6 8 $ 5 9 6 6 9 8 B 14 pRt#D11C 1' Rzkg't�+BO areswp*ig whh tie tRaNd* > AeaeMA+ues No 2 G/�,P-HOOK • '. DESIGN PRESS. +10 -115 +5 + -11 + +105f-11 + +1061.115 + -114. H&S: C4+2 C4+1 C6+3 C4+2 C4+1 C6+3 C4+2 C4+1 C6+3 C4+2 C4+1 C4+2 C4+1 C7+3 C4+2 4+ 8+3 C4+2 C4+1 C8+3 C4+2 C4+9 C8+3 48"(40)1 8"(40) JAMB 14 10 11 15 11 12 16 12 12 17 12 13 1S 13 14 20 14 15 21- 15 16 22 16. 17 P- K 5 4 7 5 4 $ 6 5 8 6 5 9 6 b 9 6 5 10 6 6 10 7 B 11 DESt©N PRESS. + 0 /-1 +1 /- 5 +105/-195 + PANELS OVER 4$" WIDE NOT AVAILABLE OVER 96" HIGH H&S C4+2 C4+1 C6+3 +2 04+9 C7+3 C4+2 C4+1 C7+3 C4+2 C4+1 C8+3 64" (46) hl B 16 11 12 12 13 18 13 14 19 14 15 ±17 b . 4 8 4 9 8 5 9 6 .5 10 DESION PRESS. + - 16 +1 - + - 5 + C4+2 C4+2 C6+4 C4+2 C4+2 C7+4 C4+2 C4+2 C8+4 C4+2 C4+2 C8+4 60"(50)MB LH&S 17 12 13 18 13 14 20 14 15 21 15 16OOK b 4 9 8 4 9 6 5 10 B 5 11 0000 0000.. PRODUCT RBVI$UD • as complying with the I' Todd$ . • . - Duading C06 • • Aclndo'p 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 61/4" SILL. OH LENt3TH2. WHEN USING THE 2 31C SILL, POSITIVE DP IS 50.0 PSF MAX., WITH THE 31/2" SILL. POSITIVE DP IS 73.3 PSF MAX AND THE 4112 SILL, POSITIVE DP IS 100.0 PSF MAX (NEt3ATlVE PRESSURES UNCHANGEO). SEE TABLE 3A. BWITH uct 3.2 3/4", 31/2", 4112" AND 51/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 5/8" SILL IS NOT AND MUST OVERHANG MiPro Control ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED OH LENGTH WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); OH OH HEIGHT s t I I t LYNN THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.�� HEIGHT 4. ANCHOR TYPES: 1.1/4 ELCO ULTRACON FORMERLY TAPCON 2.114 ELCO $84 CRETE-FLEX 3. #12 STEEL SCREW G5 EQUAL TO 1 i , 6. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. OR GREATER l ) •• �� 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) ' r '" * 2,4 - 7/18" LAMI (HS-H$ W/ SGP OR SVS) Na. 5870,1 _ 8,10 - 9/16" LAMI (HS-HS W/ SGP OR SVS) SEE NOTE 3Izewltv, �o tt to STA gl .�`�`: new R• t t07DTEChWOLt7GYDRIVE DPAND ANCHORAGE LAMI TABLES ;ate` ''..,FLORtO�;. •' >i>�Sr 74"09—r. ALUM. SLIDING GLASS DC30R IMPACT J.J. 10/93/99 !� NO CHANGE THIS SHEET Noxo1►tts. FL 34275 RQ BQK 1528��r� NOKC MA% FL $4274 • .., `j� �� '�js/CNA -FK L A. LYNiV I��R� P,E. mr�cw—T— 4t/m? A NRWDPANDANCH0MQE TABLE M e—dw Do* Visibly ask scala: ar..c15—vw tar. F.K. 611107 St3D760 NTS 1 0 a 23 8900-91 I3 PAN 68706 000.0 0000.. .. 0000.. 0000.. 0000. .. 0000.. ....0. •0000 0000.• .0.. . • 000 DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT -4112" OR 5114" SILL 1SEE NOTES BELOW FOR OTHER SILLS TABLE 4. Laml I.G. w/ 7116 or 9116 Laml Ann/Heat w/ SGP or Vanceva Interlayer >HEAD & SILL (H&S) INTERLOCK & STRAIGHT& CORNER ASTRAGAL CLUSTER PLUS ANCHOR 47Y. PER PANEL GLASS TYPES: 13, 15, 19, 21, 25, 27, 31, 33 >JAAMB ANCHOR QTY. >P-HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) TABLE 4A. DOOR HEIGHT 8) 84" 70 9 ' (-7 61 86" (80) 10 (86 108" (90) 1 4' 9 29'(100) NOM. o o O z o z § U z Z A O a 1 o to � � g � 8 8 8 v � U PANES. FRAME �' SILL HT. VS POS. DP WIDTH •= SIDE M r �.I tV M i= N N M r (� M Of r N M I. N N M r c3 N M r a N M � POS. SILL DESIGN HEIGHT PRESSURE 15/0, N/A +50 0 P$F 31/2" +73.3 PSF 4112" +80A PSF 5114" +80.0 PSDESIGN SEE NOTES 1-3 DESIGN PRESS. +80/-80 + 0 + /-80 +80%80 +60/.7 +60%70 + -7 +601-70 H&S C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" (20) JAMB 8 8 8 8 8 8 9 9 9 9 9 9 IP-HOOK 10 10 10 10 10 i0 11 11 11 11 11 11 4 4 4 4 4 4 5 5 5 5 b S 6 5 6 5 6 5 6 6 6 6 6 6 DESIGN PRESS. + + +80/.80- +8 - + I-7 +60J-TO +6 /-70 +601-70 . H&S C4+1WC4+C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+123/4„ 30" (26) ,IAMB 88 8 8 8 9 9 9 9 9 9 10 10 10 1010 11 11 1+4 11 11 11 11POOK 44 4 4 4 5 5 5 6 5 5 5 5 5 56 6 8 6 6 6 6 DESIGN PRESS. +801 0 + +8 +601. +M-70 + -70 H& C4+1 C4+C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Mi C4+1 C4+1 C5+1 36" (30) ,IAMB 8 8 9 8 8 9 9 9 10 9 9 10 10 10 10 10 10 11 11 -11 11 11 iiP-HOOK 4 5 4 4 5 55 5 5 5 5 jj 6 6 6 5 5 6 6 6 6 8 8 6 PRESS. -80 + 0 + +8 1-80 + OI- + -7 H&S C4+1 C4+1 I C4+2 C4+1 C4+1 +2 +1 C4+1 C4+21 C4+1 C4+1 4+2 +1 04+1 C4+2 04+9 C4+1 1 C4+2 04+1 C4+1 C4+2 C4+1 C4+1 C5+2 42" (38) JAMB 9 8 6 10 8 8 10 9 9 11 9 9 IP-HOOK 11 10 10 11 10 10 12 it 1 11 12 11 11 cede � 4 4 5 4 4 1 5 b 5 8 5 5 $ 5 5 6 5 1 5 8 6 6 6 6 6 7 DESIGN PRESS. + + 01-80 + -8 + -80 + +6 - 0 +6 +801-64.4 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 04+1 C4+1 C6+2 C4+1 C4+1 C5+ C4+1 C4+1 C5+2 C4+i C4+1 48" (40) JAMB 10 8 8 it 8 8 12 9 9 12 9 10 12 10 10 73 10 10 11 11 13 11 11 Im P-HOOK 4 4 6 4 4 8 6 5 6 6 5 7 6 5 8 $ b 7 6 7 $ 6 7 DESIGN PRESS. + Mal + + 0/- +,r6.1/- 1 SEE EXAMPLE OX XO CORNER ANCHORAGE PLAN AND54" C4+1 C4+3 C4+2 C4+1 C4+3 04+2JC4+1C4+3 C4+1 C4+1 C6+2 (46) OXX STRAIGHT DOOR ANCHORAGE PLAN ON SHEET 10 LHG4+2 11 8 9 12 9 9 1310 13 9 10 PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH • • • • • 4 4 6 4 4 6 6 7 6 b 7 DESIGN PRESS. + - 0 + 0 + +69.9/-69,9 •••••• H&S C4+2 C4+1 C4+3 C4+2 C4+1 C5+3 C4+2 C4+1 C5+3 04+2 C4+1 C5+3 60" (50) JAMB 92 9 10 13 9 10 14 10 10 13 1 10 , • • • PHOOK 4 4 7 4 4 7 5 5 7 5 5 7 •••••• 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4112" OR 51/4" SILL. PRODUCT c witli BD • • • sa complying witit file Piorift • � 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 60 PSF MAX. AND WITH THE 31/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. • Buitdiug Coad (NEGATIVE PRESSURES UNCHANGED). SFE TABLE 4A, OH LENGTH 3.2 3/4". 31/2", 4112" AND 51/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 518" SILL IS NOT AND MUST ONLY Fate No P ° °t0 - BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 4 MAY BE USED OVERI„ "NO t+ ` &uUami WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); do Ptodi, Cmitwl THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. OH WNGTH 4. ANCHOR TYPES: 1. 1/4" ELCO ULTRACON (FORMERLY TAPCON) 2. 114" ELCO SS4 CRETE-FLEX 3. #12 STEEL SCREW (G5) OH OH HEIGHT I �`L`I�N M/t( 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS} EQUAL TO 1 .` ��'I ,. •....... OSS OR GREATER 13,15 - 11/160 LAMI I.G. 3/18" T EXT. CAP, 3/8" AIR SPACE & 71'16" LAMI (&"S W/ SGP OR SVS §1 • 19,21-1 1/16" LAN I.G. 3/16" T EXT. CAP, 5/16" AIR SPACE & 9/16" LAM) (AN-1-13 W1 SGP ORS o ; 58TQ5 25,27 *-1 1116" LAM) I.G. 11,V'T EXT. CAP, 5/18" AIR :SPACE & 711W LAMI (AN4JS W/ SGP OR SVS SEE NOTE 3 is No 31.33 -1 1/16" LAMI I.G. 114" T EXT. CAP, 11,r AIR SPACE & 9/16" LAMI ( 1�N,-HS W/ SGP OR SVS �� .,LJJ )N ,� or- r �+ •• fiLOK1 Q 'c2� tta oats . 1t)7D T�CHNOLOOYORR/E DP AND ANCHORAGE, LAMI LG. TABLE 4 n DOW . n� SLIt?tJdG GLASS DOOR IMPACT�F.K Tj 10/18/11' B NO CHANGE TNIS SHEET NOKOMIA FL $4276 ,c � ....... WOW a ; !1/8107 A NEWDPANDANONORAORYABLE11 p.o eox"CAT.A�.UM. NOKOM14 FL 34274 A. L ILl fc, P.E. Vi'stbly Better b'0i t a'� &"f1 9nee >N°"v'°N°. �"' ae FK5/1/07 SOD760 I NT$ 7 a 23 1 890D-91 B P.EA68705 • ••s- DESIGN PRESSURE AND ANCHORAGE -FULL REINFORCEMENT - 5114" SILL (SEE NOTES BELOW FOR OTHER SILL$) TABLE5. Laml I.G. w/7116 or 9/16 Laml Heat/Heat wi SGP or Vanceva Interlayer >HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 14, 16, 2€1, 22, 28, 28, 32, 34 >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) TABLE SA. DOOR HEIGHT 80" (68) 84' 7) 9 80} 102" (86) 108' 0) 12U'(10 NOM. z z z O v 0 O z 8 v 0 00 • v 8 SILL HT. V3 POS. DP PANEL FRAME 0 WIDTH SIDE i r (4 N � •= C4 V C .= 4 N q c Of POS. SILL DESIGN HEIGHT PRESSURE 1 5/$" N/A 2 314" +50.0 PSF 3112" +73.3 PSF 41/21, +100.0 PSF 5 1/4" +105.{} PSF SEE NOTES 1-3 DESIGN PRESS. + 05/--916 + 051-1 6 +1 - +105/-11 +1051116 +105/41 6 +1051-115 +105/-1 5 . H&S C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C40 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C4+1 C4+1 C5+1 C4+1 C4+1 C6+1 24'(20) JAMB 8 8 8 8 8 8 9 9 9 9 9 10 10 10 11 10 10 11 11 11 12 11 11 P-HODK 4 4 4 4 4 5 5 6 6 6 6 5 6 5 5 6 6 6 6 8 6 6 8 DESIGN PRESS. + I-116 +10 - 15 +1051-1 6 +;If4,/-116 + +105/ 5 + 51-116 + -115 H&S C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C4+1 C4+1 C6+1 C4+1 C4+1 C6+1 C4+1 C4+1 C8+1 C4+1 C4+1 C6+1 04+1 C4+1 C6+i C4+1 C4+1 C7+1 30'(26) B 9 8 8 10 8 8 11 9 9 11 9 9 12 10 10 13 10 10 14 11 11 14 11 11 P -HOOK 4 4 6 4 4 6 5 5 6 5 5 6 5 5 6 6 8 7 6 6 7 6 6 7 DESIGN PRESS. +105/-116 + 1051-116 + 10531-11 +1 -11 +10 -116 fi -115 + +1 5 -11 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C5+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+4 C4+1 C6+2 C4+1 C4+1 C$+2 C4+1 C4+1 C7+2E C4+1 C4+1 C7+2 36" (30) JAMB 11 8 9 12 8 9 12 9 10 13 10 10 14 10 11 15 11 12 16 11 12 17 12 13 P -HOOK 4 4 6 4 4 6 5 5 7 6 5 7 6 6 7 6 6 8 6 6 .8 6 6 9 DESIGN PRESS. + 06/4 15 +1 5 - 5 + { - 15 +10 - 16 +1061-115 + +1051-1 +1 - 5 H&S C4+1 C4+1 06+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C7+2 C4+1 C4+1 C7+2 C4+1 C4+1 C6+2 C4+1 C4+1 C8+2 C6+1 C4+1 C9+2 42" (36) JAMB 13 9 10 13 10 10 14 '10 11 15 11 12 IP 16 12 13 17 12 13 18 13 14 19 14 15 ar wp(Iyyla� wig 1�t IKbrld� Aeappiaa?Z-oS -HOOK 4 4 7 4 4 7 5 6 7 5 5 8 6 5 8 6 5 9 6 6 9 6 6 10 DESIGN PRESS. +1 -116 +1051-115 +106 -1 5 + 5 - 1 + +1061.1 5 +106/4 15 + 51-1 5 C4+2 C4+1 C5+3 C4+2 C4+1 C6+3 C4+2 C4+1 C6+3 C4+2 C4+1 7+3 04+2 C4+1 C7+3 C4+2 C4+1 C8+3 C4+2 C4+1 C9+3 C4+2 04+1 09+3- 48"(4fl)MB LH&S 14 1fl 11 16 11 12 16 12 12 17 12 13 18 13 14 20 14 15 21 15 16 22 18 17 OOK 5 4 7 6 4 8 6 5 8 8 5 9 8 5 9 6 6 10 6 6 10 7 6 11 + 0 15 +1 1 +105-1 + DESIGN PRESS. - - - H&S C4+2 I C4+1 C6+3 04+1 C7+3 C4+2 C4+1 C7+3 C4+2 C4+1 C8+3 54!'(46) jC4+2 1 12 12 13 18 13 14 19 14 15P JAMB 16t;4; PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH �+ •••••• -HOOK 5 8 4 9 6 5 9 6 6 10 DESIGN PRESS. 5 + 51115 +0:51-11 +105 - H&S C4+2 I C4+2 06+4 C4+2 C4+2 C7+4 04+2 C4+2 C8+4 C4+2 C4+2 C6+4 60" (50) JAMB 17 12 13 18 13 14 20 14 15 21 18 16 .... P -HOOK 6 4 9 6 4 9 6 5 10 6 5 1 11 ...... PiMODUCTRBVISED •" • ss oon4dyifla with the Ftedith 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 5114" SILL. 2. WHEN USING THE 2 314" SILL, POSITIVE DP IS 50.0 PSF MAX., WITH THE 31/2" SILL, POSITIVE DP IS 73.3 PSF MAX AND A"Ing � ., Q• .' i3x ata; WITH THE 4112" SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 5A. OH LENGTH FOR WATER INFILTRATION WHEREAS THE 16/&' SILL IS NOT AND MUSTMl.1 3.2 314", 3112", 4112" AND 5114" SILL HEIGHTS ARE TESTED ode Prodact control ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 5 MAY BE USED OVERHANG WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM}, THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. OH LENGTH 4. ANCHOR TYPES: 1. 114" ELCO ULTRACON (FORMERLY TAPCON) 2.114" ELCO SS4 CRETE -FLEX 3. #12 STEEL SCREW (fly) OH OH*HEIGHT t l l 1 Mill,. �� .... M111F • R '� 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT EQUAL TO 1 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) • `�� Qty NSA '��G '•. GREATER ORGREATER 14,16 -1 1116" LAMI I.G. 3/16"T EXT. CAP, 3/$" AIR SPACE & 711W LAMI (HS -H3 W/ SGP OR SVSj ,`�; 'i45 20,22.1 1116" LAMI I.G. 3/16"T EXT. CAP, 5/16" AIR SPACE & 9/16" LAM! (H9 -H8 WI SGP OR SVSj o ;' yg 26,28.1 1116" LAMI I.G. 114" T EXT. CAP, 5/18" AIR SPACE & 7118" LAMI (HS -H3 W1 SGP OR SVS SEE NOTE 3 No. w 32,34 -1 1/16" LAMI I.G. 1/4" T EXT. CAP, 1/4" AIR SPACE & 9/16" LAM! (H3 -HS Wl SGP OR SVS ; tiLuz i'fl E P. '•�i�: fiLOR�� ' �►�� '/L� �. ��• '��, SJ/��tONLL %\\ IgRaw.very tteNNaa: 1070 TECHNOLOGY DRIVE NoxoMrs FL 34278 OC37E oaalpvan DPAND ANCHORAGE LANA !.G TABLE 5 IrI.. 0!13199 NO CHANGE THIS SHEET '"" ALUM. SLICING GLASS DOOR, IMPACT 8,. . Re F.K. !}/w A NEWDPANDANCHORAOETABLE P.O. BQX 1829 NOKOMIS. FL 34274 A. LYNNiA�II.LW P.E. P.E.# 58708 Visibly Better � 1801mpffiniv $ a 23 o 8100-11 Rar. B ra"" or. Date: ��: F.K 511107 sGo7Ho NTS • • DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT TABLE 8, 41/2" OR 6114" SILL (SEE NOTES BELOW FOR OTHER SILLS All Laml or Lami LG. w/ PVB Interlayer GLASS TYPES: 6, 6, 11, 12, 17,18, 23, 24, 29, 30, 35, 36 >HEAD & SILL (H&S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANE >JAMS ANCHOR QTY. >P -NOOK ANCHOR QTY. (SEE DETAIL $HT. 13) DOOR HEIGHT 0" (68) ' (70) ) " {80) NOM. PANEL, WIDTH FRAME SIDE 0 v r 0 0 C� OH HEIGHT z '- `� N a 8 1r:` � CIT Of DESIGN PRESS. +651-65 • • • • as 0"lyiug wish the Merida +65-65 Building Code coptanos No +65 miand pad* Product Cautrol +N/45 H&S 04+1 '04+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 2W'(20) JAMB 8 8 8 8 8 8 9 9 9 9 9 9 P OOK 4 4 4 4 4 4 5 5 6 8 5 5 DESIGN PRESS. +65 5 +6 5 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1[+Ne C4+1 C4+1]+RW5 C41.1 C4+1 30" (28)MB kRH&S 8 8 8 8 6 8 9 9 9 9 9 OOK 4 4 4 4 4 4 5 6 5 5 5 DESIGN PRESS. +661-65 + H&S C4+1 C4+1 C4+1 C4+1 04+1 04+1 1 C4+1 C4+1 C4+1 C4+1 C4+1 36" (30) IP JAMB 8 8 8 8 8 8 9 1 9 9 9 9 9 -HOOK 4 4 4 4 4 4 5 1 5 6 6 5 6 DESIGN PRESS. + I Me +651-55 +65/-65 +651-65 H&S C4+1 C4+1 C4+2 C4+1 C4+1 I C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 I C4+2 42" (36) JAMB 8 8 8 8 8 1 8 9 9 9 9 9 1 9 P HOOK 4 4 4 4 4 5 5 5 5 5 5 1 5 DESIGN PRESS. + +65/-65 + +65/-65 H&S C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 I C4+2 48" (40) JAMB 9 8 $ 9 8 6 10 9 9 10 9 9 P=HOOK 4 4 5 4 4 5 5 5 5 5 5 6 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4112" OR S 1/4" SILL. 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 60 PSF MAX. AND WITH THE 31/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 6A. 3.2 314',3 112", 4112" AND 51/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 5/8" SIU. IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 6 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 4.114" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" ELCO SS4 CRETE -FLEX 3. #12 STEEL SCREW (G5) 6. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 5,6 - 7116" LAMI (AM -HS W/ OB PVB OR SSPVB 11,12 - 9118" LAMI (AN -HS W/ DBPVB OR SS 13 17.18. 1 1/16" LAMI I.G. 3116" T EXT. CAP, 3/8" AIR SPACE & 7116" LAMI (AN -HS W1 DBPV8 OR SSPVB) 23,24.1 1116" LAMI 1.13,, 3/16" T EXT. CAP, 5116" AIR SPACE & 9116" LAM1(AN-S W! Dt;�?V8 OR S_ SPVB) 29,30.1 1116" LAMI I.G. 1/4" T -EXT. CAP, 6/16" AIRSPACE & 7/16" LAM] (AN -HS W/ DBPVB OR S.SPVB) 35.36 - 1.1/16" LAIM LG. 1/4" T EXT. CAP, 1 i4" AIR SPACE & 9118" LAMI (AN -HS W/ D13PVB OR aM—) mw" Y: OuarA 9; OH LENGTH t— OVERHANG wo alb with 1be Ffs� OH LENGTH OH OH HEIGHT HEIGHT §1 fl EQUAL TO 1 OR GREATER SEE NOTE 3 10r0 rEctwOLOcr MWT DP AND ANCHORAGE, LAM & LAM! L G. TABLE' 6 1 8 NO CHAN©E THis SHEET NOKOM/a FtTOXR7. 3a276' A NGWOPAIVOANCHORit�aETABLE P.O. eDX 1628 ---- ALUM. SLIDING GLASS DOOR, IMPACT „� NOKOMIS, Ft 34174 itl:ly Better � n eo NTS 9 of a3 �.89pt1-94 1 B TABLE 6A. HT. V3 POS. DP SILL IDESIGN HEIGHT 1PRESS1 16/811 1 N/A 2 314" I+50.0 PSF 1 3 1/2" 1+73.3 PSF ` 4 1/2" 1+100.0 PSF 51/4" I+105.0 PSF >�Ioraurl' �nc�'i�t�. wo alb with 1be Ffs� , Atmpuuc* 1Tafe c O lNYrwl•"h-mv lit PRODUCT REVISED • • • • as 0"lyiug wish the Merida ...... Building Code coptanos No EC Da miand pad* Product Cautrol %1111111 \'�� 1 jW N•441k ��,�.�0.•��rls8 ' . it '' No. 513705 QI-rk, Lu t1 SIONPNw A. LYNN M£R P.E. P.E.# 68706 AN 1. APPROVED ANCHOR TYPES: 1)114" ELCO ULTRACON (FORMERLY TAPCON) 2)1/4" ELCO SS4 CRETE -FLEX 3) #12 STEEL SCREW (G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-6. SHTS. 4-9. HEAD & SILL ................ 6" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 4-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL (THE 6" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24' MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ON SHT. 11. JAMBS & P -HOOKS... 711/16" MAX. FROM BOTTOM AND 24112" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 4-9. SEE P -HOOK ANCHOR DETAILS ON SHEET 13. �"ANCHORS PER PANEL" ARE THOSE _ .. _ ~INTERLOCK r -. _ ASTRAfIAL AT THE HEAD AND SILL BETWEEN i CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB OR P -HOOK, 6" MAX. i I &' MAX' CENTERLINE SEE CLUSTER DET., SHT. 11 CENTERLINE 0 10 O 4b O O O 711116" MAX. 0 0 0 �*— 6" MAX, I t tF i a ® 24" MAX. O.C. INTERIOR 24„i EXAMPLE OXX ANCHORAGE PLAN: C6+2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) = (20) ANCHORS TOTAL t MAX. (3) PANEL, 4&'x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE r w _ EXTERIOR r O.C. 0 SEE CLUSTER DETAILS, SHT. 11 INTERIOR C5+2 & CORNERS = (27) ANCHORS TOTAL AT HEAD AND AT SILL 4 CS 2 C5 2 C5 4 x x x x x x x x x x x x x x x x x x x x x x x x 711/18„ MAX., x x x hx x x JLx x x x x x x� ,- - 6' MAX., TYP. . x— x x x x x x x x x 24" MAX. O.C. 900 CORNER 711/16" MAX. (10) JAMB ANCHORS ® EXAMPLE OX -XO CORNER ANCHORAGE PLAN: (4) PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE INTERLOCK CENTERLINE . --• SEE CLUSTER DETAILS, SHT. 11 MIN. CLUSTER, TYP, 3 I J.J. 1 10/13/111 B I NO CHANGE THIS SHEET I TOSHMA•9ROV/SE 10 TEOHNOLOGYARIVE NOKOMIS, FL 34275 P.O. BqX 1528 NOKOMIS, FL 34274 W MAX, ANCHORAGE SPACING & EXAMPLE PLANS ALUM. SLIDING GLASS DOOR, IMPACT Vblb& Belted 8GD750 NTS 1D -123- 8100-11 B PAOUCP REN919A 40 oars with tie Nod& Codavsi6• 47 L/ A>,eu /T ,tNMtd�e'>P:tilttet 0000•• 0000 • 0000 •0000• 00 .PRODUCT REVISED • • • • as dot"ptyingwith (lie Florida • • • : • li"tldt to Cado AcceptWOO No •' Z71 ' Daw 4•0 f&ado Pro uct Cflntro �tlltitt7�l t4o.68705 to Int t� w �•• Svas Off+ W ks •'•., PLORmp claNlt\- � ��/itittit�N A. LYNN MILLER. P.E. P.E.#I 66706 0000.. 0000•• 0000 0000 0000.. 0000•. 0000.. 0000. 0000. 0000•• • 0000•• 0000.. 711116" MAX. (7) P -HOOK ANCHORS FIRST ANCHOR AT BOTTOM TO BE PERPENDICULAR TO 0 GLASS. ANCHORS THEREAFTER ALTERNATE PERPENDICULAR AND 24112" MAX. O.C. O PARALLEL TO GLASS. SEE SHEET 13, P -HOOK 1 INSTALLATION DETAIL. I L 7 11/16" MAX. INTERIOR C5+2 & CORNERS = (27) ANCHORS TOTAL AT HEAD AND AT SILL 4 CS 2 C5 2 C5 4 x x x x x x x x x x x x x x x x x x x x x x x x 711/18„ MAX., x x x hx x x JLx x x x x x x� ,- - 6' MAX., TYP. . x— x x x x x x x x x 24" MAX. O.C. 900 CORNER 711/16" MAX. (10) JAMB ANCHORS ® EXAMPLE OX -XO CORNER ANCHORAGE PLAN: (4) PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE INTERLOCK CENTERLINE . --• SEE CLUSTER DETAILS, SHT. 11 MIN. CLUSTER, TYP, 3 I J.J. 1 10/13/111 B I NO CHANGE THIS SHEET I TOSHMA•9ROV/SE 10 TEOHNOLOGYARIVE NOKOMIS, FL 34275 P.O. BqX 1528 NOKOMIS, FL 34274 W MAX, ANCHORAGE SPACING & EXAMPLE PLANS ALUM. SLIDING GLASS DOOR, IMPACT Vblb& Belted 8GD750 NTS 1D -123- 8100-11 B PAOUCP REN919A 40 oars with tie Nod& Codavsi6• 47 L/ A>,eu /T ,tNMtd�e'>P:tilttet 0000•• 0000 • 0000 •0000• 00 .PRODUCT REVISED • • • • as dot"ptyingwith (lie Florida • • • : • li"tldt to Cado AcceptWOO No •' Z71 ' Daw 4•0 f&ado Pro uct Cflntro �tlltitt7�l t4o.68705 to Int t� w �•• Svas Off+ W ks •'•., PLORmp claNlt\- � ��/itittit�N A. LYNN MILLER. P.E. P.E.#I 66706 0000.. 0000•• 0000 0000 0000.. 0000•. 0000.. 0000. 0000. 0000•• • 0000•• 0000.. r---------------- -------- OR —, STRAGAL INT. INTERLOCK I CENTERLINE 3.313 + I 1.666 1 ! I 0 f .184 r L------------- 2 -TRACK. ASTRAGAL / INTERLOCK ---------- I I i 1 1 I 1 I 1 1 1 1 1 I I I 1 I i I 1 I L------ -«:------------------ J 4 ANCHOR CLUSTER A 8 ANCHOR CLUSTER I----------------- INT. � o • 1 2.529 o 1 1 1 1 o. i a 4,164 1 1 1 t _ __ 3.3_13 --------------- 3 TRACK, OUTSIDE CORNER --- �10 ANCHOR CLUSTER r---------------- ASTRAGAL Oft -1 I IST' INTERLOCK CENTERLINE I 3.313 I 1 1 a 1 � 2.529 4.164 •�_ 4.164_ — 2 -TRACK. ASTRAGAL ! INTERLOCK 5 ANCHOR CLUSTER r--------------------------- ! 3.313�--�- 1 1 E 1 1 a 4.1644 1 • o 0 2.52f CRACK, INSIDE CORNI 8 ANCHOR CLUSTER -------- ------------- 01 1 i 4.9 54 t i a _ i 1 0 2.629 1 ti i' ! i EXT. 00 1� 37 -TRACK, INSIDE CORNER 10 ANCHOR CLUSTER rAfiI�AGAC'01------------------� INTERLOCK 1.685 [NT. CENTERLINE 3.313 IF1 1 11 j 5.058 L— --J 3 -TRACK, ASTRAGAL 1 INTERLOCK 4 ANCHOR CLUSTER fAKTASAL-0-K --------------- i --------- —1 INTERLOCK 1 CENTERLINE 1 1.656 i 3.313 1 1 1 1 1 I 1 ° 2.829' s L,----------- --- .,.J 4 TRACK, ASTRAGAL / INTERLOCK ® 4 ANCHOR CLUSTER f It r" �A�fiI�A�A[Uf-------------------, INTERLOCK INT. CENTERLINE 1 3.313 j 2.62911 I 1 1 1 I t L 3-'1=WK. 7MAUNC7 ERL�L`K --J 5 ANCHOR CLUSTER 6 ANCHOR CLUSTER Nh r J� 8 ANCHOR CLUSTER ANCHORAGE, XAMPL;E ctusrERs 1070 7'trCHNOLOaYl1RNE NO CHANGE THIS SHEET NOKOMA% FL S4M zrr. IWSHEEr ALUM. SLIDING GLASS DOUR, IMPACT W 4-TR4CK EXAMPLE LUST R MD CORNER EXAMPLE CLUSTER Mag F a BQX 1828 g� Seek: & oo Daatvhp Nb Nov: yYyN � NOKOMlS, FL 34274 V�slbty Better SOb7$0 NTS 11 a 23 8900-11 B raofoucrkvqam 00 oomph Brio tae flotw sCvdQo !Z—O,ri •D� w ll��i 1'hrie•helnett . ' .PRODUCT REVISED ...... as complying wish die Florida ; Building "a Acceptance_No • Q ► t�. '- - .,�°.po . s �oR�OP.• �CJ� A. LYA' UM P.B. P.E.# 68705 o ...... Voo o 000• 1" MIN. D. TYP. 1/4" MAX, SHIM 2 17/32 C. 1" MIN. _ E.D. TYP. 1 3/$" MIN. 2x WOOD BUCK TYP., SEE NOTE 3 Jt SHIM WOOD ANCHOR TYP., SEE NOTE 2 DETAIL AA 2 -TRACK FRAME HEAD WOOD. INSTALLATION 1 318" MIN. DETAIL AB 3 -TRACK FRAME HEAD WOOD INSTALLATION 1 �� itt��,�� ut L -l��i t�►i �J�t�t� �'ww �� f Al �..FM .r=x•N .a ., is�,[:1..G�a . M!. Z +Tc ;.Sa. SEE NOTE 5 WOODANCHORTYP., SEE NOTE 2 217/32" O.C.. TYP. —1- --.4'E. DETAIL AJ. 4 TRACK FRAME SILL TYP. WOOD INSTAL ATION A O 4MAI AAILI C n R'Vb ^ A Ntll AAlk I e" r% 9'./n SEE NOTE 1 1/4" 1/4" MAX. MAX. SHIM SHIM 2 17132"O.C. TYP. CONCRETE ANCHOR TYP., SEE NOTE 1 7 DETAIL AC, 2 -TRACK FRAME HEAD DETAIL AD, 3 -TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE NOTE 1 217/32' O.C., TYP. CENTER ANCHOR STAGGERED ON 3 -TRACK TYP. SEE NOTE 6Iii fir I (� SEE NOTE 5 3/8" MIN. T JI`!A ••' A•yi ia`•1 ,'A s, S 2.1/2" MIN. E.D. TYP. DETAIL AG, 2 -TRACK FR&ME SILL CONCRETE INSTALLATION 1 3.4 KSI MIN.J CONC. TYP. CONCRETE ANCHOR TYP., SEE NOTE 1 217/32" O.C., TYP. SEE NOTE 5 94 ]M[ 3/8 MIN... ;; ::. ,• :•� _ �. ;.,;' 21/2" MIN. E.D. TYP. i1P DETAIL AK. 4 -TRACK FRAME SILL "CONCRETE INSTALLATION 21/2" MIN. E.D. TYP. DETAIL AH, 3 -TRACK FRAME SILL 1 NOTES PERTAINING TO ANCHORAtGE DETAILS ON SHTS.1?A A$ i. F Q idCRETE APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED ELCO 114" ULTRACON (FORMERLY TAPCON) - MIN.1 3/8" EMBED. 64 -ii 4"'ELCO SS4 CRETE FLEX -1 314" MIN. EMBED. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G6). 114" ELCO SS4 CRETE -FLEX MAYBE USED INSTEAD OF #12 SCREWS. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 111211 THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 21t ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-T8 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-6, SHTS. 4-9, FOR ANCHOR TYPE 3 ARE ACCEPTABLE. 5, IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. NO CHANGE THIS SHEET 1070TECHNOLOGYDR NOKOM/8. FL 94276 P.O. BQX 1628 NOKOMI8, FL x4274 ANCHORAGE DETAILS ALUM. SLIDING GLASS L avasswe $GPM NTS 1 12 a 23 IMPACT 8100-11 1 8 PRODUCT RJ RVWIW d emp0m wits lis 1 lJ mnx Cade zT"10"t PRODUCF iU VISBI) • as oomplybig with the Florida Auitdhig Code • • . Aoceptmico No Miami wprodaet Control ..%t11111111,. �r �• Nv' 58745 r _�'*h Tril LO ,S/S/O N Ay�L A. LYNN iNaw. P.E. P.E.# 68705 6666•• • 6 • •6.996 6 •006 0000 6666•• • 13/81, MI" " 11/4" MAX. SHIN WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 13/81, MIP 1/4" MAX. SHIN WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 1/4" MAX. SHIM CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 12 2x WOOD 2x WOOD BUCK TYP., BUCK TYP.,17 SEE NOTE 3, SEE NOTE 3, SHT. 12 SHT. 12 DETAIL AM, 2 -TRACK FRAME JAMB WOOD INSTALLATION 1316, Mil 1/4" MAX. SHIN DETAIL AL. 4 -TRACK FRAME JAMB A WOOD INSTALLATION WOOD ANCHOR TYP., SEE NOTE 2. SHT. 12 1/4" MAX. SHIM CONCRETE ANCHOR TYP., SEE NOTE 1. SHT. 12 " �'•� . 1x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 T.iY; ''• 21/2" ��.". •` MIN. E.D. TYP. A •. e�A ELCO 1/4" TAPCON (MIN. 1 3/8" EMBEDMEN OR ELCO 1/4" SS4 CRETE -FLEX (MIN. 13/4" EMBEDMENT) 1 x WOOD BUCK TYP.. SEE NOTE 3, SHT. 12 361161, 4 3/16„ MIN. O.C. TYPICAL JAMB CLUSTER H •: "�'�" - 3.4 KSI MIN. CONC. DETAIL. AO, 2 -TRACK FRAME JAMS CONCRETE INSTALLATION ,•• • OR 1.6 KSI CMU, TYP. •' • Y+• ELCO 1/4" TAPCON (MIN.1 318" EMBEDMENT) OR ELCO 1/4" SS4 CRETE -FLEX (MIN. 13/4" 114" MAX. SHIM --�*- EMBEDMENT) DETAIL AN. 4 -TRACK FRAME JAMB CONCRETE ACONCRETE INSTALLATION ANCHOR TYP., SEE NOTE 1. 2x WOOD SHT. 12 BUCK TYP., SEE NOTE 3, 1111 SHT. 12 4 I • SPACING TYP. ALL JAMB DETAILS MIN. E.D. •' •. 1 x WOOD BUCK TYP., SEE NOTE 3, SHT.12 -��'� 1 � ��j ( �� ;: ; :�}-�—• 3.4 KSI MIN. CONC. • •. OR 1.6 KSI CMU, n DETAIL AP 34IACK_RAME JAMB DETAIL AQ. 3 -TRACK FRAME JAMB WOOD: INSTALLATION CONC , ETE INSTA#.LATION WOOD FRAMING ELCO 114" TAPCON (MIN.1 318' EMBEDMENT) OR —+•-' 1 318" MIN. ELCO 114" 884 CRETE -FLEX (MIN. 1 3/4" EMBEDMENT) �'+� .•h •,r.:•�,; t ; • '; .=..a CONCRETE ANCHOR, WOOD ANCHOR _ . r ;•�•" SEE NOTE 1, SHT. 12 SEE NOTE 2, SHT. 12�' , :�'.•; j•�' s.• ANCHOR QUANTITIES FROM • , , . «'�; ti%. r ;''!.:� 4' TABLES 1-6, SHT. 4-9. ANCHOR QUANTITIES FROM • .,7,e y K • :. t' `•.' '• • PERTAIN TO THIS ANCHOR TABLES 1-18, SHTS. 4-9 t"• . • ':�+'.• .+ . 2112" MIN. ,,, . y •� .� ,,, PERTAIN TO THIS LOCATION., 11" MAX. FROM 1318" MIN. E.D. TYP. CORNER, RNER 24 U2" MAX. D.C. ANCHOR LOCATION "; • ' " : +� f : �. _ 3.4 KSI MIN. CONC. L-• WOOD ANCHOR SEE NOTE 2, SHT. 12 7 91/1W MAX. FROM CORNER, 24112" MAX. Q.C. (FIRST ANCHOR) DETAIL AR. P -HOOK WOOD INSTALLATION I J..l. 1 101131111 B 1 NO CHANGE THIS SHEET I A 611107 1 J.J. I wW=y r0 'CM ?kFL HuxoMIA �. wars N0K0M13, Ft 34ai4 'I�sihly Better CONCRETE ANCHOR SEE NOTE 1, SHT. 12 7/1!16" MAX. FROM CORNER, 241/2" MAX, O.C. (FIRST ANCHOR) ANCHORAGE D VIM ALUM. SLIDING SW780 1 NTS 1 13 M 23 IMPACT 8900-11 1 8 monucr1g . . eaieplgwo th! 1 Amm"W"Nevsk g4e4dW 6 �7 • PRODUCT REVISED • • • • • • as aamplyina vrlth the Florida. • • • • • Building Codo • ; Acoel�tanca No _ •JA VA ny�,. HiQ ado Product Control V 130 58748 1 ~ /o IK !i W. s�A or i0,......... A. LYW AAWYA. P.E. PAU 69705 :000% DETAIL B', SHT. 18—\� -DETAIL'C', SHT. 18 NOTES: 1. SEE SHEET 15 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH 60". SHTS. 16-20 FOR SECTION DETAILS AND SHTS. 4-13 FOR ANCHORAGE DETAILS. t~� 2. REINFORCEMENT LOCATIONS: REINFORCEMENTS ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS. t""! ♦"' ! SEE SECTION DETAIL C,SHT. 18. AIL W, SHT. 18 DETAIL 'D', SHT. 18 3. DLO WIDTH = NOM. PANEL WIDTH - 7 29/32" DLO HEIGHT = DOOR HEIGHT - 3 318" DETAIL'E', SHT, 16 4. (1) LOCK (ITEMS 154-161) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 170) AT FRAME JAMB OR ASTRAGAL. 191 7/16" MAX. WIDTH •--- PANEL PANEL • PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'M' 'P' 121 MA s • • H1 SEE TY NOTE 4 DETAIL'E', SHT. 16 r DETAIL'D', SHT. 1S " III PANEL PANEL A i TYPE TYPE 'R' 1" DETAIL'M', BHT. 19 K. r� SEE NOTE 2 SEE • NOTE _ 4 DETAIL'QrHSEE NOTE 2 SEE NOTE 2 Z DETAIL 'F', SHT. 16 OXXX L2 TRACK) DETAIL'B', SHT. 18 DETAIL'C', SHT. 18 SEE NOTE 2 -• VDETAIL'F', BHT. 16 HORIZONTAL SECTION A A XX -XX (2 TRACK' OUTSIDE CORNER) A DETAIL 'M', SHT. 19 PROUVCr i1EWWRO `�-•DETAIL'G', SHT. 19 DETAIL'H', SHT. 19•DETAIL'L', SHT. 19 J I DETAIL'N, , SHT. 19 il�rnrl. all 1411=1 ?r�i1Nt , 52 3/32" MAX, DLO TYP. DETAIL'J'. SHT. 18 OETAIL'O', SHT.17 • PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL ...:.. TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE .... .R. ,F. 'P IR. .L. IMl ,F. .... 1065180 PRonncr uavtSi n • as comptyin�, with the �+lolida I � � MAX. f % Aui{ding Gado 090009 �• DLO , % Acceptance No �' D e l a 7YP. SEE Expi n ato w4t .. NOTE 4- Ddian ade Product Control , Ll �ttrttl ! tIIIr s ��0 "( LYNN M/ SEE NOTE 2 DETAIL W, BHT.16 -� SEE NOTE 2 J DETAIL 'P, SHT. 17 �`�'�,,, ��c��St; '' •. �f' �: OXXX3 TRACK RIGHT POCKETBY-PASS)= No. ss7o� . _ _ _ _ p ( -- - ,� XXXX (4 TRACK �g �� •. STA At �[!� 1omrSc�tNocoriror�ry EXAMPLE FLEVATIONS/CONFIGUR4TIONS ;��` `'••.,Ftorx�oA.•''�� • J.J. 90193119 B NO CHANGE 7H1S SHEET No/coMts, Ft 3427sROM or S • • ....... �� ` DO* R AnnrarP�u+lo DaoNFlo.MtCLt1171N1iCORNEROOOREMMPLE. CONDENSE ._..... ALUM. SLIDING GLASS D40R IMPACT �� IONN- .� F.K. !!!8/07 A NO7e' 1344. REWSENOTE t INA APPLICABILITY. F.O. RQX 1629 saAse�xene� seta Stwvh Oraw&+pNo Iter , l t 1 1 t t t 1+: � ! Rate NOKOMt9, >;L 34274 "sibly Behr' A. LYNN MIl1.EIt P.E. F.K. $11107 ,►.,e, ;00=7 SGO780 NTS f9 a 23 810©-11 B 'P.E.#88705 • s • • ••• PANEL. LETTER PANEL LETTER NOTE: [� SINGLE FIXED j� DOUBLE LOCKSTILE i• MAXIMUM NOMINAL PANEL WIDTH FOR ALL I— INTERLOCK LOCKSTILE / � INTERLOCK PANEL CONFIGURATIONS RFIXED SINGLE V ASTRAGAL ®° LOCKSTILE EQUALS 60" LOCKSTILE INTERLOCK SOX OU OUT / ASTRAGAL FIXED uASTRAGAL �°°®'°' LOCKSTILE (BOXOUT) OUT LOCKSTILE X BOt IN ASTRAGALSINGLE •®• STILE A LOCKSTILE O IN IN LOC INTE OCK Q INTERIOR (BOX OUT) FIXED LOCKSTILE ASTRAGAL OUT LOCKSTILE SINGLE INTERLOCK (ALL PANEL TYPES) EXTERIOR s FIXED LOCKSTILE ASTRAGALDOUBLE LOCKSTILE BOX IN IN INTERLOCK yFIXED DOUBLE J LOCKSTILE ASTRAGAL j LOCKSTILE INTERLOCK BOX OUT OUT Yf DOUBLE FIXED LOCKSTILE ASTRAGAL • ` INTERLOCK LOCKSTILE IN W DOUBLE ASTRAGAL LOCKSTILE Na SINGLE X N INTERLOCK IN , v! INTERLOCK Ppoouc-T "Re-wi WR ASTRAGAL . -..-- DOUBLE ^ Cs ASTRAGAL SINGLE INTERLOCK BOX OUT OUT INTERLOCK („/+r) A RECEIVER m co"pb4" Wkb the r%*% o"As code A�Mase N. .-o � • a y 7 SINGLE ASTRAGAL S SINGLE® ASTRAGAL BOX OUT INTERLOCK OUT V A INTERLOCK RECEIVER L L.11 ASTRAGAL SINGLE Qs CORNER SINGLE 8 T OUT INTERLOCK LOCKSTILE INTERLOCK .. .•. ASTRAGAL SINGLE QA SINGLE CORNER • • • • • BOX IN IN INTERLOCK INTERLOCK LOCKSTILE • • • • •' • • • • • • SINGLE + ASTRAGAL SINGLE 80k IN INTERLOCK INASTRAGAL A S RECEIVER INTERLOCK rnoDuCT RSVYSD .. .. tw ct►mpiying with the t'lorid � B SINGLE SINGLE CA SINGLE ASTRAGAL � � 0 0 0 Hu+ta�tt� C°d° .�� p 1 am INTERLOCK INTERLOCK /'7 INTERLOCK RECEIVER tl3Gtp tA/"Z- . . Mi e pm ua ro:mrol SINGLE SINGLE j''t CQRNER SINGLE INTERLOCK INTERLOCK �;✓✓ A I-QCKSTILE INTERLOCK SINGLE SINGLE j f'�' SINGLE CORNER SYN//,,�` �� QST.•,. �oENSF INTERLOCK INTERLOCK �✓ �g INTERLOCK LOCKSTILE ' DOUBLE DOUBLE/'� ASTRAGAL FIXED INTERLOCK INTERLOCK V A RECEIVER LOCKSTILE No.58705 SINGLEC�1 LOCKSTILE i (.� A FIXED ASTRAGAL * INTERLOCK LOCKSTtLE RECEIVER "c1 t ,., '. STATS OF ; � '••..FtaR�o�:••'' avaa i ata'� sow rLt;HNOLOAYDRfvE NOKOMIS, Ft 3076 Acm� -- PANEL TYPES �` 10/19/11 8 NO CHANGE rHIS SHEET ALUM. SLIDING GLASS fl�?OR, JMPACT e�JJ. r• t AMPANELOPrrONBCB-FCTOFACA#rATHOORNERDOOROPiYONSAND fYG f1JdG07 A TOMAX NOAH VYX)7i�OF8D: P.O. Bqx 18X8 NO1fOMlS, FL 34274 t A LYNN �!lLkt'Ft• P.E. Vljlbbr -8,91 o s„yy �T5' reac 75 23 onwlapNa 81©Q- ttr. $ Hata oaf F.K. 511107 ,�j �ovxxh7r SOD780 • 1085/80 DETAIL'E' MAX. DLO 1 DETAIL U JJ I 10119199 I B I NO CHANGE TNlS SHEET J 1 COIu�1 TIMM8 MMBEtS M MATCtiPAM UST. 107ECHNOLOGYARIVE VERTICAL SECTION DETAILS NOKOMIA A $4276 P-0 Egx>628 ALUM. SLIDING GLASS D44ft, IMPACT NOKOMI9, FL 34274 vislbGy Better 8i'1e dpk.k Res sflD76b780 1i2X 1 16 , 23 1 8700-91 B EXTERIOR INTERIOR C> (ALL VERT. SECTIONS) Pf1omer UNXWW Ai so Iti3oft N"si Cade , im W*. 2 e . '6 Y car—VU4. flak Now-ftftmLi .0 •••••• FitODUCT ItVVISBD . • as comlityiuswitth��the Fladda• • • • I3ai cod* '�a lz AC00 iptF1giC8I`iU.�lu 11{Illi11 ``�\-110 { LYNN y r NO, 58705 rr Q� , STAF 1(7 S;S/OIVAL A. LYNNULUR' , P.E. PAR60705 9 .... -r— MAX. DLO A DETAIL 'O' TYP. �] EXTERIOR INTERIOR (ALL VERT. SECTIONS) 116 A 118 119) .839' RISER 2 314" SILL HEIGHT 3.630" RISER 41/2" SILL HEIGHT 4AW' RISER 5 114" SILL HEIGHT 117 2.628" RISER 3 912" SILL. as eaaaplyiog wh9 00 I%db Halmos Cade A,c�tap�ex Ira 2— .C' 'U • • M PRODUCE REVISED • • as complying with ft Floddu . sunding Cade • "• Acoepo�tta"14:.a Z-01 i�iP� .L Ltl�ilr/r� iHT ��>> ��( 1.YNIV *No. 58745 SILL RISERS OPTIONS � a. � LLo TSTA E 0 <lJ. • 9070 TECHNOL0f3YDfiiVE VERTICAL SECT. DETAILS &SILL RISERS DPT. II -X\ ' .,fitnatoP••'' • '��S'�/ • Z. J J. ?fit?31f 1 1 B NO CHMSE THIS SHEET NOKOl� . & SWIF IC3., 01VA�- a. •WAR. OOORNO _IrEM MIMSER,9rOMATCHPARTOLtsT. ALUM. SLIDING GLASS DUt'.tR, IMPACT �"/III %% % FK Zi/&D7 A . ADD DETAILS O A P 4•TR4CKHEW d SILL. OW ALTERNATE TOSILL OPT. RQ• 8QX 4b28 addu&kdd*k tus.fi�pNo. f°'� f� t t MI—GAF RK Date: 511107 JJ DOW lO /)=.? I NOKt7 , FL3 M Visibly better SGD780 112X 1 17 a 23 8100-11 A. LYNN MILLER, P.E. P.E.# 58705 • 40 1 NOTE: F12" LG. 'O' PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL 132) (143) (134 2) (1 DETAIL'A' (FIXED PANES.) 0 58)5) ( 1 El 40 INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR ITEM 948 NOTE: 4 TABLES 3 AND 5, SHEETS 8 AND 8 NFORCEMENT REQUIRED 1 148 IN THE EXTERIOR INTERLOCKOF ONL� DOORS REQUIRING REINFORCEMENT DETAIL 'C' (REINFORCED) 7070 TECHN01.08YDWE NO CHANGE THIS SHEET NOKOMIS, FL $4276 ORRECTITEMSNVWERB TO MATCH PARTE Wt P.O. 6 X 109$ECS CN TE CERN1NeB /N RCfAfENT. NOWMIS, FL 84274 DETAILS' DETAIL 'D' SECTION DETAILS ALUM. SLIDING GLASS DOOR, IMPACT sGD780 1 112x 1 18 a 23 8100-19 B PRpAUCP ii>iyN;i� a. aaap� wMi rie tlat'!iu M1 eYrdbidttiore • • 0000.• 0000 0000 0000•• 0000.• PRODua P-ESIS ft ,,3 oWftolying Florida • • • Building Cock �. • Agcepianco No. 13x ton t+s — By . Miami a a Product Cordro %J1.111111 \`��NY LYNN 4f�''ji�� = Ido. 58705 --a14111 ! is .: STAT O VD si� ,' S11/ONAI- 1 \\ Mal A. LYNN Mal11 %, P.E. P.E.# 68705 • 0000.. • •• 0000•• 0000.• • •• 0000• •• • 0000• • •• 0000.• • • 0000.. 0000•• 0000•• 0000 0000 101 2 INTERIOR (ALL HORIZ. SECTIONS) IC7 EXTERIOR DETAIL 'G' - (FIXED PANEL 11011) 92" LG.'O' PANEL B LOCATED AT TOP BOTTOM OF FIXED PANEL. SCREW ITE 932 AND 934 LOCAL 11/2" FROM EACH I OF BRACKET A DETAIL 'H' A DETAIL V (NOT REINFORCED) 1870TECHNOLOGY0MV8"Y** HORIZONTAL SECTION DETAILS NO CHANGE THIS SHEET NOKOW4 FL 34276DCZ= nee., ORREMT£MSNUMBl:RSTOMATOMPARTSLIST.ALUM. SLIDING GLASS DOOR, IMPACT D t L & 4•TRA Off MLS & UNR&NFORC£O DETAIL M /N P.� EQX 162$ W NOKOA FL 3jbwAvh&4274 Visibly Better �a., xwxx�7 som 112X 19 23 8700-99 B PRQDl(.'T t2+itilAC*" a eaapbug w4b fte fled& wwag Code Aeeept«ase No Z ?• is • 0000. 0000 0000 0000.. 0000.. PRODUCT RSVISBI) • • as complying with the Nlorlda .. Building Colo ! Acsxptaeica No 9—ide Product Cu»tro 'LYNN * . No, 5g7U5 ,1S ' SSA t:O� •'�� ;ate '••. RcoRtio�'•� � �� /`SS/�0WL- A. LYP1ttll/IAkLik, P.E. P.E.# 58705 000.0 0000. 0000 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. DETAIL 'Q' (OUTSIDE CORNER, 2 -TRACK SHOWN) 6.1 3 Cj� 102 INTERIOR DETAIL 'R' A (INSIDE CORNER, 2 TRACK SHOWN) 01MCHMOGYDFt1VE HORIZONTAL SECTION I NOKOMIS, FL 34.276 mol "w Pa egx1629 AcaT. ALUM. SLIDING GLASS E NOKOhf1S,1~L 34274 Visibly BetWr S� 112x 1 20 o 23 A CORNERS IMPACT Yaouic 8900-11 8 mtouvmaxmpw s.em w ti, dwFINN, pr o --a-AC (7 „•• PRODUCT RRVlSHD • . • w complying with the Florida• • • WIding Code '' Acceptooce No J--tl s ' or ate LYNN W/44 A+.••'�c Nss'' •.'� t37a5 .. -- N . 5 a SIAM 0 L A. LY(Vt+i M+t.� � P%X. P.E.# 687115 • s ••s•ss • • • s • • s •• s•asss s s • ssss•• s•••000 • • • .506 ---+y 9 .100 INTERLOCK TRIM COVER (58) MAM 6063-T6 DWG NO. 8156 .857 .850 .045 7/16" OG BEAD (28) MAW: 8063 TS DWG NO. 8023A 4.' -A- .713 .045 .306 .717 FRAME SCREW COVER {18) DWG NO. 81 6 ;138 .293 .$47 SILL. MOUNTING STRIP (120) MAT'i.:6063-T6 DWG NO. 8183 .442 .965 .045 INTERIOR BEAD (28) MATT; 6063-T5 DWG NO. 8022 .782 .125 -~•+-1..782 .290 -'-� .830 .050 .912 .050 .85-0 .040 .912 .045 R/16"00 13W x(30) MAT'1.:6083-T5 ,K DWG NO. 8145 3 .713 SILL RI$ER - 51/4". SILL RISER - 41/2" (119) MAT'L: 6083-T6 (I 18) MAT'L: 0083-T6 DWG NO. 8182 DWG NO. 8137 .,. 9A/Wi4 e ' NO CHANOE MIS SHEET W, R•vFfbne; 111tW I A D ITEM83 40 tt8 CORREC M Egg To 6/1/07 .t,► odor mwmlr 11/16* 10 OG BEAD A(32) MAT'L: 6063-75 49 OWG NO. 8146 SILL RISER - 3112" (117) MAT'L: 6063-T6 DWG NO. 8138 1010 i'ECHIVOLOGYDMVE NOXOMIS, FL 34276 P.O.SQX1620 NOKOMIS, FL 5274 9116" SQ_BEAD (40) MA*rL: 6063-T5 ,[!�1 DWG NO. 8148 .062 .713 1.878 LH SILL RISER - 2 3/4" ©(116) MAT'L: 6083-T8 DWG NO. 8138 .7 11/16" G 8Q BEAQ (42) MA rL: 6063 T6 DWG NO. 8149 .062 .713 SILL RISER - 15/8" (1 6) MAT'L: 6063-T6 DWG NO. 8140 ALUM. SLIDING GLASS B�usr I SG -M,60 112X 1W22 a 23 1 '-8?00-19 *FaootjcT RIRNRwca oowpwas wiry lk N.rddlag Code mea lvo_ / .av u •. • s i • i PRODUCT R6ViSBD a,4 emptying with the F104• • • • HuNding Gado z 00 2�YZtodiou T��t�tti_ilt� i �'DIM LYNN ''fir; •.* = No. 58705 O STAT OF •• 4 A. LYNN 8 PAN 56706 - -- •••• D•• tom-- 4.741 2.000 .074 PANEL STILE (1) MAT -L: 606378 VWG N0.8012 -I --1 1.947 r--- 1.081 1 .075 LOCKSTILE ADAPTER MAT'L: 6063-T6 (ai DWG NO. 8104 .128 .583 1.793 LCIKER PLATE (15} MATT: 0063-T6 DWG NO. 8105 f -F-- 9.002 1'j 1.938 .100 TALL BOTTOM RAIL - 9" (12) MAT'L:6063-T6 DWG NO. 8013B 2.380 �- 2.701 .109 DOUBLE INTERLOCK (14) MAT'L: 6003-T6 DWG NO. 8101 �- 2 WA 2.380 �-�- 2.324 ,1pt INTERLOCK DPS AFTER (4) MAT'L: 6083-T6 DWG NO. 8102 P -HOOK MOUNT 1.000 A (106) MArL: 6063 T6 i DWG NO. 8109 8.500 .110 - 7.205 +��--- 5.186 --y 1.838 I .074 TLSOTTOM RAIL - 4 1/2" 41 MAIL: 6063-T6 .1, ( ) DWG NO. 8044A 130C b1.938 L 1.172 .075 SNAP RAIL ADAPTER (13) MAT'!: 0063 -TA! DWG NO. 8103A 1.845 .090 "O" PANEL BRACKET (1.43) MArL: 6063-T6 DWG NO. 8188 ..374 1.801 3.063 +� INTERLOCK REINFORCEMENT {148) MArL: 8105iT5 DWG NO. 8192 2.836 2.424 .094 CORNER LOCK ASTRAGAL (61) DWG NO.8110 MAT'1,:6063-T8 A 1.495 4 -TRACK JAMB (10Q) MAIL: 606346 DING NO. 8132 1.1 44 9.084 D --I r-- 1.084 .090 6.085 .0! 2 -TRACK JAMB (102) MAIL: 6063-T6 DWG NO. 8134 3 TRACK JAMB (101) MArL: 6063-T6 DWG NO. 8133 L .140 1.455 11.144 ----�; 41RACK SINGLE HEAD MArL: 6063 T6 I- .09Q (111) DWG NO. 8121A 11.853 4 TRACK SILL ASSEMBLY MArL: 8083-T6 (106j DWO NO. 8120 1.793 090 2.723 u L -A -1 1.498 .926 045"' .583 .125 .241 32 2.835 9.323 _ 1� 3 -TRACK SILL MID SILL ER CORNER BACP PLATE GARNER RECEIVER ASTRAGAL. (107) MArL: 6063-T6 MArL-. 6063 -Te MATL:6063K UT6 (109) DWG NO. 8115 (62) DWG N4.8112 LN_Z (60) DWG NO. 8111MArL: 606346 A DWG NO. 8116 .090 .090 2.7$1 1.52) 1.495 .928 1.616.062 .698 1.405"f 1 1 * 6.794 ' .045 1--- 6.085 --- �I 2 -TRACK SILLEXl T SILL COVER W/S EEN INT -EXT SILL RACK SINGLE HEAD COVER 2 -TRACK T (108) MAUL: 6063-T6 MAIL: 6063-T6 (110)MArL: 6063 T6 (1 3) MArL: 6063 -TS OWG NO.8118 Ltl, DWG NO. 8119 DWG NO. 8117 DWG NO. 8127A 1 J.J I 90/f m 1 8 1 N© CHANGE mta SHEET I .Q TECNNOLOGYDRIVE NOKOMIS. FL 94276 Ro. �Q�62e NQKOMl9.xFL 34274 L- .090 1 A06 I�ESM 7.443 2 -TRACK SINGLE HEAD W/ SCREEN (120) MArL: 6063 T6 DWG NO. 8128A L 1 .090 1.405rm 11 m �+ 8.615 ----'---- 3 TRACK SINGLE HEAD (112) MArL: 6063-76 DWO NO. 8124A EXTRUSIONS aw ALUM. SLIDING GLASS DOOR, IMPACT 'Visibly BettEr 1 x"078 l i/4X 1'23 23 1"'8100-11 118 3r3U780 a (103) MATU 6063-T8 DWG NO. 8135 1.084 I.3 rRUDUCI' axwg*m 1 � caaa w�1� Ae M'ierli Noldla4 Cade Aenptaree No ^D flwe � . . PRODUCT ID alarida * • • 0 •: as comptp a Building Ootid Acte tC� Ido W,.'.,! X111111/ 0-,y1 LYNN. No. 58705 STAT OF to IK ti u, A. LYNN M1UER. P.E. P.E.# 58705 1••..• . .090 420 ---4 2.442 P -HOOK 4.966 (104) MAIL: 6063-T6 .12t*5 DWG NO. 8108 ASTRAGAL (28) MArL: 6063-T6 DWG NO. 8107 P -HOOK MOUNT 1.000 A (106) MArL: 6063 T6 i DWG NO. 8109 8.500 .110 - 7.205 +��--- 5.186 --y 1.838 I .074 TLSOTTOM RAIL - 4 1/2" 41 MAIL: 6063-T6 .1, ( ) DWG NO. 8044A 130C b1.938 L 1.172 .075 SNAP RAIL ADAPTER (13) MAT'!: 0063 -TA! DWG NO. 8103A 1.845 .090 "O" PANEL BRACKET (1.43) MArL: 6063-T6 DWG NO. 8188 ..374 1.801 3.063 +� INTERLOCK REINFORCEMENT {148) MArL: 8105iT5 DWG NO. 8192 2.836 2.424 .094 CORNER LOCK ASTRAGAL (61) DWG NO.8110 MAT'1,:6063-T8 A 1.495 4 -TRACK JAMB (10Q) MAIL: 606346 DING NO. 8132 1.1 44 9.084 D --I r-- 1.084 .090 6.085 .0! 2 -TRACK JAMB (102) MAIL: 6063-T6 DWG NO. 8134 3 TRACK JAMB (101) MArL: 6063-T6 DWG NO. 8133 L .140 1.455 11.144 ----�; 41RACK SINGLE HEAD MArL: 6063 T6 I- .09Q (111) DWG NO. 8121A 11.853 4 TRACK SILL ASSEMBLY MArL: 8083-T6 (106j DWO NO. 8120 1.793 090 2.723 u L -A -1 1.498 .926 045"' .583 .125 .241 32 2.835 9.323 _ 1� 3 -TRACK SILL MID SILL ER CORNER BACP PLATE GARNER RECEIVER ASTRAGAL. (107) MArL: 6063-T6 MArL-. 6063 -Te MATL:6063K UT6 (109) DWG NO. 8115 (62) DWG N4.8112 LN_Z (60) DWG NO. 8111MArL: 606346 A DWG NO. 8116 .090 .090 2.7$1 1.52) 1.495 .928 1.616.062 .698 1.405"f 1 1 * 6.794 ' .045 1--- 6.085 --- �I 2 -TRACK SILLEXl T SILL COVER W/S EEN INT -EXT SILL RACK SINGLE HEAD COVER 2 -TRACK T (108) MAUL: 6063-T6 MAIL: 6063-T6 (110)MArL: 6063 T6 (1 3) MArL: 6063 -TS OWG NO.8118 Ltl, DWG NO. 8119 DWG NO. 8117 DWG NO. 8127A 1 J.J I 90/f m 1 8 1 N© CHANGE mta SHEET I .Q TECNNOLOGYDRIVE NOKOMIS. FL 94276 Ro. �Q�62e NQKOMl9.xFL 34274 L- .090 1 A06 I�ESM 7.443 2 -TRACK SINGLE HEAD W/ SCREEN (120) MArL: 6063 T6 DWG NO. 8128A L 1 .090 1.405rm 11 m �+ 8.615 ----'---- 3 TRACK SINGLE HEAD (112) MArL: 6063-76 DWO NO. 8124A EXTRUSIONS aw ALUM. SLIDING GLASS DOOR, IMPACT 'Visibly BettEr 1 x"078 l i/4X 1'23 23 1"'8100-11 118 3r3U780 a (103) MATU 6063-T8 DWG NO. 8135 1.084 I.3 rRUDUCI' axwg*m 1 � caaa w�1� Ae M'ierli Noldla4 Cade Aenptaree No ^D flwe � . . PRODUCT ID alarida * • • 0 •: as comptp a Building Ootid Acte tC� Ido W,.'.,! X111111/ 0-,y1 LYNN. No. 58705 STAT OF to IK ti u, A. LYNN M1UER. P.E. P.E.# 58705 1••..• ,TYPICAL ELEVATIONS 38-9/16" FRAME WIDTH 6 7/8" 6 7/8 W f- W t�aa \ J � 3 of Q OUTSWING V— Z G 6 1/8" LOCKING OPTIONS SEE CHART SHEET 1.1 �- LH CONFIGURATIONS SHOWN RH SIMILAR 74-1/2- FRAME 4-1/2"FRAME WIDTH 11 1/4"H-0 3 D.L. OPG. O.L. OPG. 6 7/8" n WIDTH W TH I D.L. OPG. \ WIDTH 1 / H30 OUT WI SS1 SS2 I 4 4 (SEE SHEET 6) / 8/6 100-7/8' 88-1/2' 9/0 / 94-1/2' 9/6 , 112-7/8' 100-1/2' lovo 118-7/8' 106-1/2' / / 1 I I \ A \\ / / \ • • 3 i - - --- �-•w- - --- --ter--• \ I X/ / /i / \ \ I I \ / / 0:::00 • • • \ I / J • • • 1 \ \ i I \ I / 1 \ I I / ACTIVE INACTIVE / i \ \ ACTIVE G 6 1/8" LOCKING OPTIONS SEE CHART SHEET 1.1 �- LH CONFIGURATIONS SHOWN RH SIMILAR 74-1/2- FRAME 4-1/2"FRAME WIDTH 11 1/4"H-0 3 D.L. OPG. O.L. OPG. 6 7/8" n WIDTH W TH NOM. EL WIDTH S-0 s -o OUTSWING 3 3 SS1 SS2 SSl SS2 SADDLE SILL 4 4 STEPS TO USE CHARTS SEE SHEETS 6 & 7. J -O 4 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. S- �,3 H-04 3 I /I j \ 23-3/4' 1 / \ SIDELITES SS1 SS2 I 4 4 (SEE SHEET 6) 30-7/8" 8/6 100-7/8' 88-1/2' 9/0 106-7/8' 94-1/2' 9/6 , 112-7/8' 100-1/2' lovo 118-7/8' 106-1/2' / / 1 I I \ A \\ SS2 rSSS1� SS2 / \ • • 3 i - - --- �-•w- - --- --ter--• \ I X/ / I / \ \ I I \ / / 0:::00 • • • \ I / J • • • 1 \ \ i I \ I / 1 \ I I / ACTIVE INACTIVE NOM. EL WIDTH S-0 s -o OUTSWING 3 3 SS1 SS2 SSl SS2 SADDLE SILL 4 4 STEPS TO USE CHARTS SEE SHEETS 6 & 7. J -O 4 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. S- �,3 H-04 3 g Ig NOMINAL PANEL WIDTH I D.L. OPG. WIDTH 2/0 23-3/4' 1 - 3 SIDELITES SS1 SS2 AVAILABLE 4 4 (SEE SHEET 6) 30-7/8" 8/6 100-7/8' 88-1/2' 9/0 106-7/8' 94-1/2' 9/6 , 112-7/8' 100-1/2' lovo 118-7/8' 106-1/2' • • • / I \ SS2 rSSS1� SS2 / I • • _ ...... .. ........ - 4-- -4 t 7 - 4�- - - --- �-•w- - --- --ter--• / I X/ �� / I /x \ 1-7/8" (STD. THRESHOLD) 0:::00 • • • 00060 e \\ J • • • \ \ i I 1 \ / i \ I ACTIVE \ 1 / \ I / \ I / \ I LiJ \ / i \ I i I / INACTIVE ACTIVE g Ig NOMINAL PANEL WIDTH I D.L. OPG. WIDTH 2/0 23-3/4' S-0 -MULTIPLE 3 SIDELITES SS1 SS2 AVAILABLE 4 4 (SEE SHEET 6) g Ig NOMINAL PANEL WIDTH DDDR/SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23-3/4' 12-7/8' 2/6 29-3/4' 18-7/8" 3/0 35-3/4' 24.7/8` 3/6 41-3/4' 30-7/8" NOMINAL PANEL HEIGHT DOOR/SIDELITE PANEL HEIGHT D.L. OPG. HEIGHT 6/8 78-7/8' 66-1/2' 7/0 82-7/8' 70-1/2' 7/6 88-7/8" 76-1/2' 8/0 94-7/8' 82-1/2' 8/6 100-7/8' 88-1/2' 9/0 106-7/8' 94-1/2' 9/6 , 112-7/8' 100-1/2' lovo 118-7/8' 106-1/2' CNIL FW PF # 70592 CANN3538 i 113-1/16" FRAME WIDTH HINGES S SEE SHEET 1.1� 4 FRAME HEIGHT = PANEL HEIGHT + 1-5/8 ( I sees•• / I �••� : •• • / / I I • • • • SS1 SS2 rSSS1� SS2 / I • • _ ...... .. ........ - 4-- -4 t 7 - 4�- - - --- �-•w- - --- --ter--• • • • • • • • �� • •• ••• • \ 1-7/8" (STD. THRESHOLD) 0:::00 • • • 00060 e \\ I i • • • \ \ i I I ACTIVE FRAME HEIGHT = PANEL HEIGHT + 1-5/8 ( sees•• S-0 S-0 �••� : •• • 3 3 • • • • SS1 SS2 rSSS1� SS2 """ • • • _ ...... .. ........ - 4-- -4 t 7 - 4�- - - --- �-•w- - --- --ter--• • • • • • • • �� • •• ••• • FRAME HEIGHT PANEL HEIGHT + 1-7/8" (STD. THRESHOLD) 0:::00 • • • 00060 e • • • • • ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4" LEGEND ...... — -0-•OUTSi6G liMA•6ETAIL •• • sees • ••es - ITEM DESCRIPTION (see sheet 2 of 7) revisions: E 10.16.06 REV. PER OCCO COMMENTS F 07.10.09 UPDATED FOR 2007 FOC H 10.25.11 REV. PER ONC COMMENTS I 04.23.12 REV. PER PERA COMMENTS J 06.29.12 NO CHANGE THIS SHEET 8"91WCT my"" 20=9 art* the Fkmi • Amwerm,ft pie 12 -0-40A P-> DWG. NO.: W98-01 VVIN00wS Sc DOORS 10100 northwest 25 street miomi, f lorido 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 sheet 1 of 7 TYPICA'L ELEVATIONS LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) CGI 3 POINT LOCK TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR N SIDELITE PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1-7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4" IFA 10A COPPER CREEK W/ CGI 3 POINT 1OAA BALDWIN W/ CGI 3 POINT 108: REGENT COMMERCIAL 3 POINT 10C BALDWIN SINGLE POINT LOCK 1OCC COPPER CREEK SINGLE POINT LOCK 10D DOR-O-MATIC SERIES 1690 10E JACKSON SERIES 2085/2065 t OF : SURFACE MOUNTED LOCK Z 0 �q n J5 REGENT COMMERCIAL rn Lq 3 POINT LOCK IDA IOAA 10B IOC & 1OCC 10D & 10E 10 F DOOR HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(=) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 84a 90.0 90.0 ' 100.0 ' 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96-3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108-3/4" - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120-3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 10A COPPER CREEK W/ CGI 3 POINT 1OAA BALDWIN W/ CGI 3 POINT 108: REGENT COMMERCIAL 3 POINT 10C BALDWIN SINGLE POINT LOCK 1OCC COPPER CREEK SINGLE POINT LOCK 10D DOR-O-MATIC SERIES 1690 10E JACKSON SERIES 2085/2065 t OF : SURFACE MOUNTED LOCK Z 0 �q n J5 REGENT COMMERCIAL rn Lq 3 POINT LOCK 114 rn (RESIDENTIAL. HARDWARE I COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. REQD. MAX. SPACING UPTO 90-3/4' 3 35 1/2' ABOVE 90-3/4' UPTO 120' 4 1 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION CGI DOORS r (SEE SHEET 1) Engr: JAVAD AHMAD CIVIL FLA. PE 111 70592 rr_= / u � �G OO / I \ ��7 q( o C'.'/J� 40�C+ -o, II / ...... . / LPIA I 1 I \ \ `� / go / ... . II /� \ I / II 114 rn (RESIDENTIAL. HARDWARE I COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. REQD. MAX. SPACING UPTO 90-3/4' 3 35 1/2' ABOVE 90-3/4' UPTO 120' 4 1 44 1/2' DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION CGI DOORS r (SEE SHEET 1) hI, - 1 X 25 Engr: JAVAD AHMAD CIVIL FLA. PE 111 70592 rr_= / u � �G OO �: mypp N ♦N N O O - ,s ,d ��7 q( o C'.'/J� 40�C+ -o, II / ...... . .. ..... / go II ... . II /� u � II II � , i u\ u S- u 4 U 4\ A \ [==FIXED d \ \` FIXED n \ _� hI, - 1 X 25 Engr: JAVAD AHMAD CIVIL FLA. PE 111 70592 G.A.N. 3538 �G OO �: mypp N ♦N N O O - ,s ,d ��7 q( o C'.'/J� 40�C+ -o, 7GE •••••• ••• 0-:@gSVNG DOOR DETAIL • • • ••• - ITEM DESCRIe1lr V • (see sheet 2 of 7) DWG. NO.: W98-01 CAva L WIlVOOWS 8c OOORS 10100 northwest 25 street miami, Florida 33172 product : Series 450 Outswing Doors & Sidelites date 10-20-97 sheet 1.1 of 7 . • ...... . .. ..... go ... . 7GE •••••• ••• 0-:@gSVNG DOOR DETAIL • • • ••• - ITEM DESCRIe1lr V • (see sheet 2 of 7) DWG. NO.: W98-01 CAva L WIlVOOWS 8c OOORS 10100 northwest 25 street miami, Florida 33172 product : Series 450 Outswing Doors & Sidelites date 10-20-97 sheet 1.1 of 7 . • .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' BULB VINYL 3/16" ANN. GLASS BULB VINYL CGI -382 A I CGI -382 .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 1-3/16- HEAT STREN'0 GLASS II z ;v I II � ml for:jj W w SILICONE G£-1200 DOW 995 DOW 899 GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 1/8" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BULB VINYL BY 'DUPONT' CGI -382 rr 3/16" ANN. GLASS rd i la,,i - §I SILICONE z115m BULB VINYL CGI -382 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' x-3/16" HEAT STREN'0 GLASS SILICONE SILICONE GE -1200 GE -1200 DOW 995 DOW 995 DOW 899 DOW 899 GLASS TYPE 'B' GE -1200 DOW 995 DOW 899 GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS AIR SPACE CONSISTING OF: SPACER ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 x 0 O w x w 1/8- OR 1/4- TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX DIG BY 'SOLUTIA' r-3/1$" HEAT STREMD GLASS z io N SILICON£. GE -1200 DOW 995 DOW 899 GLASS TYPE '61' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS .090 ALUMINUM SHEET 1/4" PLYWOOD .090 ALUMINUM SHEET BULB VINYL CGI -3821 SILICONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -3821 .090 ALUMINUM SHEET — 3/4" PLYWOOD x-.090 ALUMINUM SHEET z n SILICONE GE1GE -1200 0 DOW 995 DOW 899 1 " OVERALL COMPOSITE PANEL *ictue Wfth the Morw code gEngr: JAVADAHMADfin CIVIC. FLA. PE # 70592 c^ C.A.N. 3538 2012. GLAZING STOP OPTIONS .639 652 00 .080 00 00 OD t OND .080 -lo .778 754 744 CGI -375 CSI -504 CGI -51 -�j .617r 1 .672 L_ 4 ar .050 Ilii 00 080 cq .754 .742 • • • • • • •••••• • •• •••• • GI -396 CGI-519�•,�� DOORS AND SIDELITES CAN *BE* 6WED USING • SQUARE OR OGEE GLAZING;BEA6SADAPTERS .... . • DWG. NO.: W98-01 17a L WINDOWS 8k 000F2S 10100 northwest 25 street miami, floddo 33172 product : Series 450 Outswinq Doors & Sidelites dote : 10-20-97 1 sheet 1.2 of 7 74 1/2" (TESTED SIZE) rwrcL mum LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE LIMIT) 132.0 PSF GLASS TYPE 'A' LOCK OPTION 10AA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT C( IX HAGER SS HINGES 38 9/16" 4 1/4- FRAME WIDTH 3 24" MAX. H-0 3 00 rn / I 1 I I 0 00 04 1 1 t 00 3 i N M / I 1 .0. IOAA CO _ S C9 _ •••• • • 1 1 •••• W N 00 W a C 1 s N 00 \ N ) � \ I M I I 0 J U \ � 1 1 f I � rn I I ACTIVE 3 illrrkA tie >�`imi�. Engr: JA VAD AHMAD CML FLA. PE j 70592 Far C.A.N. 3538 4JUN.M2 DWG. NO.: W98-01 CAwaL WINDOWS 8c OOOFRS 10100 northwest 25 street miami, floddo 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 sheet 1.3 of 7 0 f • 0 00 04 • .0. •• • •••• • • l: •••• DWG. NO.: W98-01 CAwaL WINDOWS 8c OOOFRS 10100 northwest 25 street miami, floddo 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 1 sheet 1.3 of 7 0 74 1/2" (TESTED SIZE) rANtL wlUin DOORS LOAD CAPACITY — PSF FRAME HEIGHT FRAME WIDTH I EXT.(+) INT.(-) 96-1/2" 74-1/LJ 70.0 j 70.0 84-1/2" 74-1/2" 1 80.0 1 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND 10E 9 I to 'm 38 9/16" ('"R PANIC HARDWARE Engr: JAVAD AHMAD CN IL FLA. PE # 70592 C.A.N. .3538 W �oo 2 a $ UN 9 0 209 "Y. W" a"m*4 'ROVED PANIC _HARDWARE FOR DOOR 1-0—MATIC SERIES 1690 TOUCHBAR EXIT DEVICE KSON SERIES 2085/2086 CONCEALED VERTICAL I EXIT DEVICE i • 3 • • DWG. NO.: W98-01 0 r,va L WINDOWS 8c DOORS 10100 northwest 25 street miami, flondo 33172 product : Series 450 Outswing Doors & Sidelites dote 10-20-97 sheet 1.4 of 7 [-EBILL" 0 F MATERIALS11 a HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL ITEM DESCRIPTION CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12-24 X 1/2" F.H. M.S. #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7'-6 3/4" HIGH) (4 PER PANEL OVER 7'-6 3/4") 2A 3/8-16 FULLY THREADED CONTINUOUS ROD 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED 2B 3/8-16 HEX NUT TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. 2C 1 112" X 1 1/2" X 3/16"THK. ALUMINUM PLATE M SHEAR CLIP (EXT. NO. 506) 13 SEE SHEET 1.2 FOR GLAZING OPTIONS ® DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 14 SILICONE GE-1200, DOW 995, DOW 899 6" FROM ENDS & 24" O.C. MAX. a 9/32" DIA.. HEAD & SILL INSTLL. HOLES AT _6" FROM ENDS, 3 ®CENTER OF PAIRS 17 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM SPACED 6" O.C. & 24" O.C. MAX. TAPE WITH ONE SIDE ADHESIVE f 67 #10 X 1" PH-PH-SS TEKS SCREW, @ 3" & 7" 18 PLASTIC WEEP BAFFLE FROM ENDS & 19-3/8" O.C. MAX. 19 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL #14 X 3/4" HEX HEAD S/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C. MAX. . . . . ...... .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) •••�•• • . .... .. .. ..... . . F 97 .350 HIGH FOAM-TITE WEATHERSEAL (AMESBURY # 32011) . .... .. ........ ...... .. ..:..' 10 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) EXT. = EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510;.312; •• 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. 10A CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM : .'. :...•, END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063—T5. �� •� ' (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. 10AA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780_ 10B REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. Cx' �rtts� 10C SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. �t t rho 01/1/[;. NO.: W98-01 10CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES D82410. St • 1 DD DOR-O—MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH ? t ' Engr. JAVAD .AHMAI) �, k FLA. PEAL7t7592 CONCEALED VERTICAL ROD SEE SHEET 1.4. cAa. 538 CAaL $' g � a l FOE JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD 2 � Ys aig $ wirvpowS ac oo0RS EXIT DEVICE SEE SHEET 1.4. 10100 northwest 25 street miomi, florido 33172 10F CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI ENO BOLTS AT ACTIVE LEAF g $ = = = = � � roduct : Series 450 Outswin Doors & Sidelites JU 9 2012 Q 9 AT TOP & BOTTOM WITH BALDWIN SERIES 8200 DEAD BOLT. ( ) date : 10-20-97 sheet 2 of 7 4. CGI -507 DOOR FRAME HEAD/SILL 4, CGI - 509 FRAME JAMB/MULLION CGI -510 SIDELITE MULLION .465 .075 ` �k-1.063 T-7 CGI -508 FRAME COVER 18 2 .931 I 1.873 .062 CGI -511 JAMB COVER r 1.102 1 1.918 .125 CGI -503 NARROW SIDELITE STILE [up 1.250 --I .656 CGI -505 ASTRAGAL .075 5A CGI -501 BOTTOM RAIL .750 4.852. .125 1.918 CGI -502 JAMB/LOCK/SIDELITE STILE 14 1.844 ---a► 4.813 3.122 CGI -500A TOP RAIL .188 500 CGI -540 4.000. .080 .125 - CGI -539 5.176 SADDLE THRESHOLDS .639 ro a q.7.065 .778 CGI -375 617 OD C3 .050 .754 CGI -39 T 52 I- 1.844 .125 CGI -514 HORIZONTAL MUNTIN � tiTi€uis�s Eng. JAVAD AHMAD � CIVIL FLA. PE # 70592 4 C.A.N. 3538 UN 9 � 2012 .652 00 080 N cq 754 -QGI-504 672 u 080 N .742 L CGI -519 DWG. NO.: W98-01 • CAva L WINDOWS 8c DOORS 10100 northwest 25 street miomi, ftorido 33172 product : Series 450 Outswing Doors & Sidelites date 10-20-97 sheet 2.1 of 7 • • • e • DWG. NO.: W98-01 • CAva L WINDOWS 8c DOORS 10100 northwest 25 street miomi, ftorido 33172 product : Series 450 Outswing Doors & Sidelites date 10-20-97 sheet 2.1 of 7 t Bolt Assembly Keyed Cylinder/Deo Assy. TOP SECT (BOTTOM 7 CGI CUSTOM 3 -POINT LOCK nection Vheel Bolt Housing I SMS Flushbolt t Bolt Tip I SMS Threader Rod #8x1/2"PH MS Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) f-1-2-1 Fiushbolts (Inactive Panel) Keyed Cylinder Deadbo Assemb Actual Arm REGENT 3 COMMERCIP ,tuator Arm t, Bolt Housing I SMS Bolt Ti I SMS 10 x 3/4" FH SMS Surface Mounted Activator ;��,• TOP SECTION SHOWN `••• •� • (BOTTOM SIMILAR)0000 00 0 .... .. .... . .. .... SURFACE MOUNT SLIDE BOLT ":": :`. "" WITH BALDWIN DEAD BOLT . . . .... % 0.0 • •... • .... 0 . «...M. DWG. NO.: W98-01 #12x11 FH SM Keepe Top Lock Assembly Batton Bolt Dor—O—Matic 1690 Jackson 20861 #8x z !A FH Strike Plate Top Guide w/trip release Top B Bottom Bolt 1 /4" SIS Bolt Guide — 1/2' Engr: 3AVAD AHMAD . CMI _ FLA. PE 70592 t g C.A.N. 3538 UN 2. 9 2012 SIg Jackson 20861 #8x z !A FH Strike Plate Top Guide w/trip release Top B Bottom Bolt 1 /4" SIS Bolt Guide — 1/2' --+■14ro rb=O ..a oc• DWG. NO.: W98-01 Soft AG L WINDOWS 4C DOORS 10100 northwest 25 street miami, florido 33172 i product Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 2.3 of 7 .. . .. 0 • 0000•• • •• 0••i • . 0000•• • • • ' ••0• • 0000 •• • • • 0000 • •• •••• 00.06• •• • 90•0 •00.0• • • - • • • .... . ••000• • . •••• . •0•• #10 x 1/2" FH MS --+■14ro rb=O ..a oc• DWG. NO.: W98-01 Soft AG L WINDOWS 4C DOORS 10100 northwest 25 street miami, florido 33172 i product Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 2.3 of 7 F5 1X4 PT WOOD SEE NOTE BELOW 1 SEALANT ----` Q v H-0 125 O I 1 tMNU L -t V.V. 41 i t (INTERMEOIAT ANC W t j (SEE HEET ) 1 3 KSI CONN E sem. I I � o 0 t � o Jtt JYitt I / 1 ^ W ' it a I` T00--1 OPTIONAL (INTO NSTALLATION 9 2X4 PT WOOD SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT r-- TYPICAL O O n 2A TYPICAL ZA TYPICAL PANEL ASSEMBLY _ I li I ,-,/4" FRAME WIDTH :...:. EMBEED : ••• • 0000 • w ASTRAGAL REOD. FOR- • • • • _ t - W x Lj in INTERIOR WATER RESISTANT pppgS.ONLY ; �•�� .n 10--- ---- -- • 0000•• • • • w 4.5fi2 9 .. 0000 • �• • . • • • - 0000 • .• 0000 Q0" 1 • • ry 0000 • •• • 0000 t1:•,•• •• • •• 0000 • TYPICAL 3 .125 N ,so ...... 1.250 • 0 In rl jj� 1X4 PT WOOD Engr: .'AV4D AHMAD CIVIL FLA P£ # 70592 W CD C.A.N. 3538 EXTERIOR ` ,. 509. 505 SHOWN ON ' • ..... r2X4PTOOD SHEETS 3, 4 AND 5 MAY BE DIRECTLY 51142B CON ETE EDGE 1ST. W ' 4 a TO MASONRY WITH 1/4" MAX. SHIM SPACE o TYPICAL PANEL ASSEMBLY , WITHOUT VARIATION 8EI-C 1-1 W „MIN 502 Zt�iZ 502:90 49 SQUARE GLAZING EMBED 1 :••• 2C TYPICAL PANEL ASSEMBLY 9 14 (SEE SHEET 1.2) h— i.250 4.562 502 504 TYPICAL JAMB ANCHORS o ' v 2X4 PT WOOD co 3 OR 6]1/4" Df A. ULTRACON ,,, 8 m ® 6" FROM ENDS AND Ln 19-3/8' O.C. FOR LOADS UPTO 70 PSF OPTIONAL INSTALLATION ACTIVE 125 14-1/2" O.C. FOR LOADS UPTO 110 PSF INTO 2X4 PT WOOD ACTIVE 12" O.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) INACTIVE .125 4.852 ' 375 - EXTERIOR d NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI Tr PANEL WIDTH OUT SWING DOOR 1/4" DIA. ULTRACON 1/4" MAX. TYPICAL MUST BE PROPERLY SECURED AND1.675 SHIM 1.250 - 1 J — 0 #12 SCREWS 509 EXTERIOR LOCK OPTIONS SEE SHEET 1.1 _ I li I ,-,/4" FRAME WIDTH :...:. EMBEED : ••• • 0000 • w ASTRAGAL REOD. FOR- • • • • _ t - W x Lj in INTERIOR WATER RESISTANT pppgS.ONLY ; �•�� .n 10--- ---- -- • 0000•• • • • w 4.5fi2 9 .. 0000 • �• • . • • • - 0000 • .• 0000 Q0" 1 • • ry 0000 • •• • 0000 t1:•,•• •• • •• 0000 • TYPICAL 3 .125 N ,so ...... 1.250 • 0 In rl (INTERMEDIATE ANCHORS) cu Oto jj� OPTIONAL Engr: .'AV4D AHMAD CIVIL FLA P£ # 70592 W CD C.A.N. 3538 EXTERIOR ,. 6$e 505 SHOWN ON ' • ..... SHEETS 3, 4 AND 5 MAY BE DIRECTLY CON ETE EDGE 1ST. W ' 4 a TO MASONRY WITH 1/4" MAX. SHIM SPACE o , WITHOUT VARIATION IN CAPACITY. - a UIV 502 Zt�iZ 502:90 49 SQUARE GLAZING :••• (SEE SHEET 1.2) h— i.250 wo 4 v 2X4 PT WOOD Ln OPTIONAL INSTALLATION INTO 2X4 PT WOOD ACTIVE INACTIVE NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI OUT SWING DOOR TYPICAL MUST BE PROPERLY SECURED AND1.675 505 #12 SCREWS MUST SUSTAIN LOADS IMPOSED EXTERIOR LOCK OPTIONS SEE SHEET 1.1 3/ END BY GLAZING SYSTEM. 2.082 1/4" DIA. ULTRACON 1.844 t� ® 6" FROM ENDS � i�:r wa DWG. NO.: W98—Q AND 24" O.C. �`illlerMvf4a (INTERMEDIATE ANCHORS) cu Oto jj� 17-7 Engr: .'AV4D AHMAD CIVIL FLA P£ # 70592 C.A.N. 3538 NOTE: ,. ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY CON ETE EDGE 1ST. W ' 4 a TO MASONRY WITH 1/4" MAX. SHIM SPACE o , WITHOUT VARIATION IN CAPACITY. - a UIV Zt�iZ 1:,wD L WINDOWS ac OOOFRS 10100 northwest 25 street miomi, floridn 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 3 of 7 THIS SILL IS NOT RATED FOR WATER SS1 ADA SADDLE EXTERIOR SWEEP I i i .500 /- 502 ODOR PANEL WIDTH DOOR FRAME WIDTH MULLION 11 K�:-7 RESIDENTIAL SADDLE t — 4" WIDE SADDLE THRESHOLD EXTERIOR ,,,-540 — 1/4" DIA. ULTRACON Q 6" FROM ENDS & 24" 0. C. .750 3 Sl CONCRETE �-' .125 r O LO 1X4 PT WOOD - REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS t� w" #W m --5. 6 Engr. JAVA LAHMAD / .080 FtJl. PE # 70522 C.A.N. 3538 -MEI 125 a 3 KS1 ONCR TE Q d �YyNcl o o p $ JINN 2 21 Ll SHIM i /4" MIN. EMBED ••i16. • . 1/4" DIA. ULTRACON 0 6" FROM ENDS & •. 19-3/8" O.C. AT INTERMEDIATE ANCHORS _ SEE SHEET 6 3.278 1.844 ••i16. • . •. 03 •0 DWG. NO.: W98-01 AG L wlrl 0c3wS Bc MOORS 10100 northwest 25 street miomi, florid0 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 4 of 7 511 511 MULLION TYPE 1 WIDE STILE -WIDE STILE o "' ,III 502 I 1.918 6 --1 .675 - ,-.- 4.812 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 2 WIDE STILE -NARROW STILE 502 --1.675 �- ,0 4.812 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE -NARROW STILE I____ ! 503--- 502 r-.125 eTT _j .675 4.812 SS -Q SEALANT EXTERIOR SIDELITE PANEL WIDTH E0W, 11' 1�_ A 511 511 01-1mm •' �lam2 .- 1.918 675 1x- 1.062 EXTERIOR SS -0 SIDELITE PANEL WIDTH DS -0 511 511 LO o � 7 I- _ / i " 1 _,--503 1.918 EXTERIOR 25 SIDELITE PANEL WIDTH ' 1.062 SIDELITE PANEL WIDTH SS -0 PANEL WIDTH 11 PANEL WIDTH I PANEL WIDTH 11 PANEL WIDTH WIDTH (W) = DOOR PANEL + FIXED PANEL 2 MULLION PERFORMANCE DESIGN LOAD CAPACITY CHART - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (W) HEIGHT J INT.(-) \ INT.(-) EXT.(+) INT.(-) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 J 100.0 110.0 1 100.0 110.0 - - \ 1/6 2/0 2/6 3/0 3/6 7/0 100.0 110.0 J 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - 100.0 110.0 - - - - J 7/6 100.0 110.0 100.0 1 110.0 100.0 110.0 100.0 110.0 100.0 1 110.0 70.0 70.0 100.0 110.0 100.0 1 110.0 - - 100.0 110.0 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 1 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 1 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 Soo"* - 100.0 110.0 100 • 0.100.4 • -• - • • 98.9 98.9 s• • • . -41s• • • • 70.0 70.0 �• • • • - • a • 1/6 2/0 2/6 3/0 \ J 110.0 iW." • •110.0•400•.0• 118.0 \ 98.1 98.1 72.20. • 70.0 • - • -• J 1/6 2/0 2/6 3/0 9 6 / 70.0 70.0 \ •70.0 J 1198 • 70.0 70.0 7 .0 70.0 - ! ••• • 70.0 70.0 -• • • _ • • • • • 70.0 70.0 - - - 1/6 2/0 2/6 3/0 \ J 70.0 70.0 70.0 70.0 70.0 \ 70.0 70.0 1 - - - - J PANEL WIDTH 11 PANEL WIDTH I PANEL WIDTH 11 PANEL WIDTH WIDTH (W) = DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Iite(it VT PAVW" ,. **b d* s� Engr. JAV D AHMAD bui CML �FL4. PE # 70592 , �/ If C.A.N. 353& rJ292012 d o Iir3 N ry DWG. NO.: W98-01 I 0 C- Awa L WINDOWS 8c DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 5 of 7 MULLION PERFORMANCE DESIGN LOAD CAPACITY CHART - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (W) HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 1 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 1/6 2/0 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 1 110.0 100.0 110.0 100.0 110.0 100.0 1 110.0 70.0 70.0 100.0 110.0 100.0 1 110.0 - - 100.0 110.0 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 1 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 1 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 Soo"* - 100.0 110.0 100 • 0.100.4 • -• - • • 98.9 98.9 s• • • . -41s• • • • 70.0 70.0 �• • • • - • a • 1/6 2/0 2/6 3/0 9/0 100.0 110.0 iW." • •110.0•400•.0• 118.0 100.0 110.0 10010• • 104.1 • - • 98.1 98.1 72.20. • 70.0 • - • -• 82.9 82.9 - - • 1/6 2/0 2/6 3/0 9 6 / 70.0 70.0 7 .0 •70.0 100.0 1198 • 70.0 70.0 7 .0 70.0 - ! ••• • 70.0 70.0 -• • • _ • • • • • 70.0 70.0 - - - 1/6 2/0 2/6 3/0 10/0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 - - 70.0 70.0 1 - - - - 59.9 59.9 - - - - REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS Iite(it VT PAVW" ,. **b d* s� Engr. JAV D AHMAD bui CML �FL4. PE # 70592 , �/ If C.A.N. 353& rJ292012 d o Iir3 N ry DWG. NO.: W98-01 I 0 C- Awa L WINDOWS 8c DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 5 of 7 PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDELITES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS, GLASS TYPE 'A' 7/18" COMPOSITE PANELS 1" COMPOSITE PANELS GLASS TYPE 'Al' GLASS 'B' TYPES & 'Bl' NOM, PANEL WIDTH NOM. PANEL HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. t+) INT. <-) 2/0 2/6" 3/0 3/6 6�8 1 100.0 110.0 70.0 70.0 90.0 90.0 )37 3 !)t C ' 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/6 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 105.0 105.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.6 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70.0 70.0 70.0 70.0 r - - 2/0 2/6 3/0 3/6 1 8/6 100.0 110.0 70.0 x 70.0 x - - 100.0 110.0 70.0 70.0 x - - 100.0 110.0 70.0 70.0 x - - 70.0 70.0 70,0 YA 70.0 m - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 M 70.0 m - - 100.0 110.0 70.0 m 70.0 • - - 100.0 110.0 70.0 m 70.0 w - - 2/0 2/6 3/0 1 9/6 70,0 70.0 70.0 m 1 70.0 * - - 70.0 70.0 70.0 x 70.0 x - - 70.0 70.0 70.0 - 70.0 9 - - 2/0 2/6 3/0 10/070.0 70.0 70.0 70.0 r 70.0 'K - - 70.0 70.0 w 70.0 x - - 70A 70,0 70.0 * 70.0 - - LOADS HOWN AS VE ARE FOR DOORS USING THRESHOLDS (0 IN ANY CONDITION AND SSI & SS WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN. NS& m O m x x W OUTS .N..G S51 OUTSWING (SADDLE) N 539 RESIDENTIAL (SADDLE) I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR/SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. En9r: JAVAO AHMAD 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. CIML FLA, PE:§a 70592 4. CHECK THE ALLOWABLE ' EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. C.A.N. 3538 THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR JUN 2,9 2012 THE ENTIRE SYSTEM. 4 itei�� he1R�eK l o U o i rn Z J Sol G Q IL 4 � N 4: O o OW O 08 a � M a&>M8 0 1 A Q CO � O 4 W�LL a ILI W .1zMg 4 zw zz F LaJ i w � i M N N S C, U) � W y ~ 44 • d a • 004 • Nul U1 •1 O ) •M r� �\\ z o z z' • d •.2 I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR/SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. En9r: JAVAO AHMAD 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. CIML FLA, PE:§a 70592 4. CHECK THE ALLOWABLE ' EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. C.A.N. 3538 THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR JUN 2,9 2012 THE ENTIRE SYSTEM. 4 itei�� he1R�eK l o U o i rn Z J Sol G Q IL 4 � N 4: O o OW O 08 a � M a&>M8 0 1 A Q CO � O 4 W�LL a ILI W .1zMg 4 zw zz F rn i n � N o O y 'O m d 5 drawing no. W98-01 sheet 6 of 7 LaJ N w � i M N N C, U) X L5M Q LiC-4 • d • 004 • Nul U1 •1 O ) •M r� o z z' • d •.2 rn i n � N o O y 'O m d 5 drawing no. W98-01 sheet 6 of 7 x Y c s I 6" 2424"� i 1 I - i `o y 0 Q m / / / / / / / / / PANEL WIDTH SINGLE DOOR OR SIDELITE 6" 24" MAX. PANEL W 6" , 24" MULLION ANCHORS AT SIDEUTE MTG. STILE C ANCHORS / / / / \ TH MTG. STILE ANCHORS / / / / / / / / / / \ Y MIN. TYP. ANCHOR SPACING MULLION ANCHORS AT SIDELITES STILE ANCHORS AT DOUBLE DOORS \ ` \ DESIGN LOAD CAPACTY-PSF /. NOMINAL OMINAL DIMS. TYPE 'C' AT TYPE 'H' TYPE 'C' AT S-0 TYPE 'C' PANEL WIDTH \ CLUSTER OF 3 ANCHORS CLUSTER OF CLUSTER OF 14 ANCHORS 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS d 100.3 a= / 110.0 rnN 2/6 110.0 81.1 110.0 110.0 110.0 / / 3/0 6/8 PANEL WIDTH I PANEL WIDTH DOUBLE DOOR CLUSTER OF ANCHORS 3, 4, 5 OR 6 (3) 2 AT SIDELITE 1 AT DOOR (5) 3 AT SIDELITE 2 AT DOOR SEE CHART FOR CAPACITY 3" MIN. TYP. WCHOR SPACING ANCHORS: TYPE 'B'- 114" DIA. ULTf2ACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MULLION ANCHORS AT SIDELITES STILE ANCHORS AT DOUBLE DOORS \ ` S_ DESIGN LOAD CAPACTY-PSF /. NOMINAL OMINAL DIMS. TYPE 'C' AT TYPE 'H' TYPE 'C' AT S-0 TYPE 'C' PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF CLUSTER OF 14 ANCHORS 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 100.3 110.0 110.0 110.0 110.0 2/6 110.0 81.1 110.0 110.0 110.0 110.0 3/0 6/8 68.0 90.7 110.0 110.0 110.0 3/6 110.0 58.6 78.1 110.0 101.3 110.0 2/0 2/6 67.1 95.6 110.0 110.0 110.0 110.0 77,2 103.0 110.0 110.0 110.0 3/0 7/0 64,8 86.4 110.0 110.0 110.0 3/6 110.0 55,8 74.4 110,0 96.5 110.0 2/0 110.0 89.3 110.0 110.0 110.0 110.0 2/6 110.0 72.1 96.2 110.0 110.0 110.0 3/0 3/6 7/6 60.5 80.7 110.0 104.6 110.0 52.1 69.5 104.3 90.1 110.0 2/0 110.0 83.7 111.6 110.0 110.0 110.0 2/6 110.0 67.7 90.2 110.0 110.0 110.0 3/0 3/6 8/0 56.8 1 75.7 110.0 98.1 110.0 48.9 65.2 97.8 84.5 107.8 2/0 8/6 78.8 105.1 110.0 110.0 110.0 2/6 110.0 63.7 84.9 110.0 110.0 110.0 3/0 3/6 6/6 53.5 71.3 106.9 92.4 110.0 46.0 61.4 92.1 79.6 101.5 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 50.5 67.3 110.0 87.3 110.0 2/0 •••}i6,� 70.6 1 94.1 110.0 110.0 110.0 2/6 9/6 57.0 76.1 110.0 98.6 110.0 3/0 ' •11G.0 47,9 63.8 95.7 82.7 105.6 2/0 •11 al 67.1 89.4 110.0 110.0 110.0 2/6 3/0 10/0 54.2 72.3 108.4 93.7 110.0 45.5 1 60.6 1 91.0 78.6 100.3 ANCHORS: TYPE 'B'- 114" DIA. ULTf2ACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CMRA ANCHORS TO BE AT 6" FROM CORNERS MAX, SPACING 24" Q.C. AT HEAD & SILL. MTG. STILE ANCHORS AT DOUBLE DOORS \ ` S_ DESIGN LOAD CAPACTY-PSF /. NOMINAL DIMS. TYPE 'H' & TYPE 'C' AT SSI SILL TYPE 'C' AT S-0 & SS2 SILL PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF CLUSTER OF .3 ANCHORS 4 ANCHORS 2/0 2/66/8 3/0 105.7 110.0 110.0 110.0 110.0 84.5 110.0 110.0 110.0 110.0 70.4 93.9 110.0 110.0 110.0 3/6 60.4 80.5 110.0 110.0 110.0 2/0 2/6 �' 100.7 110.0 110.0 110.0 110.0 80.5 107.4 110.0 110.0 110.0 3/0 7/0 67.1 89.5 110.0 110.0 110.0 3/6 oo 57.5 76.7 110.0 108.0 110.0 2/0 Ip 04 94.0 110.0 110.0 110.0 110.0 2/6 o a 75.2 100.3 110.0 110.0 110.0 3/0 7/6 62.7 83.6 110.0 110.0 110.0 3/6 1 53.7 71.6 107.4 100.9 110.0 2/0 Z7 88.2 110.0 110.0 110.0 110.0 2/6 drowing no. 70.5 94.1 110.0 110.0 110.0 3/0 8/0 58.8 78.4 110.0 110.0 1 110.0 3/6 50.4 67.2 100.8 94.6 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 110.0 110.0 110.0 66.4 88.6 110.0 110.0 110.0 55.4 73.8 110.0 103.9 110.0 47.4 63.3 94.9 89.1 110.0 2/0 2/6 9/0 78.5 104.6 110.0 110.0 110.0 623 83.7 110.0 110.0 • 110 3/0 1 52.3 69.7 104,6 98.2 •••1019.0 2/0 74.4 99.1 110.0 110.0 •••}i6,� 2/6 9/6 59.5 79.3 110.0 110.0 • •1M 6. 3/0 49.6 66.1 99.1 93.1 ' •11G.0 2/0 2/6 10/0 70.7 94,2 110.0 110.0 •11 al 56.5 75.4 110.0 106.1 110.0 3/0 47.1 62.8 94.2 88.4 rl0.1 TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CMRA ANCHORS TO BE AT 6" FROM CORNERS MAX, SPACING 24" Q.C. AT HEAD & SILL. U O 1.10 rn Z �� 01- 0 �4 a a o e ad M O er G M � 0: 8 Q fl Q 0 .aip Ix U) 0 N 0 oc3� g 2� Q wl1� f w cv J w � � M t toQ &n M LAJ .v b w Q ••}. • •t9 I/1 • c%j me �i y �� w • F- �• 4 • Z ZJ•r•1P� u •. • w O Me-" • tr C7 p Q w U 2 We •• • o • O STEPS TO USE CHARTS:§Is 1-1/2' MIN. PENETRATION INTO WOOD \ ` S_ THRU 1 B WOOD BUCKS INTO CONCRETE AT HEAD /. / a 1-1/4- MIN. EMBED INTO CONC. OR MASONRY / % DIRECTLY INTO CONCRETE 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY / / v a w 9 EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN. MEET OR EXCEED DESIGN WIND LOAD o INTO WOOD STRUCTURE = I" MIN. TYPE 'C'- 114" DIA, ULTRACON BY_ TELCO' (Fu -177 KSI, Fy-155 KSI) REQUIREMENT DETERMINE IN STEP 1 �' DIRECTLY INTO CONCRETE AT HEAD OR SILL = 1-3/4" MIN. EMBED INTO CONC. IEL WIDTH PANEL WIDTH EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. twasaw iwv*w oo •. CONCRETE f'c = 3000 PSI MIN. Engr: JAVAD AHMAD C-90 HOLLOW/FILLED BLOCK fm = 2000 PSI MIN. U O 1.10 rn Z �� 01- 0 �4 a a o e ad M O er G M � 0: 8 Q fl Q 0 .aip Ix U) 0 N 0 oc3� g 2� Q wl1� f w cv J w � � M t toQ &n M LAJ .v b w Q ••}. • •t9 I/1 • c%j me �i y �� w • F- �• 4 • Z ZJ•r•1P� u •. • w O Me-" • tr C7 p Q w U 2 We •• • o • O STEPS TO USE CHARTS:§Is 999 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST v -_ MEET OR EXCEED DESIGN WIND LOAD o REQUIREMENT DETERMINE IN STEP 1 �' = OF SHEET 6. twasaw iwv*w oo •. Engr: JAVAD AHMAD w� Ip 04 j CIVIL FCA P€ # =0592 K �N l2 67,o ll 3 o a = a C.A.N. 35.+8. �'�MM� IMI►Ie�}�//'��-1 '^ UU� Y V Z7 N b drowing no. a �� 2092 W98-01 sheet 7 of 7 / EWS END 1004J RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION X12 SCREWS 3/ END iuo STD. SILL CORNER DETAIL UU O i #12 SCREWS o0 rn 2/ LEG Z ti i O FW d N a O: M 0 OW xx G S 09 is 01c N 19W 50 rL. LL. ,0 i a u ej m LLJ 04 Im J 9 LLL I O M N rn N S 1 ,^n ADA SILL CORNER DETAILfn 0 0 L cr N • '�' d #12 k V) tco" 2/ LEG •••••• ® o 3�, On z z '• n • 00* • • • 3:` ••• • Cp•2 L;. • • • C-) , 2 X 2 X 1/4" ++� • •• ••0 •• ALUM ANGLE —\ • •• • • 04 4 04 �. EXTERIOR ` ''�'J� 0 o iln CDN INTERIOR ° a ADA SILL ® MULLION00 ._ Engn JAVAD AHMADcI n �>�4� iifiVl CKIL a iY wNl Me lleoat FW. WE # 70592 1 C.A.N. 3538 O 21 � �2�7i✓ .d3 a ° � .Yc drawing no. W98-01 N 2012 sheet 7.1of 7