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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: RECEIPT: 4i _ _ I PERMIT NUMBER: -' PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED ;. BY (772) 462-1553 ��. APPLICATION FOR REPLACEMENT OF Lucie County WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE � DOORS 1. LOCATION/SITE ADDRESS: u I ZO (0 N ".ke.s C/.'." ,L iL a 2. PARCEL ID NUMBER: jiKZ3 - 1 Vy 8 - 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �'`O�SCA Z\ w►•tea-.,s t"* ^P��-T� l ..1 � Z o�t•�r.: 5 '�' S� Rc "^ ld SS � au 2 y—�'-o o.c'ri 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name.% Moro s^��` Csb (jV FL Reg/Cert #: e R C 0 S 8 o I 1 Address: —A?o Pd.9 9b 611-3,&I iAr S. AIA- County Cert #: //�� o Sy 3 City: 5r�� 4A—?Or';' State: Business Name: &t-C,*, A%'"'"i3 $LA'w Q e Zip: Phone: 77Z- %SS 7fS1 Phone Number: '772 - Zf31 ' (G H 4 ko Email: Email: bY►A. @Qy145h koi-4 AL # [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ Z$! N 3 3 OWNER'S AFFIDAVIT: I certify that all of the information contair compliance with all applicable laws regul PRINT OWNER OR CONTRACTOR/QUAALIFIER NAME 1 STATE OF FLORIDA, COUNTY OF � `+ `r t'.f— ACKNOWLEDGED BEFORE ME THIS Z-9'H- DAY OF 16 FEES DUE: 4%*60 application is correct and that all work will be done in tluction and zonirfiz. TURE OF O' lZ ,BY WHO I PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED . ,P i % P SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER CONTRACTOR/QUALIFIER AS KENNETH R. KING ay, commISSION # D0 803187 EXPIRES: November 3, 20T Bonded 7hru Notery Public UndaWters NOTICE TO OWNER: 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. #11 - (1) SGD 670 190 x 96 .(Has our ACC'S) #12 (2) Pw701 mulled together, each 58 x 43 #13 - (2) Pw701 mulled together, each 58 x 43 Engineering -.AR 701 _ + 60 Pw 701 CA +- 9 (o - CA 640 1 S GD 6=t W Mull 1x2x.650 + vp - Mull 45 degree- Bid Proposal 3, 3E Gran Park Way * Stuart, FL 34997 1 - e: 772.287.6476 Fax: 772.287.9740 Bid Date: 5/5/2012 www.gulfshutters.com ALUMINUM&SNUU717CORP. License #: CRC058017 Prepared For: i Bid Information Name ANDREW W&W DESIGNS ! Bid Type(HOME OWNER __ . ._ _ _ _ .. - ..Subdiv sion HARBOUR RIDGE - Job NarneIWEIR RES. Job Address 1206 WINTERS CREEK { Installed! Phones Cellular (772) 486-6703 City -State -Zip PALM CITY, FL 34990 - - - - ---- -- --- -- - - (561) 776-5656 Dafney Sales Person KENNY KING Opening Finish j0PG#j Type I Style Width I Height Width Height Bid Item Description 1 ;WIN ;Picture Window 23 35 23 I 35 PGT-Picture Window; FrMat: Alum AR701-AR701 Impact; FrType: Flange 2 WIN ;Casement Window i 60 60 60 60 PGT Casement Window; FrMat: Alum CA740-CA740 Impact; FrType: Fla 2.1 .WIN Picture Window ' 60 30 60 30 PGT Picture Window; FrMat Alum AR701 AR701 Impact; Colonial: DAC ._-_ 3 -_.-... WIN I__ .__.. . _ _. _ . _..._ I (Casement Window ; _ 24 - ....-.. . 60 ....._ 24 ..__-.. 60 ----- __. _. _..._- _ ....._ .-....... - - --- -- ...._._ ._ .. __ . i PGT-Casement Window; FrMat: Alum CA740-CA740 Impact; FrType: Fla 4 WIN !Casement Window " 24 60 24 60 PGT-Casement Window; FrMat: Alum CA740-CA740 Impact; FrType: Fla 5 :WIN Casement Window 60 ! 60 60 t I 60 IPGT_Casement Window; FrMat: Alum CA740-CA740 Impact; FrType: Fla ' 6 WIN Picture Window 24 100 24 100 PGT-Picture Window; FrMat: Alum PW701-PW701 Impact; FrType: Flang 6.1 WIN (Picture Window 24 100 24 J 100 PGT-Picture Window; FrMat: Alum PW701-PW701 Impact; FrType: Flang 6.2 ,— - ;WIN ;Picture Window 100 24 100 IPGT-Picture Window; FrMat: Alum PW701-PW701 Impact; FrType: Flang 6.3 WIN Picture Window —24 72 ; 20 72 20 PGT-Picture Window; FrMat: Alum PW701-PW701 Impact; FrType: Flang ' 6.4 ;WIN ;Picture Window 72 36 72 36 PGT-Picture Window; FrMat: Alum AR701-AR701 Impact; Colonial: DAC 7 (WIN !Casement Window: 24 72 _ 24 72 PGT-Casement Window; FrMat: Alum CA740-CA740 Impact; FrType: Fla ; a WIN !Casement Window 60 ,i 72 60 72 IPGT-Casement Window; FrMat: Alum CA740-CA740 Impact; FrType: Fla - 9 .—.._ WIN ! -- -- ------ � 'Casement Window --- 24 i -- -- 72 - -- 24 .._ 72 _ .. F- ----- -- -- - - - - -- - -- - - - --------- ------ -- - • IPGT Casement Window FrMat: Alum CA740 CA740 Impact; FrType: Fla C 10 'WIN Casement Window; 37 I 70 37 1 37 j 70 IPGT-Casement 70 jPGT-Casement Window; FrMat: Alum CA640-CA640 Non -Imp; FrType: FI Window; FrMat: Alum CA640-CA640 Non -Imp; FrType: FI 10.1 :WIN !Casement Window . 37 ! 70 F 10.2 WIN 'Casement Window' 37 1 70 37 ; 70 IPGT-Casement Window; FrMat: Alum CA640-CA640 Non -Imp; FrType: FI 11 'WIN ;Sliding Glass Door ! 190 ( 96 190 96 IPGTIPGT S it dit ding Glass Doors; FrMat: Alum SGD670-SGD670 Non -Imp; FrCol , 12 WIN ;Picture Window 60 1 42 60 42 PGT-Picture Window; FrMat: Alum PW701-PW701 Impact; FrType: Flang ! 12.1 ;WIN !Picture Window 60 1 42 60 1 42 PGT-Picture Window; FrMat: Alum PW701-PW701 Impact; FrType: Flang 13 :WIN 'Picture Window 60 I 42 60 42 IPGT-Picture Window; FrMat: Alum PW701-PW701 Impact; FrType: Flang 13.1 'WIN !Picture Window 60 42 60 42 PGT-Picture Window; FrMat: Alum PW701-PW701 Impact; FrType: Flang 3001 S.E. GRAN PARK WAY * STUART, FL 34997 * Phone: 772-287-6476 * Fax: 772-287-9740 * e-mail: info@gulfshutters.com OpG T Finish ype Style W i Height width Height G9m Description -- ----—•--� _---- _ Custom Features - QtyDes_crlptlon - -M-- -•� �•�'.,..�•._�_-----------•--____._.__.._._...........—....._ .Z 2nd Floor Opening _.._..._.___.. ---_............_._...__• ---------- _.._._..__......__..____._._---._.._._.._._.---...__.._._...... 1 Permit ..;CBS KNI=E IJVALL 26" #i0-- •---__- -._. _........_._.._..._._._._... ........ . _._.._..- -- -- -- --..... ......... --................... ..... .. 9 ^ `:Install Sliding Glass Doors (4-Panel) _ .__._..................• ............... __. .. ,� _. _ ......_. _�.---•--------_--._..__.._._.__.__.__._.__. _.! '• 15.5 ;Install Replace Window (impact of Reg) (I -Pane) _. 74 :Mullions _ ... _ __ ,.. , .......__._... ----.._•__._......,._,........... -.,.._............ ,.,,...w....-.,... •._ .w................... •..._...,..a Total Bid Amount $28,433.00 Deposit ro% 514,000.00 Balance On Completion $14.433.�0 crfve KFAA o AIMAFitl' .14TARML• AMP 1.AVQn ' It is oudetnloml that there are no verbal agrrrlrtrnts And aB Ite&I$ di;rafxd vreravered.br tbii rrrllte7l wnlmct This is a proposal until signed by sitofncer of Thiscorporationof -fetch dome lr beeo010 ap aceulW eoatract. Acesplanee by owner mug be within 30 dxya•of proposal data lltevr may cancel tits coutmet witbla 3 *addag days afteralgn.,4& \o cbalTo in aneJtauremtAkr,.ill be avowed escept of prices otarually &Brea! upon, At the Boat am ebangta afe mud6 Any physical or verbalebangq utter yjgoing mu;l be ■pprovad;A ulAsl.v by bwb parties. All ograngepra sin c9a0rytent upon-unrikm lookouts, aetidonts. %4* dfCm1, wathee. fire. carrier delays, detayor bilare to receive raw matcrilli dellvellc%or by atitrrcaraao. Rttelber efUke or diRenmt nature beyvad.ovr control Owaer to carry rare, tornkdo and other aaacwry ipsorvaec qoe Workers a.e toUy covered bsr Werin&ao'sGomtrrasalfuA Insalasce All marcrint h properly oiGA41rtaa, until f,ql psymeat and can loo.minoved 1rnul paid. Electric— Buyer &grto tbat any necessary eleetdevl connections Will 1101112416 ebo elosmt source of prtwe6 Any ebnagm at varintivns gill he an adAltwoal charge. Interest: 9Mcr atirees to pay I YM- par month lnterc" ebArV on sny nnpatd balancer. Costs of Collection . Buyer agrees to be rrapernible for selierh attorno," a few (both fr4al and appesl) sad nil 91110 enS13 pf calka W In the event foil payment as oud;ard btreio is not mgrfe witbin 10 days of lba complettoa of theweek ouniattl hereip. ArcepinoteofPropteml.lheabove prlcaAtpeelflcafiA% and eoadifioasart aulrfaeloryand;herehyaeeepltvi'nnarrmatbariradtado.rherrorkasrpaciGrd (anrellatioapev 20ss of cUroracl amonuL Payment wvl tic prude nt budined above. NIM911111 Only C.usfomen - Yyfy(re regpunsible for 7nur nw& meaaurameals. (%WAI h s belyttl Signature; LxVt!_i'Gt/4 Date Of Acceptance: ���^7'._1 �Tltank r.01'-W Signature: Agent: file opportunity io be of Service /lle0� L°ora,ale f{� a��Ove "j L4 1 7. 6 3001 S.E. GRAN PARK WAY • STUART, FL 34997 • Phone: 772,287.6476 - Fax: 7 2 287.9740 6 e-mail: lnl`o@guH9hutters.com Cmr so APIA 409,0 ALUMINUM & SHUTTER CORP. Do It Once. Do It Right. Since 1979 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 FAX (772) 287.9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET Page �_ of 3— Key Storm Panels - SP Rollups - RU Accordions - AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Special Instructions: 21 d G !A) I N -AVS 0 x Signature Date Salesperson Date Florida Building Code Online Page 1 of 3 Florida Department Busines 3rofessi real Regulation ProfessionalRegulation BCIS Home I Log.In I User Registration j Hot Topics .! Submit Surcharge { Stats & Facts Publications FBC Staff i BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL330-R8 Application Type Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be_ reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Jens Rosowskl jrosowskf@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis,.FL 34275 (941)486-0100 Ext21140 jrosowski@pgtlndustries.com C ws ent Certification Mark or Listing Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Ke stone Certifications Inc y r Steven M. Ur1ch, PE W— Validation Checklist - Hardcopy Received , Standard. AAMA 506 AAMA/WDMA/CSA 101/IS2/A440 AAMA/WDMA/CSA 101/IS2/A440 ANSI/AAMA/WDMA 101/IS2 ASTM E 1886 ASTM E 1996 Year 2008 2005 2008 1997 2005 2002 Florida Licensed Professional Engineer or Architect FL330 R8 Equiv 1996-05 to 02 Eguiv.pdf http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvkttk4btoKhrsK... 6/5/2012 Florida Building Code Online, " - Page 2 of 3 A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 01/26/2012 02/05/2012 02/16/2012 Summary of Products FL # Model, Number or Name IlDescription 330.1 JFCA - 440 Vinyl Casement Window Limits .of Use Certification Agency Certificate Approved for use in HVHZ: No FL330 R8 C CAC 190-797.1CAR.pdf Approved for use outside HVHZ: Yes FL330 R8 C CAC 190-797CARpdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 10/28/2015 Other: Please see the Installation Instructions for Installation Instructions design pressure, size and anchorage Information. FL330 R8 II CA-440.pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL330 R8 AE Prod Eval-CA-440.odf Created by Independent Third Party: No 330.2 CA - 540 WlnGuard Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL330 R8 C CAC 190-271ICAR.pdf Approved for use outside HVHZ: Yes FL330 R8 C CAC 190-797.1CAR.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 10/28/2015 Other: Please see the Installation Instructions for Installation Instructions design pressure, size and anchorage information. FL330 R8 II CA-540.1)df Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL330 R8 AE Prod Eval-CA 540.pdf Created by Independent Third Party: No 330.3 CA - 640 Aluminum Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL330 R8 C CAC 190-438.pdf Approved for use outside HVHZ: Yes FL330 R8'C CAC 190-489.6df . Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 02/25/2013 Other: Please see the Installation Instructions for Installation Instructions design pressure, size and anchorage Information. FL330 R8 II CA-640.pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL330 R8 AE Prod Eval-CA 640.pdf Created by Independent Third Party: No 330.4 CA-2740 PremlerVue Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL330 R8 C CAC 190-248ICAR.pdf Approved for use outside HVHZ: Yes FL330 R8 C CAC 190455CAR.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 05/30/2014 Other: Please see the Installation Instructions for Installation Instructions design pressure, size and anchorage Information. FL330 R8 II CA-2740.pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL330 R8 AE Prod Eval-CA 2740.pdf Created by Independent Third Party: No 330.5 CA-2840 PremlerVue Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL330 R8 C CAC Certification - 2840.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/28/2013 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvkttk4btoKhrsK... 6/5/2012 Florida Building Code Online( ; Page 3 of 3 Design Pressure: N/A Other: Please see the Installation Instructions for iesign pressure, size and anchorage Information. Ilation Instructions tL33U Kt1 11 L-A-Lif4U.DUi Verified By: A, Lynn Miller, P:E. 58705 Created by Independent Third Party: No Evaluation Reports FL330 R8 AE Prod Eva] -CA 2840.odf Created by Independent Third Party: No tvezt Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement ::.Accessibility Statement :: Refund. Statement Under Florida law, e-mail addresses are public'records. If you do not want your e-mail addressreleased in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions -regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbpr.state.fl.us. Product Approval Accepts: ®® IN M tiRTv. etftrt `securitwil:-fRI(�1[CURED fx w.t .d by vo isign http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvkttk4btoKhrsK... 6/5/2012 GENERALNOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1 P2" THICK. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1-117 THICK OR GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE' DONE BY OTHERS. 3) SEE TABLES FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM E1300-04. 8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. TABLE 1: AS TESTED 38" MAX. _ _ TIP -TO -TIP _ 37" MAX. BUCK / 4" MAX. i 3" \ MAX. \ \ j \ 13" \\ MAX. O.C. \\ 14-11/�AX. O.C. FLANGE FRAME. X TABLE 2: ANCHORS FOR FLANGE WINDOWS ANCHOR LOCATIONS A SPACING MAX. 37" MAX. BUCK MAX. TIP -TO -TIP / 76" 5-1/4" \ MAX. MAX. O.C. \\\ BUCK \\\ I III 4" MAX. Anchor Substrate Min. Edge Distance Min. Embedment #12 Steel Screw (135) P.T. Soulhem Pine (SG = .55) 1 9/16- 14W Aluminum, 6D63-T5 min. 318" 118" Steel Stud, Gr. 33 min. 3/8' 0.0346 (20 ga) A36 Steel 31W 118" 1/4" 410 SS CreteFlex P.T. Southern Pine (SG = .55) 1" 1.3/8" dOnCrele (min. 3.35 ksi) 1" 1-314" Ungrouted CMU, (ASTM C.90) 1-314" 1-1/4" 114" Steel Ultracon Pine (SG = .55) 1" 1-3/8' Concrete (min. - Ungrouted CMU, (ASTM C-90) 1 1-114' • -- ",.,... w".., m, ca. u�,vcrr CMntnNtnl SH/LLL BE MIN.3 THREADS BEYOND INSt0E FACE OF MATERIAL Window Buck Size Design Pressure (+) Psf 44gs( ICertification I Numbers Width ei ht Conflg. 37" 76" 62" X 19,75 j 75 190.438 X 60 60 19DA89 74" 62" XX 60 1 60 1 190-489 UUMI IrMIJ t-UK K1-UUUtu GLASS ATLOWER DESIGN PRESSURES. 76" MAX. BUCK 5-1/4" MAX. O.C. 5-1/8" MAX. �-- FIN FRAME. X TABLE 3: ANCHORS FOR FIN WINDOWS Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Box Nail P.T. Soulhem Pine (SG = .55) 5116" 1-7/16" 2-1/2" x .131" Common Nail P.T. Southern Pine (SG = .55) 318" 2-7/16" 2-1/2" x .145' Roofing Nail P.T. Southern Pine (SG = .55) 3/8' 2-7/16" #10 Steel SMS P.T. Southern Pine (SG = .55) 112" 1-318" Aluminum, 6063-TS min. 318' 1/8' Steel Slud, Gr. 33 min. 318' 0.036 A36SIeel 3/8' 1/a" ,...,.,c,,.c —e,-1 co,-1---t—W 5H BEMIN. 3 THREADS BEYOND NSmE FACE OF MATERBIL ,ttuttr/,/ \INN...ILLE? //1 NSE X Ulz 2 . �81p5 •'. 'VIOF VI OF -1070TECHNOLOGY DRIVE SP P: NOKOMIS, FL 34275 `SFLO�\0= �� FL CERT. OF AUTH.: 29296 F •.SIO �.A. Lynn Miller, P.E. 0 P.E.#58705 nEwaaunxt Dmwmau cevrA� J. ROSOWSKI 06/12/11 ALUMINUM 6063-T6 fRkAfF®A501A16S�HlFD WdmfMNl er o.� RmlWn nlwFBaara:rArn•.AoromraNOFr� osva®vr¢+raaus�aaaxoncEon .vnnaar mnnra neFwsFss®Ivwrrev A�swvoFrcramamgs o==raat CASEMENT WINDOW INSTALLATION t.%t`it I &.k I shy D.q e CA-640 NTS 1 o.f 4 1061511JR 1-. 4" MAX. MAX. 13" MAX. O.C. I 13" MAX. O.C.—I►- FLANGE FRAME, XX ANCHOR LOCATIONS & SPACING _ 1 MAX. C. K 5-1/4" MAX. O.C. 63" MAX. TIP -TO -TIP f --- 4" MAX. 37" MAX. TIP -TO -TIP �41VAX J-1- 36" MAX. BUCK - i 4" MAX. 62" i� MAX. i� --BUCK-- i 3" �� 13" MAX. MAX. ��` O.C. MAX. IT�\� MAX. OTC. \\ TIP -TO -TIP T 13" MAX. O.C. -�- -- FLANGE FRAME, X NOTES: 1) SEE TABLES 2 AND 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 2) SEE SHEET 4 FOR ASSEMBLY TUBE ATTACHMENT INFORMATION. 5-1/4" MAX. O.C. FIN FRAME, XX 36" MAX. BUCK { 1 MAX. i i ��� 62" 5-1/4" MAX. O.C. MAX, T 1 � BUCK 62" MAX. BUCK 5-1/8" MAX. --I I►- --i �-- 5-1/4" MAX. O.C. FIN FRAME, X M!/ �. CF J. ROSOWSKI m� 06/12/11 Nt&b RENRWNnt(a6GNOgaTACWAM a �0°�n'a`� .- ., :'�\C+ENSE •.-'p ALUMINUM 6063-T6 ey. OaOY A MmPRaw7ISPH nu30�' * � OOFFIBIrWYN:I@D aY/9ttMU�pN Agl'ILnV H1910f/r nEOlA0�4®RrCl7Fr/ No.58795 �ss�ara��vrattisnraa 1070TECHNOLOGYVRIVE STATE OF �lt/, FL ERTNOKOOFAUTH.:29296 _ T •.. FCORIDP... CASEMENT WINDOW INSTALLATION G `� A. Lynn Miller, P.E. Is'b0^ erg P.E.#58705 ITS S 2.14 101111111111 INSTALLATION WITH FLANGE FRAME EDGE DISTANCE FLANGE FRAME, HEAD INSTALLATION (USING 1X BUCKSTRIP) FLANGE FRAME, SILL INSTALLATION (USING 1X:BUCKSTRIP) INSTALLATION NOTES: 1) SEE SHEETS 1 AND 2 FOR SPACING REQUIREMENTS. 2) SEE TABLES 2 AND 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4'. SUBSTRATE iTANCE I r— EXTERIOR NT R CTERIOR FLANGE FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRA SUBSTRATE EXTERIOR WOOD FLANGE FRAME, JAMB INSTALLATION (USING 1X BUCKSTRIP) J. ROSOWSK11 06/12/11 1 ALUMINUM 6063- 0 1111111 LYNN No. 5B705 Cc zt 4 L ' STA OF /C, .,.CORIDP.•�G�; 1070 TECHNOLOGY DRNE NOKOMIS. FL .2,., FLCERT.OFAUTH.:29296 CASEMENT WINDOW INSTALLATION A. LYnn Miller. P.E. #58705 P.E. 1 s 0 I NTS 1' .1 4 1081511JR INSTALLATION WITH FIN FRAME 1 EDGE DISTANCE I EDGE T SHIM DISTANCE EMBEDMENT I -"— FIN FRAME, HEAD INSTALLATION EXTERIOR .EXTf SUBSTRATE FIN FRAME, JAMB INSTALLATION FIN FRAME, SILL INSTALLATION EXTERIOR INSTALLATION NOTES: 1) SEE SHEETS 1 AND 2 FOR SPACING REQUIREMENTS. 2) SEE TABLES 2 AND 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 114% 4) ADD -ON FIN MAY BE REVERSED. "X" FRAME JAMB -j "X" FRAME JAMB FRAME ASSEMBLY #12 x 1 PH TEK SMS TUBE 3" APART AT MID -SPAN 13" MAX. O.C. FLANGE AND FIN FRAME. "XX" FRAME ASSEMBLY MIL4e, ,Z��••� gNSE ••. � LL Q _� No 5g�05 OF 0 FLOPS J. ROSOWSK11 06/12111 1 ALUMINUM 6063- 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 FLCERT.OFAUTH.:29296 CASEMENT WINDOW INSTALLATION A. Lynn Miller, P.E. aw.ammat smne sneae P.E.J158705 CA-640 NTS 4 of 4 1061511JR MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA + 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.minmldadc.eav/nera1 PGT Industries 1070 Technology Drive Nokomis,.F134275 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 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 Zone. DESCRIPTION: Series `PW 70 ' Aluminum Fixed Windo L�.) APPROVAL DOCUMENT: Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise 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 cha e in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsemMeInAt any product, for sales, advertising or any other purposes shall. automatically terminate this NOA. F re 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,;rida, followed by the expiration date may be displayed in advertising literature. If any portion o�N A 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 matIQI air or its distributors and shall be available for inspection at the job site at the request of the Buildi Q�fti✓1a1: This NOA revises NOA No. 10-0504.05 and consists of this page 1, evidence pages E-1 "`dE-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 2S } Z Page 1 PGT Industries NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-1105.01) 2. Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8. prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/l f, 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 along with marked —up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL -3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03--1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC-2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No.10-0504 05) 2. Glazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex — Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16, 2. 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. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2: Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of, as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. . (Submitted under previous NOA No.10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No.10-0504.08) 5. Statement letter of no financial interest and 'independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No.10-0504.08) 6. Laboratory compliance ' letter for Test Reports No.'s FTL-3835 and FTL-3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 104504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. �t Jaime D. Gascon, . E. Product Control Section Supervisor NOA No.11-1110.15 Expiration Date: February 19, 2014 Approval Date: February 02, 2012 E-2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300-02, 3—SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300-02, 3—SECOND GUST. 3. ANCHORAGE: THE 33-1/3% 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. LOAD DURATION, CO, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT, NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850, NOA: 07-0425.01 (ULTRACON), 03-0225.05 (CRETE—FLEX), ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION, 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. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 44-1 /4" VISIBLE UGHT MAX, � 6 MAX. O.C. A A I 92-1/4" \ VISIBLE \\ LIGHT I 96„ 12-7/8" FLANGE MAX. TO FLANGE �1 1 6" j 48" FLANGE MAX TO FLANGE I{T�I WIDTH 1— ---i WIDTH I• -- I I cza Ix s a L L 10 FBC UPDATE 45-1 /4" VISIBLE LIGHT _ 5" MAX. O.C. 2" MAX. �— r r►O C 98 1/4" — FIN TO 1 FIN 5" MAX. O.C. \\ g3-1/4" VISIBLE LIGHT 96" I 1 48" 2" MAX. 50 1/4" FIN TO FIN TYR. INTEGRAL FIN FRAME ELEVATI (TESTED UNIT NOA DRAWING TABLE OF CONTENTS GENERAL NOTES........................1 ELEVATIONS, FLANGED...............1 ELEVATIONS, INTEGRAL FIN....... 1 GLAZING DETAILS.......................2 DESIGN PRESSURES, FLANGED. 2 DESIGN PRESSURES, FINNED....2 INSTALLATION, INTEGRAL FIN.....3 CORNER ASS'Y, INTEGRAL FIN..3 INSTALLATION, FLANGED.............4 CORNER ASS'Y, FLANGED......... 4 INSTALLATION, MISC.................. 5 ANCHORAGE ............................... 6,7 EXTRUSION PROFILES................8 PARTS LIST................................8 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. Imo— WIDTH —�{ WIDTH 1 1_ yyIDTH -'ILd w w F x WIDTH w —�I � 6/ h— WIDTH �� 1� WIDTH — I' WIDTH -H I— WIDTH r{ I-- WIDTH --i T — — 1 T w w w +"' w i i i L_ J i i 170 TECHNOLOGY DRIVE cLc vn i lWiV ""'L" wv � ca N. VENICE. , 34275 ru.: P.O. BQX 1529 ALUMINUM PICTURE WINDOW, IMPACT NOKOMIS, FL 34274 ® s.n../r "* swn: sn.1: D. ,.s X.. PW-7111 NTS 1 A 8 4259-0 PRODUCTREWSBD as complyio@ with"Florlda Building Cock Acceptanco No 1�'tratlog.Dato � Miami bacio Pro d Contro V. N ililze ��•10ENSF'•! �P i * NO.58705 * s Eu STAOF yj iyO pall ' P.E.# 58705 Fin and Flanged Windows Maximum Design Pressure (+/-Pat) 1 7/16Lom113/16A-.o9oPVB-3/16HS 7/16 Loml 16:3/16TMP-7/16AIR-3/16A-.090PVB-3/16HS ' or " imenslon (in) 24 30 t-.25,w (42,1 48 1 54 00 67.876 36 .0 80.0 80.0 80.0' 86.0 80.0 60.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 r 80.0 71.1 71.1 64.0 .876 80.0 80.0 80.0 80. 80.0 71.1 64.0 62.1 80.0 D.6 80.0 79.3 71.1 64.0 80.0 .0 75.0 70.0 64.0 b Z76.8-80.0 80.0 80.0 74.3 68.3 63.6 ik 80.0 80.0 73.6. 67.4 62.5 80.0 77.2 64.7 68.2 80.0 72.3 58.3 120 80.0 80.0 -10.4 128 80.0 80.0 70.0 145 80.0 80.0 Fin and Flanged Windows Maximum Design Pressure(+/-ps>t) 7/16um1:3/16H5-.09DPVB-3/16HS 7/161-116:3/16WP-7/16AIR-3/16HS-.090PVB-3/I6HS "A" or'B" Dimension (in) 24 30 36 42 48 64 60 67.875 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 60.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 60 60.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 E 67.675 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 u 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 76.8 80.0 80.0 60.0 80.0 60.0 71.1 64.0 E 0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 60.0 80.0 80.0 80.0 71.1 96 80.0 80.0 80.0 80.0 80.0 m 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 7/16- LAMI CUSS NOMINAL 3/18" ANNEALED OR HEAT STRENGTHENED GLASS 090' DUPONT BUTACITE OR SAELEX KEEPSAFE MAXIMUM PVB INTERIAYER CLASS 11/16- NOM. GLASS 91TE /�16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) LAMI GLASS NOMINAL 7/16" WA CUSS NOMINAL .090' DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM 7/10' AIR SPACE PVa INTERlAYER 3/16' ANNENEO OR HEAT STRENGTHENED GLASS 3//6' MEAT 3/16" TEMPERED GLASS S ENGTHENED GLASS 11/16' NOM. CLASS BITE 145 ea.o fio.o 1 -1 /1 6" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME NOTES: (INTEGRAL FIN FRAME SHOWN) A" "A" & "B" DIMENSIONS MAY DIM. BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r- "B" DIM. -� \ T"B" DIM. DIM. \� 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT'. 2. FOR SIZES NOT SHOWN, ROUND SIP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). CHANGED HS CAP TO TMP FOR 30' RULE NO CHANGE THIS 070 TECHNOLOGY DRII N. VENICE. FL 34275 P.D. BOX 1529 NOKOMIS. FL 34274 ALUMINUM PICTURE WINDOW, IMPAC Saris�/NOEd: Scd�i SM�4 Drorinp Ne. Pw-Zof NTS 2 m 8 4269-0 as complying 01d1uFlorida Building � � •�� D Mlaml Dade Product Comro . .1SIIIIIIIr,. LYNN 4ij-11,,. * ' No.58705 zi � 4 '•. FLORID?;.••• ��: A. ��AA1MIder, P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FR .131" (1/8") X 2-1/2" NAIL, WITHIN 2" OF CORNERS AND 5" O.C. 11 � MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING . L. 2X WOOD OR FF .375" MIN. EDGE DISTANCE .131" (1/8") X 2-1/2" NAIL, 375" MIN. WITHIN 2" OF '.DGE DISTANCE CORNERS AND 5" O.C. 10 1 1/4" MAX. 1 3/8" MIN. EMBEDMENT o SEE 2X WOOD BUCK SHEET 6 OR FRAMING VERTICAL SECTION D—D —r{ �-- 1/4" MAX. SHIM 1/4" MAX. SHIM --.-I SEE ANCHOR GUIDELINES, r--• 2X WOOD BUCK OR FRAMING I 1 13 INTERIOR SHEET 6 1 13 ul po;; 1-3/8" MIN. . 11 18 OR 22 17 OR 21 10 EMBEDMENT MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C—C 90e CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY NO CHANGE THIS SHEET INSTALLATION, FINNED FRAME 107. TECHNOLOGY DRIVE INFORMATION FOR LARGER WINDOWS. N. VENICE.TECHNOLOGY FL Y DRIVE TALUMINUM PICTURE WINDOW, lMPAC P.O. BOX 1342 soto4:eocec scai.: sa..e Dm q R �aata: NOKOMIS, FL 34274 Pw-7Or NTS 3 b 8 1 4259-4 PRODUCTREVISDD as wmplyin8 with the Florida DuBdtng C'edc Acccptaace No 111DU• Ex-ol"aJa Dae�17_LLGIt U mamlDada product comceD .., II I I I I),. LYNN k 7k No. 58705 STATE OF A`4 hi Mlha :t P.E. P.E.# 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR SEE ANCHOR GUIDELINES, SHEET 7 MAX. WINDOW HEIGHT SEE ANCHOF GUIDELINES, SHEET 5 SEE ANCHOR GUIDELINES, 1X WOOD BUCK 1/4" MAX. SHIM SHEET 7 1/4" MAX. SHIM SEE ANCHOR GUIDELINES, MIN. CONCRETE 2 SHEET 6 2 KSI PERINTERIOR ANCHOR TYPE, .;.• 13 MIN. CONCRETE KSI SEE SHEET 7 PER ANCHOR TYPE. SEE SHEET OR 1.5 KSI OR 1.5 KSI MIN. CMU MIN. CMU �7. ' < • 1X WOOD BUCK 1/4" MAX. SHIM I .r SEE ANCHO GUIDELINESR 11 18 oRO 17 oR 21 10 SHEET 7 13 MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A SEE ANCHOR GUIDELINES, SHEET 6 J 1/4" MAX. SHIM L2X WOOD BUCK OR FRAMING VERTICAL SECTION B—B 90e CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CHANGE THIS SHEET 370 TECHNOLOGY DRP N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FLANGED PW-701 I NTS 1 4 "r 8 1 4259-4 /I'--2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 PRODi1Cf RBVISHD as conyAyins'vith the Florida BaUdInllCode (— 1 0 1 Acceptance No LJ F7=Cwwl�' �yjyMIm1lDadaPr 1N LYNtJ Ml! ///4 ' ��.. !cam i * No.56705 Q '• STA E SZONAL ��� A. LlJdd 1f�1114, P.E. P.E.# 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED I1 3/ EMBEDMENT SEE ANCHOR GUIDELINES, SHEET 6 INTERIOR 1/4" MAX. SHIM WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE SEE ANCHOR SEE ANCHOR SEE ANCHOR GUIDELINES. GUIDELINES, GUIDELINES, SHEET 7 FIN FRAME WITH SHEET 7 FIN FRAME WITH SHEET 7 FIN REMOVED FIN REMOVED INTERIOR NTERIO INTERIOR 1X WOOD BUCK 1/4„ 1/4" MAX. 1/4" MAX. r SHIM SHIM SHIM SEE ANCHOR • ' 1 SEE ANCHOR . •1•GUIDELINES, ,��•�.:-:.;< •• 1— GUIDELINES, : ;.'•.,. .•- r'• SHEET 7 �':4•' -"a a• . ; .;; SEE ANCHOR ,.':•.=: =-;. SHEET 7 GUIDELINES, : MIN. CONCRETE KSI SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 MIN.•CONCRETE KSI PER ANCHOR TYPE, PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU _ EQUAL LEG FRAME AL LEG FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) PRECAST SLOPED SILL 1X WOOD BUCKSTRIP DIRECTLY TO MASONRY 1-3/8" MIN. 1/4" MAX. SHIM —.{ 1/4" MAX. SHIM EMBEDMENT' —►i I-� 1/4" MAX. SHIM EXCLUDING POINT 2X WOOD BACKER #12 STEEL 1/8' NOM. MIN. 1/8" NOM. MIN. #12 STEEL #12 STEEL #12 STEEL SELF —DRILLING SELF —DRILLING SELF —DRILLING SELF —DRILLING SMS (G5) SMS (G5) SMS (G5) SMS (G5) USE SAME USE SAME USE SAME USE SAME ANCHOR i��LANCHOR - ANCHOR ANCHOR QUANTITY & QUANTITY & QUANTITY, a QUANTITY & SPACING AS SPACING AS SPACING & EDGE SPACING AS #12 STEEL 112 STEEL DISTANCE AS #12 STEEL SCREW EXTERIOR SCREW EXTERIOR #12'STEEL XT SCREW EXTERIOR (SHEET 6) (SHEET 6) SCREW (SHEET 6) DADE APPROVED MULLION METAL FRAMING FULL—LENGTH, WOOD (SEE SEPERATE NOA) A36 STEEL-- Fy=36 KSI MIN. (SHEET 6) BACKED STEEL STUD Z EEL STUD ALUMINUM:6063—T6 MIN. .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES y=33 KSI MIN. .125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) 18 GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM. (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRA STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MIanll nado Product control 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD , 111111I1 / BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR 1.YNN GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ,�`Z`�.•��CENgF'••�F•P JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. * 140.58705 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. * : Ix w 0° a aco J�l( RMd BY: °: R.W.i— a• W U.: STATE : J.J. Y O 18 1 f �0NO 0"°. COMPLENGE THIS STE REDRAW AES /�£ORGANIZA 10 DE 1070 TECHNOLOGY DRNEpff. INSTALLATION, FINNED FRAME CT� • FLQRto?:• ' �� J.R. 3 Ji 10 C INFORMATION FOR LARGER WINDOWS. N. VENICE. FL 34275^�'•' tS ' .t.: Rer1... P.O. sox lszeALUMINUM PICTURE WINDOW, IMPACT '//S��NA%- NOKOMIS, FL 34274 saw/u.an: S.m.: sreaa ara.n° no. RK A. L�rlri r)lil I" P.E. Do1ai `"°`k° ao1e Pw-7a1 NTS 5 -1 8 4259� D P.E.y sa7os F.K. 7114103 Head, Sill and Jamb Anchor Quantities Into Wood or Metal (AnchorTypes 1-4) Anchor "A" or "B" Dimension (In) Type 24 30 36 42 48 54 60 67.875 Anchor 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Location' 36 Jamb 3 3 4 3 4 3 4 3 4 3 1 4 31 4 1 3 1 4 1 3 4 3 4 3 4 3 4 1 3 1 4 1 3 4 3 4 3 4 3 Head/Sill 2 2 2 2 3 3 3 3 4 3 1 4 31 5 1 4 5 4 5 5 5 5 6 5 6 1 5 1 6 1 6 6 6 7 6 7 6 48 Jamb 4 4 5 4 5 4 5 4 5 5 5 5 1 5 5 6 5 5 5 6 6 5 5 6 5 5 5 6 5 5 5 6 5 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 31 5 4 5 4 5 5 6 5 .8 6 7 8 6 6 1 7 6 Z 7 8 1 7 60 Jamb 6 5 6 5 6 5 6 5 6 6 6 61 6 6 7 6 6 6 7 6 7 6 7 6 7 6 7 6 7 6 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 B 7 6 7 6 7 6 8 7 67.875Jamb 6 6 7 6 7 8 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 J76 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 8 7 72 Jamb 6 6 8 6 7 6 8 6 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 G �= 7 8 8 8 8 8 8 9 a 8 8 9 8 9 8 9 8 Jamb 7 7 8 7 8 7 8 7 8 7 8 76.8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 C 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 8 8 8 9 8 8 8 10 8 9 8. 10 8 Jamb 7 7 9 7 8' 7 9 7 8 8 9 84 3 5 4 5 4 5 5 6' 5 6 6 7 8 Head/SIII 2 2 2 2 3 3 3 3 4 3 4 a 8 8 8 9 8 8 8 10 8 9 8 10 8 Jamb 7 7 9 7 8 7 9 7 8 8 9 `S 85.3 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 m 3 5 4 5 4 5 5 6 5 6 6 7 6 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 96 3 5 4 5 4 6 5 6 5 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 10 10110112110 Jamb 9 9 12 9 10 9 12 9 10 10 12 109.7 3 5 14 15 141 Head/Sill 2 1 2 2 2 3 3 1 3 1 3 4 3 4 11 "Width and Height dimensions maybe Jamb 10 10 13 10 11 10 13110 11 11 13 120 3 reversed to locate anchor quantities on the 2 2 2 2 3 3 3 3 4 3 4 table. If so, the Head/Sill and Jamb rows 128 Jam amb 11 11 13 11 12 11 13 11 12 12 13 11 must also be reversed so that the longer Head/Sill 2 2 2 2 3 3 3 4 3 dimension gets the most anchors. Jamb 12 1215 12 73 12 ff 145 Head/Sill 2 2 2 2 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT1. 2. FOR SIZES NOT SHOWN, ROUND UP- TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. NO CHANGE THIS SHEET SHEET N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Anchor Min. Min. Type Anchor Description Substrate Edge Embed - Distance ment #12, Steel screw (G5) _ S. Pine _ 0.884"_ 1.375" 1 Steel screw (G5)- Stl. G_r 33 0.324" .048"/18Ga _ _#12, #12, Steel screw (G5) _Stud, Alum. 6063-T6 0.324" 0.126' #12, Steel screw (G5) A36 Steel 0.324" 0.125" #14, Steel screw (G5) S. Pine 0.964" 2 S1eei screw (G5) _ Sit. Stud, Gr 33 _1.375' .048"/18Ga _#14, #14, Steel screw (G5) Alum. 6063-76 __0.361" 0.361" 0.126' #14, Steel screw (G5) A36 Steel 0.361' _ 0.125" 3 _1/4_" Steel Ultracon - S. Pine 1" - 1.375" 1/4" 410 SS CreteFlex S. Pine 7" 1.376' 4 5/16" Steel Ultracon S. Pine 1.26" 1 1.375" "A" & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. r-- "B" DIM. -----1 \ T \\ "B., DIM. DIM. \\ L===:::7 - d WOOD SUBSTRATE PW--Tor I NTS 1 6 "1 8 1 4259-4 PRODUCf REVISED w coWlyNBwith the Florida BaadinBCode ��-(i�ti• Acceptance No n ato�1101 Miami Dade Product Controll'" YNN . `ENS' M/((F� * ' No.5B705 Cif MA 0T •• • FGORtOP.•.G�. S� ON WWI P.E. A P.E.# 58705 Head, Sill and Jamb Anchor Quantities into Masonry (Anchor Types 5-7) Anchor Type "A" or "B" Dimension (in) 24 30 4 48 1 54 60 1 67.876 Anchor Location" 6 1 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 5 6 7 36 Jamb 4 3 1 31 414 3 4 4 3 4 4 3 4 4 3 4 4 3 1 4 1 4 1 3 4 4 3 Head/Slll 2 2 1 2.1 313 3 4 4 3 5 5 4 5 6 4 6 6 51 6 1 6 1 5 7 7 6 48 Jamb 5 4 4 5 5 4 5 5 4 6 5 5 6 5 5 6 5 5 6 5 5 6 5 5 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 6D J 5 5 6 6 5 6 6 5 716 6 7 6 6 7 6 6 7 6 6 7 6 6 ead/ 1 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 8 7 7 87.875 Jamb 7 6 6 7 6 6 7 7 6- 8 7 7 8 7 7 8 7 7 6 7 7 8 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 6 5 5 7 6 6 7 6 6 8 8 7 72 Jamb 8 6 6 8 7 6 8 7 6 8 7 7 9 7 7 9 7 7 9 8 7 Has Si 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 76.8 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 ii E Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 6 `0 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7, 6 6 85.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 m Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 8 8 10 9 9 11 9 9 3 5 5 4 6 5 5 9112 10 10 3 15 5 4 ' Width and Height dimensions may be reversed to locate anchor quantities on the table. If so, the Head/Sill and Jamb rows musYalso be reversed so that the longer d dimension gets the most anchors. OB Jamb 10 8 8 10 9 8 10 9 Head/Sill 2 2 2 3 3 3 4 4 09.7 Jamb 9 9 12 10 9 112 10 Head/Sill 2 2 3 3 3 4 4 120 Jamb 13 10 10 13 11 10 13 11 Head/Sill 2 2 2 3 3 3 4 4 128 Jamb 13 11 11 13 12 11 13 12 Head/Sill 2 2 2 3 3 3 4 4 145 Jamb 15 12 12 15 13 12 Head/Sill 1 2 12 121313 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN, ROUND lV-P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. NO CHANCE THIS SHEET NEW SHEET N. VENICE, FL 34275 P.O. eOX 1529 NOKOMIS. FL 34274 Min. Min. Anchor Anchor Description Substrate Edge Embed. Type Distance ment 1/4" Steel Ultracon Hollow Block 1" . 5" 5' 1/4 Steel Ultracon 2.7k Concrete 6 114" SS CreteFlex Hollow Block 1" 1 25' _410 1/4" 410 SS CreteFlex 3.35k Concrete 1" 1" 7 5116" Steel Ultraco_n_ Biock 1.G63"- 1.25" y 5116' Steel Ultracon _Hollow 3.5k Concrete 1.26 _ 1"~ "A" & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. "A" DIM. �— "B" DIM. \ T'IS" DIM. DIM. \� ANCHORAGE, MASONRY SUBSTRATE M: ALUMINUM PICTURE WINDOW, IMPACT ria"/M"0M: Rate SM"I: am"iap W. PW--Tor NTS 7 ar 8 42594 PRODUC'PREVISED as oomplyin8wllh the Florida IIuading Code I ` � • 1 �� Acceptenx No 1 II Miami Dade Product Cwu LYNIV ` * No. 58705 ' to x"11 ' O�� '•. FCORIOP.•'�G\��\ S \ ''/ S/ONAL a/iyhhr MillZ?� F.E. P.E.0 58705 2.784" 094" 2.500" I I I INTEGRAL FIN FRAME O MAT'L: 6063—T5 DWG NO. 4256A 1.875" .500" .062" .062" —►{ I—-- 2.784" — FLANGED FRAME O MAT'L: 6063—T5 DWG NO. 4253 NO CHANCE THIS SHEET I 975" .050" 7/16" LAMI GLASS BEAD �o MAT'L: 6063—T5 DWG NO. 4255 .346" --►I �— .975" .050" �{ F.- 1-1/16" LAMI I.G. GLASS BEAD 17 MAT'L: 6063—T5 DWG NO. 4254 ITEM DWG # PART # DESCRIPTION 1 4256A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781 PDX #8 x 1 Quad PH SMS stainless steel 8 Schnee -Morehead SM5504 acryl-r narrow joint sealant or 10 4255 64255 7/16 lam! glass bead 11 4254 64254 1-1/16 lami I.G. glass bead 12 1224 6TP247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7116" lami glass: 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interiayer - 3/16" heat strengthened 18 1-1/16" lami I.G. glass: 3/16" heat strengthened outboard - 7116" airspace - 3116" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interiayer - 3/16' heat strengthened 20 4262 64262 Architectural corner key 21 7/16" lam[ glass: 3/16' heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer- 3/16" heat strengthened 22 1-1/16" lama I.G. glass: 3116" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interiayer - 3/16" heat strengthened 070 TECHNOLOGY DRIVE �J RVJfVIV t—RVI—ILCJ < N. VENICE, FL 34275 nu« P.O. Box 1529 ALUMINUM PICTURE IMI NOKOMIS. FL 34274 ® seeeeMeaa, same: snug PW-701 fVT3 8 ^f 8 LIST 4259-4 .974" -1 ===4 .047 INSTALL. FASTENER COVER 13 MAT'L: 6063—T5 DWG NO. 4224 REVISED 8 Willi lite F ,de ! H t.YNN * No.5s705 * / co ;L-q It STATE F '! NONN A tidd I41111dr!� P.E. P.E.S 58705 MIAMI-171ADE MIAMI-DADE COUNTY, FLORIDA 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) %v%vw.miamidagLeov/pera/ PGT Industries 1070 Technology Drive Nokomis, 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 Midmi-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. DESCRIPTION: Ser' "CA--740" uminum Casement Window - L.M.I. APPROVAL DOCUME : rawing.No. 7045-8, titled "Aluminum Casement Windows, Impact", sheets I through 13 of 13, prepared by manufacturer, dated 12/17/02.with revision "E" dated 10/24/11, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, model/ series and following statement. Miami -Dade County Product Control Approved unless oth se noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and the a 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 rev' Ton or'° ange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as a ndorment of any product, for sales, advertising or any other purposes shall automatically terminate this },G1Failure to comply with any section of this NOA shall be cause for termination and removal of NO* ADVERTISEMENT: The NOA number preceded by the words Miami-Dadet�nt- Florida, and followed by the expiration date may be displayed in advertising literature. If an9 . ,ortl 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 useiymanufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0117.11 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.11-1110.18 Expiration Date: May 22, 2013 J (Approval Date: February 09,2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 05-1129.11 and 03-0611.02) 2. Drawing No. 70454, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, 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 2411 3.2.1 and TAS 202-94 2. along with marked --up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4607 and FTL-4608, dated 05110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1129.11) 3. 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 and TAS 202-94 along with marked —up drawings and installation diagram of outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3729, FTL-3587, FTL-3582 and FTL-3580, dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC, prepared by manufacture, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No. 08-0117.11) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Re ulatory Affairs (PERA) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 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. 11-0325.05 issued to Solutia, Inc. for their "Saflex — Clear or colored Interlayer" dated 04/21/11, expiring on 04/21/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15 27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P.' E. 4. Statement letter of no financial interest, independence, conformance and compliance with the Florida Building Code, dated 01/11/08, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 08-0117.11) 5. Laboratory compliance letters for Test Reports No.'s FTL-4607 and FTL,4608, issued by Fenestration Testing Laboratory, Inc., dated 05110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL-3729, FTL-3587, FTL-3582 and FTL-3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03--0611.02) G. OTHERS 1. Notice of Acceptance No. 084117.11, issued to PGT Industries for their Series "CA-740 Aluminum Casement Window — L.M.I." approved on 05/15/08 and expiring on 05/22/13. F Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.11-1110.18 Expiration Date: May 22, 2013 Approval Date: February 09, 2012 E-2 1. �GLiSSAND . 5/16"SS COMPRISED OF (1) LITE OF 1/8" (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF NOA DRAWING TABLE OF CONTENTS SHEET NOTES ........................................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS ................................. 3-4 DESIGN PRESSURE TABLES....... 5-9 SECTIONS ...................................... 10 CORNER CONSTRUCTION ........... 11 EXTRUSION PROFILES ................ 11-12 PARTS LIST....................................12 ANCHORAGE ................................. 1.3.4,13 SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. AF.13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ,&G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. IN MIAMI-DADE COUNTY OPTIONS E, F, AND G WHEN INSTALLED OVER 30' THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.© 2. CONFIGURATIONS: X, XX XO OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: - Q A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. ° B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 444 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 34 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. Q° 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13"SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13"SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 13 FOR APPROVED ANCHORS. 114" TAPCONS OR 1/4" SS4 CRETE-FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. A7. REFERENCE TEST REPORTS: FTL-3580, FTL-3582, FTL-3587, FTL-3729, FTL4607 AND FTL4608. 8. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOTES AND TABLE OF CONTENTS 3FANDG. REVISEANCHORAGE. NOKOMIS, FL 34275 r` =. "0r 530•RULE P.O. Box152BZ7 _ ALUMINUM CASEMENT WINDOW, IMP NOKOMIS, FL M274 Wslbly Better ewnn"oar¢ ` 7 CA-740 NTS 1 d 13 7045-8 With 8i° F)man ,t�tItI111/L,, r C .. LYNN M/ *No.58705 Shytj Qom•,. STATE OF ((�� 'ONAl_ ENG�` A Lynn All�ll/, b.E. P.F-# 58705 1/8" ANNEALED OR .090 PVB INTERLAYER 13116" HEAT STRENGTHENED 1/8" HEAT STRENGTHENED GLASS 86 5/16" LAMINATED COMPONENT GLASS 1/8" HEAT STRENGTHENED GLASS 43 46 30 31 1!8" HEAT STRENGTHENED AIR SPACE 090 PVB INTERLAYER © OR TEMPERED GLASS _ I r 1/8" HEAT STRENGTHENED GLASS GLAZING DETAIL 32 33 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT IN MIAMI-DADE ANY IG UNIT � INSTALLED OVER 30' MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 5 13/16" I.G. W/ 5/16" LAM — .090 PVB INTERLAYER GLAZING DETAIL 87 $$ � 13/16" 3116" HEAT 3/16" ANNEALED 09 HEAT 7/16" LAMINATED COMPONENT f-- STRENGTHENED STRENGTHENED GLASS GLASS AIR 'PACE 090 PVB INTERLAYER 1/8" ANNEAL © TEMPERED D OR LASS I 3/16" HEAT STRENGTHENED GL .65" 4@ 46 GLASSS BIT BITE .65" NOM. GLASS BITE REVISED g with the Flwia" ae t , — u ttuuu 7/16" LAMINATED ``�.0oal �YNN M//4",��' GLAZING DETAIL 5 ``�a�7: '��cENse • ; �* 13/16" I.G. W/ 7/16" LAW * = No. 58705 GLAZING DETAIL to lilt "^ STATE OF :• Lll NO CHANGE THIS SHEET Ut;T& GLAZING DETAILS � �iC� ALORIOP•' •�j ADD 13/1B'LAMII.O.W/7/18'LAM/BCORRECTC✓iB'LAMIOEYAIL NOKOMI�FL 34276 30'RULE Po.eoxfs2s ALUMINUM CASEMENT WINDOW, IMPACT �''�SS1ONN- NOXOMIS, FL S4274 VWhl Better sm.euaat s'1k �°°` A. Lynn IJFiIIei�d.E y cA-Z NTS 2 a 13 7045-8 E PEA 58705 ANCHOR 11/2" LOCATION / TYP. I T(l CENTERLINE 3" MID-SPANANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT OPENING zx DENOTES HINGE 74" MAX. WIDTH ANCHOR' LOCATION AT HEAD & 30" MAX. LOCATION SILL OF' X" PANELS, DAYLIGHT �,P TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 — — SEE MID -SPAN / \ ANCHOR DETAIL 4" MAX. X X 4" MAX. 13" MAX. O.C. ff MEETING RAIL DETAIL i \� RAELAETAI (SEE SHT. 1 NOTE 4) 2) 4" MAX. — 4" MAX. ELEVATION "B" - "XX" 134" MAX. WIDTH (SEE SHEET 7 FOR PRESS 53" MAX. 30" MAX. DAYLIGHT DAYLIGHT NOTE: "X" PANEL MAY SWING OPENING OPENING I IN EITHER DIRECTION .1-- 11 ►A\ 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT / 69" MAX. DAYLIGHT aoDucr rssvlseD OPENING w eomplyingw�iEO Elie piadda n0dingCodc//x i Q Acceptenco No i Da i/ HEIGHT NiiemfjDada Ymda tContro 4" MAX. � \ / `ON VYNN 4 �I MAX. 13n MAX. O.C. � --�� 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY �� . ��oevsF ' •, 4' VENT MAX. 60" MAX. FIXED — SEE MEETING RAIL DETAIL TYP. (4) ` ��� TYP No. 5,.4705 ELEVATION "A" - "XOX" (SEE SHEETS 7-9 FOR PRESSURES) (�• U 'I. et / C ADD HINGE LOCATION DETAILS ,' " MAX.4070 TECHNOLOQYDRIVE"& `XOX ELEVATIONS ; ,t� ••., FLORIo•..• \O D CHANGE HT. TO WAND MAX DLO TO 69, NOKOMIS, FL 34275 �` I E NO CHANGE THIS SHEET P.O.BOX1628 V .�— ALUMINUM CASEMENT WINDOW, IMPACT 7�,S/ONA-'��� cnec5a r o.la• NOKOMIS, FL 34274 Vurbly Better 3i41"fOP1b �'" sn� °iM°""e' A. Lyn�i I AI, d.E. )2 CA-740 NTS 3 d 13 7045-8 E REN68705 DENOTES HINGE 37" MAX. WIDTH 60" MAX. WIDTH LOCATION AT HEAD & 30" MAX. 53" MAX. SILL OF "X" PANELS, DAYLIGHT DAYLIGHT OPENING TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE SEE MID -SPAN MID -SPAN ANCHOR ANCHOR r6]AX. DETAIL DETAIL / DAYLIGHT SHT. 3 69" MAX. SHT. 3 / OPENING / DAYLIGHT TYP. (4) TYP (2) OPENING Q / 76" MAX. A 76" MAX. 13' HEIGHT 13" \ HEIGHT MAX 0 MAX. X O.C. 1 25 O.C. 4" MAX. 4" MAX.O.C. --►�-13" MAX. O.C. 4" L MAX.M �� 1 4" MAX. L M "X° ELEVATION "E"- "O" HINGE LOCATED APPROX. SEE SHEET 5 FOR PRESSURES) (SEE SHEET 7 FOR PRESSURES) _ FLUSH AGAINST JAM, TYPICAL HEAD & SILL 30" MAX. 97" MAX. WIDTH NOTE: "X" PANEL MAY SWING HINGE LOCATION DETAIL 53" MAX IN EITHER DIRECTION DAYLIGHT OPENING DAYLIGHT OPENING SEE SEE MID -SPAN MID -SPAN ANCHOR DETAIL ANCHOR SHT. 3TYP. (2) DETAIL SHT. 3 69" MAX. DAYLIGHT PRODUCT RGVISED TYP. (2) its complyius Willi ilia Florida OPENING Uuimies Cade x O Q =1.1.d Exp ffiau i Q .1 •' 76" MAX. n 13" HEIGHT SEE MEETING Product Contro4 MAX• RAIL DETAIL SHT. 3 O.C. 1_ TYP. (2) nail 4" MAX. LJ `��` .YNN ... ►a-13" MAX. O.C.�Z�a.�cENSE F� 14 1/2" MAX. O.C. VENT 4" MAX. L HEAD & SILL ONLY 37" MAX. VET 60" MAX. FIXED N°.581os ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) ? Gi w Rsv, er. Dab: Fo%Yoaa: F.K. W3105 C ADDHINGEDETAILS HINGELOCATION NOTES ""„ „ , STATE " ,: Data: .TECHNOLOGYDRNE X'; O'; XO"&'OX' ELEVATIONS �O,c[�.., FLaR�oP• PA 71 103 D CHANGE MAK HT. TO 76'AND MAX DLO TO 6B' NOKOMIS, FL 34275 rak �j7 `S1 � J.J. r 1024H1 E NO CHANGE7HISSHEET FD.eox152s ALUMINUM CASEMENT WINDOW, IMPACT 7it1SIONAL���` wa•vey. wtx cnwa"n Da% NOKOMIS, FLW274 Z rslbly Better S•"•a'"d0a �` "�" ''"•a°N' ""` a Lynn ikdr! b.E F.K. 12117102 FK C 740 NTS 4 13 7045-8 E REA 58705 COMPARATIVE ANALYSIS T "X" WINDOWS TEST REPORTS: FTL-3582, FTL-3587, FTL-3729 GLAZING OPTION A. 5/16" LAMI (1/8"A,.090,1/8"HS B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI-W/ 1/8"HS,.090,1/8"HS) HEIGHT X„ "X'.] 26 31 36 38 3/8 43 48 50 5/8 54 57 63 66 69 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70,0 00.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 24 7g0.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0-70.0 -90.0 70.0 -90.0 70.0 -89. 7 . -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 0 0 B,E -90.0 76.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50A 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 45.2 45.2 -42.4 42A B,E -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 44.8 44.8 42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70:0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 7-0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 '-75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL-3580, FTL-3587 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 90.0 70.0 wmplying wilh the Florida Coda Ac-ptanw No �utr -r �470i Miami Aede Product Galion• Illlllfl/ TABLE 2A. "X" WINDOWS TEST REPORTS: FTL-4607, FTL-4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) FA3116" LAM[ (1/8"A,AIR SPACE,7/16" LAMI-W/ 3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55,0 55,0 PRODUCTRBVISPA as Building X NOTES: Q 1: FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4".TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH 412 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ``���• '��cENse ''•`cP * No.55705 f • rte mey. F.K. o"ra nraroa Rarmw: C NOCHANGE TMSSHEET NOKOMl9, FL 94276 P.O. BOX 1629 NOKOMIS FLW74 PRESSURES- X CONF/G. WINDOWS 14 �: O •'•• ��'� FLOR10p:•' (y //Ssi ONAL A. Lynrf Mll�E, d.E. P.E!! 68705 or F K er J.J, a eizsms f0l14/r1 �DY E f070TECNNOLOGYD171VE REVlSEANCHORB 6 ADD 76"HEICaHTOPT70N NO CHANOE THIS SHEET _ ALUMINUM CASEMENT WINDOW. IMPACT ew"tlA1a� awr.: aa.e pixOpNa CA-74B NTS 5 - 13 7045-8 E V ibly Bettcr on"n r F.K. 12/17/02 COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL-3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) HEIGHT "XX" 26 31 36 38 3/8 43 48 50 5/8 54 57 63 WIDTH NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 1 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 631/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 6. -53.4 53.4 64 1 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 60.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -65.5 65.5 -57.5 5T -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 -70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.61 38.6 TABLE 4. "XX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"H8,.090,1/6"HS) E. 13/16, LAM[ (1/8"HS,3/8" SPACE,5/16" LAMI-W/ 1/8"HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75.0 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: ' C. 7116" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -90.0 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4606 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8"A,AIR SPACE,7/16" LAM[-W/ 3/16"A,.090,3/16"HS) ALL "X)VSIZES UP TO 74" WIDE x 76" HIGH -55.0 55.0 A NOTES: Qo 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1W SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 76•HElOHrOATION NONO. IS,BQ FLsa176 ALUMINUM WINDOW, IMPACT P.O. B , Fl., 6tievtwe eur.. see 3z;wa NOK061IS FL 30270 [7srbly better CA-7W NTS 6 d 13 7046-8 PRODUCfREVISED usco yingwithtlto Plotidu Bugding Code AeceptanooNo t I "' (i tQ, LYNN Al/­//���� DENS * ' No. 58705 * ' -, 0•'N StA EO �( ••�G/�: "''Ss�ONAL A7LIAIMB18r<b,E. P_E# 68705 36 72 37 74 391/2 79 42 84 45 90 48 96 501/2 101 53 1/8 1063, 54 108 551/2 111 57 114 581/2 117 60 120 TABLE E 7. ANALYSIS TABLE 6. "O" 8 1/4-1/2-1/4 XOX" WINDOWS TEST REPORT GLAZING OPTIONS: A.5116" LAMI (118"A,.090,1/8"HS) B. 6116" LAM] (1/8"HS,.090,1/8"HS) C.7/16" LAM (3/16"A,.090,3/16"HS) E.13/16" LAM[ 1/8"HS,3/8" SPACE,5/16" LAMI-W/ 1/8"HS,.090,1/8"HS F.13/16" LAMI 1/8"A AIR SPACE 7 HEIGHT 28 1 31 36 38 3/8 43 48 50 5/8 54 57 60 MEG I POS MEG POS MEG POS I MEG POS MEG POS MEG POS MEG POS MEG I POS MEG I POS MEG POS NE A -76.0 70.0 -76.0 70.0 -76.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.8 47.9 -44.8 44.8 -42.2 42.2 -39 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90 A -75.0 70.0 -76.0 70.0 -73.7 70.0 67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 41.1 41.1 -38 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 -46.9 48.9 -43.6 43.6 -41.1 41.1 -38.8 38.6 -36 B,E -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .75.0 70.0 -75.0 70.0 -75 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0.70.0 -90.0 70.0 -87.4 70.0 -83 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 -63.3 63.3 -55.4 56.4 •53.4 53.4 -50.0 50.0 -48.9 48.9 44.3 44.3 -41 B,E -75.0 70.0-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75 C.F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 1 -48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 44.1 64.1 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 -46.9 46.9 -43.5 43.5 -41.3 41.3k-75.0 39.2 -37.1 37:1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -74.3 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 -75.7 70.0 -70.3 70.0 -66.8 66.8 63.5 -60.5 60.570.0 -58.7 56.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 46.1 -44.2 44.2 -42.2 42.2 -40.1 40.1 38.0 -36.2 36.270.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -72.4 70.070.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 70.0 -66.5 66.5 -63.0 63.0 60.0 -57.3 57.370.0 -58.2 582 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 A3.4 43.4 -41.9 41.9 -39.8 39.8 37.8 -35.9 35.9 70.0 -53.4 53.4 -42.2 !72 -39.7 39.7 -43.5 73.5 10 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67 39.2 -37.81 37.8 -1 38.7 -35.5 35.5 -33.7 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 I ALL "U" SIZES UP TO 50" WIDE X 63" NIGH AND ALL "1/4-1/2-1/4 AUX" SIZES UP TO 120" WIUE X W' HIGH 1-90.01 70.01 ALL "0" SIZES UP TO 60" WIDE X 76" HIGH AND ALL "1/4-1/2-1/4 XOX" SIZES UP NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES NTH Qo 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH 412 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. neveCBy: Ddfa RoMSMu; FK 7110103 C NO CHANGETHIS SHEET Y. M. 7070TEOHNOLOGYDRIVE F.K 6/Z3/05 DY CHANGEANCHORS AND ADD 76"fli. OPTION NOXOMIS, FL 94275 id.r 10/24/11 E NO CHANGE THIS SHEET P.O. SQX 152E e-DY. n"te. -Owl o"% I NOKOWS, FL W74 yuibly F.K 12117102 16"1-IS,.090,3/16"1-IS) A 1120"WIDEx76"HIGH I55.0 55.0 ABOVE TABLES, USE ELCO 1/4" TAPCONS OR ALUMINUM CASEMENT WINDOW, IMPACT sarovn+"aac saz ee«" on.+roxa xr. rJ174o NTS 7 -1. 7045-8 E PRODUCTREVISBD as complu8d1nII yCodoing wills We Florida U Acceolanc.No i 1 - 1 I Illllllff LYNN * N1.58705 _ aPLORID '�•• STAE '•�� /sS/oNAL` � •• /L(-MJ MANI. P.E.4 68705 COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL-3582 GLAZING OPTION: A. 5/16" LAMI (1/8"A,.090,1/8"HS) HEIGHT "XO" 1XOX1. 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 WIDTH WIDTH NEG POS NEG I POS NEG POS NEG POS NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 5511/2 A 1 -75.01 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48' 72 A 1 -75.01 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53118 79 213 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 54.9 -62.7 62.7 -60.4 60.4 60 90 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66A 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A 75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 45.8 45.6 42.8 42.8 40.3 40.3 72 108 A -75.0 70.0 -75.0 70,0 -75.0 70.0 -70.4 70.0 _60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 44.8 44.8 42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 _59.0 59.0 -52.8 52.8 49.9 49.9 -46.4 46.4 43.5 43.5 41.1 41.1 -38.6 38.6 TABLE 9. "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16" LAMI-W/ 1/8"HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH -75.0 70.0 TABLE 10. "XO" ar "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL-31. GLAZING OPTION: C. 7/16" LAW (3/16"A,.090,3/16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111"WIDE x 63" HIGH -90.0 70 TABLE 10A. "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 GLAZING OPTIONS: C. 7/16" LAM[ (3/16"A,.090,3/16"HS) F.13/16" LAM[ (1/8"A,AIR SPACE,7/16" LAMI-W/ 3/16"A,.090,3/16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH -55.0 55.0 m NOTES: Q 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. NO CHANGE THIS SHEET CHANGEMC14ORSAND ADD W HEIGHT OPTION NO CHANGE THIS SHEET rye: NOKOMIS, FL ■ P.O. eoK Isla34275 S_ m.: ALUMINUM CASEMENT I NOKOMIS, FL 34274 Visibly Better 6n1L10 10 Ba1C � cA-TaNTS Rmsm S with Um 111odda do No ato I It//,. ty LYNN QC�•. •' VICENSF ••' FP i No.58705 �� Q-Gel9 /( '::-mz % O STATE OF XOXWINDOWS ���� '•.FCORIOP.•'' \�: /, IMPACT ///z//0NALENG��` rt .. AIVA Miller, P.E. 7045-8 E REA 58705 2ATIVE ANALYSIS TABLE 11. "XO" or"OX" & "XOX" UNEQUAL LITE WIN[ GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (1/6"HS,.090,1/8"HS) C.7/16" LAMI (3/16"A,.090,3/16"HS) E. 13/16" LAMI 1/8"HS 3/8" SPACE,5/16" LAMI-W/ 1/8"HS .0901/8"HS F. 13/16- LAMI 1/8"A AIR SPACE,i HEIGHT WIDTHS 26 1 36 1 38 3/8 1 43 1 48 1 51) 5I8 1 54 1 57 1 Fin EPORTS: FTL-3580, FTL-3729. FTL-4607 69.264 19.125 31.014 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0[-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.DC F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.0 55.0 -55.0 55.0 -55.0 55.0 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 86.9192438.919 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F - 00.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 -55.0 55.0 -55.0 55.0 -55.0 550A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 52.6 -49.1 49.1 -46.2 46.2 -43.6 43.6 -41.1 41.1 95.973 27 42,973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 CF -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 170.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 -56.0 55.0 -55.0 55.0 -55.0 55.0 A -76.0 70.0 -53.51 53.5 -50.4 50.4 -54.5 54.5 -50.7 50,7 -48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 108.649 30 48.649 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 66.3 -63.1 63.1 -55.0 55.0 -55.01 55.0 -52.2 52.2 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 38.6 -36.6 38.6 115.892 32 51,892 B,E -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 -64.8 64.8 -61.4 61.4 -58.8 58.8 -55.0 55.0 -50.9 50.9 -47.7 47.7 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 45.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 122 133.687 54.627 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C F -90.0 70.0 1 -90.0 1 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 -64.7 64.7 -61.0 61.0 -58.4 58.4 -55.7 55.7 -52.1 52.1 -47.7 47.7 -44.6 44.6 A -75.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 123.135 34 55.135 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 -64.1 64.1 -60.5 60.5 -57.9 57.9 -55.2 55.2 -51.5 51.5 77-.2 47.2 -44.0 44.0 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 402 -38.7 38.7 -36.9 36.9 -35.0 35.0 126.000 34.791 56.418 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.6 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 -50.1 50.1 -45.8 45.8 -43.0 43.0 A -74.4 70.0 -43.6 43.6 1 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 36.2 -34.3 34.3 130 35.696 58.209 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 -54.7 54.7 -51.9 51.9 •48.1 46.1 -43.9 43.9 -41.9 41.9 A -74.3 70.0 -43.5 43.5 -41.0 41.0 45.0 45.0 -41.4 41 A -40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 -34.3 34.3 130.378 36 5B.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 -68.5 68.5 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -69.1 69.1 -65.1 65.1 -60.5 60.5 -57.4 57.4 -54.6 54.6 -51.7 51.7 -48.0 48.0 -43.8 43.8 -41.8 41.8 A -72.9 76.0 -42.2 42.2 -39.7 39.7 43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 134 37 60 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 87.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 .77.1 70.0 .67.3 67.3 63.3 63.3 -59.1 59.1 -55A 55.9 -53.0 5301. 50.0 -48.3 46.3 -42.8 42.8 •40.8 40.8 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. -XO'-or--OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16" LAMI 3/16"HS,.090,3/16"HS ALL'XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND 90.0 70.0 ALL"XO" or "OX" SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL-3580, FTL-4807, FTL4608 GLAZING OPTIONS: D. 7/16" LAMI 3/16"HS,.090,3/16"HS G. 13116" LAMI (1/8"HAIR SPACE,7/16" LAMI-W/ 3/16"HS,.090,3/16"HS ALL "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND 55.0 55.0 ALL "XO" or "OX" SIZES UP TO 97" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH V NO I t5: 1. VOK INS I ALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR Qo 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. P..dilx cm. R.Wlaa: ".mpp,,,; Oc 711010 C NO CHANGE THIS SHEET PRESSURES- UNEQUAL CONFIG. XO, OX & XO.' AK 6/23/05 D CHANGEANCHORSANDADD 76•HElGHT OPTION NOXOMIS, FL 3927b ^° r. � J. ALUMINUM CASEMENT WINDOW, IMPACT J. f0/2QH7 E NO THIS SHEET P.O. BOX 1S28 tw.-B)' mw cw. w 0.1. NOKOMIS. FL 34274 l ulb& Better �""�'Vo°'� saw a".a: Divs v- "�'' F.K. 12117102 CA-740 NTS 9 a 13 7045-8 E X O X UNEQUAL LITES X O UNEQUAL LITES O X UNEQUAL LITES REVISED g with ILo Florida Not Is4 10•1 � F' .. 1. SF •..(cp i 1k ;' No.58705 o P.E958705 MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT ^Wbna SHOW TOP HINGE m 7 CHG SHT. NO. REF. ANL Wr bro: NO CHANGE THIS SHEL REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. VENT MAX. FIXED LITE t 85 DAYLIGHT DAYLIGHT OPENING of OPENING 5 eo (SEE SHT. 3) 80 5 5 (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX 67 REFERENCE"XX"FRAME --,-ASSEMBLY DETAIL, SHEET 11 Q MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) MAX. VENT I DAYLIGHT OPENING -►I (SEE SHT. 3) 5 5 MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX 89 L8540 41 MAX. VENT s DAYLIGHT OPENING 5 (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRODUCPREVISED us wmplying wilh lho FlodAe Du7dinD Codc � 1 � � r VERTICAL SECTION Q�; 'LICENSE'•, FIXED UNIT * No. 58705 1070 TECHNOLOGYMVE SECTIONS ��� •••. F<ORIDP,.•'• NOP.OMSOX1529 ALUMINUM CASEMENT WINDOW, IMPACT ��"SiS'IONAL ENG\�\ N0X0MI8, aJ4274 Visibly Better s` '0dib �"` — n.ft °` A. ��wwlhlw'v.E. CA-740 NTS 10 1 1.3 7045-8 E REA 58705 FRAME ASSEMBLY TUBE, MAIL: 6063-T6 ")("FRAME JAMB —1 Tfl'LXI I'H I IcK SM, 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN r— "X" FRAME JAMB NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 SASH FRAME TOP OR BOTTOM RAIL . "XX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS #12x1 PH TEK SMS (2) PER CORNER FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS TUBE, MAT'L: 6063-T6 3" APART AT MID -SPAN SASH FRAME ";("FRAME JAMB "O" FRAME JAMB SIDE RAIL �I i! SASH FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL --1 MAIN FRAME ASSEMBLY DETAIL NO CHANGE THIS SHEET P.O. BOX 1529 NOKOMIS, FL 34274 1.376" 440" .095" J T 89 CASEMENT BACKING PLATE MAT'L: 6063-T6 DWG# 7071 1 2.854" .062" NOM. =�I 1.129" � 2.13 OSASH FRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7003A 2.919" 1 OFRAME HEAD, SILL, JAMB MAT'L: 6063-T6 DWG# 7002A 3.544" PRODUCT REVISED .062" its complying with die Florida Building Code NOM. Acceptnncc No 1 .438" Eiyn D"ro aO � i �— 2.784"—►a , t i u l �YNry A�q�i,��' 80 FIXED FRAME HEAD, SILL, JAMBxGEN `\�.`��pNY• MAT'L: 6063-T6 * r' DWG# 7005A — No. 5g705SO ITAnt ■ EXTRUSIONS & ASSEMBLY DETAILS 1���0 ENG�� A. Ladd MIA,'A.E _ ALUMINUM CASEMENT WINDOW, IMPACT s m.we., s� snw on.fo a. w.. CA-740 NTS 11 1 13 7046-8 E P•E•458705 0 i PARTS LIST ITEM DWG # POT. # DESCRIPTION 1 7002A MAIN FRAME -HEAD, SILL & JAMBS 2 1155 781PQA #8 X I QUAD PH SMS 3 7008 FRAME CORNER KEY 4 l/TXl/2"XI/8" CLOSED-CELLPOAMTAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA 98 X 1 QUAD PH SMS 7 7017 67017K IBULB WEATHERSTRIP.187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 N 10-24 X .562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER R.H. & L.H.) 13 - 1157 78X78PPSMS #8 X.875 PH. PN. SMS 14 7013 TIE BAR GUIDE IS 7015 ITIEBARASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET L.H. & R.H.) 22 7858ZA N8 X 5/8" FLT, PHL SMS 23 7033 JOPERATOR TRACK & SLIDER (DUAL ARNO 24 7022 1 SNAP -ON HANDLE 25 7023 12" HINGE(HEAVY DUTY 26 71OX12PP # IO X .500 PH. PHL. 30 5/16" LAMINATED (1/8A & 1/8HS GLASS) .0901NTERLAYER - SOLU11A OR DUPONT PVB 31 5/16" LAMINATED (1/811S & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16" LAMINATED (3/16A& 3/16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16HS & 3/16HS GLASS) .090INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 146 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WSTP (THICK) 44 SILICONE - DOW CORNING 899,995 OR EQUIV. 45 PARABOND 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE -SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 98 X .500 SQ. PN. TEK SMS 67 70D4A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT 912 X 1"PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 1 SNAP -ON T-HANDLE KNOB 72 1 7018 7FLDHD IFOLDINIGHANDLE PARTS LIST CONT. ITEM DWG # POT. # I DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 3F 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" I.G.) 86 13/16" I.G. GLASS (1/8"HS, AIR SPACE, 5/16"LAMI) 5/16" LAMI = (2) LITES OF 1/8"HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 87 13/16" I.G. GLASS (1/8"HS, AIR SPACE, 7/16"LAMI) 7/16" LAMI = 3/16A & 3/16HS GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" I.G. GLASS(1/8"HS, AIR SPACE, 7/16"LAMI)7/16" LAMI= 3116HS & 3/16HS GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) NO CHANGE THIS. SHEET l079 TECHNOLOGYDR ADD EQUIV. TO ITEM44, SILICONEANDADD ITEMS S7, BSAND 89 NOKOMIS Fl. 30275 NO CHANGE THIS SHEET P.O. BOX 1529 peg"; NOKOMIS, FL 34274 .706" TI—A 40 5/16" GLAZI�EAD MAT'L: 6063-T6 DWG# 7036 .523" �I .050" I 865" 41 7/16" GLAZI EAD MAT'L: 6063-T6 DWG# 7042 .040" 1.000" _I .423" � I — 50 CASEMENT SCREEN FRAME MAT'L: 6063-T6 DWG# 7006 !T■ I PARTS LIST & 993" 28911 83 INSTALLATION HOLE COVER 040" MAIL: 6063-T6 DWG# 7007 �— .172" .870" .050" 1 - �__ .569' 85 13/16" GLAZING BEAD MAT'L: 6063-T6 DWG# 7047 125" .062" -� 1.124" 093" 67 CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063-T6 DWG# 7004A CA-740 I NTS I 12 a 13 I 7045-8 2.701 REVISED a %ith Clio Florida - do No10.X �CW( LYNN * No.58705 =�0 T •.• TAi O /� • • ��: A Lynhim, P.E. P.E.# 687 6 A 2x WOOD BUCK (SEE NOTE 3) 114" MAX. SHIM r 3EE NOTE 2-% FT1TT A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --►I ASEE NOTE 1 SEE NOTE 4 MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM ASEE NOTE 1 n A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE2-, Iran NOTE 4 NOTE 4 MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM ASEE NOTE 1 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A SEE NOTE 4 A1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ASEE NOTE 1 NOTE 41 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" 1 1/4° MIN. PERABLE UNIT FRAME FIXED UNIT FRAME TO CONCRETE TO CONCRETE NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE-FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHbSE TOTAL THICKNESS IS'LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE. NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DADE COUNTY. 10 TEOHNOLOGYDRIVE ANCHORAGE DETAILS NOKOMIS, FL 34275 Fv TM'' P.O. BQX 1529 ALUMINUM CASEMENT WINDOW, IMPACT NOKOMIS. FL 30274 Vufbly Better b0d1 $ m —1 °"i - CA-7474o TS 3 a 13 7045-8 as complying milli Um Florida Buildhtl;Coda — t Accentamcc No : �-11 ON�\CENS 4fz,, Q : F •. 9 ` * No. 58705 O� STA E O !V P.E# 58705 MIAMI•DADE 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) ivww,minmidade.gov/sera/ 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 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. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Ilion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn Miller, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, sta model/series, and following statement: "Miami -Dade County Product Control Approved", unless o e ise noted herein. .. RENEWAL of this NOA shall be considered after a renewal application has been filed and ther as b' 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 revisio r c ange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an e ' orsetent of any product, for sales, advertising or any other purposes shall automatically terminate this N ,alure 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 Coun t f lopda, and followed by the expiration date may be displayed in advertising literature. If any portion off=' 4 NOA is displayed, then it shall be done in its entirety. is b INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacttirei distributors and shall be available for inspection at the job site at the request of the Buildik. Official. This NOA revises NOA # 10-0819.05 and consists of this page 1 and evidence page E-1, asreft as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E- 1), dated 02/28-11, and addendum letter dated 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA 00-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC-2007 and FBC-2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and e �i ing on 05/26/16. w 4 Mpfi—uej Perez, P.E. Product GontAl Examiner NOA No.11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 E-1 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE[—OPENINGWIDTH FORVERTICALMULL ARCHES TO BE MULLIONS / � SEE OETARS INSCRIBED INSIDE A.D,G,HRECTANGULAR SHEETS 23 SHAPE SEE DETAILS / ATHRU G; SHEETS 23 VERT. MULL LENGTH / SEE ---- 1 ATh SHE / III I /SEE DETAILS IZONTAL A-D,G,H; HOR MULL SHEETS 23 LENGTH HORIZONTAL MULL LENGTH HORIZONTAL SEEDETAILE, MULL SHEET3 FENESTRATION PRODUCTS MAY CBE OF ANY TYPE. MUSTSE MANUFACTURED BYPGT. GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS, 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS °FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE($). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA•S; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL F•--OPENINGWIDTH�1 I^HORIZ. MULL LENGTH---I LENGTH 1 I fl OPENING p HEIGHT OPENING MULL y FOR HEIGHT LENGTH Y HORR. d ,y �r VERT. I � L MULL P A L�LH SINGLE MULLION SINGLE MULLION IIL�OPEMNr INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIM) FOR THE OPENING USING THE ASCE"7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR'TRIANGULAR/TRAPEZOIDAL-. GENERAL NOTES ............ _.._........ I INSTRUCTIONS ....................... „.... .. I ELEVATIONS.. ....................._.......... 1 MULL TO 2X WOOD ................_...... 2 MULL TO 1X & MASONRY..:_._...... 2 INSTALLATION NOTES .............. 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD .... _............ 3 MULL TO MULL...................... .... _... 3 ANCHORS PECS.........__._.........._. 3 ALTERNATATE CLIPS ........ _... _..... 4 BAY MULL INSTALLATION..............4 1 X 2 X.125 MULL SPECS ... - ......... 5 1 X 2 X.375 MULL SPECS...............6 1 X 2.76 X .376 MULL SPECS....._...? 1 X 2.76 X .65 MULL SPECS............8 1 X 3.125 X .600 MULL SPECS........9 1 X 4 X .125 MULL SPECS...............10 1 X 4 X .375 MULL SPECS ......... _... 11 1.25 X 3.188 X 265 MULL SPECS.,.12 2 X 4 X .25 MULL SPECS......„........ 13 2 X 6 X .25 MULL SPECS ..... ........ 14 1,26 X 2.11 X.125 MULL SPECS.... 15 30° X 3.25 BAY MULL SPECS.„...... 16 46' X 325 BAY MULL SPECS......... 17 MULLION & CLIP DIMENSIONS...... 18.20 EXAMPLES 1 & 2....._..._..._...._.....21 LOADING EXAMPLES..- ................ . 22 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/F V) FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE. B) VERIFY THE DESIGN PRESSURE RATING (LBS/FT2) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY(LBS/FT'1/FT'1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. REVISED A with the Flmlde `����y 4YNN M111F'�i i ')NO.58705 act ' .. FLORIOP' '%�FSSIONAL ` A. LYNI4"Il1LEA, P.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) :1. SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOW SEE SHEETS 18.20 FOR HOLE ° I° LOCATIONS . I I Q Lt EXTERIOR ' :? EDGE ' DISTANCE d FOR d' MASONRY a ANCHORS JWONi$ 0pp BUCKSTRIP TYP.ANCHOR 4g AND PER SUBSTRATE, oY i ATTACHMENT SEE SEE TABLES IB-10B BYOTHERS, SEE NOTE 1, N SHEET 1. .B . ... t s :.. :: ..• Z MIN 2.7 K51 .'`':' EDGE CONCRETE OR CMU't I DISTANCE, J F----1-SEESEETABLES EDGE FO ANR MASON CHORS RYE 1B-10B W Q God' SIDE VIEW j Z (0i F e EITHERTHESTANDArL D OR OFFSET RMULL Z 5 a, CLIP MAY BE d d' THIS INSTALLED 7HOD. J fA 9 TYP. ANCHOR PERSUBSTRATE. SEE TABLES IB-10B BUCKSTRIP T : ' AND CHMENT EMBEDMENT' .. • •.:: "" • •: '•::.::• ..k I •..�'•; ��� SSYONOE, Jam. SHEET I. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED ea complying with the Florida Building Code AcccPtanco No �- ExL,ijatio. Nte By Miam' Dade Prod&d IIIIIIIfII// fir: NO.58705 ILI Z. I ••. S7 TE OF PCORXV SSIONAL 0. A. LYU MILLLR, RE, FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD. OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. EXTER OR °a 4 a EDGE DISTANCE FOR MA30NRY - ' TYP.ANCHOR PER SUBSTRATE, SEE TABLES 1B-10B MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW I TYP. ANCHOR PER SUBSTRATE, SEETABLES IB-1013 I. I EDGE DISTANCE FOR MASONRY ANCHORS :a ,B SEE TABLES 1B409 BY OTHERS, SEE NOTE 1, SHj. EET I. �-•' .. - EDGE •'-.DISTANCE -I SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 18.10E SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR DETAIL E: --1 .125'MIN. MULLION TO MULLION ® k� {— INTERSECTION NOTES: e (U-CLIP) �><� 1) MAY BE INSTALLED IN "TEE" OR 'CROSS' INTERSECTIONS. i VAF cY 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. N 3) SEE U-CLIP DRAWINGS, SHEETS 18-20 5 TOP VIEW FOR CORRESPONDING MULLION. MULLION z VARIES -I ----I 1 J Al2 STEEL SCREWS, � SELF -DRILLING OR PRE -DRILL Q' ffi `;MULLION AND USE EMS to lL a m �, -. a. MULLION H zCc c 0 L= U-CUPECTION �• EXTER OR i a ~ z z a CD SEE SHEETS 18-20 FOR O LSz S1p .. HOLE LOCATIONS Q 0 8 FRONTVIEW EDGE > -i LLI DISTANCE SEETABLES FL 1B-10B cn V cn Q > ti 2 z (n 8 G SIDE VIEW g� DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) \� SEE TABLES IB-108 v 0. SEE SHEETS ® PRODUCT REVISED 18-20 FOR as complying with thoNwida - HOLE Building Code ` LOCATIONS Acceptance No Ex iraliat Date );=. " �c MULLION By Miani cedroduct " 7111111f//j� EDGE DISTANCE NX FOR STEEL' STUDSTHINNERTHAN SEETABLES `�� �`Z'0 • CENS.., �''•F'P �� 18 GAAND COMPLIANT WITH THE FL BUILDING 1 B•10B CODE, A 2X WOOD BACKER MUST USED. • ' ATTACHMENT BY OTHERS. NO. 58705 USE WOOD ANCHOR SPECS SIDE VIEW NOTES: _— — a j3oII Uj, 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. %�.t�'•., FLOR10P;••��`� 2) SEE CORRESPONDING MULLION TABLES, /ON AL o "' SHEETS 5-17, FOR QUANTITY OF SCREWS. A. LYNNIIU ILLER, P.E. FL P.E.# 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS A-E, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. O O O O SIDE VIEW SHOWN WITH I'X 4'X.125' MULLION EXTERIOR STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR O STANDARD CLIP TO BE MODIFIED IN -FIELD. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O O O TOP VIEW I TYP. ANCHOR I I PER SUBSTRATE, I 1 1 I j I I SEE TABLES 111-118 I I I. m I 1 I I I I� I I I I I I I 2'X6'X.125' II I I ANGLE CLIP. I 2 PER MULLION END, I I MUSTBEINSTALLED I I j I I INSIDE OFMULL. I I I 1 Cb INTOWOOD. EXTERIOR STEEL, ALUM ORMASONRY %//�/////////////////// EDGE DISTANCE PER ANCHOR I f NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11' X.125" MULLION. 2) SEE TABLES 1B-1OB FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) I, O O O O TOP VIEW I - 1 I I I TYP. ANCHOR kSUBSTRATEABLES 12B OR 13B RIOR S'ANGLECUP, R MULLION END, MUST BE TALLED INSIDE OF BAYMULL NOTES FOR INSTALLATION OPTION G & H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-11 B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. with�Ihhe HoTida °lir�4-FY�3Q�t "\`-y LYNN M/� * . n/ 140.68705 %��• N IS ATBO� •c��: i�XN PLORIOP''�V\� A. LYN�I MILLER, P.E. FL P.E.# 68705 TABLE 1A ^DLC ID Anchor Capacity Table (lbs) Subsinne: 2.7k Concrete 3.6k Corlo. Hdi—CMU Filled CMU PTWWd Melel Anchor Clip Patterns AMhW Type: 311V Elco Ulrgcon U4' Etco Ullrecorl 5118` OGO Ulireeon 3118' FJw UllreeOn 114" Elco Ulm— 1/4' SS Elw Ag9reGffior 5/16^ ElcO Ulireeon 114^ SS Elco AggreGslar 010 Sted 3emw(GS) 412 Steel SCrew(G5) 012 Sled Scrsw(G5) Edge Distance (in): 1' 2-112 1' 2.1/Y 3-1/81 1' 2.112' 1" 2-1/7' 1 2` 3-116' Y 0.49' o.ti4' 0.u' Embed ment 11. 2 ArI9h0re 4.76^ Min. O.C./ Slendard W Offset Cup (Fig. 1)' 4 Anchm @ 1.15" Min. O.C. / 81WMsld (W ORse0 C11P (Fig. 2): 4 Anchors (Q 3" MIn. O.C.1(2) 216 Angfe Gips / (Fig. 3): 2 Anchors Q 0.45^ Min. O.C.1 LLCIp, Into 1/8" Alum. (Fig• 4): 1-W I -WO 1.3/4" I:W 2" 1.114" 1.1/4^ 1-114" 1-1/4" 7-1/4" 1-1/4" Y 7-318` 7-3/8' (see note 4) 390lb• 480lbs T801bs WA 3901b• 7001bs 780IW WA 4601be WA 8801bs WA 8901be WA ISM lbs WA 16441ba WA 1890 Ibs WA 270lbs WA 5401bs WA 260 Iba 38D Ibs 660 lbs WA 3541113 WA NIA WA 740 lbs WA 780 ib6 WA 4681bs WA 9381bs WA 6841ba WA 8 00 lbs WA 114121m WA 23641b3 WA 961bs 6521bs 6521bs WA 4201bs 8401bs 8401W WA RD Ibs t 1201ba 11201bs 7%ft 1 AnchW/F-Clfp(Fig. S): 1951ba 195lbs 226lbs 4451be 82216a 1351ba 1401be 1771bs 370Ibs 23416s 3321bs 597 Ibs 1631ba 2101be 28D Ibs 2 Anchors (Q 1.16' Mln O.CJ F-C1Ip (Fig. 6); 2401bs 3501ba WA WA WA WA 19D Iba WA WA WA WA WA 3261bs 4201bs 560Ibs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: O O FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: ANUKUK GAPAUI7 Y ADJUSTMENT FORMULA: (D -)X f. ANCHOR CAP.,,,,,_ =ANCHOR CAP. — MULLION CAP.,"„„"" USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALT. BE 6063-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. C11 REVISED g with the Florida do r� k No.58705 85 �j�.t��'•.. FLORIOP' i A. LY INN MILE, P.E. FL P.E.# 68705 TABLE 2A Anchor Capacity Table (Ibs) 3ubstrete: 2.7k C—lo 3.6k Cox. Hollow CMU Filled CMU PT Wood Metal AOCh07Clip Patterns Anchor Type: 3/16'EIco Ultremn 1/4`Elco Ullrecon 5116• Elco Ullracm 3116"Elm Ull.m. 1/4'EIm Ultm— 1/4" 55 Elco Aggrel3ator 5/16' Elco txtrecon 1/4' SS Elm AggreGelcr A10 Sleet Saew(GS) 912 Steal Serew(G5) 012 Steel Scre (35) Edge getanee(in): 1` 2-112" 1•1 2.112' 3.1/9• 1' 2-1/2' 1• 2-1/2' 2- 3-1/8• Z. OAV 0.64• 0.324" 2 Arrchom Q 4.75• Mtn. O.C. Embedment (n): / Standard or Ortael pip (Fig. IT: 1J/4" 3801ba 1.314" 39D Iba 1.3/4' 4501bs 1 8901ba 18441ba 1-114° 2701ba 1-1/4" 2801be 1-1/4' 354 lbs 1-1/4' 7401ba 1.1/4• 468 lb. 1.114' 6S4 We 7' 11821be 1J18" 328lba I-Va• 420lba (see Moto 4) 6801ba 4 Anchors U 1.1E Min. O.C. / Standard (or Offset) Clip (Fig. 2): 480lbs 7001bs WA MIA WA WA 380 lbs WA WA WA WA WA 652lbs 840lb. 112011,3 4 Anchors a 3" Min. O.G / (21 2x5 Angle pips / (Fig. 3): 780Ib3 780Iba 680 We 15801bs 1896 lba 54016a 660lb. WA 760 lbs 936 lbs 880 Me 23841bs 6521ba lb 2 Anchors 0.45" Min. O.C. / 5§p, Into 7!a'Alum. (Fig. 4): WA WA WA WA WA WA WA WA . WA WA WA WA WA 1 Ancltof/F-Clip(Fig. 5): 19610a 196 lb. 225lb. M61ba 822lba 136 lba 1401bo 177lb. 3701W 234 lbs 332 lbs 59116s 1S91bs im 2 A.M. (.q 1.tE Min O.CJ F-0Clip (Flg. e): 740 Iba 350I41 WA WA WA Wp 190 !be WA WA WA WA WA 3281ba nL UFFQE r Uur, USE THE -SAME ANCHOR PA 711 ERN AND ANCHOR VALUES AS THE STANDARD CLIP. RNUHUK UAl-AGI1 T AUJU.1'T MENT FORMULA: ANCHOR•CAP.,®,— (DP )X ( MULLION CAP.,,„,,,,,,,) =ANCHOR CAP...' USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION' CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE I: FIGURE 2,PRODUCT RFViSED TABLE NOTES• • oscomplying with llteFlar(da � • Building Oode O O • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. Acceptance No I SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000' f--• Exreti0 64[c 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. By - - FIGURE 3: Miaw adeProdlKt' It 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. 2.000" ALL MULLION CLIPS MAYBE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. �� •.• ANGLE CLIP MUST BE USED IN PAIRS. �GENSE •'•. F'P* % 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED a�375' � Q�: ' � FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED * No. 58705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1" X 2" X.375°MULLION �C O • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT II II _ LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �'O Q ( I0 11 ;' LCl • THE MATERIAL ' STA E OF 10�: A. LYNf4MILL�R, P.E. FL P.E.# 68705 TABLE 3A Anchor Capacity Table (Ibs) Substrate: 2.7k Concrete 3.6k Cone. Hollow CMU Riled CMU PT Wood Metal Anchor Clip PaBerns Anchor Type: Edge Olatence M): 31t6•EIcoUlUacon 1' 2412• 1/4'EkoUllracon 1• 2-112' 5118' Elco Uitrecce 3.116" 3/18'ElcaUOrebon 1" 2-112' t/4•EteoUitracon T 2-1/2^ 1/4° SS Elco Aga RIM 2' 6H8' Elco UK— 3.1/6• 7/4• SS Eloo AggreGator 2-OAV 010 Steel Screw(G5) 012 Steel Screw(G6) 0.66• e12 Steel ".(GS) o.aza• Embedment On): 2 Anchors @ 4.75' Min. O.C. / Standard or Offset GIP (Rg. 11: 4 Anchors Q 1.15' Min. O.C. / Standard (or Offset) COP (Fig. 2): 4 Anehom Q 3° Min. O.C. / (2) 2H6 Angle Cape / (Fig. 3): 2 Anchae ®0.45' Mln. O.C. l U-Clip, Into 118• Alum (Fig. 4): 1.31r 1J14° 1514' 1-314^ T 1-14' 1-t/4• 1-1/0 1-1l4^ 1-1/4' 1-il4^ 2' i-ww 1-XV (sea note 4) 390 the 3901be 4501be 8901bs 1644 lbs 27016s 2801be 3641be 740 toe 463lbs 664 lbs 11821be 3281n3 4201ba 5601bs 460 line 760 lbs WA 70016s 7801be WA WA 680Ina WA WA 1660lbs WA WA 1895 the WA I WA 640Ibe WA 1 380lbs 01 Iba WA WA WA WA WA 760 Ibe WA WA 935lbe WA WA 88D the WA WA 23641b3 WA 86216s 8521be WA 840 the 8401ba WA 112D ]be 1120lba 716Ibs 1 Anchor/ F-Cffp (Fig. 5): 2 Anchors @ 1.1S Min. O.C.1 F-C8P(Fig. 6); hlnTe. eno Tue rN I nr re , ­1 r„_ .... ....... 195 Ina 2401bs _ 1g5lba 35olbs _. _..__.. 2251ba WA -.._ 4451be WAI 622163 WA 135 Me I WA 1401ns I 19016s 7771bs WA 3701b5 WA 2341ba 1 WA 332lba WA B91 lbs WA 1631ba 328lba 2101be 420 Ibs 2801b5 660 lbs FIGURE 1: FIGURE 2: O O 1111 to FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: a.M"CUVALU=i AKt Ubtu IN THE EXAMPLE ON SHEET 21. m.nr._hnuLA: (Op-) X ANCHOR CAP.,,,,,,,,,\ ANCHOR CAP... `MULLION CAP.,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK CI GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. as complying with the Florida Building Cade Acceptance No E pimtioor h. By Miazn Dade Praducl \V11111// * ' N0. 58705 •.► OF A. LAW MVER, P.E. FL P.E.# 68705 TABLE4A Mullion Capacity Table Ibs/tt1 _ Opening Width (for verOcaIVspanning mullions) or Opening Height (far horizontally -spanning mullions) 501n OO In 70 in e0 in 1 901n 1 1001n 120 In 1401n ISO In 1 % 2.lu X 860 Alum, ReGenguiar Lmdhg TreplTdang. Load! Rectangular Loading Trep/rdeno Loading Rectangular Loadng Trep/rdamg, Loading Recterg.lar Lowing TrepTdang. Loading Rectangular Lwding Trep/Tdang. Loading Rectangular warring Trepniiarg. Loading Rectangular Loading TreprIdeng. Loading Rectergrder Loading Trep/idang. Loadirg Rec rt lar Load g Tre Loading . Tubb Mullion r_ �� �o �-a ¢`rc¢z �`� �g's _ 9`� a �� P`e•e �� �•e ti `� ci ` P•gg ci �� 3 Q'3 u �� ci ` .�' 3 •`'�E �'g �� Zia 3 P•a �� E•e �� gym .$� g� $" g� S�" Eg� .�� Es �� .�•� `�-`� s� �y•s Zrc 4 In 17 . 620 170.0 436 170.0 744 170.0 478 170.0 868 170.0 506 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 156.7 '1620 170.0 521 136.8 1520 170.0 521 48 in 170.0 708 17..0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 17QO 661 170.0 1275 170.0 677 170.0 1417 170.0 SOO 141.7 1417 170.0 88D 121.5 1417 170.0 680 100.3 1417 170.0 680 50.625 in 170.0 747 170.0 $03 170.0 096 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 162.6 1286 170.0 747 148.3 1288 170.D 768 121.0 1206 170.0 766 104.6 1288 170.0 758 91A 1286 170.0 750 641n 170.0 797 170.0 612 170.0 950 170.0 691 170.0 1116 170.0 754 150.7 1130 170.0 B03 133.9 1130 170.0 837 120.8 1130 170.0 856 100.5 1130 170.0 861 86.1 1130 170.0 851 75.3 1130 170.0 Sal 601n 170.0 885 170.0 701 146.5 915 102.3 701 125.5 915 144.5 746 109.9 915 1323 735. 97.8 915 123.9 726 87.9 915 118.5 720 73.2 915 114.4 715 62.0 915 114.4 716 64.0 015 114A 716 631n 151.8 830 161.9 710 126.5 830 138.9 604 100.5 830 123.2 081 94.9 630 112-2 S70 84.4 830 104.6 662 75.9 830 99.4 658 63.3 630 04.5 849 54.2 830 94A 649 47.4 830 04.1 840 CI j 66 In 1321 757 140.0 850 110.0 757 110.8 WO 84.5 757 105.9 80.1 624 MO 82.5 63.0 757 SW 0&1 72.2 614 521 73.4 56.5 757 038 89.1 68.5 SOS 614 66.0 50.9 767 638 04.2 62.3 800 508 55.0 424 757 038 79.0 57.2 593 SOO 47.2 36.3 757 638 78.2 55.3 591 497 41.3 31.8 757 638 78.2 65.2 591 497 721n 101.7 636 106.8 552 e4.8 638 91.0 FAD 2im 781n 88.5 571 90.4 498 721 571 76.8 48B 71 87.4 470 54.1 571 60.e 471 4S.D 571 55.5 404 43.2 571 51.6 459 38.0 571 47.0 451 30.9 571 44.8 447 27.0 571 44.6 448 781n 80.0 642 83A 474 68.7 642 70.8 465 57.1 542 62.1 458 SMO 542 65.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 28.0 542 1 40.8 1 425 25.0 $42 40.1 423 001n 52.1 407 1 53.7 1 381 4&4 407 45.4 3M 372 407 39.6 349 32.5 407 35.3 343 1 28.9 407 32.1 338 28.0 4D7 20.6 SM 21.7 407 XI 1 327 10.0 407 24.1 322 16.3 407 23.0 319 96 In 42.9 358 44.1 320 35.8 358 37.2 314 30.7 358 324 309 26.6 358 28.8 304 23.8 35B 28.1 300 21.5 366 24.0 2B8 17.9 358 21.0 280 15.3 358 19.2 284 108 In 3DA 283 30.0 255 2&1 283 25.9 261 21.5 283 225 .7 18.8 283 19.9 244 16.7 283 1&0 240 15.1 283 16.5 237 Ili in 27.8 267 28.3 242 23.1 267 23.6 236 19.8 267 20.6 2W 17.3 287 18.9 i 231 r1i.4 267 16.5 22B 1201n 22.0 229 223 209 18.3 229 1e.8 205 1S7 22D 18.2 202 1 HOLC 41 Anchor Capacity Table ([be) Substrate: 2.7k Concrete &5k Conc. Hollow CMU Fined CMU PTWood Metal Anchor Clip Patterns Anchor TYPO: 3/18"Elm Ullrnx;on 1/4"Elco lBtmcon 6/1V EElm1/4" UBracan 0118^Elm Ultremn 1!4"Elco Ullrecon SS Elm AgateGelor 5116" Elm Ullracon 1/4- SS Elm A9greGetor 1110 Steed Screw(C5) 012 Steel 6craw(GS) 012 Steel Screw(GS) Edge Dlatsnce (In): 1' I IT 1" 2-71T 3.1/8' 1" 2-112' V 2-lir 2' 3-1/8' T 0.48' O.w 0.32e Embedment (In): 1-a14" 1.3/4" 1.31P 1J74' P' 1-1/4" 1-tla" 1.1l4" 1-114" 1.114' 1.11 r T I-wir 1-318" (eae note 4) re a:.75"MI C./S Ofsel CII 1 .1: 390lbs s 4501be 8901bs 10441be 270 lbs 2801be 3541bs 7401b3 4681be 6641bs 11821t19 3281bs 4201ba 6601ba 4 A .11511 .16" Mirt O.G. / Stentlem or OBseU Up (FEg. 2): 4801ba 700Ib WA WA WA WA 3801bs WA WA WA WA WA 6521bs 11201ba 4 Anchore in. O.C.! (2) 2x6 Angle Glps g. 3): 7801bs 6801ba It. I s 1.. Ibe 54D lbe 560Ibs WA 76D !be 938. SOO Ibe 23B41bs S521bs 112016s 2 Anchore 0.45 Min. O.C. / UClip, Into 1/6' Alum. (Flg. 4): WA WA WA WA WA WA WA WA WA WA WA WA WA 7161bs 1 Arwhw/F-01p(Fig•5): 195Ibe 19511,3 225lbs 4451be 6221ba 1951ba 1401bs 1771bs 37013s 2341bs 332 Ib 59110s 1631be 210lbs 2801ba 2Anchas (� 1.16^ Mtn. O.GI F•Gip (FIB• 6); 2401Da 35016e WA WA WA WA 1901bs WA WA WA WA WA 3281bs 4201bs SBO lbs MN I.n. 4 Awl r =ANCHOR CAP.-"" USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLIOI CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. rvv t o: rvr% I nE vrrst i Cur, Ubt I Ht SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. FIGURE 1: URE 2 - TABLE NOTES: 0 O O 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. • . • . ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 4: FIGURE 5: FIGURE 6: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT O LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. V X 2.75" X .650' MULLION P140DUCT REVISBO ds complying lvith the Flotidp Buildibg Code AcceaNanoa No ) Ex itatior4lidle /! By Mi adeRndticF LYNN /11111111 // �`♦�'�••'LICENSR''•F'P *' No.58705 04, P11 1 SS%NM- �?.. A. LYNW MIUR, P.E. FL P.E.# 58705 TABLE 5A Mullion Capacity Table Iba/ter Opening Width (for vertically -spanning mullions) or Opening Height (for hormontalty-spanning muWDns) 50 in 601n 70 in 801n DO in 100 in 1201n 1401n 1601n 1"X 3.125" % .500" Alum Tube Mull Rectangular Loading a �e TraplTdang. Loadtrg s�� so ¢ Reclerpilar Loading ��, a`rc Tmprrdarp. Loading gyyS Vie. arc ReclOrqular Loading }}ttS fe drn: Tmp/Tdaug. Loading s �arc RectangWa Laed'rg 8 }t� TraplTrlang. LoerDno a ci �� gg Rectagular Loading ci ci ` �g� arc Tiep/Tdsng. Loading 3 _ �@. Rectangular Lmadrp Tmsp/TdaAD. Leading Rectangular Losdtng ci ` Trapfrdeng. Loading ci 3 g Rectangular I.aadup � 3 •3 ` Trwrdelp. Loatling ci ReclengWar Loading (i g� Tmprrdap. Loading 3 }fit& 421n 170.0 820 170.0 435 170.0 744 170.D 478 170.0 BBB 170.0T754170.0 .0 BB2 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1988 170.0 521 170.0 1735 170.0 b21 164.4 1802 170.0 621 481n '170.0 708 170.0 $24 170.0 850 170.0 584 170.0 092 170.00 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 BOB 157.7 1577 170.0 680 135.1 1577 170.0 680 118.2 1577 170.0 660 50.6251n 170.0 747 170.0 B63 170.0 696 170.0 831 170.0 1046 170.00 1165 170.0 723 170.0 1345 170.0 747 170.0 1404 170.0 756 141.7 1405 170.0 758 121.5 1495 170.0 756 108.3 1495 170.0 758 S/In 170.0 797 170.0 612 170.0 958 170.0 697 170.0 1116 170.D.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 858 124.6 1401 170.0 801 100.8 1401 170.0 061 83.4 1401 170.0 661 601n 170.0 885 170.0 701 170.0 1063 170.0 797 156.5 1158 170.07 1156 167.0 925 123.3 1156 156.5 917 111.0 1156 149.7 010 92.6 1158 144E 903 70.3 1158 144.6 9D3 69.4 1158 144.5 003 83 to 170.0 B30 170.0 745 159.8 1048 170.0 850 1370 1049 1555.E 1049 141.7 848 106.5 1049 132.0 838 9S9 1048 1255 Bie 79.9 1048 118.3 820 e8.5 1049 118.9 B7B 59.0 f049 110.9 819 0188 in 166,e B55 170.0 7B9 138.0 955 1B1,3 804 119.1655 133.7.2 855 121.4 775 928 955 712.fi 785 834 B55 106.4 757 68.5 955 98.8 748 59.8 955 98.7 748 fi21 955 98.7 748J 721n 12&5 BD3 1349 697 107.0 803 114.9 882 91.8 803 101.1 803 912 659 71.4 603 83.9 649 64.2 903 7&8 642 53.5 803 722 032 45.9 803 69.8 028 40.1 603 69.7 827 M 761n 109.2 721 114.1 029 91.0 721 97.0 618 78.0 721 85.1 605 60.3 721 76.5 595 60.7 72/ 70.1 SBB 64.0 721 65.4 579r27.4 721 - 59.4 569 39.0 721 BAD 584 34.1 721 W.1 W3 78 In 101.0 064 105.4 599 04.2 684 89.4 567 .4 576 63.1 604 70.4 567 5&1 684 64.4 50.5 e34 59.9 551 BB4 54.1 541 36.1 B64 51.3 538 31.6 884 50.6 534 001n 65.8 514 87.9 458 54.8 514 57.3 448 0.0 440 41.1 514 44.8 433 3&6 514 40.5 929 514 37.3 421 514 33.0 412 23.5 514 304 008 20.8 514 29.0 403 081n 54.2 462 55.7 404 45.2 452 47.0 398 .0 M2- 390 33.8 452 38.4 384 30.1 452 929 27,1 452 30.3 373 452 26.0 365 19A 452 24.2 359 16.9 452 278 355 357 38.9 322 31.7 357 32.7 917 .4 312 23.0 357 2b.2 308 21.1 357 227 ]249 190. 357 20.8 29B357 18.0 283 13.8 357 1&2 267 .11.9 3S7 15.0 283 Ell 35.1 338 35.8 308 282 938 30.1 301 ,1 29B 21.9 338 23.7 292 19.5 336 20.8 17,5 338 18.0 284 338 18.5 278 125 338 14.8 279 11.0 ,338 13.6 280 27.7 288 28.2 283 23.1 280 23.7 259 .5 259 17.9 288 10.1 252 15.4 2B9 18.3 73.9 289 14.9 246 11.6 289 12.8 240 0.9 280 11.4 1 236 1 0.7 1 289 1 10.4 232 Anchor Capacity Table (Ibs) Substrate: 27k Concrete 3.5k Caw. I Hollwcmu Filled CMU PT Wood MetW Anchor Clip Patterns Amwhn TypB: 3H6" FJco Ulf- 1/4' Elco UlOawn Silo, Ell.1/4° 1111mcM 3/18' Elmo Ullrecon 1/4' Qco Ullmcon SS Elmo AggreGata 6116' 151- Ultmcon IM SS El- A9gre0eta 11081 Screw(G6) #12 Steel Sr4ew (G5) 012 Steel Semew (GS) Edge Distance (In): 1. 2.1/Z' 1" 2-11Z' 3.118' 1' 2-1/Z' 1' 2-11Z 2' 3-1/0' Z' 0.4V 0.54" 0.324- 2 Anchors Q 4.75-Minn. Embedment (in): O.C./ standard Clip (Fig. 1): 73/4- 300lbe 1-3/4' 3901bs 1-314- 4501be 1-3w MIR Z 1644 Iba I-im 270Ibs 1-1/4' 280 Iba 1.1/4' 351 Ibs 1-lie 740lbe i-1/4' 488lbe 1-114' 664 Ibs 2 11821b• 1-w8' 328Ibs /-916' 420Iba Lees mte 4) 660lbs 4 Anchors �l.lS Min O.G /Blended dip (Fig. 2): 4B0ID9 7001bs WA WA WA WA 380 We WA WA WA WA WA 8521ba B401bs 11201ba 4 Archola (>33' Mln. O.C. / (2) 2e5 Angle GIp3 (Fig. 9): 7801ba 780 U. 8901be 1560lbe 18961bs 540 lb, BBO Iba WA 7601W 93e Me 8601be 2364 Ibe 652lbs 840 lbe 11201bs 3 Anchors G 0.45' MIn, O.C. / U•Gip, Into 1/8' Aium Mg.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 10741bs 1 Anchor / F-Clip (ITg. 5): 1951bs 1951De 225 Me 445lbs 82211a 1351bs 1401Ds 1771bs 3701bs 23410s 3321bs 591 1be 1031bs 2101bs 280 0n 2 Arwhom @ MYMDm. O.C. / F-GIP (Fig. 8): Mr1TC- Cr1R TUC r1CCCCT 11 ro m mee Tur cw•.� 2401W w•mnui.n 9501bs nwn�..0 WA .........,.......... WA WA WA 190 lb. _ WA WA WA WA WA 3281bs 4201b3 560 Ns ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ANCHOR ANCHOR CAP.- MLIO ULN CAP.,,,,,_ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2: TABLE NOTES: • O 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3; 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -1 F 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. FIGURE 4: ANGLE CLIP MUST BE FIGURE 5: USED IN PAIRS. FIGURE 6: • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEASTALICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND O ®h - d SYa PRODUCT RBVIwilhSTib esmmplyingtR9hT0[hfa ' Buildib6 Code ���� ,," AcmVtnnmo Nu�� --Q2=- - ME0905 ON1 LYNN CENg'M/Z��'P * No.58705 _ Df O (,kE O If :�p'•. STA 0 ' • Z UMILV6A. LY. , P.E. FL A.E.# 58705 TABLE 6A Mullion Capacity Table (Ibs/fe) Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally -spanning mullions) 501n 60 In 70 in 801. so In 1001n 120 In 1401n 160In 1 x 4 x .125 Rectangular Load Trap/Tdeng. Loading Rectanguar Loaning Loadingding Trep/itleng.[142 ngWar Tmp/mang. Loading Reclanilular Loading T."..g. Leading ReclarguI., loafing Trep/id.ng. Wadi Rectangular Loading TMP/Tff q. Loading Rectangular Loading TraplTdang. Leading Rectangular Lowing Tmp/Tdang. Loading Rectangular Loading Trep/TQang. Loading Alum Mul Tube Mullion c � �s i s � t� �g^ ci ` �g d�a' � ci 5Yqio Zi2�421n 170.0 620 170.0 435 170.0 744 170.0 478 868 170.0 506 170.0 8B2 170.0 519 170.0 1116 1700 521 1700 1290 1700 521 170.0 1488 170.0 621 145.8 1499 170.0 521 127.6 1489 170.0 521 481n 170.0 708 170.0 524 170.0 850 170.0 584 992 170.0 630 170.0 1133 170.0 861 1-10.0 1275 170.0 677 156.3 I= 170e U. 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 13M 170.0 680 50.625 In 170.0 747 170.0 663 170.0 896 170.0 631 1046 170.0 684 170.0 1195 170.0 723 166.1 1236 170.0 747 140.5 1235 170.0 756 117.1 1235 170.0 780 100.4 1235 170.0 758 87.8 1235 170.0 758 54 m 170.0 797 170.0 612 170.0 056 170.0 691 1116 170.0 754 154.4 1158 170.0 803 137.2 1158 170.0 837 123.5 1158 170.0 866 102.0 1168 170.0 661 88.2 1165 170.0 061 77.2 1150 170.0 661 60 N 170.0 885 170.0 701 168.7 1042 170.0 797 1042 101.1 B32 125.1 1042 146.7 815 111.2 1042 136.8 801 100.0 1042 13D.2 791 83.4 1042 125.1 782 71.5 1042 125.1 782 62.5 1042 125.1 782 170.0 830 770.0 745 151.2 982 163.6 818 802 149.4 7B9 113.4 B82 131.0 782 100.6 092 121.4 768 90.7 992 114.8 768 75.8 882 10d4 745 84.8 g92 108.0 744 58.7 882 1060 744 4n 185.4 847 170.0 7B9 137.8 847 148.0 788 947 130.3 788 103.4 847 117.7 752 B1.9 847 108.7 738 82.7 947 102.2 727 88.9 947 85.1 713 58,7 847 84.0 711 51.7 997 89.0 711 d136.8 J115.6 178h 848 1427 737 113.2 899 121.8 722 97.0 848 106.9 708 84.9 849 86.4 898 75.5 849 08.7 688 87.9 848 82.7 875 68.8 848 75.3 859 48.5 899 72.6 852 42.6 849 72.4 851 762 120.7 885 96.3 782 102.8 852 82.b 782 80.0 640 72.2 762 80.9 628 89.2 762 74.2 620 67.8 762 68.2 613 48.1 762 82.8 802 41.3 782 68.8 597 98.1 782 59.4 595 108.9 724 171.4 834 89.0724 70.3 724 82.9 608 68.8 724 74.4 599 59.4 724 68.1 591 53.4 724 63.4 683 44.6 724 67.3 573 38.2 724 64.3 567 33.4 724 53.5 665 69.6 543 71.8 483 58.0 543 49.7 543 62.9 486 43.5 543 47.1 458 38A 543 42.8 452 34.8 543 39.5 446 29.0 543 34.8 438 24.8 643 321 430 21.7 543 30.7 426 96 in 57.3 478 58.9 427 47.8 478 40.e 476 43.2 412 36.8 478 38.6 406 31.6 478 34.8 400 28.7 478385 23.8 97628.1 388 20.5 478 25.8 360 17.9 478108 In 40.3 377 41.1 341 33.6377 t49.71 28.8 377 30.0 330 25.2 377 28.8 325 22A 377 24.0 321 ' 20.1 377 22.0 317 16.8 377 18.0 310 14.4 377Mll�n37.13 357 37.8 323 30.B 357 28.5 357 27.0 313 23.2 357 24.4 309 20.6 357 22.0 3a6 19.5 357 20.1 301 15.4 35717.4 29429.3308 29.8 -1. 24.6 306 21.0 3W 21.7 270 18.. 308 Is.2 2.7 16.3 3. 11.3 213 17.0 272 17.2 186 Anchor Capacity Table (Ibis) Substrate: 4.7k Con ele 3.5k Conc. Hollow CMU Filed CMU PT Wood Metal Anchor Crip Patterns Anchor T YPa: 3l18 Elea Ullrecon 114' Elco Uitrsmn 5116" Elco (gbawn 3116" Dco Ulbacon 114" Elco Ultrecon 1/4" SS Elco AggreGelorgreGatar ' SS EtcO #10 Steel Screw (GS) #12 Steel Screw (G5) 012 Steel Serew (GS) Edge Distanc.#.y. Embedment tiny 1- 2-1/2• 1" 2-1/2- 3-NB' 1" 2-1/2" 1" 2.1W Y 2' OAF D.W 0.324' 13/4• 1314" 1.3W 1314" 2- 1414' 1.114, 1414" 1.1W 1.1/4" 2' 13/8' 1318' (aeen0%4) 2 Anchors@4.75'Min. O.C./ Standard CBp (Fig• 1 or2): 39DIbs 390lb3 450lbs 890lbs 1644lbs 270 to. 2801bs 354lbs 740lbs 468lea 1182lb3 A=4 3281bs 42D Ihs 660lbs 4 Anchors @ 2.26" Min. O.C. I Standard Clip (Fig. Ty. 700Ibs 70016s 580Ibs 1410 Its 952Ibe WA 660 Ibs WA 630lbs WA WA 652lbs 840lbs 1120)6s 8 Anch.m @ 1.16' Min. O.C. / Standard Gip (Fig. 4): 960 lbs 1400lbs NIA WA WA WA 780Ibs WA NIA WA NIA 13041bs 1680Its 2240lbs 4 Anchom @ 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. 5): 780 Ibs 78g lbs 900 lbs 17801bs 3288lbs 540lbs 5601bs 708 The 1480 lbs 636 Ito 384lb. 6521bt 84016s 11201bs B Anchore@3"Min. O.C./(2)2x5 Angle Clips (Fig. B): 11701bs 11701bs 1020lb8 2340 n1s 2844 lbs 810lbs 8401bs WA 1140Its 1404 lbs 13201bs 35461bs 978 lbs 1260lbs 1880lbs 4 Anchom @ 0.45 Min. O.C. / U-Cip, into 118' Alum. (Fig. 7): WA WA WA WA WA WA NIA WA WA WA WA WA NIA WA 1432 lbs 2Anchom @ 2.25" Min. O.C. ! F4:ilp (Fig. 8): 3501bs 3501bs 28016s 7051Ds 4761bs WA 2801bs WA 3151bs Olbs 4401bs D Ibs 3261bs 42016s S601ba 4 Anchom @ LIF Min. O.C. I F-Clip (Fig. 9): 480 lbs 700lbs WA WA NIA WA 380Ibs NIA N/A NIA NIA WA 8521bs 8401bs 1120Ibs ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,") X \ ANCHOR CAP.,„,ANCHORCAP.- \MULLION CAP.,,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. N r E: rule I no OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TABLE NOTES: • ° • • • • • • • • o o o o o o • • o • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 0 0 0 • o 0 0 0 • o o • • • • • ° • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL FIGURE 6: FIGURE 6: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD • • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW ANGLE CLIP (FIGURES 566) MUST BE USED IN PAIRS. SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. --+ 1.000" 4.000" '125' 1' X 4' X .125' MULLION As complying with the Florida Building Cod. Acceptance No .O" E pin"'onBZdte By l Miam nd6FleducLCo11 1 1111111I rill/7 `�'��••�kGENSF•'••F�P * No.58705 -13 aIT,!;•E OF A. L NN�OI ER, P.E. FL P.E.#58705 TABLE M 1 HMLL I Anchor Capacity Table (Ibs) Substrate: 2.7k Concrete 3.5k Corr. Hollow CMU Filled CMU PT Wood Metal Anchor Clip Patterns Anchor Type: 311V Elm Umn ltm 1144 Elm Ultmmn 5 116' Elm 116' con 3116' Elm Ultmoon 1/4' Elm Ultramn 114" SS Elm AOgmGetor 5116' Elm tIllmcon 1/4' S8 Elco AggreGator #10 Steel Screw (G5) 412 Steel Screw (G5) #12 Steel Screw (G5) Edge Olsterlce (In): V 2.1/T 1" 2-IIZ' 3118" 1' 2-1/T 1' 2-1@' 2° 3.116" 7 0.49' 0.64" 0.324' 2Anchors@ 4.7V Min. Embedment (In): O.C. / Standard Clip (Flg. l or 2): 1314" . J90Ibs 1.1I4" 3901bs TW4' 4501bs I-XV 890lbs 2' 16441bs 1414" 270lbs 1.1/4' 280 [be 1-1/4' 354lb. 1-U4• , 740 ms 1-1/4• 468 Ors 14M 664 Its 2' 1182lbs 1-w 320 [be I-Tir 42011bs (see note 4) 5601be 4 Anchom @ 225' Min. O.C. / Standard Clip (Fig. 3). 7DO Ibs 7001be 580Ibe 14101bS 952lbs NIA 5BO lbs WA 630 ms NIA $80 Me WA 652lbs 84DIbs 11201bs 8 Anchors 1.15' Min O.C, f StandardClip (Ftg. 4): 060lbs 1400 lbs WA WA WA WA 760 lbs WA WA WA N/A NIA 13D4lb. 1680lb3 2240 Ib3 4 Anchors @ 3" Min. O.C. / (2) 2X5 Angle Clips (F12- 5): 780 Ibs 780 Ibs goo Its 1780 lb3 32881bs 540 Ibs 560 Ibs 708 Its 1480lbs 936 Its 1328 Its 23641bs 852 Ibs 8401be 112016s 6 Anchors @ 3' Mtn. O.C, f (2) 2X5 Angle Clips (Fig. 6): 1170lbs 11701W 10201be 2340lbs 1 2844lbs 810lbs 840 W WA 1140Ibs 140416s 1320 Ibs 3548 [be 978IW 1260lbs 16801bs 4 Anchors @ 0.45 Min. O.C. I U-Cllp, into 11V Alum. (Flg. 7): WA WA NIA WA WA WA NIA WA Wq WA NIA WA NIA WA 1432 IbS 2 Anchore@2.25"Min. O,C.f F-Glp (Fig, B): 3501hs 35016s 28D Ibs 7051bs 4761bs WA 2801ba WA 315Ibs 01hs 4401W Olbs 3281bs 42016s S601be 4 Anchore @ 1.16' Min. O.C. / F-Clip (Fig- 9): 480 Ibs 700 Ibs WA WA N/A NIA 38D Ib9 WA I MIA NIA NIA WA 8521G 8901bs 1120 ms ..... vwm r n= vrro= i �ur, Ux I = oAMt ANCHOR PAI I EHN ANU ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: • o o ° • o o • IM F-0 • • • • • • • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: AUJU51[MENTFORMULA: (DP-) X MULLION CAP.,„,,,,, —ANCHOR CAP ­ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING, SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. Florida v ..xltllllllll//, O0 0NN 4114 v * ' No.58705 VIVE-OF i A. LYNN tJI�LLER, P.E. FL P.E.# 58705 TABLE 8A Mullion Ce act Table(Ibaffe) Opening Width (for vertically -spanning mullions) or Opening Height (for hodzontally-spanNng mullions) 1.26" x 3.188" % 60 in Rectan9m. T.p/Tdang• Loading Loading 601n Rectangular Tre deng• g p/T Loading Loading 701n Rectangular Tra dan oa & Loading Loading 60 In Rectan Iar TreP/rdang gu Loedtrg Loading 201n Rectangular Trap/Tdang. Loading Loading 100In Rectangular TrepRdang• Loading Loading 720 in Rectargular Trap/Tdarg. Loading Loading 1401n Rectangular TraplTr)elp, Loading Loading 100 in Raclarguler TapridanB. Loading Loading .265" Alum Tube Mull 421a ..7 • t38�� 770.0 Q' 6s 820 170.0 $ 435 ri¢�Q'�¢ gC 170,0 a 744 �6 170.0 478 170.0 868 170.0 SOB 770.0 982 170.0 Sig 170.0 g 6s 1116 i 170.0 & . 521 3 2� 170.0 $ 1240 170.0 CIS C 521 �1�t�` i c 170.0 1488 «t999 {�✓C��` Ec 170.0 � 621' «3ii i 170.0 «c¢iii d 1736 «3ii i 170.0 14G5 Q 621 ci f 151.6 1760 i 170.0 ¢z 521 46 in 170.0 708 170.0 624 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1133 170.0 661 17MG 1276 170.0 677 17D.0 1117 170.0 880 154.8 1848 170.0 680 132.7 154e 770.0 880 118.1 1598 170.0 880 747 170.0 563 170.0 898 170.0 631 770,0 1048 170,0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 167.0 1468 170.0 766 139.2 1408 170.0 758 119.3 1488 170.0 7b6 104.4 1488 170.0 756170.0 n6l,170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0T7r4 1276 170.0 803 163.1 1376 170.0 637 146.8 1376 170.0 856 122.3 1376 170.0 861 104.8 1378 170.0 861 91.7 1376 170.0 861 170.0 685 170.0 701 170.0 1063 770.0 797 158.9 1168 170.0 1156 157A 930 123.6 1158 168.8 919117.2 1158 160.0 912 92.7 716E 144.8 906 79.4 7166 144.E 805 69.5 1158 144.8 905 631n 1T0.0 B30 170.0 745 180.1 1057 170.0 850 7373 1051 155.91051 142.0 846 10A7 1051 732.3 897j8O.1 51 125.7 B30 80.1 1051 7.822 88.8 10b1 1181 821 60.0 1051 119.1 621 Im 661n 187.1 967170.0 7B9 139.3 957 151.8 BOS t19.4 957 131.0 957 121.6 777 92.6 857 112.8 70757 108.8 759 69.8 95T 100.0 750 58.7 857 98.9 748 62.2 057 Bag 748 N J 72 in 128.7 804 135.2 898 107.3 804 116.2 684 91.9 804 101,3 671 80.4 804 81.4 880 71.5 804 84.1 6So09 78.8 843 53.8 804 T2.3 533 48.0 899 69.9 829 d0.2 804 68.8 628 0 761n 781n 108.4 101.2 722 885 114.4 105.6 830 600 81.2 B4.{ 722 8B5 87.2 89.8 818 588 78.2 72.3 722 885 85.3 76.fi BOB 577 e8.4 63.9 722 B85 78.7 70.fi 688 69B[22 722 685 70.9 81.6 58822 58085 85.5 e0.1 580 653 46.6 42.2 722 6B6 68.5 64.3 b70 643 39.1 38.2 722 685 58.7 51.4 685 637 9!2 31.8 722 685 58.2 fi0.7 564 638 901n 85.0 615 BB.O 457 54.9 515 67.5 4q9 47.1 515 50.1 441 41.2 515 447 q34 516 40.0 42815 37.4 422 27.5 616 33.1 413 23.5 615 30.5 407 20.6 516 23.1 404 98 in 64.3 463 55.8 404 45.3 45J 47.1 397 38.8 453 41.0 391 33.9 463 364 385 453 33.0 379.53 30.4 374 22.6 453 2a.8 366 19.4 453 24.3 350 17.0 453 22.0 356108 in J8.1 358 39,0 323 31.8 358 32.8 318 27.2 358 2B.4 313 23.8 956 25.2 308 358 227 30450 20.8 300 16.9 35817/In 35.1 338 35.e 308 29,3 339 30.1 .1 25.1 33B 28.1 287 22,0 338 23.2 283 338 20.11 28938 19.1 286 1201n 27.8 290 28.3 284 23.2 290 23.8 260 19.9 Z80 20.8 258 17.4 290 78.2 253 29D 18.4 249 TALI 1441n C DQ 16.1 201 18.3 186 An her Capacity Table (lbs) Substrate: 2.71, Concrete I 3.5k Con. Hollow CMU FIIIed CMU PTWood Metal Anchor CGp Patterns Anchor rypa: Etlge Clatence On): Embedment M). 2 Anchors ®4.76" Min O.C. / SlaMartl Clip (Fig. 1): 4 Anchorsa1.15' Min. O.C. l Standard CUP (Fig 2): 4 Anchors (� 3• Mlrt O.C. / (2) 2:5 Angie Clips (Fig. 3): 4 Anchore 0.45• Min. O.C. / U4:IIp, Into 1/e' Alum. (Fig. 4): 3/18` Eleo 1' 1-3/4" 390Ibe 460lba 780 ID9 N/A 1851Ds Ultracon 2.1/2" 1-3/4' 3801ba 7001ha 7F10lba NIA 18516s 1!4" Elco 1' i-3/4' 4501ba WA BBD Ibs NIA Uliracan 2.712' 1.1 8801ba WA 15801M WA 5/76' Elea Ultrecon 3.1le' 2• 1644 lbs WA 189810.a WA 3/18 Elw 1' 1-1/4` 770 lbs N/A 540169 WA Ultreean 2-1/2• 1.1N' 28016a 380Iba 660 Ibs N/A 1/4• Elco 1- 1.1/4" 3541ba WA WA WA Ullracon 2-1/2• 1.1/4• 7401ba N/A 760 lbs WA 114• SS Elco AihtmoMor Z- 1-1/4, 488 16s WA SW lbs NIA 5l18" Elco ' ' Eln 3.11W 1-1l4• 8571bs N/A 880 Ibs WA iM" SS Elco A pgreGator Y 2" WA 11B21bs[en 2384 lbsbs WA q10 Steel Scraw(G6) OAV 1-3/8' hs ba WA q12 Steel Scraw(G5) 0.54• 1-3/8' 4201b3 8401ba 840lba WA q12 Steei Screw(GS) 0.324' (see rate 4) 5801bs 112016s 1120 its 14321ba 1 Anehor/F-Gip(Fla 5j: . 2 Anchors 01.16- Mtn. O.C. / F-GIp (Fig. 6g NOTE: FOR THE OFFSET CI IP. imr TT4F CAMP Ahlnuno 225Iba 4451bs 822IN 1351. 14016a 177lbs 370lbs 23411. 332 lb. 591lbs 1631bs 210lbs 2801bs 240 )bs 35016s oAll.." WA ea s NIA WA N!A I. bs _ _ WA N/A WA N/A WA 3281bs 4201bs 580Ibs FIGURE 1: • • O O FIGURE 3: �nvrt vn� no THE STANDARD CLIP. FIGURE 2: • • ANGLE • • • CLIP MUST • BE USED IN PAIRS. FIGURE 4. FIGURE 5: FIGURE 6: M•O • (O°) X MULLION CAP,,,,,,,°aa9 ANCHOR CAP.,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 16-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33AND .045" THICK (10 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.1125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 'Y+NrS Leggy �o o�a oZ PRODUCT REVISED as complying with the Florida Building Cade Acceptance NoI+1011 4iretio Rule By Mi ado Product 1 F _ No.58705 _ ;Q A It3�ll '�'��'•. T-E OF FCOR\OP..• ' •�C�... NAL E, ` A. LYNNINII ILL914, P.E. FL P.E.# SB705 TABLE 9A 11 At5Lt ytl Anchor Capacity Table Ube) Subs Vale: 2.7k Co ete 3.5k Cone. Hou—CMU Filled CMU PT Woad Metal Arclwt Clip Patterns Anchor Type: 3l18'Eico uluaeon 1f4°Eko lDtrernn 5/16' Eko U1Vawn 3H6'Ek:o Ullreco0 1/4• Elco Ullrecan 1/4- 55 Elco AggreGalaf 5116- 121- lRlrecon 114° SS Ella Ap9n:Gator #10 Steel 5e2w(GS) #12 Steel Scmn(GS) 912 Steel Screw (GS) Edge 0lelerice (In): EmbDdmeM Uri; .1' 2-1/2' i' 2-10 3•V8' 1' 2-1IT 1' 2-1/2' 7 11/6' 2' 0.48" 0.5C 0.324' 1-i4" I-V4' I-W 144" Y 1.114" 1-1/4" 1-1/4' 1. W 1.1/4" 1-114' 2' 13/e' 148' (eee note 4) 2 Anchom@4.75'Min O.C./ Standard CIIp(Fig. 1 or2): 390lbs 3901be 450lbs ago lb. 1644163 270lbs 2801153 3541bs 7401bs 4681bs 6891bs 11821bs 328lbs 420lbe 56010s 4 Anchors Qo 2.68' Min O.C. / SleMard Clip (Fig. 3): 740 lbs 740 Ibs 6301be 14851bs 1424 Ibs WA 580Iba WA 8B5Ibs WA 880 lbs WA 652lbs 84011)9 1120 lbs 6 Anehors @ 1.71" Mi . O.C. / SteMerd Clip (Ftp. 4): 58o Ibs :CO!01 758lbs 18401ee WA WA 706IW WA 79B lbs WA WA WA E761Ds 1280Ib9 188011s aAnclrom@W MIM O.C. 1(2) ZC6 Angle Clips(Fla. 5). 7801bs 7B0 be 68DIbs 1560lbs 1696lbs 6401 560lbs WA 7601b3 1 936 lbs 8a0 lba 23641be 652 On 6401be 1120lbe 6 Ancm3 @ 3" MI0 O.C. / (2) 245 Angle Clips (Fig. 6): 11701bs 11701be 10201be 2340lbs 28441be 8101bs 840 IN WA 1140Ibe 14041bs 13201bs 35481bs 8761bs 1280 IDs iB80Ib9 3 Anchors @ I.Win. O.C. f U-Clip, Into 1l8" Alum (Flg. 7): WA WA WA WA WA WA WA WA WA I WA WA WA WA WA 0741 e Amhws @ 0.6V Min O.C. / 11-00p Imo 1/9" Alum (Fig. 6): WA WA 1 WA WA WA WA WA WA WA WA WA WA WA WA 214 Ibs 2 Anchors@2.68'Min O.C./F-Clip(FIa. 9): 3701bs 370lbs 3151bs 7431hs 7121bs WA ZBO Ibs WA 34a We WA 44DIbs WA 3261bs 120lbs albs 3Amhom @ 1.71' Min. O.C. / F-CBp (FlO. 10): 380Ihs 3901ba 3401bs 7001bs B461ba 2701bs 2801be WA 1 380lbs 4681ba1 44011. 1 118211s 1 328 its 420lbs 560 lbs FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • 00 0 • Q O • • o o • • o o • O o 0 O o 0 o O a 0 • • 0 0 0 • 0 o O • o o • • o o • FIGURE 5: FIGURE 6: • • • • • • • • • • FIGURE T FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP o • :: o o • eo o • (FIGURES 60) • o •• o 0 0 0 0 • MUST BE USED IN PAIRS. o• oo • o • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. --I. MVO UJ I.COYI (DP_) X =ANCHOR CAP. — USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045-THICK (16 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 2° X 4' X .25" MULLION a 8 with Iho Florida de No 1111111Y \\�1\o�( LY N � �`%. �CENSg '•.� i * No.58705 i T •'•..; LOR10P;••' 0" SS/ONA%-� . A. LYNX MILL�4R. P.E. FL P.E.# 58705 TABLE 10A Table 50 in I00 in 70In 60 In 80 In 100In 120In 1 140 N 11 160 in 2x6X.26 Loadno L03din Loam - - --- '-" ..-r...._..e. .._-,...,a__ ....,. ..... a a" g ng Loading lmtlbg Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading Loading l.oadilp Loading Alum, Tube Mullion 1 � aG $B � as f a� a 14 a ag a as 1R sc arc �c a`rc �c a`� Ec �c D: sc rc ac >•; B 8 - >:S - '� �� - 53 AG E: s �J3 arc �ao: fe d`z fe az fe ¢a: 2i e: ¢z 9 .7•AMI C 4no Anchor Capacity Table (Ibs) Sebstmle: 2.7k Conerole 3.5k Co.. I Hollow CMU Filled CMU PT Wood Metal Anchor Clip Patterns groror Type: W16- Elm Ullrecan 1/4' Elco Ullaxon 6116• Elm Nlrecon WiV Elm Ultreson 114• Elm UlDacon 11M S3 Elco ApgSS ator 5/l6" Elco UK- 1/4' SS Elw AggreGator O10 Steel Screw(G5) NV Steel Screw (GS) 612 Steel Screw (GS) Edge Distance (in): 1' I 2.1/7 1' 2.112` 3-1/6• 11 1 2-lit i' 2-112' 2' 3-1/8' 2• 1148' 0.64" 0.324' Embedment gn): 13/4• 1 1.314" 1-3/4' 1314" 2' 1-1/4" 1-1/4' 1-1/4" 1-1l4• 1.1/4' 1-1/4" 2' 13I8' 1-WW (sea rote 4) 2 Anahom 04.75•Min. O.C./ Standard Up(FIg.1 or 4. 390lba 390Ibs 45D lbs 89DIba 16441ba 2701be 280 lbs 3541bs 7401ba 4661ba 664 lb. 1182lb, 326lbs 420lbs 60016s 4 Anchom ® 4.88' Min. O.C. / Standard Clip (Fig. 31: 7801be 78D Iba 90D lbs 1780lbs 30841bs 5401be 560 lbs 708 lbs 146011s 938 !be 1104 lb, 23641bs 852 lbe 8401ba 1120 lb, e A=hms ® 1.71" Min. O.C.! Stands d Clip (Fig. 4): 1180 lba 140D lb, 10101be 2695lbs WA NIA 8901ba N/A 108616s N/A WA WA 130410s 18801be 22401ba 4 Anchors ®3" Min. O,C. ! (2) 2z5 Angle Cllpa (Fig. 5): 7801bs 700 lbs 6801be 166011be 188a lb. 6401be 660 We WA 760 !be 936lbs 880 Iba 2364 lbe 662 lbs 8401ba 1120 lbs 8 Ambers C W Min. O.C. / (2) W Angle pips (Fig. a): 15801bs 15501be 1360 lbs 3120lbe 37921be 108U Ibs 1120 lbs WA 1620 lbs 1672 Ibe 17601ba 4728 lbs 1304 Ibe 1680 Ibs 22401be 12 Anchors (gZ 1.5' Min. O.C. 7 (2) 2x5 Angle Gllpe (Fig. 7): 1680Iba 210016s 14401ba 3780Iba WA WA 132016s WA 16w lbc WA WA N/A 19581ha 2520Iha 4 Arohors 1.34' Mln. O.C.1 U-Glp, Into 1/8• Alum. (Fig. 8): WA WA WA WA WA WA WA NIA WA WA WA WA WA NIA 6 Anchors 0.64' Mln.O.C.! UCllp, Into 1/B' Alum(Flg9} WA WAWA WA WA WAWA2 Anchom @ 4XV Min O.C.l F-Cilp (Fig. 10): 390lbs 390 lbs 450 Ibs 890Ibs 153216a 2701bs 2801beAnehars iU ®1.71' Min. O.C. / FLiip (Fig. 11): 590Iba 7001ba 505 @s 1298Iha NIA WA 47016a FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11: o 0 oo 00 00 0O a o .FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5-7) MUST BE USED IN PAIRS. 4NUIIUK %;AMAUI I T AUJU3TMENT FORMULA: (D�)X (ANCHOR CAP.,,,,,::) ANCHOR CAP.\MULLIONCAP.,,,,,USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. WA WAWA WAWA WA WA 1--2.000 --1 3641W 7401bs 4881ba 552Iba11821bs92a lba 4201bs WA5331bsWA652Ibs 64016s 250' TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.000" 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 2" X 6' X .25" MULLION r. as complying with the Florida Buildin80odo Accepleltce No -0 - Brcratios fY4lc )ram BY - 'I mi add Product Codtro 1Lt1111111// 'bc No.58705 D' sold w1 "tORLOP�'i��j?� /,,/�ONAL,,• A. LYNN MILLER, P.E. FL P.E.## 58705 TABLE11A Mullion Capacity Table Ibs/fl= Opening Width (for vertically -spanning mullions) or Opening Height (for horizontally spanr9ng mullions) 50 in s0 in 70 to 80 In so In 100 in 1201n 140 in 160 in 1.26" x 2.11" Reclergular Loadin9 Trep/Tdang. Loedtno Real ,npdder Loading Trapridang• Loading Rectangular Loading TmPITdeng. leading Rectangular Loading Trap/74ang• Loading Rectangular Leading Tmpffdang. Loading Rectangular Loading Traplaiang. Loading Rectangular Loading Tropirdeng. Loading Rectangular Loading TmWTdang• Leading Rectangular Loading TreprM."g. Loading x .126" Alum Tube Mull a a R 8. ci yFt ci lid rS ` }fit 5�g� d a� 8 8 $g iB d ^ s N8r ri' Li cs �B ci �i �i cici 1,. g7�a r i F• F ci ci a ci ` ti s F ci [46 a 421n 144.2 528 i87.0 428 120.2 626 148.8 419 103.0 526 138.9 414 80.1 526 134.6 411 80.1 528 134.1 411 72.1 526 134.1 411 60.1 626 134.1 411 51.5 526 134.1 411 528 134.1 411 48 In 96.6 403 10&0 333 80.5 403 94.7 325 69.0 403 86.4 320 80.4 403 81.4 317 53.7 403 70.1 315 48.3 403 78.6 314 40.3 403 78.6 314 34.6 403 78.6 314 403 78.6 314 60.025 In 82.3 362 91.0 301 68.6 362 -19.3 2.94 68.6 362 71.9 289 51.5 362 87.2 286 45.7 362 B4.6 284 412 362 83.8 28334.3 362 83.5 297 29.4 362 63.6 283 . 382 63.6 293 { 541n 67.8 318 74.1 267 66.5 318 64.2 261 48.5 318 57.7 256 42.4 318 *53.5 263 37.7 318 60.8 250 33.9 316 49.5 249 28.3 316 49.1 248 24.2 318 49.1 248f21.2 316 49.1 248 60 in 49.5 268 53.1 210 412 268 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 34.9 204 24.7 259 33.4 203' 206 258 322 201 17.7 258 322 201 258 32.2 201 ee 831n 42.7 234 45.6 200 35.6 234 39.1 195 $0.6 234 34.7 192 20.7 234 31.6 189 23.7 234 29.4 186 21.4 234 28.0 184 17.8 234 26.6 183 15.3 234 26.5 183 234 26.6 183 661n 37.2 213 213 33.7 179 28.5 213 20.8 170 23.2 213 27.0 173 20.6 213 26.1 170 18.6 213 23.7 189 15.6 213 22.2 167 13A 213 220 168 213 22.0 166 721n 28.8 17 &83 179 25.8 152 20A 179 22.6 149 17.8179 2&3 147 1&9 179 10.7 145 1.In 24.3 1.1 161 21.e 137 17.4 let 19.0 135 Y5.2 1.1 17.0 M781n 22.6 152 162 19.9 131 16.1 152 17.6 In Anchor Capacity Table (Ibs) Subslrale: 2.7k Concrete 13.5k Can.. I Hallow CMU Filled CMU I PT Wood I Metal " Anchor ClipPatterns Anchor Type: 3/18' Eleo Ultmcon i/4• Elm Ultramn 6l1e" Elco Unmeon 3119" Elco Ultraeen 1/4' Etm Ullracon 114' SS Elco AggroGstar 6/18• Elco Macon 1/4° SS Elco AggreGator g10 Sleet Screw(GS) e12 Steel S12 (G5) g12 Steel Screw (G5) Edge Dielmce ft Embedment 9n): i' 2-11Y 1" 2-112- 3-1/0" 12-1/Y 1' 2-1/2' 2' 3-1/8" Y OAB' 0.54' 0.324' 1.314" to/4' 1.1/4• 7.3/4' 2' 1-1/4' 1-1/4' 1-1l4' 1-1/4' 1=114' 1.1/4" 2- 1.118" tale" (ace note 4) 4 Anchor¢®3'MIn. O.C,/(2)2x6 Angle Cllp¢(Fig. 1} 700163 78010a 88o lbe 15601bs 188616s 5401bs 560[be1 936It. 8801b 23841bs 6b21be 8401W 14321ba FIGURE 1: ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,) X ( ANCHOR CAP.::,-) _ANCHOR CAP_ MULLION CAP.,,,,,,,,,, USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Buildiba Code ^Pwodac AcceptonceEx iratio $DMiami ade /11111111/ * ! NO.58705 It oil :�� •'.• STA E OF A. LYNf� MILIL�R P.E. FL P.E.# 68705 TABLE12A Opening Width (for vertically -spangling mullions) or Opening Height (for horizontally -spanning mullions) 50 In 601n 701n 80In W In 1001. 120 In 140 In 1601n 3.25" 30 Rectangular Loading Trap/rdang. Loading RLoanguar Loatlino Trap9dang. Loading Rectanguar LCadrg TmpRdmg. Rectangular Trap/rfleng. Rectangular Trep/Tdang. Rectangular TmpTdang, Rectangular TrepfTderg. ReNergulor Trap/Tdeng. Rectangular Trep/Tdarg. DEG. Loargn0 Loading Loading Ong Loading Loading Loading Loading Loading Loafing Loading Loading Loading AL BAYMULL Z• £ $___R �• �• a � ` ?' '_ ^ q�__ci .�'Tiiw ejy 3e �y $5 S SY `_'L' g �y c8.'L' p ci �i y l" TO gi�3b" 5 '9I5 isys9 � $Sy .S raE cc z fc az �0 4rc �c ¢rc �c 6� � rc E ¢ �c � rc �c ¢ M �A01 C •17 t2 Anchor Capacity Table (Ibs) Substrate: 2.7k Concrete 3.6k Can. Hdlow CMU Filed CMU PT Wood Metal Anchor Clip Pagems Anchor Type: 3/18 Elm Ulirecon 1W Elm Uluscon SAW'Elm, Ullracon 3118 EIcO UlVacon 1!4' Elco Ultreeon 1l4' SS Eco AggmGalor 6116" Elco Ultmcan 1/4" SS Elco AggraGalor 410 Steel Semw (G5) 412 Steel Screw (G5) 412 Steel Sc w(G5) 2Anchans LN 5' Min. Edge Distance (In): Embedment on): O.C. / (2) 2x6 Angle Crips (Fig. 1} 1' 2-112' 1" 2-11T' 3.1/6" 7' 2-7/2" 1' 2-1I2"j936 0.48' 0.54" 0.324" 7.314" 3901bs 13/4" 39D Ibs 1-3/4' 4501bs 1.314" 890Its Y 170014s 1-i/4" 270Ibs 1-1/4' 28D Ibs 1.114' 3541bs 1.7/4"1.318' 740ID5 albaeGO E2364 3281bs i•3/8' 4201bs (ae8 rate 4) 5601bs 4 Anchors (b) 3.5' Min. O.C. 2x5 Angle Clips (Fig. 2): 7801bs 7801bs 79D It. 1670lbs 2525Ibs 540Ibe 580Iba WA 11201ba 652lbs 8401b6 Anchors Q 2.71"Min. O.C. 1(2) 2x5 Angle Clips(Fig. 3): 1120lbs 1120 Its 958ibs 2246Ibs 2254lbs NIA 8401bs WA 1059lbs97816s 728D Ibs 16801bs FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 13) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL CAPACITY ADJUSTMENT (UR„)XtMULLION C----j- --AP.,ANCHOR CAP- USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30' BAY MULLION REVISED gwithlhdit lda P- � 't\ •'•• ENS ((��ii *Rr No. 58705LU * / ' • • STATE O : •• �` Off ••• •. FLORIONN- P•'• •Q, A. LYNNIMILLER, P.E. FL P.E.# 58705 TABLE 13A Height 80ti 1 7070 r BO In OO In _ _ _ _ 1001n 1201n 1401n I t001n I IM-81 ire .,....W.aW„ „o,„�.�a�m• -°�mWv ��aw nia�ntc,ar a- tmprnneng. Hectangule/ Trep/Tdang. RectartBWar Trep/Tdenp3.26" 46 Loading Loading Load'i g LoadingLoadbg loetling Loading LoetllnLodiLoading Leading Loading Loading Ladnp Inadinp Loading DEG. AL£BAYMULL dSS $c 8 8� lYB d^rp333o ci�ii L7$ `�' �i J �i r9 _isrc s ¢tz ��. as �� a`rc �o: c, atr E ao: s arc sue, ae sue. ate �@. an: �o am s ''+TART F 11R AnehorCapacity Table (lbs) Substrate: 7k Conn 3.5k Cane. I Hallow CMU Filled CMU PT Wood Metal Anchor ClIp Patterns Anchar Type: 3r1B•E7co Ulbacon 114'Elco Ullracon 5118" Elea N�wn 311W Elea Ullracen 114"Elm Uluacon 114• SS Elco AggreGator 5/18' Elco Ullman 1/4° SS Elco AggreGetor MOSteel Screw(GS) 012 SWd Screw (GS) 012 Sleet Screw (GS) Edge Distance (In): 1' 2-tYl' 1• 2-lir 3.118• 1• 2-1/2' 1• 2-11T 2' 3.1/8• Y 0.46" 0.54" 0.324' Embedment Ila): 2AMIhms ®5' Min. O.C. I (2) 2x6 Angle Clip. (Fig. 1): 4 Anchore 5°Mtn. O.C.!(2)2z6 Angle Ciips (Fi .2): nchoB Q m. ng a GIp9 (Flp. 3' 1-3/4' 390 s 7801bs 11201bs 7-314' 3801bs 78016s 17201bs 1�/4' 450 Ibs 7901be 9581ba 1;Vd• 890lbs 16701bs 22481ba 2' 17001bs 26251Ds 225410.s 1-1J4' 270 ibs 6401bs NIA 1-1/4" 2B0Ihs Sfi01bs 8401bs 1-114° 3641bs NIA N/A 1-114• 740lba 11201bs 10591bs 1.114• 460lbs 836IDs NIA 1-114" 7201bs 8801bs 13201bs 2- 1182les 23fid lbe N/A I-Ta, 3261bs B521bs 87810a 1.1I8• 420lbs 8401ba 72801bs (see note 4) 5601bs 11201b. 7680163 FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP .) X (,ANCHOR CAP.,—,— _ ANCHOR CAP.— `MULLION CAP.,,°,,,,,,,) USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida Building Code .._ (/ 1lluurrr; * No.58705 oA t 30�11 :_1 TA E O i'O'C�•SS FLORIO?;���9 �, /ONAL / A. LYN�IMILL�`I�,,P.E. FL P.E.# 58705 1" X 2.75" X .650' MULLION 6063-T6 ALUM. X-SECTION 6083-T6 ALUM. IISTANDARD CLIP I X-SEC ION 6063-TB ALUM. 260 ANGLE CLIP F2.000' X-SECTION I 2.125" 6063-TBA 2.000° X-SECTION ON .125' I I 125' r . .125"I I .IL .740" k-- 5.500"F 3.125" CUTHERETO .375" .375" ~� _CREATE F-CLIP, SEE MIN. MIN. DETAILF.SHEET4 1.15" /� MINA) I + A O.C. 'ill '-- 0.312" STANDARD CLIP 6063-To ALUM. TOPVIEW 5.500" .375" .375' MIN. MIN. 1 1.15" MIN. O.C. I + (d.312" B I D I OFFSETCLIP - 6063-T6 ALUM. TOPVIEW ¢ .338" MIN. U-CLIP 6063-T6 ALUM. A I E USED FOR ALL I'X 2"AND 1" X 2.75' MULLIONS. SHEETS 5.8 0.225" TYP. TOPVIEW .338" MIN. U-CLIP 6083-T6 ALUM. 1' X 3.125' X.50D" A MULL ONLY, SHEET 9 E TOPVIEW 338" MIN. U-CLIP 60e3-T6 ALUM. 125' X 3.188' X .265' A MULL ONLY, SHEET 12 TOPVIEW P TABLE B I .375" MIN. I+ II.312" 3.000" MIN. 2X5 ANGLE CLIP e063-T6 ALUM. TOPVIEW 1.25" X 3.188" X .265' MULLION 6063-T6 ALUM. X-SECTION Mull Dimension (sheet#) PGT Part # Mullion I Std. Clip Offset Clip U-Clip Angle Clip 1"X2"X.125"(5) 66605 666113M 6661118M 666243M 666511M 1" X 2" X .375" (6) 666006 666114M 6661119M 666244M 666512M 1" X2.75" X.375" (7) 66607 ' 666115M 6661120M 666245M 666513M 1" X2.75" X.650" (8) 66608 666116M 6661121M 666246M 666514M 1" X 3.125" X.5W' (0) 66637M 6661110M 6661114M 666242M 686515M 1.25" X3.188" X.265" (12) 66641M 6661117M 6661113M 666241M 666516M 1.26"X2.11" X.125" (15) 69370 NIA NIA WA 686517M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value (In) For Mullion: A 1.625 1" X2" X.125" Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 E .450 Min. A 1.125 1" X2" X.375" Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 E 0.450 A 1.875 1" X2.75"" X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 E A50 Min. A 1.312 1"X2.75"X .650" Aluminum Tube Mullion B 3.0 00 C 0.476 D 0.836 E .450 Min. A 2.000 1" X 3.125" X .500" Alum Tube Mull B 2.637 0 0.863 D 1.137 E .45D Min. A 2.625 1.25" X 3.188" X.265" Alum Tube Mull B 3.262 C 0.862 D 1.762 E .450 Min. A 11.26'X2.11-X 1.813 .121" Alum Tube Mull PRODUCT REVISED m complying with the Florida Building Codc °• __,_ MINIMtd * ' N0.58705 STATE F S. FCOR10p'•'' /O ..Ak- A. LYNN fun L!l R", P.E. FL P.E.# 58705 --j 1.00D' 1.000" r- 4.000" 4.000" .125" .125" .125" .375" 1"X 4' X .125".T 1' X 4" X .375" MULLION MULLION 6D83-T6 ALUM. 6063-T6 ALUM. XSECTION X-SECTION 2.661" -A 125 •125° v 50' 30°BAYMULL6083-T6 ALUXSECTIO .228"J �-.981`-4 45" E 606 X• .226"---.981"-] NOTES: .125' 2.000" I .125• STANDARD CLIP 6063-T6 ALUM. X-SECTION 5.500'� .375" 3.125"`� CUTHERETO _CREATE F-CLIP, SEE •375" MIN. I DETAIL F. SHEET4 1.15" MIN._ Y t �)a.312" O.C. II II F O I O O 9. STANDARD CLIP 6083-T6 ALUM. TOPVIEW j----5.5� .37500° ° I 375` MIN. Y .312" O.C. �Y 2.260' I 3.000" L -0 O 1i O H O 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OFFSET CLIP 6063-T6 ALUM. TOPVIEW .338- .450" O MIN. F 0.225" U-CLIP 6083-T6 ALUM. USED FOR ALL 1" X 4° MULLIONS. SHEETS 10 & 11 TOPVIEW TABLE D TABLE C 7TII�'I 125- 2.000" .125' 2X5 ANGLE CLIP 6063-T6 ALUM. X-SECTION �•--5.000° ,375" MIN. jn' 0 .371 0.312"J MIS U 2X5 ANGLE CLIP (3063-T8 ALUM. TOPVIEW Dimension Value (In) For Mullion: F 3.687 1"X4X.125" Aluminum Tube Mullion G 1.000 H 2.680 F 3.187 1"X4"X.375" Aluminum Tube Mullion G 0.757 H 2.430 F 2.813 30" Bay Mull F 2.875 45" Bay Mull Mull Dimension (sheet#) PGT Part# Mullion 5td. Clip Offset Clip U-Clip Angle Clip 1" X4" X.125" (10) 69364 666111M 6661122M 665241M 666518M 1" X4" X.375" (11) 66610 ' 666112M 6661123M 666242M 666519M 30 Degree (16) 66649 WA WA WA 8685110M 45 Degree (17) .66650 WA WA WA 6665111M 2.71' MIN. O.0 (BAY MULLS) Q 3.00" MIN. O.C. (1' X 4" MULLS) Qre FIDrida �..\\111111/rV vYNN a4�.••��CENSF '••F'Q * No.58705 tt A ST �E OF+ Uj E �,5'/ONAL�, A. LYhIW941'LLt_A'P.E. FL P.E.# 58705 TABLE E Mull Dimension (sheet#) PGT Part# Mullion I Std, Clip U-Clip Angle Clip 2" X V X .25" (13) 66602 666261 M 666271 M 6665112M 2" X 6" X .25" (14) 66604 666262M 868272M 660113M NOTES: 1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2,000" 4.000" .250"' 2" X 4" X .25' MULLION 6083-To ALUM. XSECTION 250' j--2.000°--j 2"X6'X.25' MULLION 6063-T6 ALUM. XSECTION --11+.125" STANDARD CLIP 2.000° I 6003-76ALUM. X-SECTION I .125' 1�1.490°^i 'I I--.125" �- U-CLIP 2X5 ANGLE CLIP BBB 2 125" 6063-T6 ALUM. 6083-T6 ALUM. $ Y = X-SECTION 2.000" X-SECTION I N .125" .125° ' T o CUTHERETO 3.500" CREATE F-CLIP, �5.000° .375" _ SEE DETAIL F, .375" .3T5" 3.000" MIN. O.C. ,375" MIN. SHEET4 MIN. 0.225" MIN. 10 + O .715" I 1.344' 1I 0.312" MIN. O.C. 2.68, O.C. i - --- -- 3.43a" 3.438" Pe --©----- 0.312" 3.438' I .375' O O O O 0�' MIN. -1- L- .637" MIN. O.C. STANDARD CLIP 6003-T6 ALUM. TOPVIEW 5.500" CUT- ER - TO .375" l-.-- CREATE FCLIP, -375° MIN I rC I SEE DETAIL F, �-cuar. l-MIN_ q- 1.715' MIN. O.C. \w^ I i I � i i 0.312' --- +- _-_ 4.688" 0 I i 6.4' I 2.620° STANDARD CLIP 6063-TG ALUM. TOP VIEW U-CUP 6083-TB ALUM, USED FOR 2• X 4" MULLION, SHEET 13 TOPVIEW 0.225 O .375" I 1.344" O.C. OIO I 1 5.438' 8" 010 I 010 837" MIN. O.C. U-CLIP 6063-TSALUM. USED FOR 2" X 6' MULLION, SHEET 14 TOPVIEW 2X5 ANGLE CLIP 6003-T8 ALUM. TOPVIEW 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW PRODUCT REVISED as complying with the Florida Building Code rf D tat Acxpiancc No Ex ireticn J)ate ho By Mi"adeuc11111 * No.58705 0 lI 1 olll >L STA E S/ONA\ \\ A. LYNN Iv31LtIER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS IN HEAD SEE SEI FENESTRATION pETA PRODUCT'S SHEE APPROVAL,,. 2� 72' MULLION LENGTH 4L�/ NOANCHORS IN WINDOW SILL 32'y 32• --I MULL WIDTH OPENING WIDTH EXAMPLE 2: MULTIPLE MULLIONS MULLWIDTH 3i. SEE FENESTRATION PRODUCTS MULLION SEE SEE LENGTH g DETAILS, DETAILE, OPENING SHEETS 2-3 SHEET HEIGHT FOR HORIZ. MULLION 72' SEE DETAILS, SHEETS Ft. �23 38', M36•, UENGTHORIZ. MULL LENGTH MULL LENGTH LENGT OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=15V. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375' MULLION (LENGTH = 72. OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEETS. THE 1"X 2.75" X .650" MULLION (LENGTH = 72", OPENING WIDTH = 7D") HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 ANGLE CLIPS WITH (4) 912 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/.6D.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 636 LBS ) = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL, THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/-55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=1 U5' AND THE OPENING WIDTH IS 36"+36"+1" =73". REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75" X .375" MULLION (LENGTH = 108", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 POP AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13, THE 2-X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF+/-64,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 071 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2'=74", NOT 73"AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-112'+35-1/2'+2•=73"). 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32"+72-+2" =106". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13. THE 2' X 4' X .250' MULLION (@ LENGTH = 42", OPENING HEIGHT= 120") HAS A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 98 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE S', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/78" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 9B FOR THE U-CUP SHOWS THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A#12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +1-64.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ND.58705 STAT•=�� Off' P P .,•CDR\O•.•' C0: A. LYNNIMILL9R, P.E. FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: PW I���illl➢ ji �� LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED Ili ' IIII �III� I — I� � I�IUPEN I,_I LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION PN� I�HINGED� I DOOR I II� 11 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: j4gjXj PIZ*4 SGD LOADING OF HORIZONTAL MULL LOADING OF (2) HORIZONTAL MULLIONS /III/ II / 11�/ III/ 0/ III0/ LOADING OF VERTICAL MULLION alp 11�1` HING —II /ills/ �II pll/ I/ LOADING OF VERTICAL MULLION j '§ LOADING OF HORIZONTAL MULLION Q W I— D z z PW ;,— zN 9 B Lij ❑ CO Q O—I ¢ O z L a e`(D SH/DH 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PRODUCT REVISED 1) DRAWINGS ARE as complying with the Florida Building Code RERESENTAT16NS OF TYPICAL AcceptmtccNo 0 PW CONFIGURATIONS. imtio DateMCI CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM By THOSE SHOWN. Miami adeProd; i!f1 2) IF THE LOADING TYPE CANNOT BE DETERMINED, \\�\ y LN A.... Mitt ' • PW USE �� O? • NSS RECTANGULAR LOADING.7�'• 2: 58T05 '•: 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. = * ,' No, - )t �.O'.� STP�0 i I'O '•. FLOF ''�FSrSfON)A� LOADING OF HORIZONTAL A. LYNf•I MILLE`ItP.E. MULLION FL P.E.# 58705 M IAM I-DIADE MIAMI-DADS 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.mlamldade.gov1pera/ PGT Industries 1070 Technology Drive, Nokomis, 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 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. DESCRIPTION: Serie G�12ng uminum Sliding Glass Doors w/ 900 cornet APPROVAL DOCUM o.PGT0001 Rev C, titled "Series 670 H.P. Alum SGD-NI". sheets 1 through 25 of 25, prepared by manufacturer, dated 08-05-07 and last revised on on 10/11/11, signed and sealed by Lynn Miller, 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 Section. MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. All 90 degree corners (inside or outside) Stiles require Heavy Duty Stiles. 2. See tables in sheets 6 through 11 of this approved drawing set for applicable SGD unit sizes, design pressures, standard or heavy duty stiles, glass types, sill riser and anchors requirements. 3. Egress operable doors must comply with min clear width per FBC, as applicable. .� RENEWAL of this NOA shall be considered after a renewal application has been filed and, th',,. has been no change in the applicable building code negatively affecting the performance of this produpt3.:�.? TERMINATION of this NOA will occur after the expiration date or if there has been evisio4 or change in the materials, use, and/or manufacture of the product or rocess. Misuse of this NOA as an �p'. anent of an p p .� y product, for sales, advertising or any other purposes shall automatically terminate th' O k 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 Coun lorida, and followed by the expiration date may be displayed in advertising literature. If any portion o e QA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by.t arl� r acturer or its distributors and shall be available for inspection at the job site at the request of the Bui)dm'gC#i cial. This NOA revises NOA 4 09-0826.13 and consists of this page 1 and evir nce pe es E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 11-1018.17 MIAMI-DADE eouNTY Expiration Date: April 07, 2015 proval Date: December 01 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0826.13). 2. Drawing No.PGT0001 Rev C, titled "Series 670 H.P. Alum SGD-NI", sheets 1 through 25 of 25, prepared by manufacturer, dated 08-05-07 and last revised on on 10/11/11, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.13) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5994, FTL-5997, FTL-6002,. FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. Note: Additional reference test Reports No(s)# FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010, prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Statement letter dated 10/07/11; Successor Engineer adopting the another engineer's work per FAR 61 G15-27-001, signed & sealed by Lynn Miller, P.E. 3. Anchor verification and comparative analysis dated 08-19-09 and last revised on 03/16/09, prepared by PTC, LLC, Robert J. Amoruso, P.E. (transferred from file # 09- 0826.13) 3. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter dated OCT 11, 2011, compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007and no financial interest, dated 08-19-09, signed by Robert J. Amoruso, P.E. (transferred from file # 09-0826.13) 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 09-0826.13, expiring April 07, 2015. 2. Test proposals No(s) # 09-0177, 0177-A, B & C approved by BCCO.. shaq 1. Chanda, P.E. Product Control Examiner NOA No 11-1018.17 Expiration Date: April 07, 2015 Approval Date: December 01, 2011 E - I G 670 NON -IMPACT SLIDING GLASS DOOR 1. GITYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) DESIGN PRESSURE CHART G1 - (� LITE OF 3/16" TEMPERED GLASS. G1A-(1)LITE OF1/4"TEMPERED GLASS. SEE TABLES 1, 2 & 3 ON G2 -1" INSULATING GLASS: (1) LITE OF 3116" TEMPERED GLASS + 5/8" AIR SPACE + (1) LITE OF 3/16" TEMPERED GLASS. SHEETS 6, 7 & S' G2A -1" INSULATING GLASS: (1) LITE OF 1/4" TEMPERED GLASS + 1/2" AIR SPACE + (1) LITE OF 1/4" TEMPERED GLASS. 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 3. ANCHORAGE: THE 33 1/3% 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 6 THROUGH 14. 4. SHUTTERS ARE REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. S. REFERENCES: TEST REPORTS FTL-5979, FTL-5994, FTL-60OZ FTL-6034, FTL-6035, DATED 08/07/09. ELCO TEXTRON NOA: 07-0425.01, 03-0225.06, 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: SEE DP TABLES (SHEETS 6.8) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4). D.L.O WIDTH = PANEL WIDTH - 7" D.L.C. HEIGHT = PANEL HEIGHT - 8.25" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS 12-14• 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY. APPROVED ELCO 114"OR 5/16" ULTRACON (FORMERLY TAPCON )CONCRETE SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 1/4" ELCO SS4 CRETE-FLEX MAYBE USED INSTEAD OF #12 SCREWS (PAN HEAD). 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS ZX ARE 1 1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-TS 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 1-3. SHTS. 6-8, FOR ANCHOR TYPE 4 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) (MAX. 1/4" SHIM SPACE FOR GROUT) 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, Con—t9 cmw Anchwago Minimum Embadment and Minimum Edge 01dance Requlromenb wad end 111 mM nu te Un4Rouled CMU routed CMU la. N b. Ed 1 Mln. Emb.1 1 114 Min. Ed 2 1/2 M n Emb. 1 3/4 2 1/2 CO eon Eleo Crate -Flex SS4 /4 1 31 S/18" 1 314 1 114 1 1 114 1 1 9118 1 1 3f4 1 2 1/2 1/4" 1 3/4 2 112 1 1 114 1 2 112 1 Not Recommended P4400k(Anchor Tonvion) 1. P•Hook Mounting Ads pter(Anchor Shear) Concrete Grouted CMU Conerote Grouted CMU Type Ole. Mln. Emb. Min. Ed IMIn. Emlxj Min. Ed Min. Emb.1 Min. Ed I Mla, Emb. Min. Ed FJeo t81ra0on 1 1 314 2 112 1 314 2 112 1 314 2 112 1 3/4 1 114 Eleo Crete Flex SS4 W. e 1 314 2 112 1 Not Recommended 1 1 314 1 2 1/2 1 Not Recommended 1 IWI NOKOM/S FL 34275 P.OMO. BOX 162e NOXIB, 34274 Concrete Strength Requirements Type Dim. Elc Ui9adon /4" 2700 psl 5116' 3500 Psl Elco Croto•Flox SS4 114" 3350 psi De8nitions: Emb. - Embedment Ed - Edge Distance. Min. - Minimum CONCRETESCREWS STRENGTHS: FyM/N. =135KS1 FuMIN. =177KS1 SGD670 NOA DRAWING MAP SHEET GENERAL NOTES.............1. QUALIFIED CONFIG.......... 2-4 GLAZING DETAILS ............ 5 ANCHORAGE .....................6-14 DESIGN PRESSURES ....... 6-8 ELEVATIONS :.................... 14-15 CONFIGURATIONS ...........16 VERT. SECTIONS..............17 HORIZ. SECTIONS ............ 18-19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21-22 . Meaonry 6tryneth Requirements Unerounted CMU ASTM C40 A TM G90 vAth gmm eonk�mitp Grouted cMU to Sectlons 2105.2.2C2 and RaOe of the FBC. ood Screws (Head, Sill 6 Jamba) in. Typo MI f_b INtn, Ed #12 Wood Screw 1 318" 1 1" Elco Crate -Flex S54 1 1 316' 1 1" NOTES AND MAP '_ALUM. SGD - NON -IMPACT NTS �1 a 25 n..+o PGT0001 MMpUCT BEY16W C�eWNA Mt ihdk zKotratift Daft or ,01' \,NMN Il1/I � No, 58705 FLORI�P �''�FSSION11'P'��: A. LY WIriILLER, P.E. RER 58705 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SHTS. 7-9 SHTS. 7-9 SEE DP TABLE SHTS. 7-9 XP i SEE D.P. TABLE, SHTS. 7-9 I SEE ,B P SEE P I ,B ,B f 3 DP ; tj / / 3 pP N%-1 TABLE ; / 3 TABLE 3 SHTS. ' 13 C1. SHTS. T. / S. •O XO, OX, XX, SEE D.P. TABLE. xxp OXO, OXX, XXO, OXXp, XXXp R.,. SEE P +ISBN +B - ;3 , DP o TABLE + + SHTS.7-9 / / + ' s k N i Y ' X ��---J OXXO, XXXO, OXXX, XXXX, Y XXXX CORNER, TYP. POCKET, TYP. m POC ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL "S" OR"' INSTALLATION. EXAMPLE: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL, O SIGNIFIES INOPERABLE PANEL. ,B�,E�,,o,�,ORi1,E QUALIFIED CONFIGURATIONS SMC 03N4ry0 O PER MKM MECOMMiM Nawmv SMC 01,9f/JO ""* "�B PEAMUMJDADECOMMSMB P.Q BQX iS1Y SERIES 670 ALUM. SGD - NON -IMPACT SY. SMC one; osJoslne Me.NOKOMIS, t•7. 34274 —""— „ soncTo gyp NTS s 2ee a 25 ,p a PGT000J r �1ylry{ wild 1!e Fleel� !Wp DeAe 'sC �\ p�y • GEp13E * �: U �Eof 0. //FISrSION `'N' A. LYNN miwoda P.E. PRA68705 SEE D.P. TABLE, SHTS. 7-9 SEE y ,e , 8 ,3 4 TABLEDP o / e / , / ,e / °' ,3 , °d SHTS. s / / 13 s T. 7-9 a 1 1 N OXMO1 XXXXO, OXXXXI XXXXX, XXXXXp SEE 900 CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P. TABLE, SHTS. 7-9 SEE , DP 1, TABLE 8 �, SHTS. R 7-9 s T , OXXXXO, XXXXXO, OXXXXX, XXXXXX. XXXXXXp APPROVED CONFIGURATIONS 41 10/11N1 D NO CHANGE THIS SHEET D np QC wW."' 1070 TECHNOLOGYDRNE OY16110 C PERMMM/DAOECOMMENTS NOXOMIS. FL$4275 me A""°"° SERIES 670 ALUM. SGD - NON-IMPAC7 OS1,1H0 .8 PERMUMIDAOEODAfMENTS P.0.9QX 152o i - Df. NOXOMtS.''..27I o '°'t 5o+a' 't"" D...Ul . . S/Ge/0s SGD57o NTS 3 d 25 PGT0001 eoowo.cr aevamp ,1-101• -7 IIII ��\O�y''•ENSE FR �': 140. 0, .° •' SZPZ P � U' . FS/SI' I1Ot�N11P� A. Lll t MILLER`P.E. RE# 66705 APPROVED. CONFIGURATIONS: SEE D.P. TABLE, SHTS. 7-8 SEE DP TABLE o♦© ®♦�, - �o 7-9 ®♦®+� oxxxxxo, XXXXXXO, OXXXXXX, XXXXXXX, XXXXXXXp SEE 90° CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 I TA SF i SEE D-P_ TARI_F_ SHTS. 7-9 EE IP + , BLE" + R TS. / / + o P -9 + 4 t .m.uct lwlylwD -� - h.0u Fl9rW yxpirniwu Dflr — oxxxxxxo, xxxxxxxo, OXXXXXXX, XXXXXXXX, XXXXXXXXp Q N 05 w IAMtlft DIF NOCNA1ICE7N1Ssl1EEi �— ® QUALIFIED CONFIGURATIONS ',o'P'••. StP�£�o P �Iz- ` i�Q� •.., FLO4,. •'!�`�� /S'110'N'``P�V`�� A. LYNN P.E. P.E.#68705 !1&10 C PERMAM/LNDECOMMEM8 10707ECNNOLOGYDRIVE NOKOMISFL31271 Po.BgX152v NOKOMIS.� FL34274 t.c SERIES 670ALUM. SGD-NON-IMPACT G"Vto �B Y PERMAWDADECOAMENM r '�� c'➢`wet 8GD070 luis NTS 8°°'t 4 d 25 a tam. PGT0001 dr. D 200 3/16"TEMPERED 20� EXTERIOR 74 1/4" TEMPERED 74 EXTERIOR 82 82 3/4" NOM. GLASS 3/4" NOM. 78 BITE GLASS 78 71 BITE 54 3/16" TEMPERED -TYPE G1 54 1/4 TEMPERED - TYPE G1A rRODUCT "vluD on kMth. the Fmrl& DAWWgC• '% 2�8 l" NOM. 209 1" NOM. Cia EXTERIOR - 3/16" TEMPERED O EXTERIOR 1/4" TEMPERED 5/8" AIR SPACE 3/16" TEMPEREDT 74 1/2" AIR SPACE 74 1/4" TEMPERED 83 n79 I I 3/4" NOM. GLASS 3/4" NOM. 79 BITE GLASS BITE TRUSEAL DURASEAL SPACER J 55 55 TRUSEALDURASEALSPACER 1" INSULATING GLASS - TYPE G2 1tt INSULATING GLASS - TYPE G2A nrnoep dw t� a„p,,r . J r inniHi v WCHANWTHIS SNEET GLARING DETAILS 1070 TECHNOLOGYORNE f j _ BAfC 03/ftViO C PEaMlAMfDADECOMMENIS NOKOMl3FLSf276 SERIES670ALUM.SGD'-NON-IMPACT SMC 0y01<t0 a PMUMUaWECpMUV= P.0.6QX iti2Y ` � � ��u dn"i er. dr; tpnaer dr: NOXOML4, FL 84274 SMc 0&A7M SGO570 NTS 5 d 25 PGT0001 \�10`.o 0�1..VASE * �i xz �� y K : N0w i OL o1,t of 2; FLOR !` FFSSIII11 1O1NP�`�� A. LYNNILLER P.E. P,E.# 58705 r� DESIGN PRESSURE AND ANCHORAGE- NOREINF-STANDARD STILE -STANDARD ASTRAGAL HD90DEG. CORNER STILE > HEAD & SILL (H&S) INTERLOCK, STRAIGHT& CORNFRASTRAGAL CLUSTER PLUS MERNEDIATEAWWR OTY. PER PANEL H & S. > JAMB ANCHOR QTY., & RHOOKANCHOR OTY. Anchor Types: 3/16" TQJPERED(Mono. & LG.U.) 1) •114" ELCO ULTRACON (FORMERLY TAPCON) GLASS TYPE G1 & G2 2) 'lM' S84 CRETE-FLEX 114"TBJWERED(Mono.&I.G.U) 3) •5/16"ULTRACON GLASS TYPE G1A & MA 4) •#12 STEEL SCREW (G5) • SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 1 84 90 fi 96 ly NOM PANEL FRAME SIDE O � Z 0 z O 3 v z� o WIDTH N th V N N - 1"J N - M N U N GLASS TYPE - G1, G1A, 62, G2A +90 -127.1 +90 -120.0 +90 -110.8 +90 •102.9 2mk� C3+1 C4+1 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 24 i m 10 10 10 10 10 10 10 10 10 10 10 d�7 7 7 7 7 7 7 7 7 7 7 GLASS TYPE - G1, GiA 02. G2A +90 -106.3 +90 -100.2 +90 -92.2 +85.3 -85.3 +i C3+1 C4+1 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 [E� WP-HOOK 0 10 10 10 10 1h 10 10 10 10 10 10 7 7 7 7 7 7 7 7 7 7 7 GLASS TYPE - G1, G1A G2, G2A +90 -92.9 +87.3 -87.3 +80 •80.0 +73.8 -73.8 B H&S 3+1 C3+1 C4+2 C3+1 C3+1 C4+1 C3+1 C3+1 C4+1 36 JAMB M+B$.7 10 �C4+]C3+1 10 10 10 10 10 10 10 '10 10 P- pOK7 7 7 7 7 7 7 7 7 7 GLASS TYPE - 01, 01A G2, G2A-83.7 +78.4 -78.4 +71.6 -71.6 +65.8 -66.0 H&S C3+1 C3+1 C4+2 C3+1 I C3+1 C4+2 C3+1 C3+1 C4+2 10 10 10 10 10 10 10 10 10 10 P-HOOK 7 7 7 7 7 7 7 7 7 1, G1A G2. G2A +77.1 -77.1 +72 -72.0 +66.5 -65.560SH&S jC4+2C3+1C3+1 C4+148 C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 C3+1 C3+1 JAMB 10 10 10 10 10 10 10 10 t P-HOOK 7 7 7 7 7 7 7 7 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 31/4" SILL, POSITIVE DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1C ON THIS SHEET. 3.4",31/4" AND 2 1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1A 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. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. tO TECNNOLOGYDRNE NOKOMIA FL 34275 P.O. BOX Im NOKOMIS, FL 34274 90" OUTSIDE HD CORNER 90" INSIDE HD CORNER 10 7 7 7 HD = HEAVY DUTY O= EXAMPLE ON SHEET 9 1- OH LENGTH TABLE 1C. SILL HT. VS POS. DP SLLRISETEGHT (+)DESIGNLOAD F USH 1-1w WA LOW 2-1n" +46.67 PSF MED 3-1/4• +60.0PSF HIGH 4" +90.0PSF SEENDTES 1-3 } OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 LPN OR GREATER SEE NOTE 3 SERIES 670 ALUM. SGD - NON-IMPAC7 M.&#M eat.: tare a..t w SGD670 NTS B m 25 PGT0001 . WIDTH - 7" !L HEIGHT - 8.25" WRODLICT R F..VISEO Md4 p yl.p. It6 the Flar[Q,•. 13NN M/1(-71''. *i. No.58705 II II w; ���•'. STATE OF -� ONALLL A. L-;WM' ILt�tt, P.E. P.E.# 68705 DESIGN PRESSURE AND ANCHORAGE- NO REINFORCEMENT-STANbARDSTILE-STANDARDASTRAGAL TABLEIB. - HD 90 DEG. CORNER STILES > HEAD & SILL (HAS) IWERLOCK, STRAIGHT& CORNERASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANES. H & S, > JAMB ANCHOR QTY., & PLHOOK ANCHOR QTY. Anchor Types: 3/16" TEMPERED (Mono. & LG.U.) 1) '1/4" ELCO ULTRACON (FORMERLY TAPCON) GLASS TYPE GI & G2 2) '1/4" 684 CRETE-FLEX 1l4" TEMPERED (Mono. & I.G.U.) 3) -5/16" ULTRACON GLASS TYPE: G1A & G2A 4) V12 STEEL SCREW (G5) ' SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 1 96 NOM. PANEL O z O Z $ O z O z FRAME SIDE U 0 0 U 5 U v v WIDTH N of N .p N •p N M Y Cm •- N — Of— N GLASS TYPE - G1, G1A G2, G2A +72.5 -72.5 +67.4 -67.4 +61 •61.0 +54.7 -54.7 o H&S C3+2 C3+2 C4+2 C3+2 C3+2 C5+2 C3+1 C3+1 C4+2 C3+1 C3+1 C4+2 54 t JAMB 10 10 10 10. 10 10 10 10 10 10 10 10 a P-HOOK 7 7 7 7 1 7 7 7 7 7 B 6 7 GLASS TYPE - GI, G1 A,G2,G2A +69.1 -69.1 +64 -64.0 +57.6 .57.6 +60.6 -50.6 H&S C3+2 C3+2 C4+3 C3+2 C3+2 'C5+3 C3+2 C3+2 C4+2 03+1 C3+1 C4+2 60 JAMB 10 10 10 10 10 10 10 10 10 10 10. 10 d` P-HOOK 7 7 7 7 7 7 7 7 7 6 6 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3 1/4" SILL POSITIVE OP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1 CON THIS SHEET. 3.2 1/2", 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE ISM" 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. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. NO 0311wo awvl. NOKOMIS, FL 34275 P.O. BOX 1548 NOKOMIB, FL 34274 TABLE 1C. SILL H7: VS POS. DP SILL RIM HEIGHT (+) DESIGN LOAD FLUSH -1-U2" NIA LOW-2-1/2" +46.67PSF MED - 3-1/4" + 60.0 PSF HIGH-4" +00.0PSF SEE NO7M 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25 90" OUTSIDE HD CORNER 90" INSIDE HD CORNER rOH LENGTH �( OVERHANG OH LENGTH OH OH HEIGHT HEIGHT EQUAL TO 1 DI OR GREATER Lin SEE NOTE 3 V AND ANCHORAGE SERIES 670 ALUM. SGD - NON -IMPACT 4..Z en,rc awaym scmm NTS 7 - 25 PGT0001 "ADOCr REWSEp tr"MW g with Ox Fb" A**phm f4 . a 56106 _ W_ 10 Of �'�.FSSION `P� A LYWIIfILI.W, P.E. P.E.958705 B DESIGN PRESSURE AND ANCHORAGE -NO REINFORCEMENT -HEAVY DUTYSTILE -STANDARD ASTRAGAL- HD 90 DEG CORNER STILES TABLE2A. >EEAD&SILL (H&S)IfIEALOCK, STRAIGHT& CORNF77ASTRAG4LCLLI&TERPLUS(NfEAt MTEANCHOROTY. PFRPAMLH&S, > JALM AMMI1 OTY., & RHOOKANCHOROTY. Anchor Types: a11S' TIA*ERED(Pkno. & LG.U.) 1) -lW ELCO ULTRACON (FORMERLY TAPCON) GLASS TYPE Sit I,G2 2) '7/4" SS4 CRETE-FLEX 1w TB.FERID(w". 6 Lau) 3) '5116" ULTRACON GLASS TYF£ GIA &G2A 4) '#12 STEEL SCREW (G5) ' ' SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNITHEIGHT 80 84 1 90 98 102 108 114 120 NOR PANEL O Z O zU U 8Q U Z U U ppQ U O U 8Q U O U 8Q U ZO U 8Q U ZO WIDTH FRAME SIDE fV N N ♦ N N f H N N Y N 1.� p GLASS TYPE -Gt, GtA G2.G7A +90 -160A +00 -160.0 +90 -147.7 +90 -137.1 +00 -128.0 -+90 -140.0 +90 -112.9 +90 -1063 1 H&S C4+1 1 C4+1 i C5+1 C1+1 C4+1 C5+1 C4+1 I C4+1 I C5+1 C4+1 I C4+1 I CS+1 C4+1 I C4+1 06+1 C4+1 C4+1 C5+1 C4+1 I C4+1 I C5+7 C4+1 C4+1 C5+1 24 JAMB 10 10 10 10 10 10 10 10 10 10 10' 10 12 12 12 12 12 1 12 --12-T-1-2r 12 12 12 12 P-HOOK 9 9 8 9 9 9 9 9 9 9 1 9 1 9 9 9 9 9 9 9 9 9 9 9 9 9 GLASS TYPE -GI, GIA G2, G2A 490 -141.8 +90 -133.6 +90 -122.9 490 -113.8 +90 -105.9 +90 -99.1 490 .93.1 +87.8 •87.8 H&S C4+1 I C4+1 I C6+MC4+1 1[Cl+,2 C4+1 C4+1 C5+1 C4+1 C4+1 C6+1 G+1 C4+1 C6+1 C4+1 C4+1 CS+1 C4+1 CI+1 C5+1 CI+1 C4+1 CS+1 30 JAMB 10 10 70 10 10 10 10 t0 10 12 12 12 12 12 72 12 12 12 12 12 12 P-HOOK 9 9 8 0 9 9 0 9 9 9 9 9 0 0. 9 9 9 9 9 9 GLASS TYPE -G7, GIA W. 62q +90.123.9 +90 AISA +90-108.7 +90 -98.6 +90 -9L4 485.3 -05.3 +80 -80.0 +75.3 -15.3 H&S C4+1 C4+1 C5+2 C4+1 C4+1 C6+2 C4+1 C4+1 CS+2 C4+1 C4+1 C6+2 G+1 G+1 C6+2 C4+1 C4+1 C5N q CI+1 C5+1 04+1 C4+1 C +1 36p JAW 10 10 10 10 10 10 10 10 70 10 10 10 12 12 12 12 - 12 12 12 12 12 12 12 12 2 P•HOOK 9 9 9 9 0 9 9 9 9 9 9 ' 9 9 B p 9 9 9 9 9 9 9 9 9 GLASS TYPE-01, GIA G2,G2A +90411.6 +00-104.6 +00 -95.4 +87A -87.8 +81.3 TIS +75.7 -75.7 -+70.8 -70.8 +60.5 -66.5 HB.S C4+2 C4+2 C5+2 C4+1 C4+1 C6+2 G+1 G+1 C6+2 C4+1 C4+1 C5+2 C4+1 C1+1 C5+2 C4+1 C4+1 C5+2 C4+1 0/+1 C5+2 C4+1 C4+1 C5+2 42 JAMB 10 16 to 10 10 10 10 70 t0 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P•HOOK 9 9 9 9 1 9 1 9B 0 8 9 9 9 0 B 1 9 9 9 9 9 9 1 B 1 9 9 8 GLASS TYPE-G1, GIA G2, 432A +90402.9 +90 •98.0 487.3 -87.3 +00 -80.0 +73.6 -73.6 468.6 -68.6 464 -64.0 +80 •60.0 H8S C4+2 G1+2 C6+3 G+2 C1+2 CS+2 CI+2 C4+2 C5+2 CI+1 C4+1 C542 C4+1 C4+1 C5+2 C4+1 CI+1 C6+2 C4+1 C4+1 C5+2 CI+1 GI+1 CB+2 48 JNuB 10 0 107,01 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 72 12 12 12 Ti P-NOOK 9 9 9 9 8 9 B 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 90" INSIDE HD CORNER 90" OUTSIDE HD CORNER HD = HEAVY DUTY rarrnr D NO CHANGE TFOSSHEET OSHdMO C PERMNM7DADE COMN6 STANDARD ASTRAGAL HEAVY DUTY STILES roTFcxxal.00rDRn� NOKOMIS, FL J4275 AO. BOX 162C NOXOMI$ FL SOM 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. WITH THE 31/4" SILL, POSITIVE DP IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2C ON THIS SHEET. 3.2 1/2". 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED POSTIVE DESIGN PRESSURES SHOWN IN TABLE 2A 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. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. S. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. DLO WIDTH = NOM. PANEL WIDTH - T' DLO HEIGHT= NOM. PANEL HEIGHT -8,25" TABLE 2C. SILL HT. VS POS. DP SILL RISE HEIGHT (+) DESIGN LOAD FLUSH -1-VY WA LOW-2-1/2' +46.67PSF MED-3-1/4' +60.0PSF HIGH-4" +BD.OPSF SEE NOTES 1-3 OH HEIGHT DPANDANCHORAGE M.- SERIES 670ALUM. SGD - sa4aav: aaye ant SGD570 NTS 81 25 OH LENGTH 47tODUCT 6EYttik/r Ib-PI'lYL"4 -,Ilk thr RxIdW! Caen //_ /e/9• /7 OVERHANG OH LENGTH OH HEIGHT \\ /7 �`�`y v�NN MI[[FR EQUAL TO 1 OI OR GREATER Oo O� ' SENSE J _ �tiZ � •2.• 91p5 SEE NOTE 3 Lu l0�0� SIPS FLO A. LYNNItI11LLW P.E. VON -IMPACT Q'"�°M' PGT0001 D RES 58705 DESIGN PRESSURE AND ANCHORAGE- NO REINFORCEMENT- HEAVY DUTY STILE -NO ASTRAGAL- HD TABLE 2B. 90 DEG. CORNER STILES > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNERASTRAGAL CLUSTER PLUS ANCHOR CITY. PER PANE. H & S, > JAMB ANCHOR OTY., & RHOOK ANCHOR QTY. Anchor Types: 3/16" TE MPERED (Wno. & I.G.U.) 1) -1/4" ELCO ULTRACON (FORMERLY TAPOON) GLASS TYPE G1 & G2 2) -1/4" SS4 CRETE-FLEX 1/W TEMPERED(Mono. & I.G.U.) 3) -5/16" ULTRACON GLASS TYPE; G1A & G2A 4) -412 STEEL SCREW (G5) • SEE ANCHORAGE NOTES 1 8 2 ON SHEET 1. UNITHEIGHT 80 84 90 f 96 NOM. PANEL U o z ❑ U O z ❑ U z z ❑ U z SS55 FRAME SIDE U O U O U U U U WIDTH U U N N N T t� N N N N GLASS TYPE - 01, G1A, G2, G2A +63 -83.0 +77.2 -77.2 +69.8 -69.8 +63.8 -63.8 E H&S C4+2 C4+2 C5+3 C4+2 C4+2 C5+2 C4+2 C4+2 C5+2 C4+1 C4+1 C6+2 JAMB 10. 10 10 10 10 10 10 10 10 10 10 10 54 g P-HOOK 7 7 8 7 7 8 7 7 8 7 7 8 G S TYPE - G1, G1A , G2, G2A +79.2 -79.2 +73.3 -73.3 +66 -66.0 +60 -60.0 S[1]HW&S NC4+2TC4+2 C5+3 C4+2 C4+2 C5+3 C4+2 C4+2 C5+3 C4+ C4+2 C6+2 80 10 10 10 10 10 10 10 10 1 10 10 P-HOOK 77 1 8 7 7 8 7 7 B 1 7 1 7 8 O= EXAMPLE ON SHEET 9 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" HD = HEAVY DUTY 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 21/2' SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3 1/4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2C ON THIS SHEET. 3.21/2", 31/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2B 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. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. TABLE 2C. $ILL HT. VS POS. DP 51LL RISE HEGHT (+) DWGN FLUSH -1-117 WA LOW -2-117 +48.67 PSF MD-3.1/4' +60.0FSF HIGH-4" +90.0PSF SEE NOTES 1-3 OH LENGTH MODUCT-B.BY145P rto ijAyla"wiMY4e FiOlb. Yrldl.XCWt At pmm W- /D/ •/ r.piratiw lk �� , S• L Exr. It�ll U — I OH LENGTH OH OH HEIGHT I l l l l t2o HEIGHT EQUAL TO 1 `�.�� �.(l1N MILCe'� 118 67 DOI OR GREATER ` off'..' Nse •... G E �T a�pb 119 SEE NOTE 3 = �' N�•5 �. ul_ 90° INSIDE HD CORNER 90° OUTSIDE HD CORNER ASTRAGAL NOTAPPLICABLE w Z �✓ +ann+ D NOCHAIlOEMISSHEE!�6e f9 rojoTEcmNoLoayoRjw 0PANDANCHOWE �% o '• Sit', \aP. �'A'Es' SMC Q4/1670 C PERMGVAIDADECOMMENTS NOKOMM FL 34276 T� i�0 SERIES 670 ALUM. SGD -IVON-IMPACT F Sf�ZE5109] B MIAMIDAOECOMMENTS NOKOMISS FL131274�*a� wr. '71j I lii`` A. LY�� IIAILLER 522 P.E. SMC SGD670 NTS 9 25 PGT0001 D P.E.H 6870s r- DESIGN PRESSUREANDANCHORAGE NO RBNF: HEAVY DUTY STLE. HEAVY DUTY ASTRAGAL- HD90 DEGCORNERSTILES > HEAD & SILL (H&S) INTERLOCK, STRAIGHT & CORNER ASTRAGAL CLUSTER FLUS NTE2NLMTEANCHOR OTY. PER PANE. H & S, > JANB ANCHOR Q1Y., & RHOOKANCHOR WY. Anchor Types: 3/18" TeVIPERED(Mono. & I.G.U.) 1) •1/4" ELCO ULTRACON (FORMERLY TAPCON) GLASS TYPE Gt & G2 2) •1/4" SS4 CRETE-FLEX IXTBVPERB7(Nbno. & I.G.U.) 3) '5/16" ULTRACON GLASS TYPE G1A&G2A 4) "#12 STEEL SCREW (G5) ' SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 U O U� 2K!': Z U O U ONOM. FRAME SIDE 03 cOi cOi3 DPTMEL N �'. N N GLASS TYPE -G1,G1AG2,G2A +90 -190.6 +90 -180.0 +90 -166.2 +90 -154.3 H&S C4+1 C4+1 C6+1 C4+1 C4+1 C6+1 C4+1 C4+1 C6+1 C4+1 C4+1 C6+1 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 10 10 10 10 10 10 10--1 10 1 10 10 10 10 GLASS TYPE - 01, Gt G2, G2A +90 -169.5 +90 -160.3 +90 -1382 +00 -128.0 1+ 1 H&$ C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HOOK 10 10 10 10 10 10 10 10 10 10 10 10 GLASS TYPE -G1,G1AG2,G2A +90 -139A +90 -130.9 +00 -120.0 +90 -110.8 B H&S C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 36 c JAMB 10 10 10 10 10 10 10 10 10 10 10 10 P-HUOK 10 10 10 10 10 10 10 10+1 10 10 10 1 10 GLASS TYPE -G1,01AG2,G2A +00 -125.5 +90 -117.6 +90 -107.3 +90 -98.7 H&S C4+2 C4+2 C6+2 C4+2 C4+2 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 42 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 I---iu P-HOOK 10 10 10 10 10 10 10 10 10 10 10 GLASS TYPE - G1, G1A G2, G2A +90 -115.7 +90 -108.0 +90 -98.2 +90 -90.0 H&S C4+2 C4+2 C6+3 C4+2 C4+2 C6+3 C4+2 C4+2 C6+3 C6+2 C6+2 C6+2 JAMS 10 10 10 10 10 10 10 10 10 10 10 10 48 dr HOHOOK 10 10 10 10 10 10 10 10 10 10 10 10 1. PUSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OFTHE 4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3 1/4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3C ON THIS SHEET. 3.2 1/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3A 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. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. JJ. fOHim D CHANCE THIS SHEET 1070 TECHNOLOGYDRA SMC O.VINIO C PERMAKIDADECOMMENTS NOKOMIS. FL 34275 SMc 0.MHN0 BB PERMAWDADECOMMETNS -- -- -- _ - P.O. BOX ISO - a ar o,m a pre• NOKOMIS, FL 34274 SMC 08405/08 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES M. ExT• 119 90" OUTSIDE HD CORNER HD = HEA% TABLE 3C. SILL HT. VS POS. DP SILL RISE HEIGHTDESIGN (+) LOAD FLUSH 1-112' WA LOW 2-112" +46.67 PSF MED 3-114" +60.0 PSF HIGH 4" +90.0 PSF SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT -8.25" 90" INSIDE HD CORNER (+ OH LENGTH y OVERHANG OH LENGTH OH OH HEIGHT HEIGHT Lia 0I EQUAL TO 1 OR GREATER SEE NOTE 3 DPANDANCHORAGE M. SERIES 670ALUM. SGD - irlrWl,t da4: 6lre sGD37D NTS 1 10 a 25 PGT0001 rkol,.UCT RF.VISBQ w -"�PMeR eitlfi the "NJ& Wldlng Cods l�neb�. Y�ih MCI DSee' MILLER ''i,� SE y i 581p5 '• d P' o II�oF FLaR •'' N�p,`��\ A. LYN�IGILL�R, P.E. P.EN 58705 DESIGN PRESSURE AND ANCHORAGE- NO REINFORCEMENT -HD STILE -HD ASTRAGAL- HD 90 DEG TABLE3B. CORNER STILES • HFAD & SILL (H&S) INTERLOCK STRAIGHT8 CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PERPANEL H & S. > JAMB ANCHOR CITY., & RHOOK ANCHOR CITY. Anchor Types: 3116"TEM'ERED(Nbno.&I.G.U.) 1) •1/4" ELCO ULTRACON (FORMERLY TAPCON) GLASS TYPE, G1 & G2 2) •114" S84 CRETE-FLEX 1/4"TDA RED(NbnD.&I.G.U.) 3) '5118'ULTRACON GLASS TYPE G1A & G2A 4) •#12 STEEL SCREW (G5) • SEE ANCHORAGE NOTES 1 & 2 ON SHEET 1. UNIT HEIGHT 80 84 90 96 NOM. PANEL zzV 4 z O z (J O i Ov O WIDTH FRAME SIDE U U U O 1 tOi U U .- f7 nj N tV N N C � V N GLASST9PE-G1,G1AG2,02A +83 -63.0 +772 -772 +69.8 -69.8 +62.6 -62.6 12 H&S C4+2 04+2 C5+3 C4+2 C4+2 C5+2 C4+2 C4+2 C5+2 04+1 C4+1 06+2 54 1 JAMB 1 10 1 10 1 10 10 10 10 10 10 10 10 10 10 P-HOOK 1 7 1 7 1 8 7 7 7 7 8 7 7 8 GLASS E - G1, G1A G2, G2A +79.2 -792 +73.3 -73.3 +08 -68.0 +68 -58.0 H&S C4+2 C4+2 C5+3 C4+2 C4+2 C5+3 C4+2 C4+2 C5+3 C4+2 C4+2 C5+2 60 g JAMB 10 10 ' 10 10 10 10 10 10 10 10 10 10 3 P-HOOK 7 1 7 1 8 7 7 1 8 7 7 8 7 1 7 1 8 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WHEN USING THE 3 1l4" SILL POSITIVE DP IS 60.0 MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3C ON THIS SHEET. 3.2 1/2", 3,1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 313 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. SEE SHEETS 12 THROUGH 17 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. I R•N,biF JJ. 1d11nf D 1VOCHANOE7N193HEEr 1070 TECHNOLOOYDRNE NOXOMIS, FL 3a75 ... __.. __ Pb. BOX f37V NOXOMIA FL 34274 TABLE 30. SILL HT. VS POS. DP SILL RISE H8GHr (+) DESIGN LOAD FLUSH-1-112" NIA LOW-2-1/2" +46.67 PSF N®- 3-114" + 60.0 PSF HIGH -4" +90.0PSF SEE NOTE91-3 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES TNT. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= NOM. PANEL HEIGHT-8.25" EXT' 119 90" OUTSIDE HD CORNER INr. EXT. HD = HEAVY DUTY 90• INSIDE HD CORNER I•• OH LENGTH —1 I OH LENGTH OH OH HEIGHT HEIGHT I> EQUAL TO 1 1 QI OR GREATER SEE NOTE 3 DPANDANCHORAGE SERIES 670ALUM. SGD, NON -IMPACT d-w-dm safe ar.c oa"•nw SOD670 NT., 11 a 25 PGT0001 fK0L1UCr REVISBp fr tanPlyf"{ w0A lbv F%rW1 B�NIha Code A alf.—K* 9101124- Dow 1 �f—fin I�if� o�y u�NSE K e = e 510 uj K w �O I t��_0- FLOR .. �'��RFSSI11'O'N��`� A. LYN/4 A{LLER 1P.E. P.E.968705 r 2. ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4" ELCO SS4 CRETE-FLEX 3) 5/16" ULTRACON 4) #12 STEEL SCREW (05) HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90° CORNER ON SHT. 13-14. JAMBS & P-HOOKS... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 6-11. SEE P-HOOK ANCHOR DETAILS ON SHEETS 16-17. -------------------------------------- ANCHORS PER PANEL" ARE 8 MAX INTERLOCK ASTRAGAL INTERIOR THOSE AT THE HEAD AND SILL 3'6CENTERLINE SEE CLUSTER DET., SHT. 14 CENTERLINE 8" MAX' �-.�+ 8" MAX I BETWEEN CLUSTERS OR THOSE " „ I TYP BETWEEN A CLUSTER AND A ° 4.051" ° ° FRAME JAMB OR P-HOOK. 2.04" 4.051" , o 0 0 J! 3.5" 3.5" 94" MAX. O.C. EXAMPLE OXX ANCHORAGE PLAN: C4+2HEAD & SILL ANCHORAGE(3PANEL.2-TRACK EXAMPLE SHOWN) = (14) ANCHORS TOTAL (3) PANEL, 48" x 96" DOOR FROM TABLE 1A, SHT, 6, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE _ ---- EXTERIOR --- 24" MAX. O.C. EXTERIOR SEE CLUSTER r DETAILS. SHT. 14 6" r 3.5" TYP. SEE NOTE t BELOW (7) P-HOOK 14° ANCHORS INTERLOCK CENTERLINE 6" 3.5" TYP. C4+2 & CORNERS = (20) ANCHORS TOTAL AT HEAD AND AT SILL DEBSEE TAIL IL B JAMB CLUSTER ELOW 2 C4 2 C4 2 C4 2 1 % MAX. _� O • % ■ % % k % % R X k 6' -MAX. % �• • 3° MAX. " Lro • • AX R= FRAME ANCHORS X 21 MAX. c. • • • •= P-HOOK ANCHORS X 3" MAX. 10' MAX. lx. MAX. • X X R % % x % X X X 6" % R R X X k — +� 24" MAX. O.C� 8" MAX.. TYP. I 90- CORNER MAX. (10) ANCHORS O.C. PER JAMB (SEE SHEET 16 FOR CLUSTER O.C. SPACING MAX. EXAMPLE OX-90' OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4) PANEL, 60" x 96" DOOR FROM TABLE 2B, SHT. 9, ANCHOR TYPE 1 & 2 IN CONCRETE_ SUBSTRATE SEE CLUSTER DETAILS, SHT. 10 INTERLOCK CENTERLINE t+— 8" MAX. 1 I I I 0 0 0 ` 4.051" N. i O.C. TYPICAL JAMB CLUSTER FOR DETAILS SEE CLUSTER DETAILS, SHT. 11 M. N.O. P. O & R MMGEMISSNEET �" 1070YECHNOWGYDRIW FF= - ANCHORAGE SPACING&EXAMPLEPLANS P.O.e¢)eiew NOKOMIS, FL SON 670 SGD670 I NTS112 d 25 1 PGT0001 FR"VC.r REVLWb "I "PtrVAidibt �•ne tw "Tuft &vmi • D. ""� r�w•wc�YtrY� \\\\"\'mN O'y • ENSE �* `•No 58105 * a^ 0. ( Nil- 1F OP��: op 1014 P_ A LYW I�LId\P.E. P.E.N 58M ---------------------------- INT. ASTRAGAL OR �— INTERLOCK CENTERLINE 3.5 2.0� 4.051 _ _ 3.5 _ 2-TRACK ASTRAGAL INTERLOCK ANCHOR CLUSTER -C3 ANCHOR CLUSTER -C6 ------------- ^------------ r--------------------------- INT. ASTRAGAL OR I t INT ASTRAGAL OR INTERLOCK I I f --INTERLOCK CENTERLINE i i i CENTERLINE 3.5V. I 1.75 3.5 1.75 I I 4.051 0-1 2.0401 j 2.040 I 1 I I 3.5 I I 2-TRACK. ASTRAGAL / INTERLOCK 2-TRACK, ASTRAGAL / INTERLOCK ANCHOR CLUSTER -C4 ANCHOR CLUSTER -05 INTERLOCK INT. CENTERLINE �I 3.5 4Ai 5.369 --4 INTERLOCK CENTERLINE 3.5 INT. I r....._..,,.�..,. I I INTERLOCK CENTERLINE 7.033 Z04 0 NOWMIS, R 307B P, NOXOMIO. B$QX f67Y FL 3! . ANCHOR CLUSTER -05 INT. ---------------------------- ASTRAGAL OR INT' INTERLOCK CENTERLINE j 45 I I 1.75 I I I I 4.051 I I I I 2.040 I ---- 3_5 ANCHOR CLUSTER -05 SERIES 670 ALUM. SGD - NON -IMPACT .t.wt,as tv.► ec.s w 41--1 NTS 13 a 25 PGT0001 NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. oa"ucr OXV ISM r Mlc Ith the Fww w{rti1.�9�fe lllllll, * : allo. 58705 wc 77 o • •., FLOFi�OP: • C� �: ssroNill A,;\\ , A. LYNN MILLER, P.E. P.E.N 68705 ANCHOR CLUSTER - C6 EX1 ANCHOR CLUSTER - C4 USED FOR C3 AND C4 2.036 INT. 3.889 NOCHANGEAOSSHEET PERMAMI DADECOMMENTS 1070 TECHNOLOOYOR NOKOMIS, FL 51175 P 0. BOX 15M NOKOMIS, FZ SIQ7� PERMAMI DADEOOMMEMS rr: •- - iW grolaw, I I EXT. I 2.040 f 1 11 II 2-TRACK. 90' INSIDE CORNER SHOWN, 2-TRACK, 90° OUTSIDE CORNER SIMILAR (OPPOSITE) ANCHOR CLUSTER-C6 USED FOR C5 AND C6 � II II II II i' ------------- (RACK. 90' INSIDE CORNER SHOW 90° OUTSIDE CORNER SIMILAR (O C8 ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORKERS 9NCHORAGE, EXAMPLE CLUSTERS SERIES 670_ALUM. SGD - NON -IMPACT -- u*�o W SGwo NTS 6 a 25 PGT000! NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ALL DIMENSIONS SHOWN ARE IN INCHES. /WDUCF REYISGD M ft-pplying w1161M.1m, Aw�PaafgN� 7/ Eyyly(nfIM 9Mt-L �����•rt+LG �ititiMd - y',(IAN Mi((FR'��� ' 0 581p5 (A- to llll i W= '-'o'Ap oR mac?; FSSIONPl':' lllll o10 A. LYNN MILLER, P.E. P.EB 88705 21/16" O.C. 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT.1 SEE CHART, SHT. 1 CONCRETE 1" MIN. SEE CHART, SHT. 1 E.D. TYP. 1°MIN. 2 1/16" O.C. 2 1116" O.C. 2 1116" O.C. TYF TYP. E.D. TYP. TYP. EXT. 1 3/8°MIN. -1 0 1 3/8"MIN. . :':•y3� ,�'. '• /�; : t, SEE CHART �'° +�:•.f� . i.y,'•. i �, SHT. 1 - 1/4' F 1/4" f EXT. MAX. MAX SHIM SHIM 1/4" r 1/4" MAX.J WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 SHIM SHIMEXT. DETAIL A. 2-TRACK FRAME HEAD DETAIL B. 3-TRACK FRAME HEAD ONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 SEE CHART SHT. 1 WOOD INSTALLATION WOOD INSTALLATION DETAIL C, 2-TRACK FRAME HEAD DETAIL D, 3 TRACK FRAME HEAD WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHT. 1 2x WOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION SEE ANCHOR SEE ANCH.NOTE 3, 1X WOOD BUCK TYP., NOTE 5 SHT. 1 SHT. 1 (1/4" MAX.) 21/16" O.C., TYP. SEE ANCHOR NOTE 3, SHT. 1 SEEANCHOR SEEANCHOR I NOTE 5 SHT. 1 NOTE 5 SHT. 1 s as -j (1/4" MAX.) EXT. (1/4' MAX.) ONCRETE I 1 3/8" MIN.T 1/16"1"MIN E.D.. 1 3/8" MIN. ;�. as;. • e,..., , SEE CHART i :.ti.ti! ::::.,....: O.C., TYP. TYP. 2xWOODBUCK 1"MIN a• • , - n. SHT. 1 •�•• ;}„ ::c{��:.'"�; EXT. ;.;; : /.•%.i:r;. DETAIL E. 2-TRACK FRAME SILL 2 1/16" TYP., E.D., :, SEE CHART, SHT. 1 WOOD INSTALLATION SEE ANCHOR O.C., TYP' TYP• NOTE 3, SHT.1 DETAIL F, 3-TRACK FRAME SILL DETAIL G. 2-TRACK FRAME SILL CONCRETE ANCHOR TYP„ WOOD INSTALLATION CONCRETE INSTALLATION C:iODUCr IU y1s5p r ••pp1y1•p bilk The f%rW& SEE ANCHOR NOTE 1, SHT. 1 SEE ANCHOR 21/16" NOTE S SHT. 1 lki4 Code O.C., TYP. l" MIN w.:ple.ee n• - D/ • �7 E.D., ON.Mw a•n (1/4" MAX) CONCRETE TYP. G u- I j 0 1 318" MIN. EXT. t ,•' v : `r• `{ ,;: r y+{:.;/: SEE CHART �;:• 2111;? .%. Y:I, .i:. ,.�,• EXT. SHT. 1 2 1/16" WOOD ANCHORTYP. SEE ANCHOR NOTE 2, SHT. 1 O.C., TYP. 1�—— SEE CHART, SHT. 1 DETAIL I.4-TRACK FRAME HEAD DETAIL H. 3-TRACK FRAME SILL WOOD INSTALLATION CONCRETE INSTALLATION 2x WOOD BUCK TYP., CONCRETE SEE NOTE 3, SHT. 1 WOOD ANCHOR TYP., SEE CHART, SHT. 1 SEE ANCHOR NOTE 2, SEE ANCHOR SHT. 1 .� 4;' '•'••:. FI: .. t: .,�ti'.��'—r:.�.•, NOTE 5,SHT.1 ;'•`z • �''; : r' - .; +. SEE CHART :r: '}.`.f• c:'� ,j,.',i:;,y,,:. (1/4' MAX.) 1 HT EXT.WiT�YP. 1 vh .�C. 1111I11 r 1 3/8" MIN. ��� �YNN Mg '1 Oay ' .......... Fp 21"MIN �� •' r, E k EXT. 2 1/16" O.C., TYP. �,: CONCRETE AE.D., 58705 ME HEAD DETAIL K. 4-TRACK FRAME SILL TYP.No•ATION WOOD INSTALLATION = - * W _ ci• J.,C 1di1H1 arD NOCHANGE THIS SNEET °"Q�'r "�•'• �0 t1I OF .'•_�� ` f0707ECHNOLOGYORIVE ANCHORAGE DETAILS SMC 03NUH0 C PERYMMI DAOE COMMEMS NOXOMIS FL 34275 i•"• r - -'- SERIES 670ALUMr SGD -NON-IMPACT r'rFSS►ONP�-�' SMC OsbN15 8 PERMMAMWECOMMERB - P.0. 8QX1529 E IIlII WEIR.' ` caret, Oele [i,rd:°d pOr: NOKOMiS FL 34274 ® S"t"''~'e'r say: p'"b� Rr. A. LYNN MILLER, P.E. SMC OB/08/09 SO0570 NTS 15 a 25 PGT0001 D P.E.# 68705 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 1 2 1/16'. O.C., TYP. SEE ANCHOR OTE 5, SHT. 1 L.� (1/4" MAX.) III Iil 1/4" MAX. SHIM SEE CHART EXT. SHT. 1 EXT. CC �; .. n : y:> , 1: s: ". .. r': •f. s ., S O.C., TYP. RT, SHT 1 T_ IL L, 4-TRACK FRAME SILL CONCRETE INSTALLATION CONCRETE ANCHOR 1 3/8" MIN. TYP., SEE _ 1°MIN. --►j 1 3/8" MIN. ANCHOR /4" MAX. SHIM 1 1/4" MAX. SHIM —►I f+— NOTE 1, EXT.. I EXT. I I SHT. 1 WOOD WOOD 1" ANCHOR ANCHOR MIN. TYP., SEE TYP., SEE ANCHOR ANCHOR NOTE 2, NOTE 2, 2 1/16" 5EETSHT. 1 SHT.1O.C., TYP. 2XWOOD 13/8"BUCK SEE . ANCHOR 2 1/16" NOTE 3, DETAIL N. 2-TRACK FRAME JAMB O.C., TYP. SHT.1 WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR DETAIL M. 4-TRACK FRAME JAMB NOTE 2, WOOD INSTALLATION WOOD FRAMING SHT. 1 HOOK MOUNTING ADAPTOR ( 1 3/8" MIN. NCHORS LOCATED MID -SPAN BETWEEN P-HOOK INSTALLATION ANCHORS DETAIL CI. 3 TRA( j WOOD INS7 1" MIN. 2.693" MIN. 1 EXT. sMc OYfN10 C PER MWt0OA0EC0MMGN75 ,. 8 %QLOfNO B PERMIAMIDAOECOMMFMB 1 3/4" MIN. WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR CITY. FROM TABLES 1A to 3B, SHTS. 6-11 PERTAIN TO THIS ANCHOR LOCATION, CHART—� __,,.,—SEE SHT. 1//44""M MAX. SHIM — SEE CHART EXT, SHT.1 CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 1/4" MAX. SHIM E CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT. 1 1" MIN. :��• 2.04" i•: SEE CHART +r•� �• SHT . 1 1 I 1 I b I ` + ' 4.051' :;:• 2 1/16' .'• : i O.C., TYP. l s MIN. O.C. 3.5" 1: l:a� TYPICAL JAMB CLUSTER FOR DETAILS ,•,•:.a: M.N.O. P, O & R SEE CHART SHT. 1 SEE CHART :•:'s'�' SHT.1 21116" O.C., TYP. s ---2X WOOD BUCK SEE ANCHOR r: ` F.` 21/16" NOTE 3, . SHT1 ` ��ASO DETAIL R. 3-TRACK FRAME JAMB O.C., TYP. CONCRETE INSTALLATION SEE CHART, SHT. 1 P-HOOK MOUNTING ADAPTOR ANCHORS LOCATED MID -SPAN BETWEEN P-HOOK =RAME JAMB '+f.' :': ': ; .'; :' INSTALLATION ANCHORS CATION ,'�: i , e •,t'i� . ONCRETE / MASONRY t (GROUTED BLOCK ONLY) t.:rt + 4• , SEE CHART, SHT. 1 NOKOMIS, FL S/276 P.O. BOX I&V NOXOMIS. FL J1274 EXT. ` SEE ANCHOR NOTE 2, SHT. 1. ANCHOR CITY. FROM TABLES 1A to 3B. SHTS. 6-11 PERTAIN 2.693" MIN. TO THIS ANCHOR LOCATION, DETAIL T. P-HOOK CONCRETE INSTALLATION SERIES 670ALUM. SGD - NON -IMPACT .KL.at Rate Gw4n Na SOO870 NTS 16 a 25 PGT0001 rkollucr REVISED = C."plyl°g Frith. the F%,W Mldb;g Code ARRY —m— //-l0 •/7 4a'e.JJJJA- --Y- wiw Rr. - // r ttunll, .y .... ��O •.;GEt1SE •..k �. Q ,' S6105 No. W_ a t tt Lu of- FLOnt'9•' '��, SSIOfdPtt�` A. LYNN MILLER, P.E. P." 58705 WOOD FRAMING P-HOOK MOUNTING 1 3/8" MIN. P-HOOK MOUNTING ADAPTOR ADAPTOR ANCHORS ANCHORS LOCATED MID -SPAN LOCATED MID -SPAN BETWEEN P-HOOK BETWEEN P-HOOK INSTALLATION ANCHORS INSTALLATION ANCHORS I 1" MIN. 1 3/4" MIN. `WOOD ANCHOR SEE ANCHOR NOTE 2, SHT. 1. ANCHOR QTY. FROM TABLES 1A to 313, SHTS. 6-11 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL MM, P-HOOK FOR BOX RISER WOOD INSTALLATION DETAIL V. SHT. 20, A N B PANEL PANEL ii PANEL PANEL nI TYPE II TYPE II TYPE TYPE l i c A' i I 'QS' 11 'AS' W III na II III Io II , to ii III j Iu / /III / SEE NOTE ie ei 3,SHT. iii iu 18 if 111, 1 6IIII 0eee---J 6-----..—J LUnnad aana36nnnanncd I CHORALE DETAILS A \ &'a, SHT.16 e r DLO WIDTH = NOM. PANEL WIDTH - 7" �DETAIL'U', SHT. 20, DLO HEIGHT= NOM. PANEL HEIGHT- 8.25" ANCHORAGE DETAILS'E' &'G', SHT. 15 XX-90° CORNER-XX (2 TRACK INSIDE 90° CORNER) INT. ;- *SEE APPLICABLE ASTRAGAL & INTERLOCK PER DP TABLES SEE CHART, SHT. 1 ONCRETE / MASONRY (GROUTED BLOCK ONLY) jlw,•��. .t„�� , • t y • i'•,•1 � SEE CHART, 1 1/4 ,•, t : �• ` SHT.1 1N11/I1 SEE ANCHOR NOTE 2, SHT. 1. ANCHOR CITY. FROM TABLES 1A to 313, SHTS. 6-11 PERTAIN TO THIS ANCHOR LOCATION, 2.693" MIN. DETAIL NN! P-HOOK FOR BOX RISER CONCRETE INSTALLATION ) X 1.50" PH SMS PANEL CORNER DETAIL OETAIL'EE', SHT. 21, #8 X 1.00" ANCHORAGE DETAILS'N' PH SMS (OPTIONAL) &'P', SHT. 16 I' —DETAIL 'BB'. SHT. 21 EXT. DETAIL'KK', SHT. 22 HORIZONTAL SECTION B-B FRAME CORNER DETAIL PERMAWDADEOOMMEM I NOKOMIS FL S275 ire SERIES 670 ALUM. SGD - PERMLtM/DADECOMMEMS.. .-___-... .. P.O. B am; NOKOM7S, Ff.3127� ® °rYawidi/ °� a,.e SOD570 NTS 1 17 - 25 PGT0001 d'"Rucr Ii viuu ft "9 F1w with the r M~frrll)Itl7 � 1,,lullnrl,,.� Q : 58105 N° W 91 '��/ SSIQtdP !/l1/1111111'\ � A. LYNN MILLER, P.E. P.E.# 58705 DETAIL'CC', SHT. 21— f DETAIL 'BB', SHT. 21 — — t ',_DETAIL 'FP, SHT. 21, DETAIL'EE', SHT.21,J DETAIL'V', SHT. 20, ANCHORAGE DETAIL'N' & ANCHORAGE P', SHT. 16 ANCHORAGE D . S ILS'N' DETAILS'A' &'P', SHT. 16 &'C', SHT. 15� PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' M 1. SEE SHT. 19 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL HEIGHT AND WIDTH. PLEASE SEE SHTS. 20-22 FOR SECTION DETAILS AND SHTS. 6-17 FOR ANCHORAGE DETAILS. 2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT -8.25" 3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES. AX, " i w PANEL a PANEL III TYPE le TYPE f1' i s 'CS' n1 1I T. iie , iv E Ile i ee P 111 �� 11 LES III I A nl Au nl la III en 111 I A Ile la DETAIL'U', SHT. 20. SEE FRAME & ANCHORAGE DETAILS'E' PANEL CORNER &'G', SHT. 15 CONSTRUCTION OXXX (2 TRACK) DETAILS SHT. 17 EXAMPLE DETAIL'CC', SHT. 21 �f DETAIL'BB', SHT. 21 1 DETAIL'DD', SHT. 21, DETAIL-AX, SHT. 21, ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S' &'T', & TV, SHT. 16 SHT. 16,'MM' &'NN', SHT. 17 TAI DETAIL W. SHT. 20, ANCHORAGE DETAILS'B' &'D'. SHT. 15 n � PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 1 IT L' M' 'F AX. 1 IT POCKET PE j SEPARATE 3LES SEE APPROVAL= NOTE j <3 3 1 O X X X 1/ OXXXP (3 TRACK RIGHT POCKET) DETAIL'W', SHT. 21,•/-- EXAMPLE ANCHORAGE DETAILS'F' &'H', SHT. 15 P.OiBOX two - z-�-131274 PANEL PANEL A TYPE TYPE 'QS' IV MAX. SEE DP SEE TABLES NOTE b a SHT.20:XX-90°CORNER-XX(2 TRACK ANCHORAGEDETAILS'E' 90°OUTSIDE CORNER) - EXAMPLE ' &'G', SHT. 15 ANCHORAGE DETAILS'A' &'C', SHT. 15 eqy DETAIL'EE', SHT. 21, \ ' ANCHORAGE DETAILS'N' &'P', SHT. 16 'BB', SHT. 21 DETAIL'JJ', SHT. 22 INT. EXT. DETAIL'BB', SHT. 21 rwaurT iwvmw r..�pbMi whA IM itlllYl CDETAIL 'HH', , SHT. 21, DETAIL'Z', SHT.21 ANCHORAGE DETAILS'M' ANCHORAGE DETAIL.21~ -/ H� &'O', SHT. 16 &'J', SHT. 15 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F' 'F' 'K' H S D SEE TAB r� NOTE �✓ 3 X X X X SE MAX. P LES DETAIL'Y', SHT. 20, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' EXAMPLE SHT. 15 &'L', SHT. 16 WMPLE ELEVATIONS SERIES 670 ALUM. SGD - NON -IMPACT scos7o NTS t8 .25 1;;;;Wft PGT0001 \<<.I++UIIrrI 7 i ENS ''•�R * ; go. 58705 41 O_ 5T STA o . O.t�'•.. FL ......'�C2: Sg►ON, AL A. LYNN MILLER. P.E. P.E.M705 DETAIL'U', SHT. 20. SEE FRAME & ANCHORAGE DETAILS'E' PANEL CORNER &'G', SHT. 15 CONSTRUCTION OXXX (2 TRACK) DETAILS SHT. 17 EXAMPLE DETAIL'CC', SHT. 21 �f DETAIL'BB', SHT. 21 1 DETAIL'DD', SHT. 21, DETAIL-AX, SHT. 21, ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S' &'T', & TV, SHT. 16 SHT. 16,'MM' &'NN', SHT. 17 TAI DETAIL W. SHT. 20, ANCHORAGE DETAILS'B' &'D'. SHT. 15 n � PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 1 IT L' M' 'F AX. 1 IT POCKET PE j SEPARATE 3LES SEE APPROVAL= NOTE j <3 3 1 O X X X 1/ OXXXP (3 TRACK RIGHT POCKET) DETAIL'W', SHT. 21,•/-- EXAMPLE ANCHORAGE DETAILS'F' &'H', SHT. 15 P.OiBOX two - z-�-131274 PANEL PANEL A TYPE TYPE 'QS' IV MAX. SEE DP SEE TABLES NOTE b a SHT.20:XX-90°CORNER-XX(2 TRACK ANCHORAGEDETAILS'E' 90°OUTSIDE CORNER) - EXAMPLE ' &'G', SHT. 15 ANCHORAGE DETAILS'A' &'C', SHT. 15 eqy DETAIL'EE', SHT. 21, \ ' ANCHORAGE DETAILS'N' &'P', SHT. 16 'BB', SHT. 21 DETAIL'JJ', SHT. 22 INT. EXT. DETAIL'BB', SHT. 21 rwaurT iwvmw r..�pbMi whA IM itlllYl CDETAIL 'HH', , SHT. 21, DETAIL'Z', SHT.21 ANCHORAGE DETAILS'M' ANCHORAGE DETAIL.21~ -/ H� &'O', SHT. 16 &'J', SHT. 15 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F' 'F' 'K' H S D SEE TAB r� NOTE �✓ 3 X X X X SE MAX. P LES DETAIL'Y', SHT. 20, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' EXAMPLE SHT. 15 &'L', SHT. 16 WMPLE ELEVATIONS SERIES 670 ALUM. SGD - NON -IMPACT scos7o NTS t8 .25 1;;;;Wft PGT0001 \<<.I++UIIrrI 7 i ENS ''•�R * ; go. 58705 41 O_ 5T STA o . O.t�'•.. FL ......'�C2: Sg►ON, AL A. LYNN MILLER. P.E. P.E.M705 OXXXP (3 TRACK RIGHT POCKET) DETAIL'W', SHT. 21,•/-- EXAMPLE ANCHORAGE DETAILS'F' &'H', SHT. 15 P.OiBOX two - z-�-131274 PANEL PANEL A TYPE TYPE 'QS' IV MAX. SEE DP SEE TABLES NOTE b a SHT.20:XX-90°CORNER-XX(2 TRACK ANCHORAGEDETAILS'E' 90°OUTSIDE CORNER) - EXAMPLE ' &'G', SHT. 15 ANCHORAGE DETAILS'A' &'C', SHT. 15 eqy DETAIL'EE', SHT. 21, \ ' ANCHORAGE DETAILS'N' &'P', SHT. 16 'BB', SHT. 21 DETAIL'JJ', SHT. 22 INT. EXT. DETAIL'BB', SHT. 21 rwaurT iwvmw r..�pbMi whA IM itlllYl CDETAIL 'HH', , SHT. 21, DETAIL'Z', SHT.21 ANCHORAGE DETAILS'M' ANCHORAGE DETAIL.21~ -/ H� &'O', SHT. 16 &'J', SHT. 15 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F' 'F' 'K' H S D SEE TAB r� NOTE �✓ 3 X X X X SE MAX. P LES DETAIL'Y', SHT. 20, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' EXAMPLE SHT. 15 &'L', SHT. 16 WMPLE ELEVATIONS SERIES 670 ALUM. SGD - NON -IMPACT scos7o NTS t8 .25 1;;;;Wft PGT0001 \<<.I++UIIrrI 7 i ENS ''•�R * ; go. 58705 41 O_ 5T STA o . O.t�'•.. FL ......'�C2: Sg►ON, AL A. LYNN MILLER. P.E. P.E.M705 SHT.20:XX-90°CORNER-XX(2 TRACK ANCHORAGEDETAILS'E' 90°OUTSIDE CORNER) - EXAMPLE ' &'G', SHT. 15 ANCHORAGE DETAILS'A' &'C', SHT. 15 eqy DETAIL'EE', SHT. 21, \ ' ANCHORAGE DETAILS'N' &'P', SHT. 16 'BB', SHT. 21 DETAIL'JJ', SHT. 22 INT. EXT. DETAIL'BB', SHT. 21 rwaurT iwvmw r..�pbMi whA IM itlllYl CDETAIL 'HH', , SHT. 21, DETAIL'Z', SHT.21 ANCHORAGE DETAILS'M' ANCHORAGE DETAIL.21~ -/ H� &'O', SHT. 16 &'J', SHT. 15 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'M' 'F' 'F' 'K' H S D SEE TAB r� NOTE �✓ 3 X X X X SE MAX. P LES DETAIL'Y', SHT. 20, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' EXAMPLE SHT. 15 &'L', SHT. 16 WMPLE ELEVATIONS SERIES 670 ALUM. SGD - NON -IMPACT scos7o NTS t8 .25 1;;;;Wft PGT0001 \<<.I++UIIrrI 7 i ENS ''•�R * ; go. 58705 41 O_ 5T STA o . O.t�'•.. FL ......'�C2: Sg►ON, AL A. LYNN MILLER. P.E. P.E.M705 MAX. P LES DETAIL'Y', SHT. 20, XXXX (4 TRACK BY-PASS) ANCHORAGE DETAILS'K' EXAMPLE SHT. 15 &'L', SHT. 16 WMPLE ELEVATIONS SERIES 670 ALUM. SGD - NON -IMPACT scos7o NTS t8 .25 1;;;;Wft PGT0001 \<<.I++UIIrrI 7 i ENS ''•�R * ; go. 58705 41 O_ 5T STA o . O.t�'•.. FL ......'�C2: Sg►ON, AL A. LYNN MILLER. P.E. P.E.M705 PANEL LETTER SINGLE FIXED P INTERLOCK LOW STILE R FIXED S/NGLB LOCKSTILE INTERLOCK T ASTRAGAL FIXED OUT LOCKsTTLE ASTRAGAL p FIXED T( IN LOCKSTTLE SFIXED ASTRAGAL LOCKSTILE f1UT SFDSD �❑ ASTRAGAL LOCIGSTILE IN mcKe9 LSINGLE ASTRAGAL l=mm INTERLOCK OUT A97RAGA1 S1NGL� LR OUT INTERLOCK NASTRAGALJ!m SINGLE mmo m IN INTERLOCK SINGLE ASTRAGAL INTERLOCK IN II M 91NGLE im SINGLE B NTERLOCK INTERLOCK L` SINGLE SINGLE /— INTERLOCK SVTERLOCK E SINGLE SINGLE INTERLOCK INTERLOCK SINGLE K INTERLOCK LOCKSTILE UASTRAGAL our LOCKSTTLE (xxot„) U ASTRAGAL LocKsnLE lets IN SINGLE A INTERLOCK LOCKSTILE D LOCKS17LE SINGLE INTERLOCK LOCKSTXE ASTRAGAL ,eaxd,r, OUT 16HNI, SW OWWO I C I PERMIAWDADECOMNENTS PANELL J NOXOMIAn Sam P.A DOX I&V NOXOMIS, FL N774 M CS SC Qs SQ AS SA CI IC CF FC PP RR LOCKSTILE ASTRAGAL fN LOCKSTTLE SINGLE INTERLOCK CORNER SINGLE RECEIVER INTERLOCK SINGLE CORNER INTERLOCK RECEIVER CORNER SINGLE LOCKS77LE INTERLOCK SINGLE CORNER INTERLOCK LOCKSTILE RECEIVER INTERLOCK TEN INRLLOOCK RECEIVER CORNER LOC INCOCK SINGLE CORNER INTERLOCK LOCKSTRE CORNER RECOVER L C E LOCKSDILE RE FIXED INTERLOCK LDOCKME FIXED SINGLE LOCKSTILE INTERLOCK SERIES 670 ALUM. SGD - NON -IMPACT .(rw1t I — scae7o NTS 19 d 2W PGT0001 NOTE: NOTE: 1. SEE DP TABLES FOR PANEL WIDTH & APPLICABLE ASTRAGAL & INTERLOCKS. 4 INTERIOR (ALL PANEL TYPES) .EXTERIOR rk"UCT RCVI"a m.,%pWig Wilk t6. i1.M RddMt Coda A.eela.n.a na / ^ 6 •/ piyilratlw W.Ii 11�11MOE �,VNN ... 0�•���ErISE ' R G�• ID ul- I\11, ' =LU eof O,c'•..•FLOG. '41�� "" SSIONPL '1111111Itt� A. LYNN MILLER, P.E. P.E.e 68705 FIXED PANEL--\ SHOWN EXT. SILL RISERS OPTIONS 19 EXT. 1.567' FLUSH BOX SILL RISER 18 EXT. 1.667' FLUSH FLAT SILL RISER FIXED PANEI SHOWI 2.555' EXT. 21 LOW BOX SILL RISER 20 . 2.555" EXT. j 23 3.3I05' EXT. 1 MEDIUM BOX SILL RISER 22 3.305' EXT. LOW FLAT SILL RISER MEDIUM FLAT SILL RISER XED PANE SHO% 24 4.0I55" EXT.�4 y HIGH BOX SILL RISER 25 4.055" EXT. I HIGH FLAT SILL RISER DETAIL'Z 2 112 EXT. 45 52 51 53 DETAIL'LL' SCREEN AT HEAD E EXTERIOR INTERIOR (ALL VERT. SECTIONS) DETAIL'MM' SCREEN AT SILL r,abaucr PAVISM • Mwcodq MA tM Flw1► l�MI1Nde S t t�}-i 113 i i � � � � � �� 19JII .�`y �YNN .... 5 5 n � �,ZO�.�\GENSE '•. * '. DETAIL'U' DETAIL'W' DETAIL Y _ No. � _ w _ ju oatfnl o NO CKWGE WS SKWr VERTICAL SECTION DETAILS '%' • SFLOR��P' ''•••••••••• 10707ECHNfX00YDRW SERIES 670 ALUM. SGD NON C 037b10 C PERMAWaWEC0WfEM8 NOKOMIS, F7. SIZ78 awvmo sw 9 • PD MUM DAWCOM OM P,C,gpxisn NOKOMIS. EL W74 - -IMPACT A. LYNN IaaILLER. P.E. Aan pM: aft; 'YiOi� H1t �•� .e.- SM OSM5109 P14 SOD670 NTS 20 d 25 PGTMI � P.E.N 55705 STANDARD ASTRAGAL AND STILES 62: 111 -63 80 OR 61 65 DETAIL BB' UC I MIL _AA' 10/11N1 DETAIL'EE' UC I MIL -LL HEAVY DUTY ASTRAGAL AND STILES DETAIL'DD' (FIXED PANEL) 1j INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR -ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3. SHTS. 6-8 FOR DP (PSF) ASSOCIATED WITH STILE f070OKONNOL L34275 VE �i NOKOMI3, R. M276 P.O. SOX 109 NOKOMIS, FL 34274 14 5 60OR61 113.100 105 AT MIDSPAN DETAIL'FF' (FIXED PANEL) SOD670 DETAIL'HH' DETAIL'GG' (FIXED PANEL) SECTION DE ILUM. SGD- TS 21 d 25 P-ST0001 DETAIL'II' rru nucr REVIS&P .empphi.gwkhtb.6bdft f.Nrms" �+ ., C y019 k, �\GENSE i W W= III A. LYNN I yLLER P.E. P.E.#58705 (90° OUTSIDE CORNER, 2-TRACK SHOWN) I sMQ I o"Ino I B I P&t m" a4m wMMEMs I NOMMI$ n 34275 P.O. BOX 1628 NOKOMIS. FL.W74 11 7 5 DETAII 'KK' (90- INSIDE CORNER, 2 TRACK SHOWN) SERIES 670 ALUM. SGD - NON -IMPACT sone7o NTS 22 -26 o— Pr,7M01 rnonucr �vusu fy1rNM tiM mum U k �rc e c : * : : LLI Luz PS �Q;r '�'QFSSIoNP�``� '11,'' A. LYN14 NN MV ILLER,.P.E. P.E.# 6B706 ITEM PGT Dwq. S PGT.9 Deecdplion 1 17306 617306 2-TRACK HEAD 2 17303 617303 2-7RACK HEAD WITH SCREEN RAIL 3 173D9 617309 37TRACK HEAD 4 17312 617312 4-TRACK HEAD 5 17314 617314 FRAME E SCREW COVER 6 17317 617317 FRAME HgADIAMB ADD -ON 1 17304 617 2- K$LL 8 17301 SI 01 2-TRACK SILL WQH SCREEN RAIL 9 17307 0173U7 3-TRACK SILL 10 17310 617310 4-TRACK SILL 11 17313 617313 FRAME AILL TRACK INSERT 12 17315 817316 FRAME SILL SCREEN ADD-CN 13 17316 617316 FRAME SILL SCREEN END ADD -ON 14 17305 617305-2-TRACK,NMB 15 . 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3-TRACK JA B 17, 1 17311 017311 4T1ACK- MB 16 1 17322 617322 SILL RISER-0 19 11319 617319 SILL RISER-0 HOLLOW 20 17321 617321 - SILL RIB - LOW PLAT '27 11318 SIM SILL RISER-L HOLL 22 ' 17355 1 356 SILL R- ED vOW 23 17354 0 1 M4 SILL AIS9- Qb HOLLOW 24 17320 61 324 ' SILL RISE-HIGHHOLLOW 25 1 323 817323 SILL RLSE -HIGH FLAT 26 1333 BMW POCItE P+IOOK 27 1010 0 0 0 NE N BULB STP FOR P4400K 26 17334 617334 POCKET DOOR •HOOK MOUNT 29 1 17335 1 617335 jP4iOOKC0VER 30 1 17348 1 81734E .POCK ET DOOR P4400K FOR BOX RISER 40 4319 1 612258 SCREEN SIDE RAIL - LOCK TIL 41 1 7L KWGSK SCREEN L SET 42 A1818 SCREE KEEPER SPACER SET A3 6152 68162 SCREEN- L K A PIE 7 44 4428 64128 SCREEN DOUBLE NTERL K 45 431 6122$6 SCREEN RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 78RAZ RANDA D ROLLER 4 668 7SW STANDARD ROLLER - ST. STL. 49 4344 84344 SCREEN ASTRAGAL 50 17349 61734 OXD SCREEN ASTRAGAL AOA TER 51 692 61692 SCREEN SPLINE-.165 52 1691 61694 SCREEN -.156 53 61816C20 SCREEN CLOTH 54 1725 I!2" x 4' x 1/161 SITING BLOCK 55 1728 1" X4' X 1/16" SATING BLOC ITEM PGT Dxg. S PGT. K DescliptIon 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 82 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB W TP. - THIN (INSIDE INTERLOCK) 64 ' 1729 71729 SILL END WEA7HERSIRIF PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASW?AGAL 68' 11339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TO B07TOM RAIL '6 70 17360 1173M WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 169 71695 1112" X I" X 314" HIGH'FIN SEAL DUST PLUGS 72 8753 7B153X TANDEM ST. SIL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW $99 OR995 75 6165 70166X GEMINI MORTICE LOCK W/LONG TRM PLATE (3•PLY) 76 11032XIFPFX 01032 X V FL SS SCREW W/ IYPE °F" TIP 77 7103239 lm STEE - 2TN0 U-NUT 78 17358 61735E 3/16/114 OGEE BEAD HORIZONTAL 79 17357 617357 1" ICi BEAD HOR AL B2 1224 81P247K viNYL ULB TH RSTR iGTAPE 1/2dX1116' SINGLE SIDE ADHIESiFE TAPE FOR IG BEAD 100 8052 48052 ROL.LM ADJ. HOLE PLUG 101 2087 JAMB BUMPS 102 1896 71696 DUSTPLUG 16T BIBS 78186X 1" KEEPER 1 6T 6-53 76DKEEP S NL K KEEPER 105 17344 617344 FIXED PANEL CLIP - W LONG 106 1735 517352 EXTERIOR FIXED PANEL RETAINER 107 17 0 71739 NOLE Kit--MM RAISED WITH THUMB TURN 108 1740 71740 HAN rr- RAISED RIOR HANDLE 109 1731 781628N HANDLE IT- RECESSED LWERIORWRH TWINE TURN 110 1732 78178 HANDLE KIT - RECESSED EXTERIORPULL III 71WWPPSN5X SIOX34- PH. PN. VR -B.S. 112 1235 87S16 WSTP, .270 X.17 - FINS L 113 1712 64088 - A@7 X.230 FINE L 114 7IDXII5PPX stOX11/Y 115. 710)(PPT 010)(1" 116 720XIX OW90XI"St tTL. 117 7 112X t14.20 X 1.51 St STL. 118 17336 617336 CORNER RECEIVER 119 17337 617337 OUTSIDE CORNER ASTRAGAL 120 17338 6117338 INSIDE CORNER ASTRAOAL r140Tlucr RBvl" "t.FrylgwhY (W llNr Yidhft Cads A—N. /— OI •/7 FAPIntMft 94" ;—,c; Mul O/Ae owmad 200 GIA$S 3118 TEMPERED 208 GLASS IG 3/169/16 FULLY TEMPERED MIL(FR 201 GLASS 1/4 TEMPERED 209 GLASS 110 114-1H FULLY TEMPERED `�.�� �.�NN OC�y'G�NSE •'•. i( i NOTE: ALL ALUMINUM = 6063-T6- =it: GMT ZW. = J.J.�1/11 D NOCHMIGETHISSHEET to7aTECHNOLoovaRrvE 0 PARTS UST "O� '.•• S�PSCO (� �o �c 0.V1d10 PERMMMIDADECOMMENTS NOKOMIS, FL 34276 P.O. BOX is" NOXOMIS, h7. J427/ ® � Q�'•.,••FLOG.•'. '/�FSIJS�IO 0, A. LYNN MILtiER, P.E. - SERIES 670 ALUM. SGD - NON -IMPACT aMc 0"lno I"a PERMUMIDADECOMMEIM a,..ney D,r• aex a.i.,wae ear e.+ wMa rrw: 8M O&QW9 RJA SOD070 NTS 23 d 25 PG7= 0 P.E.0 58705 1.303" r 0 080" i 0.718" 1.050" jjj���""" 0.83" -+{ 1.050° 1.003" j j 0.062° -L.._... ��.._ = I LLL--ELL �- 1.I 0.325" jl 0.050" I{-� 0.779" 0.752" 0.289" 0.709" 1.182" 0.062" � 0.062' � rC�lll PO.7167' o 0 284" 0.080" 0.050" 0.050" L 00.5501, 1.739" INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (SINGLE) SILL TRACK GLAZING BEAD (I.G.) FIXED PANEL CLIP FIXED PANEL RETAINER INTERLOCK (66) MATL:6063-TB (5) MATL:6063-TB (78) MAT'L:6063-T6 01)'NIAT'L:6063-T6 (79) MATL: 6063-T6 62 (105)MATL: 6063-T8 (106) MAT'L; 60637T6 ( )MATE• 6063 T6 3.802" �{ •- -1 L 0.752" I� 1.163" ^JJ 0.885" 0.233" 0.062" P-HOOK SCREW COVER 0.080-1 (29) MATE• 6063-T6 3.802" 0.574" J --s P-HOOK (26) MAT'L: 6063-T6 0.750" 0.062" 0.062" 4.055° P-HOOK FOR BOX RISER (30) MAT'L: 6063 T6 4.125" 0.062" 1.30 1�---- 3.25" 4 STANDARD ASTRAGAL (67) MAT'L: 6063-T6 4 0.062" " I 1.6" Fes-- - 3.125" STANDARD STILE TOP/BOTTOM BOTTOM RAIL (60) MATL: 6063-T6 1.645" HEAVY DUTY ASTRAGAL (68) MAT'L: 6063-T6 4" 0.133" 1.6" Fes-- 3.125" -� I 1.645" 2.304" -- -1 r 0.7E 0,062" r� OPTIONAL -� P-HOOK MOUNTING ADAPTOR (69) MAT'L'. 6063-T6 1.872" 0.232HEAVY DUTY STILE " (81) MAT'L: 6063-T8 0.750" 0.06z'-ul 1.019" 1.467" SCREEN STILEI 0.232" (40)MATL:6063-T6 0.062"1-1 ---r-IF 0.062" 3.305" uu j 0.750" FLUSH FLAT SILL RISER 0.232" (18) MAT'L:6063-T6 0.232'I I 3.955" 2.555" 0.062" -1 3.205" HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER (24) MAT'L: 6063 T6 (23) MAT'L: 6063-T6 (21) MAT'L: 6063-T6 I %W I MM10 I C I PERAGWIDADECOMMEM3 I 0.062" ►aH-- 2.455 0.062° 1►� 0.062" - FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (19) MAT'L: 6063 T6 (20) MAIL: 6063-T6 (22) MAT'L: 6063-T6 (25) MAT'L: 6063-T6 N07COMIS, P.0 BQX 1b1D FL Sl27, SGD670 I NTS 1 24 d 25 1 PGT0001 (28) MAT'L: 6063-T6 rvbauCT wM r 'bl roC wameoa. AaRbKS M MYd o�6e 0, �`IS)N MI((FR'�,�� 581p5 of A. LYNN MILLER, P.E. P.E.058705 _ 5.069" 1.211" 0.081" 2-TRACK HEAD (1) MATL:6063-T6 6.198" --ry "FFT 1.2i11" __! 0.081" 2-TRACK HEAD W/ SCREEN TRACK 8.562" 1.505" J 0.080" 4-TRACK SILL (10) MATL: 6063-TS 6.526" 1.505" 0.080" 3-"RACK SILL (9) MATrL 66063-T6 6.221" 7.105" 21 1.505" 0.080"+A� 2-TRACK SILL W/ SCREEN TRACK 0.081" (8 MAT'L. 065: 3-TRACK HEAD (3) MATL: 6063-T6 1.36. Imo= 0.875" -LS I 1.9j93] 0.081" 0.062" 0.081" SCREEN BTM. RAIL (46) MAT'L: 6063•Tg 5.069'. 6.198" 1.045" 1.9�V- 0.062" REENSCTOP RAIL 2 TRACK JAMB (45) MAT'L: 6063-T6 (14) MATL: 6063-T6 2 TRACK JAMB W/ SCREEN TRACK -� 1.36" r- 0 5) MATL: 6063-T6 9.142" 4.49" 1.505" TT1.211" _� 0.080" (7) MAT I !�LC 063-TB 4-TRACK HEAD 0.081" (4) MAT'L: 6063-T6 5.621" 1.6" 1�.6" 1J., INSIDE CORNER ASTRAGAL (120) MATL:6063-T6 OUTSIDE CORNER ASTRAGAL (119) MATL: 6063 T6 P.O. BQX 161E NgYOM/S, F7, g1171 1.03" 2.893" J0X80" 3-TRACK JAMB 2.826" (16) MAT'L: 6063-T6 CORNER RECEIVER (118) MATL: 6063 T6 EXTRUSIONS SERIES 670 ALUM. SGD - NON-IMPAC7 `-- S NTS 1 25 d 25 PGT0001 5" 4-TRACK JAMB (17) MAT'L: 6063-T6 r(yJBUGT WCV{�:P nwrsb�"� r.11rlr wMthi Code . , iw le MI.... `� �C�..•' -LASE • .k i No.5610� J �� w _ I w� to �-0 :' 2; gIN FLO�`�p A. LYNN MILLER, P.E. P.E.# 58705 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE CO FILE # 3709953 OR BC'u '-A395 PAGE 1593, Recorded 06/04/2012 09:47 AM Gu1�s mw � Carp. 3001 SE Gran Pak Wily Stuart FL 34997 PF.AMIT NUMREO 7)re undersi;ned hereby Siva notice that improvement will be mde loctmaln ral property, and in ace&dance with Chapter 71J, Florida Smums, the following information is provided In this Notice arcom-ne m.n. y.' qZ 3 iO j - O OUS ' O OU - I. orsc'Rtmo or PnOFERTY (Legal &Rriptien orthe gaprny tR man sddrtns, Ifanilable) TAX FOLIO NO.; SOawvrwnn (E-k) [ at.00X_ _TxAcr wr RLUG-_ uNLT_ �p.AA/ R-i,p SC i'��y.F' (�I T)[RCA' C7 -t05 /T•o '�'.�E ✓C IIgS'( Ler ji 1. GENLRALDUCRIrTION OF IMPROVEMENT: 1. OWNER IN►ORalAT10N OR LjSSE[INFORMATION IF TI IE LESSEE CONTRACTED FOR TIIE IMPROVpiPM� ,L �� A'N � a wmram.aaau �� Mbrp TY„rti� CY TO _ t�(o �' �.a.1Cm.±c raMc - p6�lt,gW'r k MrrN:I. pelNnY: __ P+ I � Namr.md weao arrr atop. WraaMNur&r aRre oAbr damo) 141A a. a. CONTRAETDit•S NAME: —Gera l�'siYe,,... -- rs..,u.tadsen3_ y,-_�_ GL b1%. w.o„-7'T2_287. by Ito 1. bURCT1'bp --�-���H197 mtloNr.. mp, ore: wrarN bone n.M.AN): . Mrne and ore! b Phya N.nM d. a. LERDER'S NAME: 0 A-v—rbe A - b 7. Palms within the State of Florida designed by Ormer upon whom mitts a fiber Ibcumenu may be saved as provided by Smim 713.13 (1) (a) 7., Florida Sumla: .Nrnrannwdon NU _ - ` b rbeer nvmyNr or&Rsraaa pawn __ NSA {. a. In addition to himself& herself, 0"udesignma _. U I A , of - to receive a copy .(,he Liena's Notice as provided in Sectip1 713.13 (1) (b), Florida Stataa b rnonrmmbuefpR--,,&JtnwyO.,._._ 9. Expiration date ofnaice ofcommenc n.,(Ihe espiration dale)-Y not be before the compiedm ofcansotrttion and final +- payment to the contractor, but will be 1 Year Ban the date ofreoording mint a diRerrnt don is specified): so )YARNDIG TOOWNf0.: AN— YMVA/ierTSMADC RYTNF rat �n:e AGTee Ts. �.OFTM aOF lL+ c' dfSE COIrCIDg?FD UIPROPE_ 0.pAYjspllS-LrND�R CIiAPTFR ll3 PA.;. crCn�.. TtT tT nnotn. cT.t. r.ea . BFSIILTM VOL0.►AVOJ.�TWCE FOR NPROVFA'FlrtR TOV RFROPF0.TV A •^^L90P COArMFI`cr_ ,r'r Rc RFrOR_nED Aup ppe7}Ta ON TIg IOR CrrF RCM&a Ts.e FIR3r' 0. PECrE ff V I a Tp DATAI/. pTlF bl 1t'IIHYQWLJJ:NpER OR AN A7T0 u Y R FO a COA.b.p].. s yrs_r nQ RcrO„npb YOisR N'sTh'E OF Cvs= `^ A1F,! y Under peruisy afperjury, I dedarc But 1 have read Iha f&egWna notice ofcanma:temenland Ihat the ficu ruled Ihae)n are we fo the bat bf my Imawltd{e and belief, I (5lpnurr oTOwnar & l.dssee, or Ovr..r's or l.eneel Amtboriaed Otrcer/Diroelor/Pariner/Mmger) (PrI Name and P-"de Sl{natory's 7illot)frlce) State of 1 ran !L.-.__ courayor S8-L,ka � The t egoisg Instrument was acknowledged before n-his Z S(j � day of_ � ZD 1 s./ ^ hr,otw� (name ofperson) .-_ •• (TPaofmthorit t fa Y....e.{. officer, uuslee, atl&ney in fact) (n"me cr peny m behdf of whom ins:rumml ws aveemed) PeraonallY known-n. PraaunJldentiGWim_ Typaofldmrmaolim Produced rat, ro�li}rt;• .p.<>ayt NENNEMR.IONO MY COMMISSION # DD 803187 EXPIRES: November3.2012 B.Wd Tlmr Wary Pubbc Underxntars / (9paw, Of Prbllt) (Prim, Type, a Stamp Cammiuimtd Name o Notary Public) STATE Of FLORIDA ST. LUCIE COUNTY THIS IS TOCERTIFYTHATTHIS ISA TRUE AND CORRECT COPY OFTHE ORIGINAL. y By=JOSEP . SMITACL D ,uu Perk Date: 4— �l- '�b I a' Property Appraiser - St.Lucie r-unty, FL Page 1 of 1 I SG Hambros Trust Company (TR) Record: 1 of 1 Property Identification Site Address: 1206 NW Winters Creek Rd Sec/Town/Range: 23 :37S :40E Map ID: 44/26N Zoning: PUD Ownership and Mailing Owner: Address: St Peter Port Sales Information Date Price 1 /5/2007 1750000 12/4/2006 100 4/30/1993 1000000 PROPERTY RECORD CARD <ePrev Next» Spec.Assmnt SG Hambros Trust Company (TR) PO Box 86 St Julian's Ave Taxes Exemptions Permits Home Print C ParcellD: 4423-701-0008-000-9� �G,G' Account #: 131603 Land Use: City/Cnty: ONW4 Legal Description HARBOUR RIDGE PLAT 17 TRACT G-10SAND PINE VILLAGE LOT 4 (OR 2738-2581) Assessment 2011 Final Total Land and Building Code Deed Book/Page 2011 Final: 968100 Land Value: 500000 Acres: 0.02 00 WD 2738 / 2581 Assessed: 968100 Building Value: 468100 01 QC 2719 / 2547 Ag.Credit: 0 Finished Area: 4218 SgFt 00 WD 0839 / 0199 Exempt: Taxable: Taxes: 19696.69 BUILDING INFORMATION i i a Exterior Features 1000 View: - Golf RoofCover: TC - Clay Tile Corse -F ExtType: HS - HS YearBlt: 1991 Grade: S - S EffYrBlt: 1991 StoryHght: 0020 - 2 Story No.Units: 1 Interior Features BedRooms: 4 Electric: MX - MAXIMUM FullBath: 4 HeatType: FHA - FrcdHotAir 1/213ath: 1 HeatFuel: ELEC - Electric %A/C: 100 %Heated: 100 Special Features and Yard Items Land Information Type Y/S Qty. Units Qua]. Cond. YrBlt. No. Land Use SWAV - RES POOL AVG Y 1 450 AV AV 1991 1 0100-SF Res PA01 - POOL DK-AVG Y 1 1271 AV AV 1991 ENC2 - POOL ENC-AVG Y 1 1770 AV AV 1991 DWBP - Drive-BrkPav Y 1 805 AV AV 1991 PHTR - POOL HEATER Y 1 1 AV AV 1991 SPA - SPA -HOT TUB Y 1 49 AV AV 1991 RoofStruct: HP - Hip Frame: - PrimeWall: BS - CB Stucco SecWall: - PrmintWall: DW - Drywall AvgHt/FI: Prm.Flors: CT - Tile -Ceramic %Sprinkled: 0 Type Measure Depth GFI -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/pre.asp?prclid=442370100080009 5/26/2012