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HomeMy WebLinkAboutPRODUCT APPROVALSBCIS Home ; Log In j User Registration Hot Topics ; Submit Surcharge 1 Stats & Facts Publications FBC Staff BCIS Site Map Links Search i i0f ^ di s If, Product Approval USER: Public User ta�srn*;;s:a„sc:: Product Approval Meru > Product or Application Search > Application List > Application Detail FL #17, Application Type Revision Code Version Application Status Approved # Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Elite -Aluminum�Corporat on 50 L-yons4.eehhologyrParkway Coconut Creek, FL 33073 (954) 949-3200 dk@dokimengineering.net Do Kim dk@dokimengineering.net Dan Cooke 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954) 491-3700 elitealum@aol.com Category Roofing Subcategory rodues� Ptntcoduced as-afResult of_(V�w TecFinw ofogy Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer d Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P.E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 11/30/2020 Validated By James L. Buckner, P.E. @ CBUCK, Inc. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL-1561 R3 COI Cert of Independence ndf Sections from the Code 1709.2 r Product Approval Method I Method 2 Option B Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Date Revised 08/15/2017 Summary of Products i FL # Model, Number or Name Description 7561.1 a� A urninum/Aluminum Ce om g51 3"/4"/6"x0.024"x1lb EPS Composite Panel, - Panels- 3"/4"/6"x0.032x11b EPS Composite Panel, 3"/4"/6"x0.024"x2lb EPS Composite Panel, 3"/4"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVH : Yes FL7561 R3 II Elite FL7561-R3 2014 FBC Installation D4va.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: In HVHZ, not to be sed in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection FL7561 R3 AE Elite Alum FL7561-R3 2014 FBC is provided. See installation drawing for nominal allowable Evaluation.Ddf design pressures and spans Created by Independent Third Party: Yes The State of Florida is an A Under Florida law, email addr electronic mail to this entity. Ir Section 455.275(1), Florida Stat they have one. The emalls pro% supply a personal address, please Baclr Nett Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 ) employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statemen are public records. If you do not want your e-mail address released in response to a public -records request, do not send 1, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if may be used for official communication with the licensee. However email addresses are public record. If you do not wish to de the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click hgM. Product Approval Accepts: wnC ^Ilosl ECF4_.. 0 Credit Card Safe ELITE PANEL SPAN TABLES: NET I MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)1 L/I 80 IL/120 I L/l80 I L/240 4' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 19.00 1 19.00 17.17 16.53 20 15.01 I5.OI moo 13.93 30 I250 12.50 12.50 I I38 40 10.97 10.97 10.97 B.BO 90 9.92 9.92 -)A4 6.2E 60 9.13 9.13 7.51 3.64 70 8.52 8.52 5.50 LO] BO 0.02 8.0E 1 3.64 6' x 0.024 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET .ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.00 2124 21.47 20.85 20 19.06 IBA6 18106 10,06 30 1513 15.13 15.15 15.17 40 13.34 13.34 13.34 13.34 50 1210 IF I0 IP-10 10.91 60 1.17 11.17 11.17 8.43 70 IOA4 10.44 10.30 5.95 80 9.89 9.89 6.43 3.47 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 17.50 I 17.90 16.91 19.96 EO 16.64 15.96 14.06 12.16 30 15.17 14.06 11.21 8.36 00 13.69 12.16 6.36 4.96 50 12.22 10.26 S.SI 0.76 60 10.75 8.36 a66 ]0 9.27 6,46 - - 80 7.80 4.56 4' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 20.50 20.50 20.11 19.24 20 19.61 19.24 17.49 13.74 30 18.17 17.49 14.87 1224 40 16.7E 15.74 12.24 8.74 50 19.25 13.99 9.62 5.25 60 13.84 12.24 7.00 1.75 70 LEAD 10.49 4.38 - e0 t0.95 8.74 1.79 6' x 0.032 x 1 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to 24.00 24.00 24.00 23.42 20 23.34 23.21 21.8E 20.22 30 22.10 21.63 19A2 17.02 40 20.86 20.05 17.02 13.82 50 19.62 18.47 14.62 10.62 60 18.38 16.89 12.22 7.42 70 17.14 15.30 9.8E 4i 22 80 19.91 13.7E 7.4E L02 3' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN (FT) ALLOWABLE LOAD (PSF)t 1 L/80 I L/120 I L/180 L/240 4' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD <PSF)1 MAX, ALLOWABLE SPAN (FT) 080 L/120 L/180 L/240 10 21.97 21.97 EL52 20.97 20 20.77 20.77 19.e6 18.76 30 1957 1957 I821 f6.55 40 18.36 10.36 16.55 l4.34 50 1736 17.16 14.99 12.13 60 15.96 15.96 1324 9.93 70 14.75 14.75 11.58 7.7E 80 13.55 13.99 9.93 9.91 6' x 0.024 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 23.93 23.93 2328 23.60 20 ea2o 23.20 23.03 EF-46 30 22.47 22A7 22.18 40 21.75 21.75 21.33 50 2L02 2142 20.49 60 2029 2029 19b4 N1794 70 1957 19.57 19.79 60 IB.84 18.84 17.94 GENERALNOTES I. Composite panels shall be constructed using type 3003-11154 alutnimun facings, I or 2 PCF AS'Il4 C-578 carpenter brand El'S adhere to alunlinnnt facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Mile panel products only in accordance with approved fabrication methods. 2. Mile rool'panels maintain a UL 1715 (hit) class `B' (eXt) rating and are NEII-501 approved. 3. this specification has been designed and shall be lubricated in accordance with the requirements ofthe Florida Building Code 51, Edition (17E1C), composite panels comply with Chapter 7 Section 720. Chapter 8 Section 803, Class A interior finish, and Chnpler 26 Section 2603. All local building code amendments shall be adhered to as required. 4. 1 he designer Shall determine by accepted engineering practice the allowable loads for site specific load conditions (including ills tables and arts in this approval. load combinations) using the data from the allowableto sp S. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ.. In HVHZ. this product shall be used in structures " not to be considered living areas" per Section I616 unless impact resistance in accordance to the HVFfh requirements are met. 6. Safety factor of 2.0 has been use to develop allownble loads and spans from testing fit accordance to the Guidelines for Aluminum Structures Pall I and conforms to the FBC Chapter 16 and 20. 7. 'Testing has been conducted in accordance to ASTM E72-05: Stength'resl ofpanels for Building Construction. S. Reference test reports: I IETI-05-1988, I IE'I7-06.21 O4. I Ili 11-06-2066.1ILI1-06-2105,11131-1-06-2067.111 1-1.05-1002, I IL"I'1- 06-2107, IIETl-05-1987. FIETI-06-2069, IIETI-06-2070, IIETI-06-2071. FIETI-05-1994, IIETI-05-1991. IIETI-06.2072, Hlil'1-06-2073, IIETI-06-2074, HE:F'I-05-1996, I mrl-(19-1989.11ET1.05-1993, 1i1>TI-05-1985, llfi fF05-1995, HB1'1-05- 1990, Il -171-05-1997. Hf. TI-05-2037,1Iffi-I-05-2029, Fif 11-05-2039, IIET1-05-2030, I1EiTl-05-204I. HITL1-05-2048, E 05-2036. IIETl-05-2031, II1 11-05-2038, IIGT1-05 2065, IIL'I'1-05-2040,111:11-05-2042. 9. Linear interpolation shall be allowed for figures within the tables shown. 10. Panels with fir beams shall be considered equivalent to similar panels without Ian beams. Design professionals may include 3' x 0,030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to 20.11 20.03 19.42 18.81 20 19.0E 18.81 17.58 16.35 30 17.93 17.58 15.73 13.69 40 I G. B 3 16.39 13.69 I L 4 3 50 15.74 15.12 I2.05 e.97 60 14.64 13.09 10.21 6.52 70 I3.55 12.66 8.36 4.06 80 12.46 IL43 6.5E I160 4' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)1 MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 10 24.17 24.17 24.17 24.17 EO 23.64 23.64 23.41 23.11 30 22.57 22.57 21.90 21.01 40 2L51 Elms! 20.39 18.91 50 20.45 20A5 18.88 I6.B0 60 19.39 19.39 17.37 14.70 ]0 10.33 le.33 15.86 12.59 60 I7.26 17.26 14.33 10.49 6' x 0.030 x 2 - LB EPS PANELS (ALLOWABLE CLEAR SPAN CHARTS) NET ALLOWABLE LOAD (PSF)I MAX. ALLOWABLE SPAN (FT) L/80 L/120 L/180 L/240 to 24.00 24.00 24.00 23.64 20 23.65 23.65 23.34 22.114 30 22.94 22.94 22.59 21.85 40 22.23 22.23 21.85 20.85 50 21.53 21.53 2L10 I9.86 60 20.82 20.92 20.36 18.87 70 20.11 20.11 19.61 17.07 eo 19.40 19.40 IB.07 16.86 SEAL JOINT WITH CONTINUOUS CAULKING U U U ( 0000 000000 O O O 010 O O O O O C BOTTOM FACINGS INTERLOCKING CROSS SFCTInN MAX SLOPE 4' WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) V00-0-0-0-0- 4a. EPS CORE ILB OR 2LB 'O�O�O�O DO KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO BOX 10039 Tampa, FL 33679 Tel: (813) 857-9955 &21 ISSUED FOR PRODUCT Q N00 APPROVAL ] ISSUED FOR 2007 0 zbb PRODUCT-11(7-;' - © bM ISSUEDFOR701a•' rRODUCTAPPR4- SSUEUFUR-'C -'i 0 Any E0IM PRODuCT APPROVAL J Q to 0 -1 W N d 3 nQ Y Q m too I_oU LL (o (A � 0 �rn-j ado U oY 0 a U1w c 00i W 2O IT (3 pM3 c VEIL aoo Q rJ OO 0J(q ILtU 1 0 fO IL Of W 0 J LL CHECKED BY: DYK I SCALE: AS SHOW,' OAT T719112 OPTIONAL GUTTER 0 GRIP CAP O 1 eFy ' Q �CENSF� N0.4 B.V EON A: FLA. R . N A Fr, IRK Bib ALUMINUM BOTTOM I 00 FACINGS OOC •� CLEAR SPAN (U INSIDE TO INSIDE OO O.H. 00 0 ENGINEER OF RECORD TO PROVIDE 00 36' MAX IN FRONT S. 25% FOR R❑❑F CONNECTIONS 6 ADD THICKNESS OF oo OF PANEL WIDTH 8 SIDES SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL O C T141S OR ANY OTHER ENGINEER PANEL SPAW 00 (12' MAX AT SIDES) EPS ROOF PANEL/ SPAN DESCRIPTION STATUDPPa, 1. Drawing No. - FLA 001 SHEET 1 OF i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications j FBC Staff BCIS Site Map Links Search CS db <r „' . Product Approval tr, USER: Public User N :j Ifl n, , Ij'46,'r} Product Approval Meru > Product or Application Search > Application List > Application Detail `tj 'i,� c; fj T, l Ix 1�' �•\;� . FL # F 31 R Application Type Revision Code Version NSM�" Application Status Approved *Approved by DBPR. Approvals by DBPR 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By T 1r,}"d_ustcies 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 josowski@pgtindustries.com EXterior'Doors Sw ngin ExDoor Assemtilies?F-�r- Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE 2- Validation Checklist - Hardcopy Received Standard AAMA 450 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E-1886 ASTM E-1996 ASTM E-1996 Product Approval Method Method 1 Option A Year 2010 2008 2005 2009 2012 Date Submitted 06/08/2017 Date Validated 06/09/2017 Date Pending FBC Approval Date Approved 06/14/2017 Date Revised 11/07/2017 Summary of Products I FL # Mpdel, Number or Name Description 331.1_ C C2 -*on Aluminum Hinged Door Limits of Use Certification Agency Certificate Approved for use in HV Z: No FL331 R12 C CAC FD-290 Certification.odf Approved for use outsi a HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/21/2018 Design Pressure: N/A Installation Instructions Other: Please see the Ins allation Instructions for design FL331 R12 11 i-D-290,Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R12 AE FD-290 Evaluation.odf Created by Independent Third Party: No 331.2 FD-5455 Vinyl French Door & Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVZ: No FL331 R12 C CAC Certification FD 5455.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/21/2020 Design Pressure: N/A Installation Instructions Other: Please see the In tallation Instructions for design FL331 R12 I1 FD-455.Ddf pressure, size and anchor ge information. Also known as the Verified By: A. Lynn Miller, P.E. 58705 455 Series. Created by Independent Third Party: No Evaluation Reports FL331 R12 AE FD-455 Evaluation.Ddf Created by Independent Third Party: No 331.3 Fp-5555 Vinyl French Door & Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Approved for use outside No HVHZ: Yes FL331 R12 C CAC Certification FD 5555.Ddf Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/21/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R12 II FD-555.odf pressure, size and anchor ge information. Also known as the Verified By: A. Lynn Miller, P.E. 58705 555 Series. Created by Independent Third Party: No Evaluation Reports FL331 R12 AE FD-555 Evaluatien.Ddf Created by Independent Third Party: No Bacis Nert Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an A EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to apublic-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails pro v ded may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe GENERAL NOTES: OR TO 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN I PRESSURES LISTED. 13-1/1f 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1/2" THICK. 1X MAX. WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR IT GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE 27-1/2" BY OTHERS. MAX 3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO) I` —1---- ANCH 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 THE FLORIDA BUILDING CODE. 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. 8) THE 113 STRESS INCREASE WAS NOT USED IN THIS NOTE A: ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE REQUIRED 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3" OF THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF THE HANDLE AND/OR DEADBOLT. TABLE 1: Anchor Type Substrate Min. Edge Gist. Min. Embedment Wood (Southern Pine) 9116" 13/8" 72:St LSMS _ Steel Slud Gr33 LAIum'inum-0063• 318" 318" .045 (18 GA) 118" steel, A36'----I 3(8" 1/81 1/4" Masonry Anchor Concrete HollowCMU 2-1/2' 14/4" Nuie:.NN.EMcinsovoc, RZ "ten".. �",o��m�.. �........,�.,••.... •••�.�....., BEYOND INSIDE FACE OF MA7ERIN... TAW F !)- -- ;�— ANCHOR LOCATIONS 8 SPACING —III- 36 BUCKVMAX (Z BAR) 72" BU K MAX. (Z BAR) II II ram- 13-1116" SH OR PW 80-1Ill 6'" INSERT 20" MAX. OVERALL MAX. SEE 80" BUCK / NOTE MAX fa A (Z-BAR) 21" MAX. 3-15116" I 1IAV f-- MAX. MAX. T SH OR PW INSERT 23-5/8" M J__ ! / 37-3/8" OVERALL MAX. 36" BUCK MAX. (Z-BAR) 96-11116" � OVERALL 3-3/4" MAX. MAX. - -L 12-1/4" MAX. SEE NOTE 96" BUCK MAX (Z BAR) 1" MAX. ,I„ -_J- �14- MAAX.X.I MAX. 8'-0_HI SINGLE (X) t As -Tested Configurations Max. Nom. Size (in) Configuration Direction Direction Frame Type Sill Type DP (PSF) Certification Number Glass +'3366x80'NE �Iigls-(X)� `.saM b� tTiomi mpw)m ?+-m6o Raolwgigi 36x96 Single V) OId-swing Z-bar/Box Medium (bumper) +1-35 190-792 Min. 1/6" Temp.. 72x96 Double ()OQ 1 Out -swing Z-bar/Box Medium (bumper) +/- 35 38x98 Single (X) Outlln-swing Z-bar/Boz Low (saddle) +/- 35' 793,794 Mono. or I.G. 72x96 Double (XIQ OuUln-swing Z-bar/Box Low (saddle) +/- 35• -Limited Water (Water Infiltration Tested at 0 psl). +ilttlttt'�'. t I SH OR PW SH OR PW 80-11/16" 27-1/2" INSERT INSERT OVERALL MAX. MAX. 0 80" BUCK -�— — - Q � � MAX (Z-BAR) - MAX. _ 1 _I �l 3M5AX. MAX. MAX. 6'-8" HI DOUBLE (XX) 73-3/8" OVERALL MAX. 72" BUCK MAX. (Z-BAR) 13-1l16" j MAX. _ SH OR PW SH OR PW 96-11/16" INSERT INSERT OVERALL MAX. - 96MX K A 23-5/8" (Z-BAR) 13 -5/8' — 1 MAX. - 1 MAX. f MAX.-� I MAX6• 8'-0" HI DOUBLE XX J. ROSOWSKI I 091301111 ALUMINUM 6063-T6 .1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275' FLCERT.OFAUTH.:29296 CABANA DOOR INSTALLATION A. Lynn Miller, P.E. 8.e.tbm """"s o�9s P.E. #58705 CD-290 NTS 1 0 1 3 109301IIJR INSTALLATION WITH BOX FRAME_ I EDGE DISTANCE EDGE I DISTANCE SUB�TR/5fE EMBEDMENT / /% f EMBEDMENT • / j // / \ \� l __ —L_ O WOOD SHIM SHIM OPTIONAL OPTIONAL OUT -SWING IN -SWING SHOWN I l�A`r��_fti SHOWN jr- a a EXTERIOR EXTERIOR OPTIONAL FIXED LIGHT INSERT SHOWN BOX FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL FIXED LIGHT INSERT SHOWN EKX �OR OPTIONAL SADDLE L__J�j THRESHOLD SHOWN r fit INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4'. 4) FOR HARDt�i HARDWARE -DETAILS -.SEE — SHEET 3. OPTIONAL - - -" FIXED LIGHT INSERT SHOWN BOXFRAME. C HEAD INSTALLATION SIP (USING 1X WOODBUCK) OPTION/ KICKPLA' INSERT SHOW], EXTER OPTION/ 1-7/16" BUMPEI THRESHO SHOW], IT] EXTERI OPTIONAL BUMPEF THRESHO SHOWP BAR FRAME, SILL INSTALLATIONS OPTIONAL SUBSTRATE OUT -SWING EXTERIOR SHIM JAMB INSTALLATION NFL (DIRECTLY TO SUBSTRATE) OPTIONAL SINGLE HUNG INSERT 1X vru�Iwv- JAMB INSTALLATION r.Aw L wn EXTERIOR WOOD IN -SWING INSERT SHOWN (USING I WOODBUCK) SHOWN OPTIONAL 1 '`.!. ADJUSTABLE ,;•l!i��_ —v BUG SWEEP (SADDLE - THRESHOLD {' '•'°� ty sans ONLY) _ \\1 iil '6 oe.ner r>� ww,r nerraaw/r.Kmuvaeauoanev® J. ROSOWSKI 09/30/11 ALUMINUM 6063-TB er• opc �vmrna9rmrvrrno.wnana-rms jur 7 oonHen�lreeca®mlranoolrcmN NA'lQiY MRI Ipff M E#1@S�D MRnB! fsrorecwrna ® 1070 TECHNOLOGY DRIVE Dneq NOKOMIS• FL 34275 FL CERT. OF AUTH.: 29290 CABANA DOOR INSTALLATION A. Lynn Miller. P.E. a ieaw.&* emir �^"°� °"�'°M' P.E. 958705 CD-29D ITS 2 of 3 1093011JR INSTALLATION WITH Z-BAR FRAME EDGE DISTANCE EMBEDMENT i _ OPTIONAL OUT -SWING SHOWN <AP EXTERIOR OPTIONAL —' FIXED LIGHT INSERT SHOWN Z-BAR FRAME,. HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL FIXED LIGHT INSERT SHOWN .\ram EXTERIOR OPTIONAL SADDLE THRESHOLD SHOWN EDGE _ DISTANCE EMBEDMENT i SHIM I OPTIONAL IN -SWING Q SHOWN `J EXTERIOR 1X WOOD SHIM TAnt F 7. mAI]r1WARF 1AI I FRAIJIF TYPFSI Part N Deacri lion _--- 7CDSP Lock SMke Plate 6FLATM Sldker Backing Plate 7CDSPDB Deadboh Strike Plate 78518)8 #a 2 a .375 Ph. Pl. B.S. 4u8LOK Lock SapMd A-y. 7634FW N k .750 Ph. Fl. SMS 7CDSP Lock Sldke Plate (Acfw Slab) BFLAW Sldker Bavklrg Pie. (Active Slab) 7CDSPDB Deadboll Stdke Plate (Active Slab) 78518X5 08-32:.375 Ph. Fl. S.S. (Active Slab) 6CDRMW Lam Foam Invert .32W 7DEAD DeadbolVKllab (Acts* 7KNOB0 KnabSelgreaiw) 7CDKLOKB DaodW111(nob- PO,hcd Braov (Atli.) 7DBLK8 Double Locksel 69333W Hinge 41704 Hnge Pin Cap ---41705 Hige Pin Bushing DOW Hinge Pin M45 Hoge Rhet 7834FPTW *8 a.750 Ph. Fl. TEK SMS OPTIONAL FIXED LIGHT — INSERT SHOWN Z-BAR FRAME, OPTIONAL HEAD INSTALLATION SINGLE HUNG (USING 1X WOODBUCK) INSERT SHOWN OPTIONP KICKPLAI INSERT SHOWN ti `r EXTERI OPTIONA 1-7/16" BUMPER THRESHOI SHOWN EXTERIOR OPTIONAL 2' BUMPER THRESHOLD SHOWN E-BAR FRAME SILL INSTALLATIONS SUBSTRATE SHIM / OPTIONAL OUT -SWING i SHOWN EXTERIOR SUBSTRATE 1X WOOD Z-BAR FRAME- JAMBINSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL SINGLE HUNG INSERT SHOWN EXTERIOR Z-BAR FRAME. UV I JUNAL OPTIONAL JAMB INSTALLATION FIXED LIGHT IN -SWING (USING 1X WOODBUCK) INSERT SHOWN SHOWN '(. INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. `-'- 3) MAX. SHIM THICKNESS TO BE 1/4". ..::�c.., •`.�"'1��' u..eey aew: ura,rc m>:raainaabkyttreaW wuopakrm J. ROSOWSKI 09/30/11 ALUMINUM 6063-T6 � os: wrs rmrvw.: MVFRl�ru4WAW.fi w M "0x MA'7LW1 xrraan 7�oatEssm em71 Bl �nu�avarxrrnnanaLa. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 7m FLCERT.OFAUTH.:29296 CABANA DOOR INSTALLATION A. Lynn Miller, P.E. ' an"ea p1 V° w.. P.E. #58705 CD-290 NTS 3 o1 3 IOM11JR BCIS Home Log In User Registration Hot Topic j Submit Surcharge 4 Stats & Facts Publications FBC Staff BCIS Site Map Links Search G b r q ; Product Approval p E' USER: Public User :+ sV� 1 Product Approval Menu > Product or Application Search > Application List > Application Detail pP FL # FL242 R71 Ire v Application Type evlslon Code Version 20�4"` Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer �PGT In,2st�ies Address/Phone/Email -1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category W7,ndows Subcategory Horizont" aI 51i_derr'4 Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/07/2016 Date Validated 10/17/2016 Date Pending FBC Approval Year 1994 Date Approved Date Revised r Summary of Products I 1 FL # I Model, Number or Name 10/17/2016 09/25/2017 Limits of Use Approved for use in HVHZ Yes Approved for use outside OVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Miam4-Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and ancholr type, size, and spacing information. 242.2 I HR 510 (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Mia !-Dade County Notice of Acceptance (NOA) for produ t performance information, anchorage details, and anchor type, size, and spacing information. Description Aluminum Horizontal Roller Window Certification Agency Certificate FL242 R21 C CAC 16-0629.02.pdf Quality Assurance Contract Expiration Date 04/05/2022 Installation Instructions FL242 R21 II 16-FL242 R21 II 16-0629.02.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: WinGuard Vinyl Horizontal Roller Window Certification Agency Certificate FL242 R21 C CAC 15-0612.14.pdf Quality Assurance Contract Expiration Date 02/17/2021 Installation Instructions FL242 R21 II 15-0612.14.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.3 HRI- 610 (Non -Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R21 C CAC 16-0714.14.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation Instructions Other: Please see the Mia i-Dade County Notice of FL242 R21 11 16-0714.14.odf Acceptance (NOA) for prod ct performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anc or type, size, and spacing Created by Independent Third Party: information. Evaluation Reports I Created by Independent Third Party: 242.4 HR - 710 (Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R21 C CAC 16-0714.13.pdf Approved for use outsi a HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/21/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R21 11 16-0714.13.pdf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports I Created by Independent Third Party: 242.5 1 1�11 - 810 (Large Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in H JHZ, Yes FL242 R21 C CAC 16-0714.10.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the MI mi-Dade County Notice of FL242 R21 II 16-0714.10.pdf Acceptance (NOA) for pro uct performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports I Created by Independent Third Party: 242.6 OR - 810 (Small Missile Impact) Limits of Use Approved for use in H HZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the lam! -Dade County Notice of Acceptance (NOA) for pr duct performance information, anchorage details, and achor type, size, and spacing information. I Multi -Story Aluminum Horizontal Roller Window Certification Agency Certificate FL242 R21 C CAC 16-0714.15.ndf Quality Assurance Contract Expiration Date 11/01/2017 Installation Instructions FL242 R21 II 16-0714.15.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r MIAMbDADE M[A1VII-DADE COUNTY om PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under, the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR-210" Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-BR210-01 titled "Horizontal Roller Window Details", sheets 1 through 8 of 8, dated 12/01/11, with revision B dated 05/05/15, prepared by manufacturer, 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: None. 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 change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, ' and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0609.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0629.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 �P1 �p Page 1 PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's (Submitted uni 2. Drawing No. b through 8 of 8, manufacturer, B. TESTS 1. Test reports 2. along with ma: a PVC fixed w spacer system, EdgeTM spacer Inc., Test Re 06/07/16 and 0 Test reports on along with sliding wing FTL-6657 letters for e (Submitted C. CALCULATIONS 1. Anchor verif Edition (201 Anthony Lyi (Submitted c 2. Glazing com D. QUALITY ASSUR 1. Miami -Dade E. MATERIAL 1. None. drawings and sections. NOA No. 11 -12 01.04) -HR210-01 titled "Horizontal Roller Window Details", sheets 1 ed 12/01 /11, with revision B dated 05105115, prepared by ted and sealed by Anthony Lynn Miller, P.E. 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ked-up drawings and installation diagram of a PVC sliding glass door, indow and an aluminum sliding glass door, using: Kodispace 4SG TPS Durasee spacer system, Super Spacer® NXTTM spacer system and XL system at insulated glass, prepared by Fenestration Testing Laboratory, )orts No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 5/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 eked -up drawings and installation diagram of an aluminum horizontal prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. ter NOA No.11-1201.04) ition calculations and structural analysis, complying with FBC-5th , dated 05/29/15, prepared by manufacturer, signed and sealed by Miller, P.E. previous NOA No. 15-0609.05) with ASTM E1300-04 CE of Regulatory and Economic Resources (RER). .TIONS E-1 Manuel Z0629.02 ez, P.E. Product Contraammer NOA No. Expiration Date: April 05, 2022 Approval Date: August 04, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5' Edition (2014), dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0609.05) 2. Statement letter of no fmaricial interest, dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0609.05) 3. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-1201.04) 4. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-10609.05, issued to PGT Industries, Inc. for their Series "HR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/13/15 and expiring on 04/05/17. Manuel Pere .E. Product Control Exgu&er NOA No, 16-0629.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 E-2 GENERAL NOTES: SERIES 210 NON -IMPACT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. A 31 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY 63. MIAI-DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS HEIGHT USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 1, SHEET 1. 62" BUCK 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED HEIGHT 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.112"THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE PMrWJFFR OR ARCHITECT OF RECORD. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 1, SHEET 1. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE THAN 1/4" THICK. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 7 PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. HE] B) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-6657 8 6658; ELCO ULTRACON NON, ELCO CRETEFLEX NOA; ANSI/AFBPA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY KNOWN AS THE 201 SERIES. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 3 8 4 NOT RATED FOR IMPACT RESISTANCE STANDARDS USED: e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION _ ASTM E1300-04 •ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2010 •AISI-S100-07/S2-2010 120' WIDTH 1't8'auun wwtn--------- JB SHEETS _ 588 --- �'— -- ---- �----- --- - 58-7/B' 68-118" I / SASH VISIBLE / FIXED VISIBLE i / LIGHT LIGHT 26-9l16' 56-3/16" FIXED SASH VISIBLE LIGHT VISIBLE LIGHT — REQUIRED THIS SHEET THIS SHEET CORNERS TYP. XOX (1/4-1/2-1/4) ELEVATION 74' WIDTH 73' BUCK WIDTH B SHEETS r 586 I GHT 71_ BUCK 65- SASHSH VISIBLE I FIXED VISIBLE HEIGHT LIGHT I LIGHT 33.9116' SASH 33.9116' I FIXED VISIBLE LIGHT VISIBLE I LIGHT PCSHEETS 586 TABLE 1: SHEETS 586 3-3116" 63' HEIGHT 6 BU HEI 8u- vrw I n 89" BUCK WIDTH B SHEETS 586 _—_ 26.3/8'I A / / FIXED SIBLE LIGHT 56-7/8" / 58-1/8" { / SASH VISIBLE FIXED VISIBLE .Y �I LIGHT LIGHT / Y� Y / CK GHT 26-7116" SASH VISIBLE L LIGHT - = --- I- - ---- A SHEETS 586 ALWAYS SEE NOTE A, 3.3116' Lt13 CORNERS SEE NOTES B 8 C. THIS SHEET TYP. XOX (1/3-1/3-1/3) ELEVATION Anchor Group Anchor Substrate Min. Edge Distance MIR. Embedment A 1/4" Steel Ultrecon Hollow Block, (ASTM C90) 2-1/2' 1-1/4" B #12�eef S„(G5)ar 1"IlUipg Wks ' P.T. Southern Pine (5G = .55) 9/16" 1-3f8° A36 Steel, .125' min 3/8" Min. of 3 threads beyond metal substrate A653 Stud, Gr. 33, 0.0346" min. (20 Ga) _ 3/8" rA_luminum 6063T5;-:125"--mift. " �3/8" 1/4" Steel Ultracon Concrete (min. 2.9 ksl) 1" 1-3/8" Grouted -filled Block, (ASTM C90) 2-1/Z" 1-3/4" C 1/4" 410 SS CreteFlex Concrete (min. 3.4 ksl) 1" Hollow Block, (ASTM C90) 1-3f4° ALWAYS 3" —�I T`- LAB ----F F— 3.3116' REQUIRED SEE NOTE D, THIS SHEET Q CORNERS �1Ty�Y XOiEL-EVATION (OX=SIM \ ^W I II YAIA. ELEVATIONS .... ........................... ... 1 ANCHOR SPECIFICATIONS............ 1 ANCHOR SPACINGIQUANTITIES...2 DESIGN PRESSURES, XO/OX........ 3 DESIGN PRESSURES, XOX .......... 4 INSTALLATION, STD MR ................. 5 INSTALLATION, HD MR ................... 0 GLAZING DETAILS...........-._...._.. 7 CORNER ASSEMBLY ...................... 7 .EXTRUSION PROFILES ... .-........... B PARTS LIST ..................... _.............. 8 c •.... LICENSE * :• NO, 58705 :tlo _ -U �cly. A. LYNN MILLER. P.E. PER 6070S WEEPHOLE NOTES,_(SEE WEEPHOLE DETAILS. SHEET 7 OF 8): A. REQUIRED IF WINDOW WIDTH IS OVER 67". B. REQUIRED IF WINDOW WIDTH IS OVER 45" AND UP TO 67. , C. REQUIRED IF WINDOW WIDTH IS OVER 89". PRUDUCT I;EVISED D. REQUIRED IF WINDOW WIDTH IS OVER 45". as complying with t1w Florida Ilulding Code (6-0 .0 ncrepwnee Na 'ration Date 1 " f�22 Rm4-d Ry: Date: Raria/on: JR 05/05/16 B) ADDED SPACERS TO By SHEET 8. Minmi do Pr ReWsed W. Dote: ReWsion: ® D"criptlon: Drawn try: GENERAL NOTES & ELEVATION 'I ROSOWSKI 1070 TECHNOLOGY DRIVE Mt.. N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.O. BOX 1529 NOKOMIS; FL 34274 �dp/Nodal: Seob: Sheet Drawrng No. Re, CERT. OF AUTH. #29295 HR-210 NTS 1 OF 8 MD-HR210-01 1 ANCHOR ON 1 EACH SIDE OF ANCHOR AT CORNER THE MEETING RAIL MIN. 3 ANCHORS IN JAMB FOR WINDOWS UP TO 44', MIN. 4 ANCHORS IN JAMB FOR WINDOWS OVER 44" 1 ANCHORAT CORNER 6" MAX. SEE TABLE 2, 1 ANCHOR ON THIS SHEET, FOR 1 ANCHOR ON EACH SIDE OF ANCHOR EACH SIDE OF 1 ANCHOR AT THE MEETING QUANTITIES THE MEETING 1 ANCHOR AT CORNER oeil __ __ Pon CORNER 1 1L MIN. ANCHORS IN JAMB FOR 1r MAX. O.C. FOR WINDOWS UP WINDOWS UP TO 63' TO 44", MIN.4 TALL, 20' MAX. O.C. ANCHORS IN FOR WINDOWS OVER 63" JAMB FOR WINDOWS —� OVER 44" 8" MAX. 6" MAX. —►I �- 6' MAX. FROM �-.-- CENTER OF MEETING RAIL (X2) ANCHORAGEf FOR=ALL'SXO/OX=CON FIG UPWTIONS 1 1 ANCHOR ON ANCHOR 1ANCHOR ON 1 ANCHOR AT EACH SIDE OF AT EACH SIDE OF 1 ANCHOR AT CORNER THE MEETING FIXED THE MEETING CORNER RAIL LITE RAIL MIN. 3 ANCHORSIN JAMSFOR WINDOWS UP TO 44", MIN. 4 ANCHORS IN JAMBFOR WINDOWS OVER 44' W MAX. —!_ IT"MAX' O.C. -A _ 6' MAX. 6" MAX. —►I r— I 6" MAX. FROM -- — i�' MEETING RAIL (X2) ANCHORAGE FOR ALL XOX (113-1/3-1/3) CONFIGURATIONS � a 4 6'MAX I 1r O.0 6' MAX I'— ----- ----- 1 ..`---- � 22-3/4' 1 MEETING RAIL (X2) —_I [-- - IMAA. U.t;l - ANCHORAGE FOR ALL XOX (114-1/2-1/4) CONFIGURATIONS TGRI P 9- FRAME TYPE FRAME WIDTH FRAME HEIGHT 383l8 44" 505/B' 63" ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP A B C A B C A B C A 1/8D C 53-1/8" 1 1 1 1 1 1 1 1 1 1 1 1 74" 2 2 1 1 2 1 1 1 1 1 1 1 STANDARD By 2 2 2 2 2 1 1 2 1 1 1 1 MEETING RAIL 97" 2 3 2 2 2 2 2 2 1 1 1 1 108' 3 3 2 2 3 2 2 2 2 1 2 1 120' 3 3 3 3 3 2 2 2 2 2 2 1 . 1 HEAVY I W74J' 2 2 1 2 2 1 1 1 1 W 2 2 2 2 2 2 212 1 MEETING 9r 2 3 E23 2 2 2 2 2 2 2 ILA 109' 3 3 3 3 3 2 2 2 2 120' 3 4 3 3 3 3 2 2 2 JCC IHtlLt 1, JM1CC I 1 � Vrt IUVUnurt unUVn uwVrti�, i VI`.1. 6 1070 TECHNOLOGY DRIVE .... N. VENICE; FL 34275 P.O. BOX 1529 NOKOMAS, FL 34274 A. LYNN MILLER, P.E. CERT. OF AUTH. #29296 PEA 58705 XO, OX & XOX: EGRESS HEIGHT: (WH - 4-5/8 XO & OX: EGRESS WIDTH; (WW/2-3.1/2) XOX(1/4-1/2.1/4): EGRESS WIDTH: (WW/4-2-5116) XOX(1/3-1/3.1/3): EGRESS WIDTH: (WW/3-6) X. XO, OX & XOX: SASH VISIBLE LIGHT HEIGHT: (WH-6-1/8) FIXED VISIBLE LIGHT HEIGHT: (WH - 4-718 XO & OX SASH & FIXED VISIBLE LIGHT WIDTH: (WW12-3-7/16 XOX (1/4-12-1/4): SASH VISIBLE LI GHT WIDTH: (WW/4 - 3-7/16) FIXED VISIBLE LIGHT WIDTH: (W W12. 3-13116) XOX (1/3-1/3-1/3): SASH & FIXED VISIBLE LIGHT WIDTH: (WW/3-3-9/16) PRODUCT REVISED a; complying with 6w Florida banding cane na:epleaw Na 16=0624 Erpiml' Dafe Z Rerlelon: By Afi Uak Produtd R�v(slan: ANCHOR SPACING & QUANTITIES J ROSOWSKI HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 Series/Model: Scale: Sheet: Dr Iaq, No. ROY. HR-210 NTS 2 OF 8 MD-HR210-01 B XOXCONFIGURATION MAXIMUM DESIGN PRESSURE RATING (psf) FRAME WIDTH GLASS TYPE STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL FRAME HEIGHT FRAME HEIGHT 36-3/B" 44" 50-518" 63" 38-318" 44" 50-518" 63" Glass 2 & 3 +55.01-90.0 +55.0/-90.0 +55.0/-76.3 +55.0/-59.2 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0%78.9 Z O 49„ Glass 4 & 5 +55.0/-90.0 +55.01-90.0 +65.0/-89.1 +55.0/-69.1 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 Glass 2 & 3 +55.01-90.0 +55.01-84.7 +55.0/-71.4 +55.0/-55.1 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-73.5 53-1/8" Glass 4 & 5 +55.01-90.0 +55.0/-90.0 +55.01-83.2 +55.0/-64.3 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 Glass 2 & 3 +550-90.0 +55.01-76.3 +55.0/-63.9 +49.0/49.0 +55.0/-90.0 +55.0/-90.0 +55.01-85.1 +55.01-65.3 t0—i 61" Glass 4 & 5 +55.D1-90.0 +55.01-89.0 +55.0/-74.5 +55.01-57.1 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-84.5 Oz v Glass 2 & 3 +55.01-81.0 +55.01-66.8 +55.0/-55.3 +41.91 41.9 +55.0/-90.0 +55.0l-88.9 +55.01-73.7 +55.0/-55.8 c` 74 Glass 4 & 5 +55.01-90.0 +55.01-77.9 +55.0/-64.5 +48.8/-48.8 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +56.01-72.2 2 & 3 +55.01-75.6 +55.0/-61.5 +50.4/-50.4 +37.7/-37.7 +55.0/-90.0 +55.0/-81.8 +55.0/-67.2 +50.3/-50.3 BYGlass Glass 4 & 5 +550-88.2 +55.0/-71.7 +55.0/-58.8 +44.0/-44.0 +55.0/-90.0 +55.0/-90.0 +55.0/ 86.9 +55.0/-65.0 Glass 2 & 3 +55.D1-73.8 +55.01-59.6 +48.6/-48.6 +36.2/-36.2 +55.0/-90.0 +55.U/-79.5 +55.0/-64.8 +48.21-48.2 go,. 4 & 5 +55.01-86.1 +55.01-69.6 +55.0/-56.7 +42.2142.2 +55.0/-90.0 +55.0/-90.0 +55.0/-83.9 +55.01-62.4 Glass 2 +55.01-90.0 +55.01-79.5 +55.01-66.4 +50.8/-50.8 +55.0/-90.0 +55.0/-85.0 +55.0/-73.8 +66.01-59.4 53-1/9, Glass 3 +55.01-90.0 +55.01-79.5 +55.0/-66.4 +50.8/-50.8 +55.0/-90.0 +55.0/-90.0 +55.0/-78.3 +55.0/-56.2 Glass 4 & 5 +55.0/-90.0 +55.0/-90.0 +55.0/-77.5 +55.0/-59.2 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-87.5 Glass 2 +55.0/-80.4 +55.0/-64.9 +52.91-52.9 +39.3/-39.3 +55.01-83.1 +55.01-72.8 +55.0/-62.0 +47.9/-47.9 0 74" Glass 3 +55.01-80.4 +55.01-64.9 +52.91-52.9 +39.31-39.3 +55.0/-90.0 +55.0/-79.6 +55.0/-70.0 +52.51-52.5 Glass 4 & 5 +55.01-90.0 +55.01-75.8 +55.01-61.8 +45.9/-45.9 +55 0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-67.8 0 Glass 2 +55.0/-74.7 +55.01-61.2 +49,11-49.1 +35.8/-35.B +55.0/-74.7 +55.01-67.2 +55.0/-5B.9 +46.8146.8 85" Glass 3 +55.D/-77.2 +55.01-61.2 +49.11-49.1 +35.8/-35.8 +55.0/-81.9 +55.0/41.1 +55.01-62.8 +47.8/47.8 oGlass 4 & 5 +55.01-90.0 +56.01-71.4 +55.0/-57.3 +41.81-41.8 +55.01-90.0 +55.0/-90.0 +55,01-84.6 +55.0/-61.8 Glass 2 +55.01-65.3 +55.01-58.8 +46.3/-46.3 +33.1/-33.1 +55.0/-65.3 +55.01-60.0 +53.7/-53.7 +43.9/-43.9 97" Glass 3 +55.0/-72.5 +55.0/-58.8 +46.3/-46.3 433.11-33.1 +55.0/-72.5 +55.0/-63.7 +54.7/-54.7 +44.21.44.2 a Glass 4 & 5 +55.0/-87.0 +55.01-68.6 +54.1/-54.1 +38.71-38.7 +55.0/-90.0 +55.0l-90.0 +55.0/-79.9 +55.01-57.1 r Glass 2 +55.01-56.7 +53.41-53.4 +44.7/-44.7 +31.2/-31.2 +55:0/-56.7 +53.4/-53.4 +48.4/-4B.4 +40.51.40.5 109" Glass 3 +55.01-64.8 +55.0/-55.8 +44.7/-44.7 +31.21-31.2 +55.01-64.8 +55.0/-55.8 +482/-48.2 +39.6/-39.6 Glass 4 & 5 +55.0/-84.7 +55.0/-66.5 +52.2/-52.2 +36.4/-36.4 +55.0/-90.0 +55.0l-90.0 +55.01-77.1 +53.81-53.8 Glass 2 +49.7149.7 +47.91-47.9 +43.6/43.6 +30.01-30.0 +49.71-49.7 +47.9/47.9 +44.3144.3 +37.51-37.5 120" Glass 3 +55.01-57.6 +51.11-51.1 +43.61-43.6 +30.0/-30.0 +55.0/-57.6 +51.1/-51.1 +44.1/-44.1 +35.81.35.8 Glass 4 & 5 +55.0/-B&2 1 +55.01-65.0 1 +50.9/-50.9 +35.0/-35.0 +55.0/-90.0 +55.0/-90.0 +55.01-75.2 +51.7/-51.7 TGRI P R- Glass Types 2 3116' Annealed l/4" Annealed 3 1/6" Annealed-1/4" Airspace-1/8" Annealed 3(16' Annealed-3/16" Airspace-1/8" Annealed 4 &16' Tempered 1/4" Tempered 5 118" Tempered-1/4" Airspace-1/8" Tempered 311G' Tempered-3/16" Airspace-1/8" Tempered NOTES: 1) USE THIS TABLE FOR ALL XOX WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. CONFIGURATIONS APPLICABLE TO THIS SHEET: XOX(1/3-1/3-1/3) <T] XOX (1 /4-1 P1-1 M) PROOUC)'REVISED as complying with the Flnrids Building Code - .nc-xptam:e Nn.Ifl EI lot t Date By Nlian Dade Pr t Y O C) elf 0 c" U) O Q ❑ °� q O to Z LL O O Nv X W J o~ :J (/) Z W J Q a z o Z 0 _ cV O N 8� �W a0 o❑ Lam-- �� a ® 0 m N N< C �SVV,,�N `-SaY oZ Z �I V INSTALLATION OPTION 1 CONCRETE/CMU PER ANCHOR INSTALLATION ANCHORS INT02X WOOD. REQUIREMENT OPTIONAL 2X WOOD EDGE DISTANCE EMBEDMENT 80 ADDON 0 T FLANGE@ 1/4"MAX Ham'\� SILL 3 JAMBS `\ \ EDGE SHIM \ DISTANCE ° MENT I • TYP. ANCHOR ° TYP. TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE I� jI I� jl TABLE 1, SHEET 1. I 21 80 I I I ON INSTALLATION li I tI E II II II INSTALLATION rFIz.I'E LE j �.l �I IANCHORS. DIRECTLY GHT I li INTO MASONRY. SASH VISIBLE STANDARD MEETING RAIL 1XWOOD TYP. ANCHOR TYPE, BUCKSTRIP, ' CONCRETE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �, SEE NOTE 2, I SHEET. OR CMV 11 SEE TABLE 1, SHEET 1. ° PER HOR 93 30 �9...p. `-� ip \ REQUIRE- MENT \ 44 SASH •. SASH I -� VISIBLE I III _ VISIBLE = O LIGHT \\. EDGE LIGHT WIDTH .I, _= WIDTH a. ° . . DISTANCE 76 24 FIXED 1 74 VISIBLE �����III LIGHT \- 70 `J , STANDARD B WIDTH �� STANDARD 1X WOOD -I EMBED- MENT MEETING RAIL _ EXTERIOR MEETING RAIL BUCK SL JNS_-TALLATION _ OPTION 3 BuccwtDTH TIP3UCK IDTH ----------------- INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP HORIZONTAL SECTION A -A INTO MASONRY. TIP- TO•TIPI �� -� II i LIGHT 1/4"MAX.SHIM HEIGHT II \-_ li HEIGHT i-05 TYP. ANCHOR TYPE, BUCK Ojl II I I II D72 STEEL SELF -DRILLING_ 10 - X C71 4 2X WOOD EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, HEIGHT ji Ijx jl SMS (G5), SEE TABLE \ SEE TABLE 1, SHEET 1. II j II II I II 1, SHEET I. _— _-- —_- --- 24 II II I II Ij II II II DAOE APPROVED 32) MULLSTEEL _ O L� II II II / RAM NG OR STEEL FRAMING 31 SASH VISIBLE -- 57 - I� II I Ij I STUD. SEE SUBSTRATE PROPERTIES, TABLE 1. 4" CUT LENGTH SHEET 1. LIGHTWIDTH � ---I--- 12 (off EACH _ 3 MEETING RAIL EXTERIOR ` 25 / yyylll I FIXED VISIBLE INSTALLATION �nJ STANDARD � / LIGHT WIDTH INSTALLATION TYP. ANCHOR TYPE, OPTION 4 MEETING RAIL �r OPTION 1 EMBEDMENT AND EDGE INSTALLATION BUCK WIDTH INSTALLATION 2 -- DISTANCE PER ANCHORS TIP -TO -TIP WIDTH ANCHORS INTO 2X SUBSTRATE, SEE DIRECTLY INTO WOOD. t 2s TABLE I, SHEET I. METAL. HORIZONTAL SECTION C-C - 1X WOOD BUCKSTRIP• NOTES: PRODUCT REVISED _ SEE NOTE 2, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1. FOLLOW EMBEDMENT AND EDGE z complying with the Flwids \ T THIS SHEET. DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BEUSED ON ANY SIDE OFTHE WINDOW. Building Code G-OG129.OZ \ LA=p==No E, pinninn Date 202Z 1/4" MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-1/2' Revised By: Dolo: Ravlslon: THICK ARE TO BE CONSIDERED IX BY • " INSTALLATIONS. 1X WOOD BUCKS ARE CONCRETE PER INSTALLED - Mt>mv Prodocl 1X WOOD ° OPTIONAL. UNIT MAY BE - ' ReNaod W. Date: Revlalon: BUCK ° • ,' ANCHOR DIRECTLY TO SUBSTRATE. WOOD BUCKS - EXTERIOR e REQUIREMENT DEPICTED AS 2X ARE 1-112" THICK OR - • - • • ° • GREATER. 1XAND 2XBUCKS (WHEN f, /���J���i��_It��: DeswiTA Drown By: a - • ' • USED) SHALL BE DESIGNED TO PROPERLY INSTALLATION TRANSFER LOADS TO THE STRUCTURE. Vl p INSTALLATION DETAILS, STD MR J ROSOWSKI - - WOOD BUCK DESIGN AND INSTALLATION OPTION 3 IS THE RESPONSIBILITY OF THE ":�: �` 1070 TECHNOLOGY DRIVE 71tre: Dala: VERTICAL SECTION B-B INSTALLATION ANCHORS ENGINEER OR ARCHITECT OF RECORD. N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 THROUGH 1X BUCKSTRIP MAXIMUM SHIMTHICKNESS TO BE 114'. - ., P.O. BOX 1529 INTO MASONRY. ' • r , NOKOMIS, FL 34274 SerfWlWodeh scale: I Sheet: Drawing No. Rav: A. LYNN MILLER, P.E. CERT. OF AUiH. #29298 HR-210 NTS 5 OF 8 MD-HR210-01 B P.EA 58705 INSTALLATION OPTION I CONCRETE/CMU HEAVY DUTY MEETING RAIL 1XWOOD INSTALLATION ANCHORS INTO 2X WOOD. PER ANCHOR TYP. ANCHOR TYPE, BUCKSTRIP, CONCRETE REQUIREMENT EMBEDMENT AND EDGE SEE NOTE 2, OPTIONAL EDGE - EMBEDMENT DISTANCE PER SUBSTRATE, THIS SHEET. PER CMU 2X WOOD �� DISTANCE SEE TABLE 1, SHEET 1. PER 00 ADDON °ANCHOR FLANGE \ 1/4' MAX _ REQUIRE - NICE \ •-"r -- SHIM 28 f -D 90 _ MENT SILL & JAMBS \ EDGE '---0 93 30 10 , \ EMBED- DISTANCE ° X 54 X \ \\ \\ MEW __�_- __ =7p 44 SASH SASH O I _III VISIBLE •. TYP. ANCHOR VISIBLE LIGHT EDGE TYPE. EMBEDMENT 57 LIGHT _-__-^ WIDTH ° DISTANCE AND EDGE i WIDTH :, v (L •• DISTANCE PEP. —__ �^ �'�^^-^�`r.�nn.r.n-.�,, _ MMMnni•.nnn \ FIXED 7d 1 Ij II SUBSTRATE, SEE _ 75 I VISIBLE \ J - j Ij TABLE 1, SHEET 1. - 25 24 -�I LIGHT 70 5 y1 MISED- BO ER WIDTH 1XWUCK EMEW INSTALLATION EXTERIOR BUCK HEAVY DUTY \,-..{'HEAVY DUTY FIXED II II II OPTION � MEETING RAIL !-,'MEETING RAIL INSTALLATION VISIBLE II �I Ij INSTALLATION OPTION 3 II II Ij ANCHORS DIRECTLY BUCK WIDTH LIGHT j I -- TIP -TO -TIP WIDTH THROUGH 1X BUCKS RIP HEIGHT I� Ij II INTO MASONRY. THROUGH 1X BUCKSTRIP II II II SASH HORIZONTAL SECTION A -A INTO MASONRY. I I I h I TIP -TO -TIP II I \ II VISIBLE -� 1/4" MAX. SHIM HEIGHT II II II HEIGHT ��5�� Ij Ij I �J q 2X WOOD TYP. ANCHOR TYPE, I I II X SELF -DRILLING 10 11 EMBEDMENT AND EDGE HEIGHT OIL I� j DISTANCE 1.SHEESTRATE, II II I I SMS (G5), SEE TABLE �\\ X � � \� SEE TABLE 1, SHEET 1. II ii II 1, SHEET I. 24 l II Ij DADE APPROVED = ____- II II II 32 MULLION, ALUMINUM, I �Q STEEL FRAMING OR STEEL . SASH VISIBLE I _ _ �\ STUD. SEE SUBSTRATE �7 LIGHTWIDTH 57 II II PROPERTIES, TABLE 1, i 1 I I- 4" CUT LENGTH \������i�`�`i`�^• 12 SHEET I. 4" EACH MEETING RAIL EXTERIOR 25 FIXED VISIBLE - - 3 INSTALLATION I I LGHT W IIDTH J INSTALLATION TYP. ANCHOR TYPE, OPTION 4 HEAVY DUTY OPTION 1 EMBEDMENT AND EDGE INSTALLATION MEETING RAIL 7 2 INSTALLATION DISTANCE PER ANCHORS ANCHORS I DIRECTLY INTO SUBSTRATE,SEE . —\ TABLE 1, SHEET 1. METAL, BUCK WIDTH WOOD. 1X WOOD NOTES: TIP -TO -TIP WIDTH BUCKSTRIP, 1) USE ONLY SUBSTRATE -APPROPRIATE PRODUCT REVISED SEE NOTE 2, ANCHORS LISTED ON TABLE I OF SHEET I. HORIZONTAL SECTION C-C m"-plying-ith 0. Tlarida THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE U,ildi ante d. Qqx L1/4" MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN • „2 \ \, E. pY Da:c uL MAY BE USED ON ANY SIDE OF THE WINDOW. ... Revlaed By: Date: ReHslon: B 1XWOOD 2) ALLWOOD BUCKS LESS THAN 1AWTHICK Mi Pradutt ol RE BUCK CONCTEPER ° ARE TO BE CONSIDERED IX INSTALLATIONS.IX Revised By: Date: ReNslon: ANCHOR WOOD BUCKS ARE OPTIONAL UNIT MAYBE•�•" EXTERIOR INSTALLED DIRECTLY TO SUBSTRATE. WOOD - - REQUIREMENT a- BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) ® DesarlTA Drawn BY INSTALLATION 6 . I.c - INSTALLATION DETAILS, HD MR J ROSOWSKI SHALL BE DESIGNED TO PROPERLY TRANSFER ;����;'� •��- OPTION 3 LOADS TO THE STRUCTURE. WOOD BUCK 1070 TECHNOLOGY DRIVE Title: Date: VERTICAL SECTION B-B INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 THROUGH IX BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR P.O. BOX 1529 INTO MASONRY. ARCHITECT OF RECORD. MAXIMUM SHIM • NOKOMIS, FL 34274 Senea/Model: Style: Sheet: Drawing No. Rer. THICKNESS TO BE I/4'. A. LYNN MILLER, P.E. CERT. OF AUTH. y29296 HR-210 NTS 6 OF 8 MD-HR210-01 B P.EJI 68706 ,D .330" —''"E.250' 0 1.600" FRAME A SASH CORNERS CORNERS ASSEMBLY DETAILS _----------� OSILL OSILLADAPTER WEEPHOLES WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS. SEE SHEET 1 FOR QUANTITY AND SPACING 1/8" ANNEALED OR TEMPERED GLASS O90 s, ✓�- j 54 .382"MIN. jl L �%fei GLASSBITE 80, 1/8" GLAZING DETAIL 3 MEETING RAIL 3/16" ANNEALED OR 1/4" ANNEALED OR TEMPERED GLASS TEMPERED GLASS .382' MIN. .382" MIN. 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL 1/2" MIN. GLASS STACK 1/8" ANNEALED OR 7/4" AIRSPACE TEMPERED GLASS 1/8" ANNEALED OR TEMPERED GLASS Ili 57 Ij II 93 Ij II .382' MIN. jl, II GLASS BffE jI' II -- --(81 60-63 1/2" I.G. GLAZING DETAIL 1/4" AIRSPACE 1 /2" MIN. GLASS STACK 3/16" AIRSPACE 3/16' ANNEALED OR TEMPERED GLASS 1/8' ANNEALED OR TEMPERED GLASS 57 II I 94 I .382" IN. I II GLASS BITE II II 81 ^ 60-63 1/2" I.G. GLAZING DETAIL 3/16" AIRSPACE PRODUCT REVISED . s complying with the Florida 1luildine Code 1s Acceptance Not _ 9• d L Eapinnion Date 2D IL BY. I.iltunI edc Prudnc1 Can d U) m O o 0 O o U) J & ¢ I j w'_ g o LL o t 05 6i s }m W O aZ W n Q Z o W O ; (V k ofCr O 2 O i vl m Z' 8 •' U N1� ELM cZ z U A: LYNN MILLER: P.E. 014 58705 1 Item Dwg# Part# Description Material 1 2155 0215W Frame Head 6063-TS 2 264 0204W Frame Sill 60637% 3 265 6265BW SIII Adapter 6063-T6 4 2leA 6218W Frame Jamb (Fixed) 6063-T6 5 219 010BBW Frame Jamb (Operable) 6063-T5 6 220B 622OW Fixed Meeting Rail 6063-T6 7 267 6267W IHeaV Duty Fired Meeting Rail 6063-ID 8 223A 0223W Sash Top & Bollom Rail 6003-TO 9 223A 6223W Sash Bottom Rail 6063-To 10 221B 6221BW Sash Side Rail 6083-T6 11 222 6222W Sash Meeting Rail 6003-T6 12 270 627OW Dogbone Reinforcement 6063-T6 13 2785 62785W Sash Stop 6063-715 2D 4980 740SUBK Meeting Rail Sweep Latch Plug Mgld PVC 21 242 42105W Sash Top Guide (Anll-rack) Rigid PVC 22 227 42114W End Cap Rigid PVC 23 1213 BQ200K .190" X.2W' Q-Ion Wslp. (Frame) Flex PVC 70 24 4066 64066G .187" X.230" Fin Welp. 25 1003C 66601K Bulb Vinyl Walp. (Sash) Flex PVC 70 26 275C 70275CK Frame Sill Gasket Polyethylene 27 273A T0273AK Frame Head Gasket Polyethylene 28 280 T02130BK Sesh Gaskets Polyethylene 29 7HRKITW Weephole Cover Plastic 30 1096 71096V/ Sweep Latch Cast Zinc 31 225 42112N Railer Housing & Guide Vinyl 32 226 78RWHL2 Roller Brass 40 1155 781 PQA 48 X 1" QUAD Pn SMS Steel 41 1155.1 781 PDX #6 X 1" Sq. Pn. SMS 41O SS 42 781PSTX #8 X 1" Sq. Pn. TWin Fast SMS 41O SS 43 78X38PSA #8 X.375" Sq. Pn. SMS Sleel 44 1016 785OWW 08X.625" Ph. Fl. SMS Sleet 50 1265-3 712653K Setting Block 3132" X1/4" X1" EPDM 51 1267 71267N Setting Block VW X1/2" X 1" EPDM 54 1625 61625W 1/8" Bead Aluminum 55 2719 65016W 3116" Bead Aluminum 56 1 1263 65133W 114" Bead Aluminum 67 uw evr4ew LG. Bead Rigid PVC 70 1014 61014FW Screen Frame Aluminum 71 1631 47041W Screen Comer Key No Ring Vinyl 72 1630 47D42W Screen Comer Key with Ring Vinyl 73 320 7320SPNG Screen Spring Spring Steel 74 1624 61624K Screen Spline-.135" DIa. Foam Rubber 61635K Screen Spline-.135" Dia. Hard Rubber Screen Cloth Fiberglass 66615W Add -on Flange (Optional) 6083-TO Dow Coming 899 Silicone Glazing Sealant or Equiv. E 1/8" Annealed or Tempered Glass 3/16" Armeated orTempeted Glass 1/4" Annealed or Tempered Glass 1/8% 114" Air-11e" An. or Tem . I.G. 1/8"- 3110" Air- 3/16" An. or Temp. I.G. Part# Description Material 60 KDmmeding 4SG TPS Spacer System 61 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 62 Quanex Duraseal Spacer Materials 03 Cardinal XL Edge Spacer I NtrttltNLJt ICJI fitt'VI[I J: rI , I,, oe . — /-SILICONE STRUCTURAL 114• NOM. POLYISOBUTYLEN WITH DESICCANT Exr.cLAss fi0 KODISPACE 4SG TPS INT.GLASS BUTYL & DESICCANT FOAM EXT. GLASS — STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS-.v POLYISO- BUTYLENE SEAL ROLL -FORMED_ STAINLESS STEEL EXT. GLASS DURASEAL® 61 SPACER GLASS -MELT BUM (�— 2.00i" I a75' Imo--- 2.000- - I I TjII -IF I 2.624' ow .a62' 2n26" lszr oaz .062• .050•--�11-- FRAME HEAD O ALUMINUM 06063T5A ALUMINUM SO63T6ALUM0NUM 1.54r .oez- T-1 9• CS) FRAME JAMB (OPERABLE) 606345ALUMINUM -3/16" NOM. SUPER 62 SPACER© NXT7/4 GLASS 10 SAsasgERAIL BOB3-TBALUMINUM DESICCANT FILL AREA 5116' NOM. \ i-SILICONESEAL XL EDGETM 63 CDArrGD t)tIJ / ,1 \IIII III/7 i `��� A�, ............ INT. GLASS P�: ' LICENSE •., (�� i 11r ; No. 58705 P f 0 - - - Y � -�:-: G '�J�rONALIIIIIE 1\�� A LYNN MILLER, P.E. P.E.05B705 ice— 1.662" —E- 4ff-7 062' B _Fl%Ep MEE7IN0 RAIL 6063-T6 ALUMINUM r1.749' .002' 11 SASHII MEE-r= RAIL 6063-TE ALUMINUM 1.6sz• 052' tom• 193' 7 HDRXEDMEEIINGRAIL 6083-TBALUMINUM r1.115• I .062' J 12 D000ONE REINFORCEMENT 6063-TB ALUMINUM Ti - 1.114" ►l .761• I j I I �r— .osa• L T .050• 11 13 SASHSTOP ADDON FLANGE 6063-TS ALUMINUM 60 6003-TOALUWNUM Revleed By: Oafe: Reunion: JR 05/05/16 B) ADDED SPACERS Rerieed W. Date: R."..! ® oeeerlptlon: BOM & PART DETAILS 1.542 —y .062 2124" Lim 4 FRAME JAMB (FIXED) 6063-TOALUMINUM .050• ---Ir .928' 1TLA OSAS1 TOP & BOTTOM RAIL 6063-76ALUMIWM PRODUCT REVISED m cemplying with dtl Flodda n CGd01HaL8i•iD 16-06 �2 P •�• D6r 2 by ML1m nde J ROSOWSKI 1070 TECHNOLOGY DRIVE 7T6e: Dora N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.O. BOX 1529 NOKOMIS: FL 34274 Sedee/Modek Swre: Sneer: DU." No. Rer. CERT. OF AUTH. #29296 HR-210 NTS 8 OF 8 MD-HR210-01 B .-4