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PRODUCT APPROVAL
3/1/2018 Florida Building Code Online ® ry 111 - RegulationBusiness & Professional BCIS Home I ,fig In I User Registration I Hot Topics I Submit Surcharye I Stats&Facts I PubAcaUons I FBC Staff I BCIS Site Map I Uph Search r "� ra Product Approval db9 USER: Public User pjgQygtBgomval Menu > PrOCuct er Agipfcafinn Search > agofc=tinn List > AppllraDon Defall SCANNED F Ll 16- BY ppf an y e e ,Blan St. Lucie County Comments Archived 0 - yc. M&nufaG rer _ P tn6a Address/Phone/Email 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heatherevans@ykkap.com Authorized Signature Hermes Norero fbc@buildingdrops.com Technical Representative Chris Moody Address/Phone/Email 332 Fretower Rd Dublin, GA 31021 (478) 277-2549 chrismoody@ykk-api.com Quality Assurance Representative Greg Hultquist Address/Phone/Email 332 Fretower Road Dublin, GA 31021 (478) 277-2515 greghultqulst@ykk-apl.com Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 _QUaknLa2&MUMEnt1tv architectural Testing, Inc., an Intertek company a i Assulanc Co tract' ' p Catson Dat i3J,3,i �Q 8 Validated By Robert J. Amoruso, P.E. Certificate of Independence Referenced Standard and Year (of Standard) J Validation Checklist - Hardcopy Received F 1�_aU—00_C01 YKK SS 2017-06-16.Ddf AAMA 501 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 https:lAvww.floddabuilding.org/prlpr app dtl.aspx?pamm=wGEVXQwtDquDEJErtOSCevlbDFkr5a[MGkO4eVOhXJHrMYrq\IwWFega/o3d%3d 1/4 3/1/2018 Florida Building Code Online TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/21/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 14218.1 YH5 50 FI Aluminum Storefront for Insulating Glass - Inside Glazed Limits of Use Installation Instructions Approved for use In HVHZ: Yes EI.1421$_R1U_11_YKK160 SS 2017-10-12.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact EL 3421$_B10_9E_PER4012 SS 2017-10-12.odf Resistance. Small missile impact glazing is identified on the FJ14219_B1UAE_YHS 5o FI, 50 FS, 50 Tu -Gasket Letter.odf Created by Independent Third Party: Yes drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.2 YHS 50 FI Aluminum Storefront for Insulating Glass - Inside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: No FL1421 A_R1U_jI_YKK165 SS 2017-10-12.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73776 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact Fi 1421fi_UD_AE_PER4127 SS 2017-10-12.odf Resistance. Small missile impact glazing is identified on the FJ14718_RIIIAE_YHc 50 EI, qO FSFS, SO Tu -Gasket Lercer.pd( Created by Independent Third Party: Yes drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. 14218.4 50 FI Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See Included drawings for design pressure tables. Aluminum Storefront for Insulating Glass - Outside Glazed Installation Instructions EL14212_E U_jj_YKK164 SS 2017-SO-12.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL1421 R_B UAE_P R4 88 q9 017-10-1 .odf FL1421$_I31UAE_YH5-50 Fi, c0 FS, 5l T L - Ga=k tt r.odf Created by Independent Third Party: Yes 14218.5 I YHS 50 FI I Missile Level E Impact Rated Aluminum Storefront for Insulatno Glass - Outside Glazed Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions EL1421$_E U_II_YKK191 SS 2ni7-10-12. odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes https://www.floridabuilding.org/prtpr app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCevIbDFkr5alMGk04eVOhXJHrMYrgVwWFeg%3d%3d 2/4 3/1/2018 Florida Building Code Online Design Pressure: N/A Evaluation Reports Other: This Approval is for Missile Level E Impact Resistance. EL342J$_UD_AE_P R4610 c odf See Included drawings for design pressure tables. FL14218 RIO—AE_YHS 50 FI, 50 FS 50 TU -Gasket Letter.mdf Created by Independent Third Party: Yes 14218.6 H50 FS Aluminum Storefront for Monolithic Glass - Outside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14218_B10_U_YKK162 SS 2017-10-12.12df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact FL1421B_R10_AE_FL14218 - YHS 50 FI FS TU - PER tGasket).pdf Resistance. Small missile impact glazing is Identified on the drawings with 1/4" tempered glass on the exterior. See FI 14218 R1Q_AE_PER4286 SS 2017-10-12 pdf included drawings for design pressure tables. Created by Independent Third Party: Yes 14218.7 YHS 50 FS Aluminum Storefront for Monolithic Glass - Outside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: No FL14218_R19_II_YKK167 55 2017-10-12.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact FL1421H_Bl➢_8E_F 1 a 18 - VHS 90 FI Fc T I - P R .(Gasket).pdf Resistance. Small missile impact glazing is Identified on the drawings with 1/4" tempered glass on the exterior. See FL14218_9II7_8E_PER4287 SS 2017-10-12.pd( included drawings for design pressure tables. Created by Independent Third Party: Yes 14218.8 YHS 50 FS Aluminum Storefront for Monolithic Glass - Inside Glazed Limits of Use Installation Instructions Approved for use In HVHZ: Yes Fi 14218_R10_II_YKK163 5S 2n17-1 n-12.mdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact FL14218_RO-AE_PER4021 SS 2017-10-12.pdf Resistance. Small missile Impact glazing Is Identified on the EL 1421$_@1Q-AE_YHS 511Fi, 50 FS, n - Ga k t tt r.odf Created by Independent Third Party: Yes drawings with 1/4" tempered glass on the exterior. See Included drawings for design pressure tables. 14218.9 YHS 50 FS Aluminum Storefront for Monolithic Glass - Inside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: No FL14218_R10_U_YKK168 SS 2017-10-12.mdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact EL14218 R14-AE_P R4130 Sc 017-10-1 .pdf Resistance. Small missile impact glazing Is Identified on the FL14218_R1ii_AE_VHS 50 Fi 50 FS, 50 TU - C'asker Letter.odf Created by Independent Third Party: Yes drawings with 1/4" tempered glass on the exterior. See Included drawings for design pressure tables. 14218.10 YHS 50 TU Thermally Broken Aluminum Storefront - Outside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14218_=—IT YKK161 SS 2017-10-12.mdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact FL14216_R10_6E_FL14218 - YHS 50 FI FS TII - PER kGasket),pdf Resistance. Small missile Impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon EL 14218_Rl0_BE_P_ER4781 SS 2017-I0-12.pdf Polyurethane for thermal brake material. See included Created by Independent Third Party: Yes drawings for design pressure tables. 14218.11 YHS 50 TU Thermally Broken Aluminum Storefront - Outside Glazed Limits of Use Installation Instructions Approved for use In HVHZ: No FL14218_R10_U_YKK166 SS 2017-10-12.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 -Impact. Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact FL1421A_610_AE_FL1 4218 - YHS 50 Fi FS TLI - PER .(Gasket)apdf Resistance. Small missile Impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon FL14218_RID_AE_P R4cF�4 �017-10=1 .pdf Polyurethane for thermal brake material. See included Created by Independent Third Party: Yes drawings for design pressure tables. 14218.12 i YHS 50 TU Thermally Broken Aluminum Storefront - Inside Glazed Limits of Use Installation Instructions Approved for use In HVHZ: Yes Fi 14218_R10_U_YKK199 c�odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 https:l/www.floddabuilding.org/prlpr app_dtl.aspx?pamm-wGEVXQwtDquDEJErtOSCevIbOFkrSaIMGk04eVOhXJHrMYrgVwWFeg%3d%3d 13/4 3/1/2018 Florida Building Code Online Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact FI 1�_B1Q_AE_PER4771 SS 207-10-12 gdf Resistance. Small missile Impact glazing is Identified on the FL14218_B14_AE_YH550 FI, S0 FS 50 Tti - reek r� I eiIaLW Created by Independent Third Party: Yes drawings with 1/4" tempered glass on the exterior. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. 14218.13 YHS 50 TU Thermally Broken Aluminum Storefront - Inside Glazed Limits of Use Installation Instnlctlons Approved for use in HVH2: No FL14218_91Q_U_YKK200 SS 2017-10-Iaodf Approved for use outside HVH2: Yes Verified By: Hermes F. Norero Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact EL14218_&U_AE_P R47Hn c ?Q17-10-19 pdL Resistance. Small missile Impact glazing Is identified on the FL14218_R0_AE_YHS 50 FT,-$O FS, 50 T - -ask t tt r df Created by Independent Third Party: Yes drawings with 1/4" tempered glass on the exterior. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. Back Nex[ contact Us:: 2601 Blair gone Road. Tallahassee R 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 59RM9h[ 7007 2013 Rate of Florida :: :: :: Refund statement Under Fbdtla law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this amity. Instead, contact the office by phone or by traditional mall. Ifyou have any questions, please contact 850.487.1395. *Pursuant to section 455.275(t), 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 emalls provided may be used for official communication with the licensee. However email addresses are public remM. 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 publie. To determine if you are a licensee under chapter 455, F.S., please click he.e Product Approval Accepts: ® ®®�^� 0 SCC(I ri ty,M ETR I CS' https://www.floddabuilding.org/pr/pr app_dtl.aspx?param= GEVXQwtDquDEJErtOSCevlbDFkr5alMGkO4eVOhXJHrMYrgVWWFeg%3d%3d 4/4 YKK AP AMERICA INC. SERIES YHS 50 FI STOREFRONT OUTSIDE GLAZED - HVHZ IMPACT RATED INSTALIATIONNOTES: 1. SEE SHEET I5&16 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM EMBEDMENTS, AND MINIMUM EDGE DISTANCES. ALLANCHOR REQUIREMENTS MUST BE ADHEREDTO.ANY DEVIATIONS FROM ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND APPROVAL 2. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. C INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN TOLERANCE OF El/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTICOR BETTER. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. T. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE CORROSION RESISTANT COATING. B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS IWO M0RTARJOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFAMRERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. IOANSTAWLTON ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A WOOD- MINIMUM SPECIFIC GRAVITY OF D.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY -CMU UNIT STRENGTH CONFORMS TO ASTM C-90, WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C4T6, MIN. GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL- MINIMUM YIELD STRENGTH OF Sfi Mi. MINIMUM 12 GA.WALLTHICKNESS. E. STEEL- MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUMIS GA. WALLTHICXNESS WISH2X WOODBACKING. F. ALUMINUM -MINIMUM I/81NCH THICK 6063-TSALUMINUM. GENERALNOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS201-94 • TAS 202-94 • TALL 203-94 • AAMA 501-05 • ASTM ESBB6-0S • ASTM E1996-06 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD FRAMING AS MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO WE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2K BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE IFSITECONDRIONSCAUSEINSTALLATIONTODEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITHTHIS DOCUMENT. SHEETS 3, 4 & 5 FOR LMIANDSMI GIASSTYPES. 6. STOREFRONT FRAME MATERIAL: ALUMINUM 6061B T. AUMUMML MATERIALS & DISSIMILAR METAUSMU BE PROTECTED,TREATED, PAINTED, COATED, AND/OR ISOLATEDAS REQUIRED INTHEAPPLICABLESECTIONS OFTHE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. 8. GLASSMEMWEREQUIREMENTS0FASTME33DOGLASS CHARTS. SEE SHEETS 3.4 & 5 FOR GIALNG DETAILS. TABLEOFCONTENTS SHEET REVISION SHEETDESCRIPHON 1 B INSTALLATION & GENERAL NOTES 2 ELEVATION &ANCHOR LAYOUT 3 D SMI GLAZING DETAILS 4 C LMI GLAZING DETAILS 5 A LMI GULLING DETAILS 6 LIGHTMUWONTABLES T MEDIUM MU WON TABLES B A HEAVYMUIUONTABLES 9 EXPANSION MULLION TABLES 10 SMI HEAVY MU LUON TABLES 11 TYPE A & B ANCHOR TABLES 12 TYPE C & D ANCHOR TABLES 13 DOOR MULLION TABLE 14 DO0R MULLION TABLES (1) 15 B VERTICAL SECTIONS& ANCHOR DESCRIPTIONS Sfi A VERTICAL SECTIONS& ANCHOR DESCRIPTIONS (1) lT p LIGHT&MEDIUM MULLIONHORIZONTALSECTIONS 18 HEAVYMUWONHORCONTALSECTIONS 19 COMPONENTS& BILL OF MATERIALS 20 COMPONENTS INSTRUCTIONS FOR USE: 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE ASCE T STANDARD. 2. SEE CHARTS ON SHEETS 3,4& S FOR DESIGN L0AD CAPACITY OF DESIRED GLASS SCE. 3. CHECK MULLION CAPACITY FOR A GWEN SPACING AND HEIGHT USING CHARTS ON SHEET$ 6, T, 8, 9 & 10 FOR STORE FRONT MULLION AND SHEETS 13 & 14 FOR DOOR MULLION, THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. 4. USING CHART ON SHEET 11& 12 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE S. THE LOWEST VALUE RESULTING FROM STEP 2.3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. YKK aPe msptTlJs YKK AP AMERICA � r♦u Pa�R�Eacw�m� •wl•MIin�1955 NY:161BIBL6T1 zs i 0 E $@ Om.o g Ym F Q t2 i T POD , P • . =w; N AL. E�G ♦♦♦♦ ]Y Low fI.IX RR� AM roL mR. or wmonunw xo 4%n FL R: FL14218 DATE: 11.18.15 DWG. BY: CHXBY: SM 4N SCALE: NTS DWG.R: YKK159 SHEET: I MAY. FRAME MAX HEIGHT A D E ]s ]s ss F I 1 16 16 1fi 84° MAX. D.LD. ABOVE HORIZONTAL M Q T I 7 16 P S .DLO lT lT 18 NESTS 6 &6 B G IS 16 C H SS lfi MAY. MULLION SPACING, SEE SHEETS ELEVATION 6.1, 8, 9, 10, 13&14 TYPICAL VHS SO FI STOREFRONT SEE SEPARATE DOOR APPROVAL FOR DOOR RATING & DETAILS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. SEE SHEETS 11 & 12 FOR QVANTRIES AND SHEETS IS & 16 FOR DESCRIPTION ANCHORS, TYPE A, B, C OR D SEE SHEETS 11 & 12 FOR QUANTRIES AND SHEETS 15 & 36 FOR DESCRIPTION YKK ap�m inspires YKK AP AMERICA naxwr«�errm cunmi Za F °s'o a H �y��3 �LL NW Fa `� LD° d� z'33ejE Oo$ iN ? < ja mm 2 � r Q a JOsES F. .FPO4 7 ' NAI. 0 FL p: FL14218 DATE: 11.18.15 SCALE: N I b DWG.R; YKK159 SHEET: /S GLASS LOAD CAPAC SF) GLASS LOAD CAPACITY(PSF) DAYLIGHTGLASSTYPESI OPENINGON) ORI G TYPER DAYLIGHT 'OPENING(IN) GN55TroFGIORI GLASS TYPEK OLD - WIDTH DLO HEIGHT M. HI LINT.(-) F%2. H) INT.- DL WIDTX DLO GHT MT. L31 ANT. 1-L EMT. L•L INT, - 2J.5 33.5 54,3]S 70.0 Bodo ]00 i].5 90.3)5 J00 900 70.0 )00 Bodo ]00 33.5 0.0 Bodo 70.0 39.S 45.5 ]00 NOT JOG 39.5 )0. JO.o 90.0 0.0 J00 ]0.0 J0.0 Bodo J0.0 45s 51.5 s].S 70.0 Bodo 70.0 51.5 70.0 JD.O 9 . Bodo J0.0 00 J0.0 900 70.0 S).5 63S 69.5 70.0 Bodo 70.0 63.5 63.4 579 BLS )4.5 6. 47.2 70.0 Bodo 694 69.5 27.5 60.3)5 70.0 Bodo 700 2).5 96.3J5' J00 90.0 J0.0 35 395 TO . 700 3.5 700 700 90.0 90.0 70 LO 70A 0,0 90.0 70.0 139.5 45.5 700 90.0 )0.0 4S.S 700 90.0 70.0 SlS J0.0 Bodo ]0.0 51.5 ]00 900 ]00 ]0.0 Bodo ]0.0 '.5].5 ]00 900 ]00 657 35 63.5 69.5 70.0 Bodo ]0.0 63.5 63< 60.5 01.5 77.0 sLJ 1 494 70.0 Bodo ]0. 5655 27.S 33S 60375 70.0 90.0 IDA 275 102.375 70.0 900 70,0 70A 90.0 ]00 93A TOO 70.0 Bodo 900 70.0 700 39.5 TOO 90.0 J0.0 39.5 45.5 51.5 70090.0 J00 45A J0.0 70.0 900 Bodo 70.0 700 700 Bodo )0.0 S1.5 97 635 ]0.0 90.0 )0.11 5).5 JoA 63.4 90A 01,5 90.0 51.] 63 81.5 63.4 63.5 69.5 63.5 81.6 63.5 27.5 109.375 700 90A 70.0 27.5 J2.3]5 70.0 Bodo 70.0 33.5 700 EGG 70.0 335 700 WD 700 39.5 700 7o0 EGG 90.0 70.0 70.0 39.5 70.0 Bodo 70.0 09.5 45.5 51.5 ]0.0 90.0 ]00 51.5 700 90.0 )00 70.0 1 90A 70. 57.5 700 661 EGG 855 57.1 s4.3 s].S 70.0 1 Bodo ]00 60.5 63.5 69.5 63A 81.5 680 Z].S 11d.3)5 1 ]00 900 70.0 SJ.9 J4.5 5).9 33.5 70.0 700 EGG 90.0 700 FOG 27.5 33.5 70.0 Bodo 700 39.5 J00 .0 J00 45.5 700 900 70.0 39S 45,S 700 Bodo JDA S1.5 70.0 70.0 90.0 900 57.1 57.1 FOG NO 70.0 57.5 5].5 70.315 JOA Bodo 70.0 I].5 120.375 J0.0 90A 70.0 5J.5 J0.0 90.0 ]00 33.5 J0.0 90.O 70.0 63.5 63A 81.5 630 38.5 JOA EGA 70.0 69.5 57.9 74.5 51.9 27.5 126.3J5 70.0 90.0 ]00 ROO ]0.0 33S J0.0 90.0 33.5 TOO 90.0 J0.0 36.5 J0.0 900 39.5 843J5]0.0 ]OA 90.0 ]DA 2J.5' 1326375 J0.0 90.0 45S SAO ]00 33.5 J0.0 EGG 177oo2Js 51.5 )0.0 Bodo TOO 34.s ]0.0 9GG 5).5 10.0 90.0 ]0.0 2J.5 138.3J5]00 ]0.0 EGG Bodo 63s 63.4 91.5 63.4 33.5 69.5 57.9 74.5 I 57.9 GLASS TYPES SMALL MISSILE IMPACT ONLY 1-5/16- OA. INSULATED LAMINATED GLASS CONSISTING OF: 1/4' TEMPERED GLASS, 1/2' AIR SPACE, 1/4' HEAT STRENGTHENED GI -ASS, 0.035" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPONT, 1/4' HEAT STRENGTHENED GLASS EXTERIOR _ INTERIOR EXTERIOR 9/]6' BITE BRE GLAZING DETAIN (DRYGLAZED) 1/4'TEMPEREDG 1/2-AIRSPACE, 1/4' HEAT STRENGTHENED G 0,060' EASTMAN SAFLEX PVB, 1/4' HEAT STRENGTHENED GLASS EXTERIOR T` INTERIOR OAYLOE OPENING DIMENSIONS: 9/16" p DAYNTE OPENING WIDTH: GLASS LI NOMINAL PANEL WIDTH -2.s BRE O DAYLOEOPENINGHEIGHT: FPAMENEIGHIT-5.625' GLAZING DETAIL K (DRY GLAZED) GLAZING DETAIL )DRY GLAZED). NOTE: GLISSCAPACGIESON THISSHEETAREBASEDON ASTM Eli W 0413 SEC GUSRI AN D CHAPTER 3] OF THE CURRENT FBCFORSQESOTHERTNAN TESTED. SETTING SLOCK DUROMETER HARDN65 OF TIF90 (SHORE A) AS REFERENCED IN CHAPTER24. SMINGBL0CKSTOSELOCATEDATl/45PAN IFNGTHFORGLSSWIDMTHAN36-ASPER CHAPTER 24. D.LO. MAY NOT EXCEED MAX DIMENSIONS IN GLA55 CHARTS FOR GLASS TYPE D.L.O. HEIGHT 1-5/16' O.A. INSULATED LAMINATED GLASS CONSISTIN60F: 1/4-TEMPERED GLASS, 1/2'AMSPACE, 1/4" HEAT STRENGTHENED GLASS, 0.060-TROSIFOL BY KUHARAY, FORMERLY KNOWN AS B=CITE BY 1 1/4' HEAT STRENGTHENER GLASS INTERIOR ALUMINUM DO%SPACER: AflOUNDTHE PERIMETER OF THEGIASS PRIMARY SEALANT: P CONDA0FSEAI.ALENE T: SECUNDARYSEAIAM: STRUCTURALSILIC NE INTENDED FOR FABRICATION OF INSULATED GLASS UNOS, 1_ D.LO. -I I- D.LO. -I Ir DIO WIDTH D.L.O. HEIGHT D.L.O. HEIGHT C1P�°"B'" D tnsp'ves YKKTAP A3MERICA Lm155 C V 2: 2 OM! YME Z p F N��AYAALESIF 3ES0 Y ///// is :O SS/ONAl6N.JS" roR 4FKr. a FURaFaAv1 .. mm FLp: FL14218 DATE: 'I L1R_15 SCALE: GLASS TYPES LARGE & SMALL MISSILE IMPACT L< -' GLASS CONSISTIU GLA$5 COPEREDM },3Y 1/0 TEMPEREDG �1/2 rAIR SPACE,' r21/A N;TOSIRENI II 11/4 8HE TSTRE . mRNRFRL"v Xunu EKTERIOR 9/16" GLASS BITE a�M m fnspues r YKK AP AMERICA 3339NWYYI6V9I.S5 �' m.lO9pmfs5 ru.la+eunemi 1-5/36" O.A. INSUITED LAMINATED GLASSCONSISTINGOF: ZA )UPONr 1/4' TEMPERED GLASS, RSPACE, :R 2 as +. 1/A'HIEATSTRENGTHENEDGIASS, pBdg3 9 I, b 1/A' HEATSTRENGTHENED GLASS UP'! INTERIOR = p i >N CORNING Tm GLAZING DETAIL E (WET GLAZED) 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/A" TEMPERED GLASS, 1/2" AIR SPACE, 1/4° HEAT STRENGTHENED GLASS, 0.090' SENTRYGIAS BY KURARAY, FORMERLY KNOWN AS SEP BY DUPONT, 1/4" HEAT STRENGTHENED GLASS INTERIOR ALUMINUM BOX SPACER: AROUND THE PERIMFRROF THECA A PWMARY SFANNr: POLVISOBU2YLENE IPIB). 25 SECANDMYSFAIANT: SR N E- SILICONE INFENDFD MR FABRICATION 9 OFINSUTATED GUSS UNITS. ULB JWU UC INILr (DRY GLAZED) GLAZING DETAILS CONTINUED ON NEXT PAGE r OIMFNSIONS: WIDTH:NEL WIDTH-2.11. HEIGHT: HT-5.625" • NOTE: 1. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13MM IS SEC GUSTS) AND CHAPTER 17 OF THE CURRENT FSC MR SIZES OTHER THAN TESTED. 2. SETTING BLOCK DUROMETER HARDNESS OF 70K) (SHORE A) AS REFERENCED IN CHAPTER 24. 3. SEIDNG BLOM TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 35-AS PER CHAPTER 24. 9. D.LO. MAVNOT EKCEEDMAXDIMENSIONS IN GLAS CHARTSFOR GLISSttPE. D.i.o D.L,.O F. 2: O 7 ' 400 �0 s'•..... ..'• Lf L OMu/. SAd 6K / W ra< owiLrrc w'r'�O6mmuS�YFI� �N FL #: FL14218 DATE: 11.18.15 DWG.BY: CHK.RY: SM HFN SCALE: NTS DWG.#: YKK159 SHEET: V J20 GLASS TYPES LARGE & SMALL MISSILE IMPACT (CONTINUED) ap.i�A YKK AP AMERICA Hoc 1.5116" O.A. INSULATED LAMINATED h E- 1-5/16" O.A. INSULATED LAM INATED GLASS CONSISTI NG OF: I/4° TEMPERED GLASS, N gqj3 GLASS CONSISTING OF: 2 o .0 1/4' TEMPERED GLASS, 1/2-AIRSPACE, 1/2-AIRSPACE, 1/49HEAT 1SENTRENGTHENEDGLA55, BY XURARAh¢ TiLL i °l ur mQTp i9sEyE 1/4°HEAT STRENGTHENED GLASS, FORMERLY KNOWN BY DUPONT,U FDRMEAT od p 0.UT5" EASTMAN VANCEVA, 1/4"HEATSTRENGTNENED GLASS STRENGTHENED xp W tn F 1/4' HEAT STRENGTHENED GLASS >. ymfi EXTERIOR INTERIOR E%TERIOR INTERIOR 2 m /a 26 DOW CORNING 26 DOW CORNING j 995 995 I Q 9/16" 9/16" REMARKS BY DATE GV55 GLASS AiBCCGDEUPOATE m Pnxx.l BRE BITE 23 ALUMINUM BOX SPACER: 23 9 AROUND THE PERIMETER OF THE GI SS. 9 �If-1f— 24 PRIMARY SEALANT: �- 24 POIYLSOBUttIfNE IPBB. GLAZING DETAIL G sEwNOAmsEAUNr: GLAZING DETAIL H^p^^N„°„= (WETGLAZED) FABRICATION oFINSULATEDGLASS Nf15, (WET GlAZEO) �•,�p1LEE II pPA 1.nuGIASSGIPACRIE50N THISSHEEFAREBASEDON ASTMEII0 3SEGGUSTS)ANDCHAPTERI7 OF ME CU RRENT FBC FOR SIZES OTHER THAN TESTED. 2. SETTING BLOCK OUROMETER HARDNESSOF 74Y90 (SHORE AI AS REFERENCED IN CHAPTER 24. 3. STIFLING BLOCKS TO BE LOCATED AT I/4 SPAN LENGTH FOR GLASS WIDER THAN 36'AS PER CHAPTER 24. 4. D.LO. MAY NOT EXCEED MAX DIMENSIONS IN GLASS CHARTS FOR GWS TYPE. FLa: FL14218 DATE: 1L1A_75 SCALE: DWG. p: YJ MULLION LOAD TABLES DESIGN LOAD CAPAOTY-PSF DESIGN LOAD CAPAOTY-PSF NOMINALDIMS. LIGHTMUWON- IAMB-11 LIGHT MI NOMINALDIMS. UGHT MB-i JAMB-ll LIGHT MUWON- Ml WIDTH W FRAME HEIGHT EAT. (�) INT. - M.B) INT.-I WIDTH IWI FRAME HEIGHT EX 0) INT.- W.0) INT. - 30 )z Soma Selo 30 33 36 39 42 45 48 51 54 57 90 50.0 50.0 33 50.0 50.0 50.0 50.0 36 50.0 50.0 5a.0 50.0 39 5DO 50.0- 50.0 Salo 43 S0.0 Salo 500 500 45 50.0 50.0 SOO solo 48 SDO 5090 s00 s00 51 Solo soma soma Salo 54 Salo SD.O solo 49.4 57 50.0 S0.0 50.0 45.9 60 50.0 1 50.0 30 33 36 39 43 45 4B 51 S4 96 Selo 500 50.0 50.0 63 solo 50.0 66 Same Solo 50.0 50.0 69 Some Selo 50.0 Solo T] Selo Selo 5..0 Selo 30 78 Salo 50.0 50.0 50.0 33 Solo 50A Solo 47.9 36 50D 50.0 Salo 45A 39 Solo Solo So.. 43.6 42 50.0 some 10 33 36 39 42 45 48 51 30E Sao SO.o 4S 49 solo 50.0 Sao 50.0 solo 50.0 Sao solo 51 SDD 50.0 solo Sao 54 50.0 solo 52.2 48.5 57 S0.0 50.0 Sao 45.E 60 50.0 50.0 50.0 1 42.4 63 50.0 Sao Soo 1 40.7 66 1 1 50.0 50.0 30 33 36 39 42 45 48 LOB SDO solo 30 84 50.0 solo SD.O 50D 33 50.0 50.0 SOD Soo 36 5a.e SOD 5D0 46fi 39 50.0 SOD Solo 431 43 50.0 solo SOD 40.3 45 5DO Solo Sao 37.8 48 50.0 51 s0.0 54 v solo 57 5a.0 60 Solo LIGHT CONFIGURATION F H AME AME IGHT 1 I I II I^ -WIT Wi T W3----1 WIDTH(W) = WE (JAMB) WIDTH(W) = W3. W3 (MULLION) LIGHT CONFIGURATION is 8 (See Page 19 of 20) Medium Head �Uae(M o fnfipiafe YKK AP AMERICA ouwx.aem�u.iwr J� �,Q-� • tip r 7 0'' xwdiHYEAA.LaLT aCYN eL )]m vA11tl u69. FC ae c oue4 QIw aW. / sa IBK QAr: R W�MJRi4 SrIO1YOFMa I%n FL M: FL14218 DATE: 11.18.15 DWG.BY: CHK. BY: SM HFN SCALE: NTS DWG.N: YKK159 SHEET: 6 MULLION LOAD TABLES Lrect SDetall eeH Heavy vy MullionM3 MEDIUM CONFIGURATION Detail on Next Page &Exclude Steel 3 3 2 DESIGN LOAD CAPACITY- PSF DESIGN TOAD CAPACITY-PSF NOMINALDIMS. MEDIUM IAMB-R MEDIUM YAMS-13 MEDIUM MUWON- M2 NDMINALDIMS. MEDIUM JAMB -I! MEDIUM IAMB d3 MEDIUM MUWON- M2 WIDTH W FRAME HEIGHT EAT.(.) INT.- W. (1) IRA - W.(3) INT.- WIDTH W fWVAE HEIGHT EI((. P) INT. - FXT. (3) INT(-I DR.I3I INT.- 30 fi0 Me 7D.0 70,0 30 70.0 70D 70.0 36 70A 70.0 70.0 36 ]0.0 70.0 70.0 42 70.0 ]D.D 70,0 42 JOD 70A 70.0 49 64 ]ao JO.D 70D 48 70D]0.D 700 70 a 70.0 70D 54 TO D 70.0 70.0 60 )0.0 J0.0 )0.0 GD IDD 700 70.0 66 n ]OD 70.0 70.0 66 70D 70.0 70.0 70.0 70.0 70.0 72 70.0 70D 70.0 3o 66 70.0 70.0 70.0 30 90 70.0 70.0 70D 36 42 70,0 70.0 70.0 36 90D 70.0 70.0 70.0 70.0 70.0 42 700 )0.0 70.D 48 70.0 70.0 JD.O 40 70.0 70M 70,0 54 )0.0 ]0.0 JD.O 54 700 70.0 700 60 70D 70.0 70.0 Go 700 JO.o 70.0 66 7 )0.0 )0.0 J00 66 ]00 J0.0 )00 ]0.0 70.0 70A R 700 67.2 60.7 30 11 70.0 70.0 70.0 30 96 70D 70.0 70.0 36 42 700 70.0 70A 36 70.0 90.0 70.0 70.0'- 70.0 70.0 42 700 70.0 700 48 70.0 70.0 700 48 ]00 70D 70D 54 70.0 70.0 70.0 54 70D 70o 70D 60 66 70.0 70.0 70.0 60 70.0 70.0 68.2 70.0 70.0 700 66 70D 64.5 62.0 72 70D 70.0 700 30 l0i 70A ]oD 70.0 30 18 70.0 70.0 10.0 36 70➢ 70.0 70.0 36 70.0 ton J00 42 70D 70.0 70A 42 ]0.0. 70.0 Jo.o 48 70D 70.0 ]O.o 40 54 70.0 JD.o 70.0 54 70.0 69.8 6z2 70M 70.0 70.0 60 70.0 62.8 60.4 60 70.0 70.0 700 3o U, 70.0 70.0 70.0 6 7 70 J0000 ) 36 ]OD 70.0 70.06 ] 70.0 42 ]0.0 ]0.0 )0.0 48 700 ]0.0 6;74 54 JO D Q.3 59.9 fi0 70.0 56.0 53.9 FRAME TT 4 D 0 MEDIUMIAMB-12 M11 E ,V .. M3 MEDIUM SILL MEDIUM HEAD �-W2+W2-}-W3-�{ WIDTH(W) a WE (JAMB) WIDTH(W) = W2 Z W3 (MULLION) 8 (See Page 19 of 20) 8 (Sea Page 19 of 20) YKK CCIPUDB(M. n insp-ues YKK AP AMERICA Im¢{{11iNA�{t nvmwi uwJ1°c TBf mli. PWMyU10 - ]f FL H: FL14218 DATE: 11-JR-IS SCALE; DWG. O: u FR HE MULLION LOAD TABLES HEAVY CONFIGURATION DESIGN WAD WACO-PSF NOM,NALOIMS. HGVYMUWDN-M3 VAUTH Ivp ,,L Dg.l•) INT.11 WE GHT 1 �W2t W3� I WIDTH(W) = W2 H W3 (MULUON) 2 a 4 3 B (See Page 19 of 20) HEAVYJAMB 4 HEAVYMULLI0N-M3 HEAVYJAMB-15 L-d' S (See Page 18 of 20) HEAVY HEAD YKKK cl. P. in�spilryre� YKK AP AMERICA JPAA,ES F. PO . * . 7 ? # �v. T irc ��0,�'••, OPF 24�. NAL E�C.00,C i I mN< [Px eaD am m FL p: FL14218 DATE: 11.1 R_15 SCALE; OWG. N: 8 SMI MULLION LOAD TABLES HEAVY CONFIGURATION FOR USE IN SMALL MISSILE IMPACT APPLICATIONS ONLY ESIGN WAD CAPACITY- PSF NOMINALOIM. HWVY MULUON-M3 WIDTH(W) HEGHT IaI INT. 1-1 71 96 70.0 90.0 69 102 >0.0 90.0 66 308 70.0 0 63 114 70.0 90. 57 60 120 20.0 70V 90.0 88.7 41 126 70.0 90.0 39 132 70.0 ROD 37 138 70.0 90.0 33 1W 90G 67.S 90.0 86.8 36 NOTE: HEAVY CONFIGURATION JAMBS ARE ANCHORED ALONG THEIR LENGTH AND THEREFORE DO NOT LIMIT DESIGN PRESSURE. 6 HEAVYJAMB-M NOTE: ALL PREVIOUSLY DETAILED MULLION CONFIGURATIONS ARE ACCEPTABLE FOR USE IN SMI CONFIGURATIONS IN ADDITION TO THE CONFIGURATION AND RATINGS SHOWN ON THIS PAGE. F EI H RA ME GHT 2 —Wl--L W2—L W3 WK ■ m inspLmreMs YKK AID AMERICA ooe�iu,aian vnu+nnrsLss Fu.Is>•ILL�L*�m. k u. h i F- o4e�E O �� p�ra SNe NC ym 2 w F Q d W2 r W3 IDTHIWI= 2 (MULLION) `\`\\\\LDS FIi1011llli T 3 l. q0. 2 1 ?*q SI"ONA1-E�\p\\ Zud1JE3Aw. %. nave A.c xo 2me m wu«e omrc we eua n� eLe rsc ITm°µ'rc emu Lose FL N: H EAVY MULLION-M3 HEAVYJAMB-JS FL14218 HEAVY CONFIGURATION DATE: 11.18.15 2 —Wl--L W2—L W3 WK ■ m inspLmreMs YKK AID AMERICA ooe�iu,aian vnu+nnrsLss Fu.Is>•ILL�L*�m. k u. h i F- o4e�E O �� p�ra SNe NC ym 2 w F Q d W2 r W3 IDTHIWI= 2 (MULLION) `\`\\\\LDS FIi1011llli T 3 l. q0. 2 1 ?*q SI"ONA1-E�\p\\ Zud1JE3Aw. %. nave A.c xo 2me m wu«e omrc we eua n� eLe rsc ITm°µ'rc emu Lose FL N: H EAVY MULLION-M3 HEAVYJAMB-JS FL14218 HEAVY CONFIGURATION DATE: 11.18.15 ANCHOR TYPE 'A & B' TABLES - 5/16" Anchor Option for 3/8" Shim Space ANCHORLOADCVACITY-0SF BIT. ♦&IRA.- ANCHORLOADCAPACIV-P6F BIT. Hl IINo. ( ANCHOR LOAD CAPACIW-PSF EKT.♦&INT.- NOMINALOIMS. ANCHORS TYPE 'A' ANCHORS TYPE'0' NOMINALOIMS, ANCHORS TYPEW ANCHORS MEW NOMINALOIMS, M'CHORS 3YPE'A ANORS CH TWE'V' WIDTH FRAME A3 A3 RA RA WIDTH FRAME HEIGHT A2 A3 A4 81 83 WIDTH FRAME A2 A3 A4 az 0NEIGNi 0.0 )20 ROD NO wo 900 900 goo 9DO 9DO "A 00 soo 9. 0 90.0 90.0 900 goo 33.0 36.0 39.0 43.0 450 48.0 s2o 4. 660' 690 20 so0 go. 0 1900 10o 900 30. 108.0 900 90. 0 00 00 330 3RD 0 O 9D0 900 .0 N0 90.0 330 900 goo 900 90.0 90.0 wo No NRO 900 90.0 90.0 .0 "'0 360 900 NO 900 90.0 NO 39.0 42.0 0.0 900 9D.0 9D0 90.0 00 ". .0 39. 9D0 90.0 POO 900 ". 900 900 900 90.0 90.0 9 0 1 900 90.0 420 829 90.0 goo 90.0 90.0 4S.0 4B0 D 90.0 9D0 goo W0 900 900 W0 450 82.1 90.0 900 90.0 9D0 90.0 900 90.0 900 00.0 900 900 9D0 480 )69 90.0 9DO 8].] 9D0 Soo 54.0 90.0 s0o 90.o 869 So.0 90.0 90.0 goo Sl0 R.4 900 goo 82 900 900 92.1 NO .0 4. 684 900 9. ]).9 900 ]p 60.0 ] 8 0 0 Bo 0 70 W.8 0.0 0 8 900 0.0 90.0 ) 0 84.E 0. 61.6 ]OR 900 630 66.0 0 0 80 00 e. 6 0 B. 0.0 9011 67.2 900 90.0 76.5 0.0 660 56.0 83,9 900 638 900 690 ]2.0 eD3 90.0 90.0 6A2 9DO 900 ]3.x 90.0 goo 114.0 90.0 0.0 90.0 90.0 00 76.9 900 8]A 616 goo 0.0 ]0.3 90. 0 900 900 900 go 90.0 300 33.0 76.0 00 NO 90.0 90.0 90.0 goo 90.0 0 90.0 90.0 900 90.0 90.0 90.0 o0 00 o0 300 330 360 90 420 Ago 4R0 0 540 520 60.0 630 60 69 11.0 96.0 90.0 ND. goo Sob 900 36.0 90.0. 900 900 900 goo goo ffi0 goo 90D 900 90.0 goo goo 390 89] 9o0 900 90.D WA 360 3 0 M& 900 900 90.0 g0.0 90.0 90.0 D. 420833 DD 0 900 900 00 goo 90.0 900 90.0 900 41.0 21.0 9D.0 90.0 IRIS 90.0 43.0 4. 0 90.0 900 .0 .0 0.0 400 ]x 0. 83.1 .0 goo 900 " 0 o0 90.0 900 9D. WO ]ex WO .0 40.0 10 9D0 90.0 WO 90.0 866 90.0 90.0 54.0 fAA 61.4 9oo 73.0 90.0 900 8. So.. 00 900 0 ... 9DO ]0 614 9D0 0 WO ]DO S4.0 SIR S>0 900 76. 900 900 60.0 S8.3 8S3 .0 66.5 SOO 90.0 897 90.0 Wo Wo 90.0 29 900 Wo 900 83.1 SM 900 3.0 555 83.3 90.0 63.3 90.0 60. 630 952 0. 69.E 0 0 ]89 900 1200 90. 0. 0. DO 0 Rt.2 �o 900 66.0 900 0.0 752 900 "a 900 9oa 900 900 90.0 960 6 )s - sflo 0. o. ]3.] 900 6.0 0. oo O.O g0. .o 1 00 8I 6 ) 0 68.fi 900 390 8 3 90.0 900 900 RO ] 0 00 R 177 R1.1 90D 65.8 9090 420 IN 9000.0d 300 330 84.0 9Do 9DD 0 90.0 900 0 00 .0 0 EDO 0oo 0 36D 4x0 4 0 480 54. ] 630 6.0 690 02.0 900 0 9 0 90 4 )39 0 00 eb 0 9 0 00 0 00 9 48 69 0.0 8 390 9oo 9D0 900 9o0 0.0 900 90a 0.0 510 6Sx 90.0 9Da 4. 90.0 90W0390 900 goo 900 900 90.0 Sao 616 9oo 9oa ]o.x 420 0 "0 90.0 goo 900 90.0 90.00050 58.3 825 900 66 00 869 0 90.0 900 900 500 554 e . 63. 48.0 30 .0 9. 900 .1S .0 .0 126 900 DO 00 0 900 -0 0. ]6] 0 D. 824f O 0. 0. goo 0 1.0 87. 90.0 )x.4 NO 0 02. 360 8]. 0 go 0 8. 0 NO 68.6 Wo 0. 783 90 81E 0 0No 63 0 0 65 90. 00 4. 410 S 0. 88 90.0 4 0 85 6 00] DO 132 0 00 00 00 90660 690 )19 90.0 920 59.3 88.9 9D.0 6]. 130 900900900900900 688 900 ]84 6. 85.0 0.0 64. 60 R39 900 900 0.0 900 RO 66.0 1 90.0 1751190.0 1 390 P.5 920 900 883 go IT 300 3340 138 900 90.0 930 900 900 87.6 900 900 900 ROD 370 70.1 900 900 890 Mo 30.0 144 1]6.9 90.0 900 90.0 9D,0 90.0 83 9 0 0.0 90.0 .0 60 900 900 R]] 900 FR, HE NCHORSTYPES: SEE SHEER 15& 16 FOR DESCRIPTION A2 = (2)ANCHORS TYPE 19 ATJAMB OR EACH SIDE OF MULLION A3 = (3)ANCHORS TYPE' A' ATJAMB OR EACH SIDE OF MULLION A4 = (4)ANCHORS TYPE' A' ATJAMB OR EACH SIDE OF MULLION B2 = (2)ANCHORS TYPE'B' ATJAMB OR EACH SIDE OF MULUON B3 = (3(ANCHORSTYPE'B'ATJAMB OR EACHSIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION 16= 6 4R-- 3' 3 3° 3' 3• 3° 3' A2, SO A3_B3 A4 F W2--{-W3--� I WIDTH(W) - Wl()AMB( WIDTH(W) - W2 1 W3 [MULLION( _YYK■KK� 0i. a in YKK AP AMERICA ZZ � T ¢ 01 2 0 c° O Ni m zR,.yE >N W j� y Po \a F R u v . T Y ","PSJONAL•�NAA��� R ORCA PmW .b G ON.S� M1 ]1Vi 1 Guinn wmu4]w r FILM FL14218 DATE 11.18.15 DWG. BY: CHK. BY: SM HFI SCALE: NTS DWG.#: YKK159 SHEET: W2--{-W3--� I WIDTH(W) - Wl()AMB( WIDTH(W) - W2 1 W3 [MULLION( _YYK■KK� 0i. a in YKK AP AMERICA ZZ � T ¢ 01 2 0 c° O Ni m zR,.yE >N W j� y Po \a F R u v . T Y ","PSJONAL•�NAA��� R ORCA PmW .b G ON.S� M1 ]1Vi 1 Guinn wmu4]w r FILM FL14218 DATE 11.18.15 DWG. BY: CHK. BY: SM HFI SCALE: NTS DWG.#: YKK159 SHEET: ANCHOR TYPE EC & W TABLES ANCHORLOADGPACITY PSF E%T. N &INT. ANCHORLOADCAPAOTY-PSF FM. N &INT. -- ANCHOR LOAD CAPACITY- PSF Ca. 01 &INT. H NOMINALDIMS. ANCHORS TO' E'C ANCHORS TYPED' NOMINAL DIMS. ANCHORS WFE'V ANCHORS TYPED' NOMINALOIMs. ANCHORS TYPE'C ANCXORSTYPE'D' WIDTH W FRAME XEIGXi 4 ❑ CA CS D2 D3 D4 WIDTH W FRAME XEIGXi C3 co G CS O2 03 D4 DS WIDTH W FRAME HEIGHT C2 C3 G CS D2 03 DI DS 300 72.0 SOLO SOLO 90,01900 90.0 9D0 9Do 300 90.0 SOLO SOLO 190.0 9o.o 90.D 910 9D0 900 N. ID8.0 e19 90.0 90.0 0. 0 SOLO 90.0 90A 33.0 W. SOLO 00 O 90.0 90.0 3.0 893 0 9.0 00 90.0 00 90.0 SOLO ]4.4 90. 0 O 3. 00 90. 90.0 SOLO 90.0 9D0 SOLO 90.0 SOLO 360 818 0.0 .0 NO 90.0 90.0 90.0 90.0 360 60.2 90.0 90.0 SOLO 76.9 SOLO 90.0 SOLO NO 42.0 900 SOLO AGO SOLO 90.0 90.0 AGO 39.0 75. SOLO NO 900 95.2 SOLO 90.0 900 39D 629 90.0 No SOLO 710 9D0 NO 90.0 827 900 NO 900 900 ROD W.0 AID 900 NO 900 79.1 SOLO W60 SOLO AID SBA 8]A 90.0 DO NO 900 90.0 ADD 450 460 B38 900 SOLD 90.0 90.0 NO 90.0 ASO SOLO 90.0 EDO .9 SOB W0 9DD ASO 54.5 9 A .O 900 61.6 900 900 900 )6.] SOLO 90.0 SOLO 86.6 90.0 90.0 Afl.O SOLO SOLO A. 69.3 90.0 00 SOLO ABD Sll )6.] 90.0 SOLO 5]] 066 90.0 SOLO 510 SAG ]3.2 SOLO 00 9D0 81.5 W0 90A 51.0 86.6 90.0 900 65.2 900 90.0 SOLO MID 48.1 ]2. NO 900 54.3 815 90.0 ND 68.2 900 0 90.0 ]6.9 90.0 G 540 81.8 0.0 SOLO 6 .6 90.0 NO 9DD 540 A5.5 663 90.0 0.0 1.3 ]6.9 SOLO 0 ). AGO W.6 0 0 0 R.9 90. 0. ].0 ). 5 59. 9] ). 43.1 64. 861 4B. ]39 90.0 0.0 61.4 goo SOLO SOLO 69.3 90.0 900 60.0 [00 ]3.6 90.0 SOLD SSA 831 90D 900 60D 40.9 61.4 81.8 900 46.2 693 90.0 NO 63.0 660 59A e)) 900 SOLO 66.0 0.0 900 63.0 J0. 90.0 A. SIR ]9.1 0.0 90.0 63.0 M. SBA )9 90. AID1660187.9 900 SSR 83J OD 00 6. 90.a SOLO 6.0 6 9 89.3 90.D A ] 5 90.0 900 fib. ]3 IR ]44 420 6 0 B39 90.0 6 0 z0 53A.060.2 SOLO SOLO 690 940 9SA 90.0 48.2 ]z.3 90.0 90.0 300 u4.D ) .5 SOLO SOLO ODD 0].5 SOLO 900 00 51.E )6 90.0 900 52] 86.6 900 )20 614 81.8 900 62 693 93.0 SOLD 33.0 ]0.5 DO 900 90.0 95 90.0 0030.0 330 Ja.O SOLO 900 900 90.0 9DD 90.D NA 300 9fi.0 90.0 900 SOLO 900 9D.0 90.0 9DD 36.0 606 SOLD 900 90.0 ]2. 00 00 00 900 00 900 900 SOLO 900 900 330 900 900 9DD 900 ROD SOLO 90.0 39D 59.6 89.4 SOLO 900 673 00 902 DO 36.0 .O 900 90.0 SOLO 90.0 900 90D 900 36,D ]6.] 90.0 900 90.0 86.6 90.0 SOLO 90.0 420 554 83.0 90.D 900 625 90.0 90.D 90.0 871 NO 900 900 900 900 90 D 390 )OB 0 0 ]. D 0 0.0 4. 1.7 A. 9 0 58.3 85 00 00 420 4. 80.9 90.0 90.0 .0 SOLO 90.D SOLD 42.0 63) 90.0 SOLO 90.0 743 .0 SOLO 90.0 48.0 48.4 ]E.] 90.0 90.0 547 82.0 SOLO 0.0 ] 5 0. 0 85.i .090. 4 0 634 900 9 0 6 3 .0 SOLO SOLD 51.0 4 6 ERA 1.5 ))R 00 900 48.0 .0 70.8 90.0 90.0 90.0 799 90.0 ND 40D S).5 863 90A 90.0 64.9 90A NO 90.0 54.0 43.1 6.6 86.1 NO 49.6 72.9 00 900 666 90G SOLD 900 75.2 ROD 510 41 8192 900 900 61. W.0 SOLO 90.0 5].O 408 61.2 816 900 460 69.E AD.0 900 SA.O ].D 62D 90.0 NO W90 710 90.D 540 51.1 76.7 9DD 90.0 5).] 866 ADD SOLO W.O 396 SAl ]J.5 NO 43.7 65.6 87.5 900 596 99.4 SOLD 90.0 6].3 SOLD 57.0 484 )2] 90.0 90.0 547 82.0 90.0 NO 63.0 369 554 739 NO 411 6L5 83.3 AGO 600 3.0 6. 9 A AD.0 O 639 9D.0 W.0 AGO 690 SOLO 00 5 ) ADO SOLO 30.0 120.0 3.6 90A 90.0 90.0 83. 900 00 SOLO S3.9 809 .O 0.0 6D9 D dG 63D 43.a 5) A» oo49 )4x o 0 669 AGO 90.0 900 ).5 90a 0. EGG 9.0 S35 )].1 NO SOLO SB.1 8)i 66.0 /.8 628 83] 900 4.2 TOR 900 00 360 614 A 0.0 00 69 900 0.0 NO 493 H. 0 900 556 83.4 69.0 40.0 600 BOLD 900 ASE 6].] SOLO SOLO 390 566 850 90.0 900 639 900 900 90.0 2. a) ) 0 ] ): e4 ) ] 0 43. SOLO bz. szb ) 9 0. A d90 0.0 90.0 NO G.0 90.0 90.0 NO 900 90.0 90.0 0.0 0.0 102.0 EGA 90.0 90.0 900 10.0 90.0 90.0 SOLO 45,D 49.1 ).6 90.0 SOLO 55.4 83.1 90.0 0.0 3.0 36.0 90.0 SOLO 0 900 SOLO 90.0 SOLO 33.0 78.8 90.0 0.0 SOLO 88.9 SOLO SOLO 9G0 ABD 460 69.0 AD.0 SOLO 1.9 ]29 90.0 DD 877 90.0 90.0 SOLO 90.0 90.0 SOLO 360 >i.i 9D.0 90.0 So.0 81. 9 0 SOLO 51.0 433 fi5.0 B6.6 SOLO 48.9 ]3.3 90.0 0.0 39.0 42.0 809 90.0 00 SOLO SOLO 90.0 SOLO 39.0 66.6 90.0 90.0 90.D ]S. SOLD 90.0 900 54.0 40.9 61A 81.8 SOLO 46. 693 90.0 90.0 751 90.0 90.0 90.0 04.0 90.0 SOLO 430 61.9 90.0 90.0 90.0 69.8 90.0 90.0 SOLO S)0 388 SB )).5 90.0 437 656 87.5 0.0 05.0 400 70.1 90.0 00.0 SOLO 79.1 90.0 SOLO 45.0 5].0 86.6 90.0 90.0 653 90.0 90.0 SOLO 60.0 36.8 553 J3.6 90.0 41.6 63.3 03.E 90.0 65790 SOLO SOLO ]42 90.0 SOLO 48.0 54.E 812 SOLO 90.D 61.E 90.0 SOLO 90.0 300 126 70.1 90.0 SOLO SOLO 79.1 SOLO ADD SOLO 51. SA.O 61. 0. 90. 69.0 0 1. ]0 ]64 00 SOLO 57.5 e. 90. SOLO 33. 638 ROD NO 0. J2. 90.0 00 00 58.4 W.] 90.0 900 66.0 AD.0 SOLO 54.0 48.1 ]3.2 900 ODD 54.3 813 90.0 900 36.0 AAA 077 90.0 9D.0 660 SOO 00 90.0 52D ADO 554 930 900 90.0 SEA AGO 90.0 57.0 456 68A 900 900 51.5 A.2 90.0 ROD 39.D 53.9 80.9 900 90.D 605 900 SOLO 90.0 52.6 78.9 .0 594 890 00 60.0 433 650 86.6 900 40. ]. 900 9DD 41 1. T). SOLO SOLD A.9 BATS 0. 90. 630 960 501 75.1 AGO 90.0 56.5 4.8 900 63.0 41.3 619 82.5 Soo 46.6 69.9 SOLO 90D NO 132 66.9 AGO 90.0 OD ).S SOLD NO W90 47.8 ]IJ 90.0 90.0 54.0 80.9 9DD 660 94 59.1 ]RB SOLO A4A 66.7 88.9 90.0 33.0 - SOD SOLO - ABA - SOLO SOLO 690 0 4S.7 686 90.0 900 AIR )).4 900 69.0 3].] S65 7S.3 9DD 42.5 639 85.0 90.1 360 55.8 "3) SOLO NO RED ROD SAO .0 43B 39.0 SITS D.2 900 900 SRI 87.2 SOLO 900 NO 336. 138 M90 NO 900 AGO 72.3 9DD 50.0 SOLO SITE 87.3 900 90.0 6S,7 90.0 NO 90.0 37.O 519 97.9 900 900 58.6 829 AD.0 900 W. 33.0 144 614 SOLO 900 900 693 900 55.8 83. go 90.0 63.0 90.0 90.0 900 36.0 51.] T6.7 90.D 90.0 1577 .6.6 SOLD 90.0 STY. Sf SHEET &1 R-I' 11CIR C2 n 'fZd'�ANCHORTwTYRE. -'SST MR R EAT!' SYDERBP [ION_ C3 = (3)ANCHORS TYPE'C' AT IAMB OR EACH SIDE OF MULLION C4 = (4)ANCHORS TYPE'C' AT JAMB OR EACH SIDE OF MULLION CS (5( ANCHORS TYPE'C' AT IAMB OR EACH SIDE OF MULLION D2 = (2)ANCHORS TYPED' AT IAMB OR EACH SIDE OF MU UON D3 (3)ANCHORS TYPED' ATIAMB OR EACH SIDE OF MULLION D4=(4)ANCHORS TYPE'0' AT IAMB OR EACH SIDE OF MULLION DS=(5)ANCHORS TYPE VAT IAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION 1µ�{µ1 ��� �I.�.� I '3 3" 3 3" 3" 3" '- ® --iiII FTF211NN11-- 1.5" 1.5' S" C3_D3 C4,_Do 3' 3, 3' 3 3°r' 3'5" CS,_DS FRAME HEIGHT i ///jj AM, Wl-�-W2-�--W3--I WIDTH(W) = Wl(JAMB) WIDTH(W) = W21W3 (MULLION) YHKK�I�m 49 a inspires VKK AP AMERICA iA 2 j ~ c��pCpA zy°gi i ❑ d-= z >O u ❑�a � �• EDW � m 2 E a � F Q a S ? * 0 ;* T P'* 44AU 'PO4.''•.� M pA. NA MAGEE w Y/4F4 EEIAO1L ]111 xac mD. a Aun4+mAm A. a4sm FL p: FL14218 DATE: 11.18.15 SCALE: DWG.N: 12 DOOR MULLION LOAD CAPACITY (ME) NOMINAL DIMS. WITHOWSTEEL RFINF. WITH STEEL REINF. WIDTH (W) FRAME HEIGHT OCT.(4) INf.I'I EKL Ie) INT.I-) 24 102 70.0 J00 700 ROD 30 70.0 "D 70.0 ROD 36 TOO 70.0 70.0 NO 42 48 700 700 700 ROD 70.0 70r0 70.0 90.0 s4 60 70.0 ]a o 70.0 90.0 70.0 70A 7TO TOO J4 208 700 700 IO.O 900 30 6 70.0 700 70.0� 90.0 JD 0 70., 90.0 42 70.0 70.0 70.0 90.0 4R JD.O ]0.0 J0.0' 90.0 54 60 )0.0 20.0 20.0 90.0 70.0 T0.0 20.0 90.0 24 124 700 700 70.0 90.0 30 70.0 70.0 70.0 W90 36 70.0 700 70.0' 900 42 4a 700 700 70.0 90.0 Jo.o 700 700 90.0 s4 60 70D Joo 70.0 NO 70.0 70.0 20.0 90.0 24 12D JOB 70.0 70.0 90.0 30 20.0 70.0 700 900 36 42 700 70.0 700 90.0 70.0 70.0 70.0 90.0 48 70.0 70.0 70.0, 90.0 69.2 69.2 ]00 90.0 H50 60 62.3 62.3 70.0' - 900 DOOR MULLION LOAD & ANCHOR TABLES ANCHOR TOTALNO. OFANUIOM REQUIRED ATDOORMULLION HEAD AND SILLBY DESIGNFRESSIRE TYPE F BOP f 170 P F ED PSF SOP F 40 PSF 10 PSF A B ] 0 ] 1 4 4 L IJ FI I I B ] 6 4 0 v BO 1 9 1 ] 6 4 WIDTH(W) = Wl ♦ W2 2 MOORTOULNO.OFANORORS E UIREDATWORMUWONHFAD SILL BYDESIGN PRESSURE TYPEAND 90 F I ao ESE 170 PSF 6 O PU P 6 R '0 LL IO 9 ] 6 S 4 I6 7 I6 4 4 DOOR MULLION DOOR MULLION WITHOUT STEEL REINFORCE MERT WRN STEEL REINFORCEMFNF FR HE YKK OUTBWIN ///--- / SEE SFPAMTE APPROVAL NE GHT ; l I n �-Wl j�W2� ... WIDTH(W) = Wl 4 W2 2 4 YKK OUTSW ING DOORS TE APPROVAL SINGLE DOOR WITH TRANSOM WIDTH(W) = Wl t W2 2 cl a I 1B IIBS YKK AP AMERICA IEI9MWYN1eW159 UUWN4EOv4433W1 M:Inp13nd935 Fu:IW91B3FNol WU _O 2 .0,,Ti Cz O) a E E No f salty Zit 0 �e i Z � F �A�`��ES F. O 'AFiAfl OhSSiONAIENG�`•` lau(1416Wa1iA. ne aiLo.4P`Proi is '�° �W�eA�Bria ti sm:'ue nnc 4V4 v.uo�A In mn FL#: FL14218 DATE: 11.18.15 DWG. BY: CHIC. BY: SM I HFN SCALE: NTS DWG.#: YKK159 SHEET: 13 DOOR MULLION LOAD & ANCHOR TABLES DOOR MU W ON LOAD CAPACITYIPSFI DOOR MULLION LOAD CAPACITY PSFI NOMINAL IN WITHOUTSTEEL REINF. WITH STEEL REINF. NDMINALDIMS. WITHOUfSTEEL REINF, WITH STEEL REINF. FRAME HEIGHT (IN.) DOORPANEL WIDTH-Wl RN.) SIDEDTE WIDTH-W2 (IN.) EKI.I3) IM.I-I M. IA INT. I-) FRAME HEIGHT (IN.) OOORPANEL WIDTH-Wl (IN.) SIDEUTE WIDTH-W2 (IN.) EXT.(.) INT, I -I W,(1) INT, I-) 96 36 30 ]OD TOO ]DA 90.0 320 36 30 '69.9 69.9 ]DD 90.0 36 YOU 700 70O 90.0 36 66,2 66.2 ]0.0 90.0 42 70.0 70.0 70.0 900 42 62.9 62.9 ]0.0 90.0 48 70D 70.0 T00 90.0 4B 59.0 59.8 ]OD 90.0 42 30 70.0 70.0 700 BAD 42 30 62.R 62.8 ]00 90.0 36 700 70.0 70.0 90D 35 59.8 5.8 ]00 90.0 42 90,0 700 70.0 900 42 59.1 5].1 ]00 90.0 40 70.D 7D.0 ]OD BOB 4B 5].1 5].1 ]0D BOO 40 3D 70.0 70.0 70.0 90.0 48 30 S].1 5]. ]OD 90.0 36 70.0 ]D.0 ]0.0 90.0 36 51.1 5] 1 ]OD 90.0 42 ]0,0 TD.O 70.0 BUD 42 5].l 5].1 ]OA 90.0 49 70,0 70.0 70.0 90.0 44 521 5].1 ]0A ROG 102 36 30 ]00 ]OD 70.0 90.0 36 - 200 7010 700 SOD 42 ]0.0 ]DO 70,0 90.0 48 ]OD 70.0 70.0 SOD 42 30 ]D.0 700 ]00 90.0 3fi ]0.0 70.0 70.0 90.0 42 ]0.0 700 70,0 90,0 48 ]0.0 700 70.0 90.0 30 ]D.0 700 70.0 90.0 42 ]A.o ]OD ]O.o 90.0 Aa ]0.0 ]0.0 ]0.0 sO.D 108 36 30 ]D.o AD ]00 ROD 36 ]DA ]OD no BOG 42 ]0.0 ]0.0 ]0,0 90.0 4a ]..0 ROD TD.D 900 42 30 ]0.0 ]0.0 ]0.0 90.0 36 ]OA ]0.0 ]0.0 90.0 42 ]00 ]0.0 ]0.0 90.0 48 ]0.0 ]0.0 ]0.0 90.0 48 3D ]0.0 ]0.D ]O.0 9D.0 36 ]0.0 ]D.0 ]D.0 90.0 42 ]0.0 ]0D 0.0 900 48 5].1 57.1 70.0 ADD 114 36 39 70D 700 70.0 90.0 36 70.0 70.0 700 9010 42 70.0 ]O.D 70.0 90.0 4B 698 69A 700 90.0 42 3D 70.0 70,0 70.0 9010 36 69.8 69.8 70.0 90.0 42 66.6 66.6 70.0 90.0 48 63.6 636 70.0 ROO 40 3D 66.6 666 70.0 90.0 36 63.6 636 70.0 900 42 57.1 57.1 70.0 90.0 48 57.1 57.1 70.0 90.0 116 7 14 DOOR MULLION DOOR MULLION WUHOVT STEEL REINFORCEMENT WDHAEEL REINFORCEMEM FRAME HEIGHT ANCHOR TOTALNO. OF ANCHORS REQUIRED AT DOOR MULLION HMO AND SILL BY DESIGN PRESSURE TYPE 90PSF I..Pll5 0ISF rTPSF MPIFTIQPIF A 10 9 9 ] 5 4 B A C 15 13 It 1 IB 1 a 1 ] 5 0 13 12 10 1 9 1 ] 1 6 5 DOUBLE DOOR WITH TRANSOM YKK apo,�m 0 IIISPBBS YKK AP AMERICA RN,H.Y.I WPUR Px:l4]BH]A�au�Ax:larzlntima 2� 2 Cyf'4 0 PC 66-- 0:4 0 Ur 03p $ Z >N O ZE g $ mm. Z O F Q n �• .NSF/: T '••,• Y P' 2RrW! �A'A�S`.S�ONA� ANC. Jam` Le L MM.S- YM I Sb UM65 & M1 1%W FL O: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DwG. O: YKK159 SHEET: OF 20 wu ymwvnn' MIN. EDGE MIN. EDGE DISTANCE, BYOTHERS DISTANCE, SEE SPECS BELOW ON ANCHOR, �{ SEE SPECS BELOW EE SBELOW TYPICAL STEEL OR ALUM. CAULK B EEN {I INSTALLATION STRUCTURE, ly:; .:_1. ANCHOR, SEE /MASONRY; °+:' MIN. EMBEDMENT, SPECS BELOW BY OTHERS, SEE SPECS BUCK DY OTHERS....Ip. SEE SPECS BELOW MIN. BELOW IXWOOD BUCK -I 2X WOOD BUCKS OR EMBED.,SEE TYPICAL BYOTHERS SPECS BELOW INSTALLATION WOOD STRUCTURE EXTERIOR FINISH 1 BY OTHERS ANCHOR, SEE BY OTHERS SPECS BELOW 3/8"MA%. SHIM PERIMETER PERIMETERSEALARS L FORWANCHORS, BYOTHERS 1/4'MAX. SHIM TREMCO SPECTREM 2 FOR Y4"ANCHORS SILICON SEAL 6 SEE G W21NG OVER ALLANCHORS OPTIONS SHEETS &S O.A. FRAME EXTERIOR INTERN HEIGHT VERTICAL SECTION HEAD-CONCRETE/MASONRY W/]%BUCK LIGHTCONFIGURATION GI/3ZING SSHEETS 3,4&S EXTERIOR MIN. EDGE DISTANCE, MI N.3 THREADS PENETRATION SEALANT PERIMETER 'BYOTHERS 3/8°MAX. SHIM SEALANT BYOTHERS 3/8"MAX. SHIM 6 FOR Y16" ANCHORS, FOR %," ANCHORS, 1/4"MAX. SHIM 6 1/4"MAX. SHIM TREMCO SPECTREM 2 FOR Y4"ANCHORS SILICON SEAL FORY4"ANCHORS EXTERIOR OVERALLANCHORS INTERIOR EXTERIOR INTERIOR rD-� VERTICAL SECTION rE-I\ VERTICAL SECTION HMO- WOOD FRAMING \ TYPICALINSTALLATION NERD -METAL SUBSTRATE TYPICALINSTAUATION I MANHDRIZ. SPAN I'•m —mo.+m. MAX OAIGN LOANS DESIGN LOADS SHOWN ABOVEARE BASED ON MAX. GLASS AREA ABOVE HORIZONTAL, FOR SIZES SMALLER VAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY. g VERTICAL SECTION HORIZONTAL MEMBER O.A. SEE GLAZING FRAME OPTIONS SH EETS HEIGHT 3,4 & 5 EXTERIOR INTERIOR g 1 TREMCO SPECTREM 2 SILICON SEAL 12 3/8"MAX. SHIM OVER ALLANCHORS FOR M,*' ANCHORS, 3/e" DIA W EEPS TWO PER 1/4" MAX. SHIM LOE AT B"FROM EACH FOR SY4"ANCHORS VERTICAL PERIMETERSEALANT BY OTHERS t MIN. EMBEDMENT, TYPICAL INSTALL. ANCHOR, SEE "�'i'•.'. •I;-i ::. SEE SPECS AT RIGHT SPECS AT RIGHT CONCRETE/MASONRY�� MIN. EDGE DIST.,•� BYOTHERS SEE SPECS AT RIGHT VERTICAL SECTION SILL- DIRER TO CONCREEE/MASONRY LIGHT CONFIGURATION YHS 50 FI ANCHOR TYPES . SUBSTRATE MIN. MIN, ANCHORffiE NOR UfSCRIPTION REQUIREMENTS EMOEDMEM EDGE DISTANCE NOTES 5/16'°DI0.T, IBYxW CONCRETE AT HOAD, SILLORIAMBSFC- 13/4' 3° FOR USE fy=1 51 IFu=II5 X51, I 3000 PSI MIN. THROUGH spy°°Dw.VLo.9RACON Br FI 0UBUBCMK%BYX OBDHOLUhVAILED A Ruq]]RSI, Fy=155 NSII CNATIAMBS F'M= 1" 3' OTHERS p51 MlN. 5/]6"' DIA. ULTRACON BY ELCO MIN. S.G.• WOOD Ll/I' 1' - Iiw17701, Tp155 NS11 STEEL 22 GA. MIN. THREE STEELIN 5/1G°DIA.SOF-DRILLING FN36NSI MIN. READS 3/4' CONTARWITH ALUM.TOBE B SCREWS(GRADE 5) AWM.U8"'MIN. PEN TION C063-T5MIN. PAST L STRUCNRI PIATEDOR PAINTED ]/4' DIA. TAPMN BY HW GONCRETEATHFAD, SILLORIAMBSf'C• ld/4' 3- 1' FORUSE (Fu=2Z51(SI,f 1CO NSR 30.0 PSI MIN. THROUGH IONALlK OR 1/4°DIA. ULTMCON BY ROD CADHOLLOW/FILLED 'BY C (Fu=1]]61,Tp155 NSI) eLOCNATIAMBS F'M= 2�PSIMIN. Y3/4' 2-1/V m 1/4°0IA.ULTMCONGY fICO MIN. S.G.=055 WOOD Idp' 1' - Ou-n]KSLr mPSB STEEL: 12 GA. MIN, 3THREADS STEEL IN EDNTACT WITH 0 1/4'DM. SEW DRILLING Fp3601MIN. PENURATION 3/4" AWM. TO BE SCREWS AWM.:1/B MIN. PAST METAL PIATEDOR fi06}TS MIN: STRUCTURE PAINTED 1/4'DIA. SET DRILLING 18 W. MIN. STEEL 1-1/2' IN 1-IN E SCHEWS(GMOES) STUD, FYv33 FERMIN. WOOD WOOD _ WNH WOOG MCNING ap.lzit' YKK AP AMERICA * 7 ''ZXZiss/ONAI.01."V��C Dw1 azwL FL ]IWi rmE inn. v Alnxaeu]nx x> vne FL 4: FL14218 DATE: 11-19.15 s ALE: NTS D YKK159 BV OTHERS MIN. EDGE DIS ANCE, TYPICALINSTALLATION ANCHOR SEE SPECSBELOW SEE SPECS BELOW CAULK BETWEEN CONCRETE/MASONRY&]X .3 '•'� WOOD BUCK BY OTHERS MIN.EMBEDMENI A SEESPECSBELOW IXWOOD BUCK BY OTHERS EXTERIOR FINISH BV OTHERS PERIMETER SEALANTBY BRIERY', OTHERS TREMCO SPECTREM 2 5 SILICON SEAL OVERALLANCHORS 8 SEE GLAZING OPTIONSSHE O.A. 3,4&5 FRAME EXTERIOR INTERIOR HEIGHT F VERTICAL SECTION HEAD -CONCRETE MASONRYW ]%BUCK [[AyEA C4 . GIRPATION lx NCMHfZ MIN. EDGE DISTANCE,YHK SEE SPECS BELOW fllll TYPICAL MIN. MIN. EDGE DISTANCE, .w+ UDaI ity EMBED., SEE STEEL O0. ALUM. ■ ® IDBPIIBB' INSTALLATION SEE SPECS BELOW ANCHOR,SEE SPECS BELOW STRUCTURE, SPECS BELOW BY OTHERS, SEE SPECS VKK AP AMERICA BELOW IUMHAE01 4411%L W000 BUCKS OR TYPICAL vxyonzn ass NV:B NV.l DOD STRURURE INSTALLATION MIN. 3 THREADS BY OTHERS ANCHOR,SEE PENETRATION z SPECS BELOW PERIMETER H i nE �d SEALANT 15 PERIMETER 15 ti o 0 y y p g BY OTHERS SEALANT Z E o: B 3/8"MAX. SHIM BY OTHERS 3/8"MAX. SHIM Cz m 0 8 FOR%,"ANCHORS, FOR W ANCHORS, ow a' is_ k4 1/4"MAX. SHIM 8 3/4"MA%.SHIM IS, TREMCO SPECTREM 2 FOR Y,'ANCHORS FOR %"ANCHORS i j$ SILICON SEAL EXTERIOR OVERALLANCHORS INTERIOR EXTERIOR INTERIOR z m m m VERTICAL SECTION VERTICAL SECTION d <� HEAD-WOODFRAMING HEAD -METAL SUBSTRATE F R TYPICAL INSTALLATION TYPICAL INSTALLATION SEE GLAZING ANSI J.IGV UJAUS IOH ILIaImn1ALA5 F... OPTIONS SHEETS MAX XOa2, SPAN tOVEGLMSHEIGHi MWY DESIGN LOAC 3,4 & 5 ABOVEHORII. q _0 W 57 L22' TOPSF EP 1. 53 PSF 1(J DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. GLASS EXTERIOR AREA ABOVE HORIZONTAL FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY. G VERTICAL SECTION NORIZONTALMEMBER O.A. SEE GLAZING FRAME OPTIONS SHEETS HEIGHT 3,4 & 5 EXTERIOR INTERIOR q 13 TREMCO SPECH EM 2 SILICON SEAL OVERALLANCHORS 14 jg` AX ifil FE74, N� ORS, /8" CIA WEEPS TWO PER is 4° M SA LITE AT 8"FROM EACH FO y VERTICAL PERIMETER SEALANT BY OTHERS TYPICAL INSTALL. ANCHOR, SEE ° ,. ,//�//// P+• 1i .- MIN. EMBEDMENT, SEE SPECS AT RIGHT SPIT/MAS NRY CONCRETE/MASONRY MIN. EDGE DIST. BY OTHERS SEE SPECS AT RIGHT /R\ VERTICAL SECTION ANCHORTYPE ANCHOR DESCRIPTION SBRArt MIN. EDGE NOTES REQUUI0.ESTMEN15 EMBEDMENT DISTANCE DI TAPCON BY NW CONCRETE AT HEAD, SILL OR LAMBS PC. 1-3/4' 3" FOR USE LF-125 KSI, FN100 (VI3ECO PSI MIN. THROUGH L90 HOLLOW/FILLED OPTIONALI% BUCKS, BY OR 5/16"' DIA. ULTMCON BY ELM A ( 1 .1, F1- 55 KSII BLOCKATIAMBS F'M= 3000 PSI MIN. 1' 3" OTHERS 5/16" DIX ULTRACON BY OCO MIN, SG, •B.SS W000 1.1/E" 1' (Fu-1]3 KSI, F,155 KH) STEEL: 12 GA. MIN., THREE STEEL IN 5/16-DA SGUADRILLING fy-36 KSI MIN. THREADS 3/4" CONTACSWITI ALUM. TO BE B SCRFWSLGMOE S) ALUM.PENETRATION 6063-TS M-TSMMIN., IN. pASi METAL PIATFDOR V}^ IA♦ ngvR 1y {FMl S KSI,(YmTIG'Y56 R ]IAj g1AULIX AG2yttBWELCA R 'VAG'S S C+ {.WHRE1OWl LLL FYN A%12M®S%M'-J PNMAO a }• A®p4k }t}3M wR TwM -"h STEEL I2 GAMIN., 3THREAO5 COHD p 14'OM. SFIf-DRIWNG Fy36 KSIMIN. PENCTSRI 3/9" A SCRFWSLGMOE SI ALUM:1/B"'MIN., PAST MEtAL 6063-iS MIN. STRUCHIPF 1/4°DIA. SFDDNWNG 38GA.MIN.1-M2•IN 1I F SCREWS LGRADE 51 STUD. Ey=33 KSI MIN. WOOD WODD WHH WDDD BACEING '°° `op°vn eEiaL ti awo: FVZ RAZ. Lf WMCrtZIM1 W iWM FL a: FL14218 DATE: 11.1 R_ 15 SCALE: DWG. a: 16 i INTERIOR SEE GLAZING OPTIONS F SHEETS 3, 4 &5 BY OTHERS PERIMETER SEAIANT� BY OTHERS EK WOOD BUCK 7 BYOTHERS •, CAULK BETWEEN ' WOODAND_-' CONCRETE/MASONRY .',. BY OTHERS ; PERIMETERSEALANT BY OTHERS EXTERIOR FINISH��, y BY OTHERS INTERIOR INTERIOR SEE GLAZING OPTIONS IEETS 3,4 &� SEE GLAZING OPTIONSSHEETS 3,4 & 5 INTERIOR FINISH BYOTHERS �PERIMETERSEAIANT BYOTHERS _-CONCRETE/MASONRY BYOTHERS •—+—PERIMETER SEALANT BY OTHERS EXTERIOR EXTERIOR EXTERIOR IIF�- O.A. FRAME WIDTH � f— O.A. FRAME WIDTH L HORIZONTAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION 7 JAMB - CONCRETE/MASONRYW/VEIUCK VERTICALMULLION JAMB- DIRER TO CONCRETE/MASONRY UGHT CONFIGURATION UGHT CONFIGURATION LIGHT CONFIGURATION BYOTHERS INTERIOR FINISH— BYOTHERS ,. PERIMETER SEAUINT� BYOTHERS ! 1K WOOD BUCK__ BYOTHERS CAULK BETWEEN WOOD ANDS CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT—� BYOTHERS INTERIOR SEE GLAZING OPTIONS SHEETS 3,4 5 EXTERIOR BUCK INTERIOR EXTERIOR INTERIOR SEE GUkVNG OPTIONS -� IEETS 3,4&s EXTERIOR INTERIOR FINISH BYOTHERS PERIMETER SEALANT .' BYOTHERS CONCRETE/MASONRY '.:�.'. BYOTHERS —+—PERI METER SEAIANT BY OTHERS EXTERIOR FINISH BYOTHERS INTERIOR EXTERIOR HORIZONTAL SECTIO_ N VERTICAL F%PANSION MULLION clP.J'pJl,�e D YKKAPAMERICA ¢nxwuazr aNrswumz IN:IBmRna555 iM:16RIBLENI Z- 0 dQ KE 2 0 aN � o 0 s jR �mm � / F ¢ a LB LB O�IW.. 4M I SV rec aRc v wz�x�' u msm FL q: FL14218 DATE: 11.18.15 SCALE: DWG. R: 17 MIN. EMBEDMENT, 1%WOODBUCK SEE SPECS, SHEETS I5&16 MIN. EMBEDMENT, BY OTHERS INTERIOR INTERIOR INTERIOR SEE SPECS, SHEETS 15&16 SEE GLAZING CONCRETE/MASONRY SEE GLAZING SEE GLAZING OPTIONS SHEETS BY OTHEflS OPTIONS —SF OPTIONS INTERIOR FINISH INTERIOR FINISH EET53,4&5 SHEETS 3,4&5 BY OTHERS BY OTHERS PERIMETERSEALANT PERIMETER SEALANT BY OTHERS BYOTHERS SEE SEPARATE APPR CAULK BETWEEN WOOD & TYP. INSTALLATION rr FOR DOOR RATINGS CONCRETE/MASONRY ANCHOR,SEE �uEtaRi BY OTHERS SHEETS 15 & 16 _ — 1-7 ^ v— CONC� 6 MIN. EDGE ANCHOR, MASONRY MIN. EDGE �� DISTANCE, SEE SHEETS BYOTHERS DISTANCE, SEE 15&16 PERIMETER �— SHEETS IS&I6 PERIMETER TS15& SEALANT SHEET515&16 SHEETS15& ___ SEALANT BYOTHERS BY OTHERS 6 0 T 3 1 S.61 F 4 16 J y EXTERIOR FINISH V : EXTERIOR FINISH BY OTHERS EXTERIOR EXTERIOR EXTERIOR _ BYOTHERS 3/8"MAX. SHIM 3/8"MA%. SHIM FOR %," ANCHORS, FOR %6" ANCHORS, 1/4"MAX. SHIM O.A.FRAMEWIDTH �, O.A.FRAMEWIDTH 1/4"MAX. SHIM FOR Ya" ANCHORS FOR Ya" ANCHORS HORIZONTAL SECTION HORIZONTAL SECTION l l ► URIZpNTAL IEC1 ON /p\HORIZONTAL SECTION IAMB-CONCRETE/MASONRY W/1%3UCK VERIICALMULLION 1 F IAMB' 01R6CT1T0 CONCRCWMASONR"qw DOOR IAMB MULUON HEAW CONFIGURATION HEAW CONFIGUTATION MEAVYEONPIGURA 40N YKK mw ry v �IBPITBS' YKK AP AMERICA ,x:1.�eltn �559 fuulbnp3cm� W N 0 2 O LLT '^ Z� [ 6¢AR4@ NW r U"S3X�d4 2i� yl s m 2 � ve c ouaR euwu3W va cart mv*: of � im, rm vve FL M: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS OWG.R: YKK159 SHEET: O OF 20 • .w REM NO. PART NUMBER DESCRIPTION MATERIAL 1 E2-0 3 WHT MULUON/3AMB&HEAW MMB (BUTS 2 E9 SS SHALLOW POCXET FILLER 6063-75 3 EM665 HFAWMUWON 6063-T5 4 E9ANS6 OEEPPOCKETFILLFR 6,06345 5 E9,0614 FLUSH FILLER 6063-T5 6 E9M62 UGMHEADORHEAWIAMB 6063-TS 7 El-MNQ HEAWMUWON REINFORCEMENT STEEL 8 EMS! HEAVY HEAD/MEOIUMMMB 696}T5 9 E9L658 GLASSSTOP 6063-T5 10 EM653 HORIZONTAL MEMBER 6063-T5 33 ETAN. NEW SILL wb6 T5 11 E9-0625 LIGHT SILL FLASHING 6063 TS 13 ES0652 HEAW SILL M%6 T5 14 E90619 HEAW SILL FLASHING 606}TS 15 E90657 SNAP IN COVER W6}T5 16 E9L504 DOOR MULLION 60B3-TS 17 E90688 FEMALE EXPANSION MULLION W6345 1B E9U6B9 MALE EXPANSION MULLION 6W3-35 19 — EXPANSION MUWON REINFORCEMENT STEEL 23 E2C084 INTERIOR GLAZING SPACER PCEPOM 24 EZ-0 S SETTING BLOCK EPDM 25 EZMeB. INTERIOR GV ING MUSKET EPDM Z6 E2fAB3 FRTERMRGLAZING.F. EPDM 27 E90654 MEDNM MU WON/3AMB ROBB TS 0.090" 5.000" l- �-50" HEAVY MULLION 3 6063-TS 0.188" 4.500" L1.500" MULLION REINFORCEMENT OHEAVY STEEL 0.0]9" L 3.898 1.750"" I �y 1.390" POCKET FILLER ODEEP 6063-TS Use Part #8 - E9.0651 5.000" Y 2.500" ry� 0.078" �{ 0.079" /�0„ L 1.750" 3.898" �99" LIGHT MULLION/JAMB & HEAW JAMB 6063-TS I4 0.085" 2.500' OHEAVY HEAD/MEDIUM IAMB 6063-TS T0.063" L 1.496"I T3.8190" OFLUSH FILLER 6063-TS LF0.047" 1.311" 1.429" 1.630" I � O 6063- GLASS STOP S OSHALLOW POCKET FILLER 6063-TS 0.0]9" 5.000"0" I— 2.50W �� HEAVY JAMB & LIGHT HEAD 6063 TTS 10 HORIZONTAL MEMBER 6063-T5 YHR apIro IR$piRSJ YKK AP AMERICA i .0 * 7 ;* :p0)".'• AA IFS/ONAU S°° mim CMR&iiSIX.BLUE IWE.VMTHEM FL R: FL14218 DATE: 11.18.15 ow SM cHKHFN SCALE: NTS DWG.N: YKK159 SHEET: �g LIGHTSILL 6063-TS 3.898"� 0.886" 0.0]9" 16 SNAP IN COVER 6063-TS I 4.000" —IF— 0.125" 19 EXPANSION MULLION REINF. STEEL 0.M 0.0]9" .500° 2.500" 6.969" LIGHT SILL FLASHING 6063-T5 o.1s]" 5.000" 0.094" 2.5W" 16 DOOR MULLION 6063-T5 Use Part #3 - E9.0665 u.191 1.o0o^ 0.091" I �I I— 2.500" — MEDIUM MULLION/JAMB 6063-TS 13 HEAVY SILL 6063-TS 281" J MULLION 0.125" 0.063" 2.500' 5.252" 14 HEAVY SILL FLASHING 6063-TS 7— 0.091" 5.000" MALE EXPANSION MULLION 6063-TS YKK a R." YKK AP AMERICA oueu�ucu w� X6OA m. �anpnacss su:)cn)ue[ms N li 2�yg E 56 N 2 �6GR OyVa2e N� 6o 293;3'2 =t o$" > V JP � m m > 2 w a o � ¢ d F. we ou°""w �. rt6ieOnoi'� ran vn. a wmowusws w sane FL #: FL14218 DATE. 11.18.15 DWGSM CHXHFN SCALE: NTS DWG.#: YKK159 SHEET: 20 nA\\ 39B EasfDania Beach Blvd. BUILDING DROPS Suite33.8 Dania Beach, 33004A Perfect Solution In Every Drop 954478 PH Certificate otAuthorixatlon: 29978 954.744..744.4738 FX contact@buildingdrops.com Product Evaluation Report Of YKK AP America, Inc. Series "YHS 50 Fl" Outside Glazed Aluminum Storefront System HVHZ Impact Rated for Florida Product Approval FL# FL14218 Report No. 4289 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Panel Walls Sub -Category: Storefronts Product: YHS 50 Fl Storefront System Material: Aluminum 6063-TS Product Dimensions: See installation instructions, YKK159 Prepared For: YKK AP America, Inc. 332 Firetower Road Dublin, GA 31021 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 04/20/2016 Contents: Evaluation Report Pages l-4 QBUILDING DROPS FL#: FL14218 A Perfect Solution In Every Drop Date: 04/20/2016 Certificate of Authorization: 29578 Report No: 4289 Manufacturer: YKKAP America, Inc. Product Category: Panel Walls Product Sub -Category: Storefronts Compliance Method: State Product Approval Method (1)(d) Product Name: Series "YHS 50 Fl" Outside Glazed Aluminum Storefront System Scope: This is a Product Evaluation Report Issued by Hermes F. Norero, P.E. (FL # 73778) for YKK AP America, Inc. based on Method Id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation -Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. See Installation Instructions YKK1S9, signed and sealed by Hermes F. Norero, P.E. (FL If 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does no require an Impact resistant covering. 4. Site conditions that deviate from the details of drawing YKK359 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions YKK359 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 -s QBUILDING DROPS FL#: FL14218 A Perfect Solution In Every Drop Date: 04/20/2016 Certificate of Authorization: 29578 Report No: 4289 Quality Assurance: The manufacturer has demonstrated compliance of manufacture of products in accordance with the Current Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural Tatting, Inc. (FBC Organization #: QUA 1844). Performance Standards: The product described herein has been tested per: • AAMA 501-05 • TAS 201-94 - • TAS 202-94 • TAS 203-94 • ASTM E1886-05 • ASTM E1996-06 Referenced Data: 1. Product Testing performed by Architectural Testing,Inc. -Tampa (FBC Organization #TSf4311) Report #: E4885.01401-18, Report Date: 11/05/15 Report #: E4890.01-401-18, Report Date: 11/05/15 Signing Engineer: Justin P. McDonald, P.E. # 77438 2. Product Testing performed by Architectural Testing,Inc.— Lithia Springs (FBC Organization # TST3892) Report#: E8971.07-550-18, Report Date: 11/04/15 Report #: E8971.02-550-18, Report Date: 11/09/15 - Report #: E8971.03-550-18, Report Date: 11/05/15 Signing Engineer: Justin P. McDonald, P.E. # 77438 3. Product Testing performed by Hurricane Testing laboratory Report#: 0231-1203-08, Report Date: 07/13/09 Report M 0231-1007-08, Report Date: 05/07/09 Report#: 0231-0601-01, Report Date: 08/02/01 Signing Engineer: Vinu J. Abraham, P.E. # 53820 4. Product Testing performed by American Test Lab of South Florida, Inc. (FBC Organization # TST3782) Report#: 0802.01-06, Report Date: 11/16/06 Signing Engineer: Henry Hattem, P.E. 00014373 S. Material Certification Miami -Dade County Notice of Acceptance Kuraray America Inc (Previously Dupont) SentryGlas lnterlayer Trosifol PVB lnterlayer Hermes F. Norem, P.E. _ Florida No. 73778 Page 3 of 4 QBUILDING DROPS FL*: FL14218 A Perfect Solution In Every Drop Date: 04/20/2016 Certif me of Authorization: 29578 Report No: 4289 Referenced Data (continued): Installation: 6. Material Certification Miami -Dade County Notice of Acceptance Eastman Chemical Company Saflex CP (Vanceva Composites) PVB Interlayer Refer to Installation Instructions (YKK359) for anchor spacing and more details of the Installation requirements. Design Pressure: Refer to Installation Instructions (YKK159) for design pressures based on size, configuration, and glass types. Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. YKK AP has tested their products to the following test standard edition(s): 1) ASTM E283 2) ASTM E331 3) ASTM E330 4) TAS 202-94 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) AAMA 501-05 After review of the above mentioned referenced standards and editions, it has been found that the results and tests carried out meet the requirements for compliance with AAMA 501-05. All referenced standards have been found to be equivalent. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 1/15/2018 Florida Building Code Online Business: & Professional R•r aCis Home I Log In I user Registration Hot TRpi¢ Submit Suod alge slats a Facts Puburations Fac Stan acts Sit. Map Links Seanb Aorida El ProductApproval a USER: PubEC User rp ; Protivrt AnnmveI Menu > Pmn,,, nr lnngorion se,,rh > Anolic•nnn I ist> Application Detail Comments Archived ❑ Product Manufacturer YKK AP America Address/Phone/Emil 1229 Hwy 441 Bypass Dublin, GA 31021 (678) 838-6044 heathemvans@ykkap.com Authorised Signature Hennes Noreen fbc@buildingdmps.com Technical Representative Chris Moody Address/Phone/Emil 332 Fretower Rd Dublin, GA 31021 (478) 277-2549 chrismody@ykk-api.com Quality Assurance Representative Greg Hultqulst Address/Phone/Emil 332 Firetower Road Dublin, GA 31021 (478) 277-2515 gmghultquist@ykk-apl.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Nam who developed the Herms F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Architectural Testing, Inc. Yraet a Datc 1i 3 2019 Vancratect By wcKe BDw en �- Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 http:/Aw fixidabLdlding.ag/pr/pr ppp O.aspx?pararrF=wGEVXQvADqLgqu2vP/o2bnFg000J1KGoOEfGnGhl94p/o2bsgijZUy9ASMtGVAa/o3dP/o3d 1/2 +w 1/152018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/16/2017 Date Validated 06/16/2017 Date Pending FBC Approval 06/21/2017 Date Approved 08/08/2017 Sr.ummary I L. Mo'del,W—UM aW-46111101006es'eliptiorr 35H 4z. a nd. maa r Q art Limits -of Use ]rtstailat, In Ins[IVctions APprovetl Pgrusi lfr HVHZ e3 F - Approvid for use t, Idc HV1ix• es Irmpacl Resistint:..e V8 K H€m1Cs F u PIE. F nd P E. 73778 aced lndepandgnx nua Pa;tY: as DC319n,PreaSnre: - V21nitIOR Reports Ot Se. U a a t Drav 'ford .+gn pressure d:,pend11 an Cfeita6 tndi� erN H— —.._. Y 16554.2 35 H 35 H large Missile (Level E) Impact Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL165S4 R5 11 YKK1 S7 SS 2017-06-16.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norem, P.E. FL PE No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +90/-90 Evaluation Reports Other. Large Missile Impact Rated for Risk Category N - Essential F1 I65S4 RS AF PFR4899 55 2017-06-16.odf Facilities or Structures Created by Independent Third Party: Yes 16554.3 50 H 50 H Large Missile (LevelE) Impact Limits of Use Installation Instructions Approved for use In HVHZ: Yes FI 16SS4 RS II VKK148 55 017-06-16.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norem, P.E. FL PE No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +90/-90 Evaluation Reports Other: Large Missile Impact Rated for Risk Category N - Essential Fl 16c 4 RS AF P R490055 017-06-16.odf Facilities or Structures Created by Independent Third Party: Yes 16554.4 50 H 50 H Large and Small Missile Irtpact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI 16S94 R5 IT YKK021 SS 2017-06-16.ndf Approved for use outside HVHZ: Yes Verified By: Hennes; F. Norem, P.E. Florida P.E. #73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: WA Evaluation Reports Other. See Installation Drawings for design pressure depending F 1655q R5 AF P R4874 SS 2017-06-I6.odf on glass types and missile irtpact ratings. Created by Independent Third Party: Yes Back Nevt "am, l ie :: 3fin1 fllair Ctnnw CnxA. TalbM1aeean GI iJ399 Phone- 850,487-1814 The State of Florida Is an AA/EEO employer ronv c 2007-701fl Stale of Glonna. ;; PnVaev Statement :: Accassihnity Statement :: Refund Statement Under Florio lay, email addresses are public records. If you do not vent your e-mail address released in response to a public-mcords request, do not send electronic mail to this entity. Instead, contact the office by phone or by tradillonal mall. If you have any questions, please contact 850.487.1395. *Pursuant W Section 455.275(1), Flonda Statutes, eneRive, October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department aria an small address if they have one. The emala provided may be used for omdal communication With rue licensee. Hovaver email addresses are public record. If you do not Wsh W supply a personal address, please provide the Department With an email address Midi can be made available to the public. To determine If you are a 4mnsee under Chapter 455, F.S., please click hem . Product Approval Accepts: ®®®_Q_= Credit Card Safe hltp:lhw,wfloridaWidirg.aglpr/pr_app rill.aspX7para%%(3EVXOw4Dglgqu2APlo2bnFg000J1KGoOEfGnGhl94%2bsgnjZU)9ASMtGVAo/3d%3d 02 INSTALLATION NOTES: ' 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER Of INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/21NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE WIG. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S). MAKIMUMALLOWABLESHIMSTAC10TOBE3/8 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PIASTICOR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING USE 014 WOOD SCREWSOFSUFNOENTLENGTHTOACHIEVE 11/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR INSTALLATION THROUGH M BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1141NCH DIAMETER TILO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE I1/4INN MINIMUM EMBEDMENT. T. FOR INSTALLATION THROUGH METAL FRAME USE 1141NCH DMM£T£RSEIF-FAPPWGSCBEW OF SUFFICIENT LENGTH TO ACHIEVE3 THREADS MINIMUM PENETRATION BEYOND METAL FRAMESUBSTRATE. B. FOR INSTALLATION THROUGH ALUMINUM MULLION USE I/41NCH DIAMETER SEI TAPPJNGSCREW OF SUFFICIENT LENGTH TO ACHIEVE THREADS MINIMUM PENETRATION BEYOND ALUMINUM FRAME SUBSTRATE. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMIIEDTOSTNCCO, FOAM, BRICK VENEER, AND SIFTING. lGINSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE CORROSION RESISTANT COATING. ll.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL Of BLOCK. 12ANSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 13.I11STALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH ME FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSNE STRENGTH OF 3000 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM 090,GRADE N, TYPE 1(OR GREATER) WITH MINIMUM COMPRESSIVE STRENGTH OF 200O PSI. D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUMIS GA. WALLTHICKNESS. E. ALUMINUM -MINIMUM I/I6 INCH THICK 6063-T5 ALUMINUM. YKK AP AMERICA INC. SERIES 35H ALUMINUM OUTSWING ENTRANCE DOOR (IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TA5201-94 • TAS 202-94 • TAS 203 94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY. ZX FRAMING AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO ME FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 21 BUCKS )WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO ME STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC SUE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM ME REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER 0R ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVESYSTEM IS NOT REQUIRED ON THIS PRODUCTIN AREAS REQUIRING IMPACTRESISTANCE 6. DOOR FRAME MATERIAL: ALUMINUM 60G3-T5 T. ALL STRUCTURAL MATERIALS& DISSIMILAR METALS SHALL BE PROTECTED,TREATED,PAIWED,COATED,AND/ORISOIATEDAS REQUIRED IN THE APPUCABLE SECTIONS OFTHE CURRENT FWFUDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 130DRM GLASS CHARTS. SEE SHEET 13 & 14 FOR GLUING DETAILS. 9. DOOR CONFIGURATIONS MAY UTILIZE BUTT HINGES AS DESCRIBED HEREIN OR CONTINUOUS HINGES INTERCHANGEABLY. 20. ALLOWABLE CONFIGURATIONS: X (SINGLE DOOR) OR XK (DOUBLE DOOR) WITH OR WITHOUT TRANSOMS. TABLEOFCONTEHIS SHEET SHEETDESCRIPTION 1 INSTALLATION & GENERAL NOTES 2 ELEVATIONS1 3 EIEVATIONS2 3.1 ELEVATIONS 4 ANCHOR LAYOUTS& QUALIFIED HINGE ASSEMBLIES 5 VERTICAL SECTIONS 6 VERTICAL SECTIONS T VERTICAL SECTIONS 3& THRESHOLD WATER& DP LIM. 8 HORIZONTAL SECTIONS 9 HORIZONTAL SECTORS 10 HORIZONTALNERTICAL SECTIONS 11 CURTAINWALL INSTALLATION& DOOR CORNER DETAILS 12 FFUMECORNERDETAILS 13 GLAZING DETAILS 14 GRAZING DETAILS 2 IS COMPONENTS& BILL OF MATERIALS 16 COMPONENTS(1) 1T COMPONENTS(2) DESIGN PRESSURE TABLE GLAZINGTYPES MM. D.L.O. SIZE MAX. DP IMPACTRATING A, B.0 38.75'X 82.75' HO/AO PSI LMI&SMI Al, BE, Cl 38.75-X 82.75' •70/-90 PSI LMI&SMI D,E 32.81'X82J5" 4D/-60 PSF LMI&SMI DI, E3 32.81'X&2.75- 40/-50 PSF LMI&SMI F, G,H 38.75'X 82.75' K014)0 PST SMI F1,G1 38.75'X 92]5" 90/-90 PSI SMI C, C1 32A4'X 100.81' •91)/-90PSF LMI&SMI NOTE: 1. LMI- LARGE MISSILE IMPACT HATED 2. SMI- SMALL MISSILE IMPACT RATED 3. SEE SHEETS I2& 13 FOR GLAZING DETAILS 4. SEE SHEET524 FOR LIMITATIONS ON DESIGN PRESSURE BASED ON SIZE AND LOCKING HARDWARE "K � clP insPL2 s IDA PAMMGINL. M RROM ER ROAD OYDYN.GFORGI) Ptt3413N N'SSa3 MI6]R1I o m ? S s $g a S 0 ym �DO W N DO b Do u2 F ym. ZQDg C DS a � 2 0 En 6 ,R DO DO //m�Tl m i a ^ r °ems°. * a.�Ni% �o.' � pppp��fEi1 YYi� y # PR�L♦♦� m ... I m F m 2 it 3� iDO LaNlz O [3 U DWG R: YKK020 SHEET: 1 QFI F HE MAX. RAVE AM FRE WIDTH 34- MAX. 381' MAX. D.L.O. WIDTH D.L.O. WIDTH FF B 5 / \ \ 2] 823" MAX. HELD. O\ B \ HEIGHT 9 8 27' IGHT LL A\4° 27` 5 \ / 75- A fLEU'ATION STANDA '5=P(NNTLOCK S FI HE FHAMEWIDTH 32,J" MAX. 32jj" MAX. D.L.O. WIDTH D.L.O. WIDTH B C S \ '21.27' F 1 9 \ ISF" U P 27' AME c IGHT 924/ A 27 5 \ 7g ELEVATION C SINGLE POINT WITH FLUSHBOLTS -ELEVATOYA- �(ZUAUNEt)LOCKINGHARDWAP,E' IOE8IGALP,RESSUREI q M6 RlTi 'IA90 T 54015 ANpIAS'0;B F A D80 OA9 BOL PS �ApAMs RtTO%,l 83P� ADAMS RITE MS MO WITH M54015AND MS Q16 TOP AND BOTTOM BOLTS +70/.WPSF ADAMS RITE MS 2180 ELEVATION B QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGENT8900 RIM PANICWITH REMOVABLE MULLION /-60 PSF VON DUPRIN 98/99 SERIES RIM PANIC WITH REMOVABLEMUWON +50/-50 PSF VON DUPRIN 33A/35A SERIES RIM PANIC WITH REMOVABLEMUWON SARGENT B500 RIM PANIC WITH REMOVABLE MULLION +/. 60 PSF CORBIN RUSSWIN EM200 RIM MIT DEVICE WITH REMOVABLEMUWON YALE 72SOM EXIT DEVICE WITH REMOVABLE MULLION NOTE: RIM PANIC EXIT DEVICES I AIR/WATERRATERTHRESHOLD. NOTES: INFILTRATION OVABLE MU WONARE NOT FOR USE WITH LD IS UTILIZED, MAM. DOOR T099J/8". SEE OETAR 0, BASEDON ELEVATION C QUALIFIED LOCKING HARDWARE I DESIGN PRESSURE SI NGLE POINT MS 1850 ON ACTIVE WI7H FLUSHBOLTS /-50 PSF INACTIVE ELEVATION D QUALIFIED LOCKING HARDWARE DESIGN PRESSURE FALCON DOR-O-MATIC 1490/-60 PSF VON DUPRIN 9947F CVR EXIT DEVICE W/3/16'SHIM BETWEEN DOOR & DEVICE /-50 PSF 82j- MAX. D.LO. e^12 HEIGHT MAX. FRAME HEIGHT A FF HE 89° MAX. FRAME WIDTH 32f'36° MAY I -j 321-J' MAX. D.LO.WIDTH D.LO.WIDTH \ ELEVATION B RIM PANIC WITH REMOVABLE MULLION FRAME WIDTH 3211° MAX. 321l" MAX. D.LO.WIDTH D.LO. WIDTH 98, \ D.L.O. D.L.O. r \ 27' HEIGHT / O \ 9 82" IAX AVE U N 9 8 27 IGHT 27' 6 \ ]8. ELEVATION D I CONCEALED VERTICAL ROD Lu u 0 -i >< 2 a c a E u "EST° 2 oF18 101" MAX. 101° MAX �1 FRAMEWIDTH 38f" MA%. 38jt" MAX, "K D.L.O. WIDTH D.LO.WIDTH �P. IRa SPIRS vxxnvuaLxip pmc B C mDnxrowx mo \ ouauN.sTowulLm� 82° 5 ELEVATION P�xw0masxv R14mI83B6PJl MAX. L Q\ QUALIFIED LOCKING HARDWARE DESIGN PRESSURE HEIGHT 0 9 \ DOR-0-MATIC2390 MID -PANEL EXIT DEVICE +70/.90PSF E0 m zc 9 8" NOTES: n ? 0 0 MAX. U P 1) WHEN AIRAVATER THRESHOLD O UIIUZED, MAIL DOOR F FRAME 9 B FRAME HEIGHTMAYINCREASET099-7/B•.SEEDETAILD, NE N O O�" HEIGHTLL 1 PAGESANDDEAILK,PAGE7., 2ISINGLE AND DOUBLE DOORS ARE QUALIGIEDSUCH THAT @ oug� \ , SINGLE DOOR UTILIZES HARDWARE FROM ACTIVE DOOR to m PANEL15 g 3) ADDIOONAL QUALIFIED PANEL CONFIGURATIONS CAN w 33A 'Y w ¢ a R BE FOUND ON PAGE 4. NO Q m� 4)SEE SHEET7 DESIGN PRESSURE UMRARONS BASED ON w W m g 5 WATER INFILTRATION REQUIREMENTS. 'NOTEA Iq TIGMTTHflE5NOl0 (ITEM p13I MAY BE USED IN LIEU OF m v n P/WATERTHRESHOLD WHENUTIUZEDWRHCONCEALEDVERTICAL ELEVATION F ELEVATION E ooD M Es o MID -PANEL EXIT DEVICE -+ � [CVRIEXITDEVIG_ NOTE: HARDWARE FABRICATION LOCATION ON m 5 A-b4 Ma+. ELEVATION F IS 40" FROM BOTTOM OF DOOR SOl° MA%. A CH D( G U€9IG 2SUfi REGARDLESS OF WHICH THRESHOLD IS USED. � w 0 GG FRAME WIDTH89'4 8 "N0. Z < ¢ 94j' MAX. D.LO. WIDTH A . M5. { AM MAR O Z c FRAME WIDTH Ln O - a 34" MAX. 3 8" MAX. i •ELLVATIONG NOTES: D.LO. WIDTH D.LO. WIDTH z j p 18a"MA%. 1. FORTRANSOM MULLON DETAILS/9. lL U w F D.LO. 388°MAX. T 388 MAR A MAK. DESIGN PRESSURE NOT TO EXCEED PSF WHEN MONC-LAMI IS 1. to ¢ < HEIGHT D.LO. WIDTH 9 D.LO.WIDTH GURZINGSARE UTILIZED(MULL OEM# S1I. 2 O w Z B. DESIGN PRESSURE NOTTO EXCEED.70/-70 PSF WHEN INSULATED vYai W LAMINATED OWINGS ARE UTULIZED (MULL REM# 52). H 8" C. LESSER DESIGN PRESSURE OF THOSE STATED ABOVE (LA &LEI OR THOSE m m FOUND ON SHELF I SHALL GOVERN. 33" Y U 5 SS 9 9 \\ 2. FOR TRANSOM MULLION DETAIL SI/9. Z ¢ Ip V 27" A MAX. DESIGN PRESSURE NOTTO EXCEED+70/-70 PSF WHEN MON6WAI ,,,,,,,,33 L Q GLADNGSARE UTILIZED (MULL TEM# 61). 1`^7" AA 7A, P 9 \ B. DESIGN PRESSURE NOTTO EXCEED+70/-90 PSF WHEN INSULATED MAX. `VNV �p•i#83��A� 82-g LAMINATED GIAZINGS ARE UTILIZED(MULL ITEM#62). D.L.O. MAX. LI P C. LESSER DESIGN PRESSURE OFTHOSE STATED ABOVE I2A&2.BI ORTHOSE EIGHT p•' D.LO. FOUND ONSHEET I SHALL GOVERN. t 33' q H • 27' A9,AX. LL . @1MAX. 4 3. LESSER DESIGN PRESSURE OF THAT SHOWN IN TABLE ABOVE, OR THAT INDICATED F. dFRAME IN CORRESPONDING TABLE FOR HARDWARE SHALL GOVERN.HEIGHT \ / _42y' 4 -4 SHALLGOVERINMAX.SZEOFASSEMBLYZES FOR A GWEN .AA55EMRYJSSTONOTINDICATED IN LEXCEIOONSA-f&I27" DIMENSIONS AS SHOWN INELLVATIONG. 33" ELEVATION Hm p Z 781" QUALIFIED LOCKING HARDWARE DESIGN PRESSURE'7! i O o uZ ADAMS RITE Mi 1850 WITH MS ADIS AND MS 4016/yO PSF 8DWG N: TOPANDBOTTOM BOLTS.DOUBLE DUORW FI TRANSOM ADAMS RITE MS 18B0. +90/-90 PSF L'�L. YKKO2O 5T NDARD.I-PDINTLDGK SHEET:3 OF1$ ELEVATION EDUAUFIEDLOCKING HARDWARE DESIGN PflESSUPESARGFNT8400 NR IXRDNICEFIRSTCHOICE3690NRIXITDNICE+/-90PSF�.DO$;OTwWTtC#3491GVi!EXi&F OOR-0-MA71C 1690NR IXIT D FPAMF WIDTH 398"MA%.398"MAXD.LO.WIDTHO.L.O.WIDTH LMA%.27° D.LO.HEIGHTMA%.27°FAMEIGHTO.HEI 0v0 9 M FR HEI FI H J7" MAX. FRAME WIDTH 3/lfi° MAX. 24 3/16" MA%. D.LO 24 L.WIDTH D.L.O. WIDTH ' RJR I�I 9 \ ICI v [D Lo o v WIE GHT I iMAX L ivv n ELEVATION I CVR EXIT DEVICE 4 "I FRAME WIDTH 27I° MAX. 2715 MAX. D.L.O. WIDTH D.L.O. WIDTH R F V \ 6 to / R X 31' 9 SO 2 AMIAXMAX . GMT MAX D.L.O. 8 % 10 V P 9 B 31' HEIGHT E 39q 31 7' ELEVATION K I RIM PANIC WITH REMOVABLE MULLION ELEVATION I QUALIFIED LOCKING HARDWARE DESIGN PRESSURE VON DUPRIN 334700NOEMED VERPGLROD mi. PEP — ELEVATION 1 QUALIFIED LOCKING HARDWARE DESIGN PRESSURE FEEIEVATIONSMFR I FORALLOWABLE LOCKINJ NAROWARESYSTEMS NOTTO EXCEED301H0 PSF ELEVATION K QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGEE85DJRIM PANTCIRIMREWWROMMUWON A/-17PM VON UUPNN98/995ERIESRIM PANICWON REMOYABIEMMWON /,3A7PW VON DUPRIN MA/35ASIDIE5RIMPANICWITH REMWABLEMUWON MRGEM85W RIM PANIC WRHREMOVARIEM IWON �/. A3.3PEF -11EENWIDAR NEM3MNMfXff O&NF WRH OY REMAR. MM WON YA.RD4 EXRTDEVICFWITHREMOVARLEMULUON ELEVATION L DESIGN QUALIFIED LOCKING HARDWARE PRESSURE SARGETRSGGRIM PANIC WRN REMOVABLE MULLION N.53.3PSF VON OMPNN 93/R95ERIES RIM PANIC WRH REMONABIE MUWON ./-aePSF VON DUPRIN BOX/ 35A SERIES RIM PANIC WHIN REMOVARUMULLION SARGENT 8500RIM PANIC WITH REMOVABLE MULLION ./.533PSF CORBIIM04AINE04300NMWTDOWWRH REMOWBIE MULLION lA.l7 OMDMD—EWITHREMOVABLEMULUON NOTES: 3)WHEN A04WATERTHRESHOLDIS UTILIZED, MADE. DOOR FRAMEHEIGHTMAY INCRFASETO F 91-71r.SEE DETAILD, PAGE 5 AND DETAIL K PAGE 7. H ZI SINGLEAND DOUBLE DOORSAPE QUALIFIED SUCH THATSINGLE DOOR UTILIZES HARDWARE FROMACTVE DOOR PANEL 3) ADDITIONAL QUALIFIED PANEL CONFIGURATIONS CAN BE FOUND ON PAGE 4. 4)SEE SHEET 7 DESIGN PRESSURE LIMITATIONS BASED ON WATER INFILTRATON REQUIREMENTS. "NOTE. MR TGHT THRESHO LD (ITEM 413) MAY BE USED IN UEU OF AU BWATER TKRESH 0 W WHEN UTIUUD WITH CONCEALED VERTICAL ROD DEVICES 121 MP FRA 89" MAX. FRAME WIDTH 82j" MAX, D.L.O. WIDTH— T__F I T 301q" MAX. q EIGHT 318" MAX. I...I 34" MAX. 1 D.L.O. WIDTH Io.L.O. WIDTH \ 4io, 421" / A 5 \ / ELEVATION J DOUBLE DOOR WITH TRANSOM i FRAME WIDTH 30111j" MAX. 30$" MAX D.LO. WIDTH O.L.O. WIDTH 8 F V / 6 f0 F 29' l R R X 9 to MAX. 341" D.L.O. U P N%. HEIGHT 9 8 29' AME IGHT 39 29, E W 7$ ELEVATION L I RIM PANIC WITH REMOVABLE MULLION YKK mmik lMAPANGXA Nc 333 NREFOWM ROAD ouauNGEauullwz rHHlgzn-xsas relPlNnR4m3 f0AD io Jae r� o pi4' C u,w a cai om6 w� m z9m W3 c 9a a mwo s yo L ei ti N n Q n � O hI H O ul s tL F 1— y3 W o 0 Z 0 < O Z O Z O O f _O LLf u O =1 u Duo y30o m Z F ¢ U Q Y Z L! d 77"C C3 s1-,m 5z TTF •!41" MAX. ° 3,�_ 313°FROM 3��-3.3„3„ 3 �I CORNERS 52"MAX. WIT T IT TIT T FROM CORNERS 132"MAX. 3" 3" / \ � O.C. / \ FROM CENTER / \ OF DOOR \ / QUALIFIED HINGE ASSEMBLIES BUTTHINGF 'YOURI<I MCEIxxEVitl)I< 101'E981/3• KBF90PSF 9U THINGE5 PER 000R IEAF ONE pl ROTON ZOO HD CONTINUOUS HINGE CONTINUOUS GENREO HINGE PER 101•R9R VT' AF90 PSF OCGR IEAF ONE III RSElECT 37HD COMINUOUSHINGE CONTINUOUS GEARED HINGE PER 101•E9B l/2" 90 PSF DOOR V. RION PIVOT HINGES IN AT TOP. PIVOT M-19 AT INTERMEDIATE,& 101'.981/3" MA1/.90ISE q"MAX. FROM CORNERS b �3" b � 8" MAX. b b b b 132' MAX. O.C. 64" MAX. FROM CENTER OF ODOR SJ"MAX. FROM CORNERS •••NOTE: IF DOOR HEIGHT IS LESS THAN 90" AND DOOR WIDTH IS EQUALTO OR LESS THAN 36",THEN ONE INTERMEDIATE BUTT HINGE AT MIDSPAN IS REQUIRED BETWEEN TOP , BOTTOM BUTT HINGES •TWO (I) LESS ANCHORS ARE REQUIRED AT SILL FOR DESIGN PRESSURES OF x/-60 PSF OR LESS. 9 QUALIFIED PANEL mKl CONFIGURATIONS �p rl �1o1"�I LnsIt I. E11 .(EO'AHP DUREN, 0EG0.4"..I vx:w9lxnasas vclmnaseazl / \ 9 0 #g 981" Oxw \\ w2 OAR IQ W; a? a oa< �0 =o� JO O i mA, MIDRAILS �']^ ,EE C, N F'x EE �. z m g � g w� Q a 0 o N Z = ° 2o < = w LJJ o _ w ONi E a 3 g z s x, Y U d CROSS RAILS MIDRAILS WITH AIR/WATER THRESHOLD 4 OF 1/2" MIN. EDGE DISTANCE IN. 6063-T5 ALUMINUM NUNNOR CURTAINWALL FRA L4NDER SEPARATE APPROVAL PERIMETER SEAl0N7 BY OTHE 2" 1/4" SELF -TAPPING INSTALLATION SCREW 3 THREADS OF MIN. r PENETRATION BEYOND II ALUMINUM STRUCTURE f 3/8" MAX. SHIM SPACE 1/2"MIN. EDGE DISTANCE MIN. 18 GA. STEEL STUD BY OTHERS SHEATHING BY OTHERS 1/4" SELF -TAPPING INSTALLATION SCREW 3 THREADS OF MIN. r PENETRATION BEYOND I STEEL STRUCTURE BYOTHERS II 11 II SHIM SPACE D.A. u O A DOOR 56 DOOR 6 HEIGHT HEIGHT ,7�� �8 5" SEE G EXTERIOR INTERIOR OPTIONS SHEET I3&14 SEE GLAZING 1 S7 OPTIONS SHEET 13&14 EXTERIOR INTERIOR g VERTICAL SECTION C VERTICAL SECTION 5 NEAD-ALUMINUM MULUON 5 OHCC NEAD OPT ONAU-STEELSTUD SEE GLAZING 7 SEE GLAZING OPTIONS OPTIONS ST SHEET 13&14 SHEET 13814 1" EXTERIOR INTERIOR EXTERIOR INTERIOR O.A. DOOR Standard Hom Rail PHSMS HEIGHT Z16 SS B" B" T3�� O.A. /2" FHSMS1366DOOR B"HEIGHT14 HOLD ASSSEMBLY TO BED PER MANUFACTURERS15CTIONS8 K PERIMETER 16 X.SEALANT PBYMIN.EXTERIOR FINISH EMBEDMENT CONCRETE/MASONRY f - v '.` 4"MIN.BYOTHERS EDMENT BY OTHERSj' 2%WOOD FRAME :..: 914W OD SCREW I '.'• _ BY OTHERS - INSTALLATION ANCHOR 21/2"MIN. EDGE 1 3/4" MIN. DISTANCE TTTT�^�III 1/4" ITW TAPCON EDGE DI JRTICAL SECTION VERTICAL SECTIONINSTALLATIONSDREW "K ap. Q118iv m B1SJ711&S vvvnvunvar EINC CA. .EEEN vaaam .top.a VM: r<]913]] 15<9ofY:16181038Em1 f m0 R po zm .3"S �i u>m E a o �m `0� E Vim= �N = s m =am p ¢ m�o S p .. ei !J m is z p oa Z 4 O z 2 p N 0 3 m IJJ V p Jj � y Z o m a � Y U O Q m 1/4" NW TAPCON INSTALLATION SCREW SEE GLAZING `/�' _ �6� 11/4'MIN. 'NOTE: MIDRAIL SHALL BE AT OPTIONS ■ • • EMBEDMENT MINIMUM 63/I6". SEE SHEET FOR SHEET 138,14 58 0118(ID�" P '�). "'• L''• 3/8"MAX. ALLOWABLE 2X2"CROSS RAIL 57 INSPRDB SHIM SPACE DETAILS, YKKAP WEXIG iNC. 6NNGrom66YWER NM EXTERIOR INTERIOR YBII332 vml M I6]61 "9 9 2I6]BIR (Ol 22" (3) -HMS I/4-20%S/8 o f w m gg 12 g?^ B n z e 3 a qx it 1/4-200 X5/8 EXTERIOR INTERIOR 60 zzzuzzz a5 o im'm^ 56 0 IILjS�]jl�� �3,� N E � O�LL o m � II CA u DOOR HEIGHT 4 er- SEED GLAZINGN of EXTERIOR INTERIOR OPTIONS S W m z OVABLE MULLION SEE IL R, PAGE9 59 SHEET33&14 58 0 n m m o X 1 57 S] ] m SEE GLAZING ti OPTIONS o .. SHEET I3&1 VERTICAL SECTION VERTICAL SECTION VERTICAL SECTION m ' 6 G READ-CONCRETE/MASONRY 6 6'MIDRAIL 6 MID-PANGLEXTAItW� W REMOVABLE MULLION SEE GLAZING SEE GLAZING N Z o o EXTERIOR �199 INTERIOR OPTIONS EXTERIOR OPTIONS INTERIOR a z w 1� SHEET I3&14 SHEET I3&14 2 O �6 w 57 �N i REMOVABLE MULLION 57 W u o SEE DETAIL R, PAGE9 REMOVABLE MULLION wo w i SEE DETAIL R, PAGE 9 >< O.A. m ¢ DOOR MIN. Y HEIGHT (2)1/4" SS HILT[ KWIK BOLT 3 ANCHORS MIN. "16 OR(2)3/8' SS HILTI KWIK BOLT 3 ANCHORS THROUGH MULUON BRACKET "16° (2)3/8"LAG SCREW INSTALLATION ANCHORS JI z < m 55 MIN. 15/8" EMBEDMENT MIN 21/2"EDGE DISTANCE 55 THROUGH MULLION BRACKET MIN. 11/2"EMBEDMENT I.�_n iL 213n. 4.p MIN. 1" EDGE DISTANCE 13 SHIM MAX, 13 r SHIM SPACE IM MA%' 1 11/4"MIN. 5 SPACE EMBEDMENT 1%WOOD BUCK � � EMBEDMENT 1/2"MIN. OPTIONAL BY OTHERS CONCRETE/MASONRY BYOTHERS'r" 21/2" MIN. EDGE 1/4" ITW TAPCON DISTANCE INSTALLATION SCREW E VERTICAL SECTION 6 SILL-CONCRETE/MASONRY REMOVABLE MULLION 2%WOOD BUCK E DMENT BY OTHERS CONCRETE/MASONRY BYOTHERS 3/4"MIN. EDGE. N14WOODSCREW DISTANCE INSTALLATION ANCHOR VERTICAL SECTION \6 SILL-2RWOODBUCKSILL-2XWOODBUCK REMOVABLE MULLION it 3i is sz c o u )WZ,IL wM amami-ill HRESHOID WATER INFILTRATION _ND DESIGN m PRESSURE LIMI ATIONS a ,n. �. X v [cm s w xa u,4y syor .1;l :YLeiw T�4�i7tLEN� rw�plWez��.Nin[:rw�Ymw Un n+nx ]vammXeYAlanerrormFecc stirs 'U� ��Y'� XFNSMRIIIII< �XhXfD u I I65W 13.. 3 57 45 4° 12" EMERIDR O.A. DOOR HEIGHT 735^ SHEET 138,14 INTERIOR ETE/MASONRY 11/4" MIN. BY OTHERS • EMBEDMENT 41 21/2" MIN. EDGE^� • , DISTANCE INSTALLATION SCREW VERTICAL SECTION 7 SILL- CONCRETE/MASONRY STACKED BOTTOM MIL INTERIOR SEE GLAZING 57 OPTIONS 67 SHEET 13 & 14 EXTERIOR INTERIOR 67 57 SEE GLAZING OPTIONS SHEET I3&14 EXTERIOR VERTICAL SECTION HORIZONTAL SECTION 7 21/2° CROSS RAIL 7 21/2' CROSS RAIL 1" 7 63 4" O.A. DOOR HEIGHT 2� EXTERIOR 736 SS 14 IS 1.y1. 16 1X WOOD BUCK OPTIONAL BY OTHEIIS CONCRETE/MASONRY OPTIONS SHEET 1304 INTERIOR 914 X 1/2" PHSMS TYPE 'AB" 010 X 1/2" FHSMS TYPE"AB" THRESHOLD ASSSEMBLY TO BE SEALED PER MANUFACTURERS INSTRUCTIONS 3/8° MAX. SHIM SPACE 1 1/4"MIN. EMBEDMENT I 1/2" MIN. EDGE DISTANCE INSTALLATION SCREW VERTICAL SECTION 7 SILL-IK/CONCRETE/MASONRY STACKED BOTTOM HAIL LL � t ¢ffi ..* PP�Ypo m o ioZ F i i g Z 3 u n 0 0 )WG R: YKK020 ;HEE7: 7 OF 9 O 11/4° MIN. EMBEDMENT CONCRETE/MASONRY ScU WOOD BUCK BY OTHERS -• IX WOOD BUCK- - '^' BY OTHERS 2112" MIN. EDGE DISTAANCE 1/4" FH NUI TATA+ PCON �`/7� INSTALLATION SCREW / ,I 3/8" MAX. I I^ SHIMSPACE INTERIOR 7 32 3L �16 32 8 16 22' 4u° O.A.EXTERIOR DOOR WIDTH BYOTHERS L HORIZONTAL SECTION JAMB- CONCRETE/MASONRY 3/8° MAX. 11SHIM SPACE EMBEDMENEDMEN T F30) INTERIOR SCREW INSTALLATION ANCHOR- ZX WOOD FRAME BY OTHERS 3/4" MIN. EDGE DISTANCE f U EXTERIOR S SHEATHING BY O.A. OTHERS DOOR EXTERIOR FINISH WIDTH BY OTHERS 7 PERIMETER SEALANT /HORIZONTAL SECTION BY OTHERS 0 o IAMNTI NUO FRAME CONNNDODSHINGE 3 THREADS OF MIN. 3/B° MAX. PENETRATION BEYOND _ SHIM SPACE STEELSTRUCTURE INTERIOR MIN. IS GA. ap auardy 30 STEELSTUD insphe BY OTHERS I.aP IXC MR 332 ROWERfIXROPX UXBIIµ GFOR44]]Oil 8 1 1 1/4"FH SELF-TAPPINGEMS vmloBlvn.wa rolBVBlm.bam INSTALLATION SCREW f0 ^ q ZC ti Li3!n 1/2"MIN. EDGE DISTANCE Fz V SEE GLAZING 7 SHEATHING w 3 Q o¢04 OPTIONS u. Z. 38 � BY OTHERS 0 0 R a SHEET I3&14 16 32 6 m. S 41" 221"1 EXTERIOR FINISH BY OTHERS W F cO�m EXTERIOR O.A. „ PERIMETER SEALANT W�DT BY OTHERS < 0 „ v HORIZONTAL SECTION 8 JAMB - STEEL STUD O a Z O ¢ z 3/8° MAX. N o 3 m SHIM n 3 THREADS OF MIN. PENETRATION BEYOND Lu H a J ALUMINUM STRUCTURE o Tu 3 Y Z INTERIOR MIN. 6063-T6 ¢ 3D ALUMINUM MULLIONOR O1 e CUflTAINWALL FRAME x u UNDER SEPARATE APPROVAL ¢ m IS 1/4°SELF-TAPPIN6 40F Z. 1111 } INSTALLATION SCREW 1/2"MIN. EDGE VL_r�Jl U U DISTANCE SEE GLAZING EXTERIOR OPTIONS ST SHEET I3&14 O.A. WIIDTH PERIMETER SEALANT BY OTHERS yl F 4�bA1•-p //� y iL Pa 111 m ¢ c tl1 o O O m U N p HORIZONTAL SECTION g JAMB-ALUMINUMSTUD DWG B: 1YKK020 INTERIOR SEE GLAZING OPTIONS SHEET 13&14 16 13. 37• _ INTERIOR UNDER SEPARATE APPROVAL e1, - EXTERIOR EXTERIOR HORIZONTAL SECTION HORIZONTAL SECTION 9 MEETING STILE L, VERTICALMUWON SEE GLAZING STOREFRONTSYSTEM 4 38• =..I 13.E 4 SHEET 138414 SHEET 13&14 $ VERTICAL SECTION VERTICAL SECTION 9 OHCCMULUON 9 STANDARD TRANSOM MULLION SEE SHEET 3 FOR DP LIM..-10 S 5EES11EET.FORDP LIMITATIONS 2 x 5/16" FLAT BAR & 2 x 3/4 x 0.120 FORMED TUBE (E1.0197) "K SEE DETAILS E & F, PAGE 6, FOR OHBGty ATTACHMENT OF MULLION TO ° p NS�IDES HEAD AND SILL. nmuuee•Iwuc iR fIPROW[flflOm OYBIIµ GfO.4u3U1i1 rX:Pielin-zuv MIb>ilb'v'mii f O y ?� u a4y n o ym_ O 'a og6 �i A y z!9 'W^12 o m y gg� '• 3Z• 3Z• H• OPTIONS 8 B SHEET 1304 m 8 Q I: N o .4 •Y fJ .)HORIZONTAL SECTION m 9 MEETING STILE W/REMDVABLE MULLION � w � z $ a 0a z z o � o � LL 1/4' ITW TAPCON � M N 21/2'MIN. EDGE INSTALLATION SCREW Lu O DISTANCE 11/4'MIN. aw x i EMBEDMENT e 1604 m 3/B° SPAAX. _ SHIM CE JY`ii0 * a3de'2LR RR 21• �- D..moi2 SEE GLAZING ��d'•.,SHEETI3&14i2�/YVERTICAL m SECTION �� n zTRANSOMHEADERs 0 3 0 OA DOOR HEIGHT O.A. DOOR HEIGHT 11/4"ITW TAPCON 1/2°MIN. EDGE INSTALLATION SCREW DISTANCE 1 1/4" MIN. •] �� r EMBEDMENT :i. 3/8° M SHIM SPACE 2} (3( FHMS 12 1/4-20 K 5/8 (4( PHMS IL ik 1/4-20% 5/8 4u• EXTERIOR KR9954 KEYED MULLION SEE GLAZING OPTIONS SHEET33&1 / V ` VERTICAL SECTION HEAD-CONCRETE/MASONRY REMOVABLEMUWON SEE GLAZING EXTERIOR ^1a' OPTIONS INTERIOR r SHEET 13&14 MIN. 4. OPTIONAL BY OTHERS VON DUPRIN KR9954 KEYED REMOVABLE MULLION (4)1/4" SS HILTI KWIK BOLT 3 ANCHORS OR (4( 3/8" SS HILTI KWIK BOLT 3 ANCHORS THROUGH MULLION BRACKET MIN. 15/8" EMBEDMENT MIN.21/2" EDGE DISTANCE 3/8" MAX. ISHIM SPACE 1 1/4'MIN. r EMBEDMENT ETF/MASONRY I. BY OTHERS ... .. . :' 21/2"MIN. EDGE 1/4"TTW TAPCON DISTANCE INSTALLATION SCREW VERTICAL SECTION SILL- CONCRETE/MASONRY REMOVABLE MULLION and HORIZONTAL SECTION MEETING STILE W/REMOVABLE MULUON NOTE: SEE ELEVATION B, SHEET 2 FOR DETAILS OF RIM PANIC DEVICES. VON DUPRIN KR9954 KEYED REMOVABLE MULLION TO BE USED WITH VON DUPRIN HARDWARE ONLY. Oc- �L-�Y 216° 000 1 3" VON DUPRIN KR9954 BOTTOM MULLION FITTING SEE GLAZING OPTIONS SHEETI3&14 VON DUPRIN KR9954 TOP MULLION FITTING �T "K clP N insP& VKK 1P♦MTRK INL D2 ENETCWMfldW NVBNI6fa�M.31011 Pk1♦lAln�}6n '16nlnRml 41 3 THREADS MIN. �— PENETRATION BEYOND NOTES: Yz" MIN. EDGE ALUMINUM STRUCTURE DISTANCE �/�(� A. CURTAINWALLSUBFRAME IS LIMITED TOA MIN. ALUMINUM i n INTERIOR MAXIMUM SEE OF 78 }J' X 99 %' FOR ALL AINWA063-T5 NWARATEAME HARDWARE TYPES. oaH�� B. UNDER BUTT HINGE SHOWN, CONTINUOUS HINGES MAY UNDER SEPARATE APPROVAL •••F m IBS(IIIBS 1/4"SELF-TAPPING ALSO BE USED. 3iiiiR MILwno INSTALLATION SCREW 66 1 58 G BYµ GEGPGU3103] (SEE INSTALLATION INSTALLATION NOTES: Px:O> M., 6L I6iida>�ml NOTES, SHEET 11) A. AT HEAD, USE CLUSTERS OF ANCHORS AT 3THREADS MIN. EACH CORNER, SPACED 4%"MAX. FROM 65 I m i CORNERS AND 3° O.C. THEREAFTER. PENETRATION BEYOND �00 m m 3 B. (DOUBLE DOORS ONLY) AT HEAD, USE ALUMINUM STRUCTURE Fw � id %"MIN. EDGE CLUSTER OF(8(ANCHORS AT MIDSPAN, 56 ]/4"SELF-TAPPING INSTALLATION of �a 1.0 l� P DISTANCE SPACED 2° FROM EITHER SIDE OF MIDSPAN SCREW (SEE INSTALLATION NOTES, AND 3°O.C. THEREAFTER. i = a p x 57 C. SHEETII( AT JAMBS, USE ANCHORS SPACED 5 W MAX. EXTERIOR '"W z w i a Q Hu 0-6 SEE GLAZING FROM CORNERS AND 9 Y" MAX. O.C. INTERIOR w 3 y m z 3 m MIN. 6063-TS [URTAINWALL OPTIONS SHEET I3&14 THEREAFTER. SEE GLAZING o n t 0 o z a 9 c FRAME UNDER SEPARATE OPTIONS 57 .. o w B a m w o % APPROVAL EXTERIOR SHEET I3814 F- n�Jm a ^• HORIZONTAL SECTION Z VERTICFRAL SECTION IAMB-6UBFRAME TO CURTAINWALL HEAD-SUBAMETOCURTAINWALL m � � F- F- N Z C 0 < 3/8-I6v5/8 SOCKET HEAD TAP SCREW (2( PER CORNER O z 2 O 13/16° 5/I6" m 5/16" Lu o x 3 S/16" 11/ em e 5 16° 13 12"53S6 FC-1016(2) x u R10X1" i ¢ m FHSMSTYPEAB FC-1016(2( A113 x 1" ```5Y - I FMSMS NPE AB O npp��gp 5/16" 13 I6 516 53511 LL 6 I1/2" 5/16" LID �L ¢? z mzE CAP 3/8-16x5/8 SOCKET HEAD SCREW(2) PER CORNER DOOR CORNER DETAIL 1 DOOR CORNER DETAIL 2 DWG R: HEAD -TYPICAL SILL -TYPICAL Y K K02O SHEET: 11 OF18 FM1006 (3) YKK p10-24%3/8" © IBS FH MS tatliy ° i PIE05 0113FlREJOWERP00D PUPUH.GFOm4JIWl }� vt lneOmRs.a Rrgs>cIPJRboW O � R mO zm d _ 39 13 x F W 0 =G Nm C)u1V m y FRAME CORNER DETAIL 2 m 0 a m w o SILL -4}" AIR TIGHTTHRESHOLD F �I m ti 1 THRESHOLD CLIP PART NO. 29(EI-1066)IS ¢ ^. FC-1216(3) NOT REQUIRED IN APPLICATIONS WITH FM1004(2) 12 R12R1" RIMON PVOT6 ORSINGLEDOORSWNH #10-24 X 1/4" FH SMS AB TYPE THE VON DUPRIN 994T DEVICES. FH MS m w e (ALo Z Q a O Z K V) o FC-1216(4) c N R13R 1" W a FH SMS AB TYPE to J o % 3 14 a z Q 16 a x Y U 16 i < m ..: ..... d q10 %1/2" FHSMS os FRAME CORNER DETAIL 1 TVPE°AB° p14 % 1/2° PHSMS HEAD -TYPICAL TYPE "All' LL' FRAME CORNER DETAIL 3 - �y`•- g SILL -AIR AND WATER RESISTANT THRESHOLD �i,�4H * PEL0ai R,`�,: r ti z f Y LL Q ZT Uz C u N DWG#: YKK020 1 SHEET: 12 OF18 LARGE & SMALL MISSILE IMPACT 1" O.A INSULATED LAMINATED GLASS: 3/I6" FULLY TEMPERED GLASS 5/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 0.075" VANCEVA STORM 3/16" HEAT STRENGTHENED GLASS DOW CORNING 995 3/4" GLASS BITE 3/4" GLASS BITE GLAZING DETAIL A 1" OA. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 5/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 0.090" DUPONT BUTACITE PVB 3/16" HEAT STRENGTHENED GLASS rDOW CORNING 995 3/4°GLASS BITE �� 3/4"GLASS SUE GLAZING DETAIL D 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.090" SENTRYGLAS BY DUPONT 1/4" HEAT STRENGTHENED GLASS DRYGLAZED 9/I6° GLASS SUE GLAZING DETAIL Ill DRY GLAZED 9/16" GLASS BITE J 36 GLAZING DETAIL El 9/16" GLASS BITE 9/I6° O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.090" SAFLE%PVB BY SOLUTIA 1/4" HEAT STRENGTHENED GLASS CORNING 995 D.A. INSULATED LAMINATED GLASS: 16 FULLY TEMPERED GLASS 16 AIRSPACE 16" HEAT STRENGTHENED GLASS )90" SENTRYGLAS BY DUPONT 16" HEAT STRENGTHENED GLASS 3/4" GLASS BITE GLAZING DETAIL B DRY GLAZED 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 5/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 0.090" SAFLE% PVB BY SOLUTIA 3/16" HEAT STRENGTHENED GLASS CORNING 995 9/16"GLASS BITE 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 5/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 0.090" SENTRYG LAS BY DUPONT 3/16" HEAT STR ENGTH ENED GLASS GLAZING DETAIL C GLAZING DETAIL E GLAZING 9/16" O.A. LAMINATED GLASS: r-0.090" AT STRENGTHENED BY ED GLASS 1/4"H HEAT EKED GLASS DUPONT 35 35 /m\ 1/4" HEAT STRENGTHENED GLASS GLAZING DETAIL Cl 995 9/16" GLASS SUE 36 GLAZING DETAIL D1 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GIASS 0.075" VANCEVA STORM 1/4" HEAT STRENGTHENED GLASS 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.090" DUPONT BUTACITE PVB 1/4" HEAT STRENGTHENED GLASS 995 NOTE: A. 'AIR SPACE' INDICATED IN G LAZING DETAILS CONSISTS OF: Al. SPACER: ALUMINUM BOX SPACER AROUND THE PERIMETER OF THE GLASS. A.2. PRIMARY SEALANT: TYPE PIB-29 MANUFACTURED BY ADC,. A.3. SECONDARY SEALANT: TYPE GE-3723 A&B (TWO PART) SILICONE MANUFACTURED BY G.E. B. ALL LITES GREATER THAN 36" IN WIDTH SHALL UTILIZE SETTING BLOCKS IN ACCORDANCE WITH CHAPTER 24 OF THE CURRENT FBC. YKK 2:al a m Lnspnes ruanmeuuixe OUBUµ [OP6Y3a0]f 0N:10]01�]1.39�9 it'. 610103B W33 fo " �o zw m :. 6 6 Z� a Q D�u A "W OugV Wo a mWo s n ic OF 3/4" GLASS BITE GLAZING DETAIL F DRY GLAZED SMALL MISSILE IMPACT ONLY O.A. INSULATED LAMINATED GLASS: 16 FULLY TEMPERED GLASS 16" AIRSPACE 16". HEAT STRENGTHENED GLASS )60" DUPONT BUTACITE PVB IC HEAT STRENGTHENED GLASS 3/4" GLASS BITE 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.060" DUPONT BUTACITE PVB 1/4" HEAT STRENGTHENED GLASS 9/16" GLASS BITE GLAZING DETAIL Fl DRY GLAZED I" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 5/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 0.060" SAFLE% PVB BY SOLUTIA 3/16" HEAT STRENGTHENED GLASS 3/4" GLASS BITE GLAZING DETAIL DRY GLAZED 9/16" O.A. LAMINATED GLASS: 4" HEAT STRENGTHENED GLASS 0.0 "SAFLE%PVB BYSOLUTIA 1/4"H STRENGTHENED GLASS 9/16" GLASS BITE -U � 30 GLAZING DETAIL Gl DRY GLAZED 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 5/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 0.035" SENTRYGLAS BY DUPONT 3/16" HEAT STRENGTHENED GLASS GLAZING DETAIL H DRY GLAZED NOTE: A. AIRSPACE" INDICATED IN GLAZING DETAILS CONSISTS OF: A.I. SPACER: ALUMINUM BOX SPACER AROUND THE PERIMETER THE GLASS. A.2. PRIMARY SEALANT: TYPE PIB-29 MANUFACTURED BY ADCO. A.3. SECONDARY SEALANT: TYPE GE-3723 A&B (TWO PART) SILICONE MANUFACTURED BY G.E. B. ALL LITES GREATER THAN 36" IN WIDTH SHALL UTILIZE SETTING BLOCKS IN ACCORDANCE WITH CHAPTER 24 OF THE CURRENT FBC. �m 01mspnes YR MAMFPIG MG 3U FIUTOWER ROAM µ4[On4u 31O1 YX:IOIBlP3549 FM: 6]6183%WI Fo 00 m q 3 zo 6Jttgg ag xZ o oE" 0 o 4 d "! s 35H DOOR BILL OF MATERIAL ITEMtl PARTS DESCRIPTION MATERIAL MANUFACTURER ] E"222 PIVOTSTAE 6063�T5 IMAP 2 E9M 30 MEETING SPLE CEE3-i5 YKRA➢ 3 E9,0223 MEETING STILE 6063-75 YKKAP 4 09 36 CONTINUOUS HINGE SPLE LEE345 YKKAP 5 ES.Sl B' BDTTOM MI4IH5. LEST-TS YKKAP 6 Em. TOP ROLL I145. LEEK TS YKKAP 7 E90255 FNTERIOR GLASS STOP INS. 6C63 T5 YKKAP B E9&02M INTERIOR GLASS STOP INS. EEI YKKAP 9 G"O . DOD RSWEE P BASE 6063-TS A. 10 HL0340 OOORSWEEPOCAMR IRM-TS YKKAP 11 E.H. OGORNMB ..ITS YKKAP 12 E1.11O MONO. TRANSOM MULL SEES Ti YKKAP 13 l,LW' 412P18THGHTTHPF LD 606KT5 YKKAP 14 7 E9-0 3 THRESHOLDATTACHMENT RRG`T5 YKKAP lS E9. SSl.-THRESHOLD 606KTS YKKAP I6 E9 0619 SILL FLASHING 6063 T5 YKKAP 17 E9-0522 REMOVABLEMULLION 6.3. YKKAP 10 ESM27 SHEAN CLIP 6E.. VKK AP 19 G.Rl LOCK.1 GM-7S YKKAP 20 E9 D599 HINGE BACKER 6Y6343 YKKAP 21 E9L657 MTFILLER EGGS R VKKM 22 E1-0311 BAGAMPLATE STEEL 23 E1L312 BACKER PLATE STEEL 24 E1-0 51 IOINTO,l 606KT5 VKKM 25 EIACSO LOCK BASE 6063 T5 YKKAP 25 EL.357 HINGE BACK PLATE HE. T5 YKKAP 27 EIL301 IOINTOUP 6063.T5 YKKAP 1B El-1o50 END DAM '"0.. YKKAP 29 ELlo5s THRESHOLDCUP STEEL 30 I El., I FLAT FILLER 1.T5 YKKAP 31 E2.Sl 1 AIRPGHTGAKET PVC 32 E240062 I WEATHERSTRIP POLYPROPYLENE 33 E.3 SETTING BHECK EPOM 34 1.7 DOORSWEEPGASKET EPOM 35 E2hW3 EKTERIORGASKET EPOM 36 E2-0085 SPACER GASKET PC EPOM 37 E.? WEATHERSTRIP POLYPROPYLENE 3R E.. IMERK)II.KET EPOMSPONGE 39 E2{093 AS2MGALG45KET SUCCONE 40 E3{005 MUMBLE CAP NYLON E. .STANDARD LABEL AWMINUM 42 E.NY IMPAGTLARIL ALUMINUM 43 K-1016 IN 1EES STEEL 5643R10 SN CAP I.E. STEEL AS E9,023E BOTTOM MIL GET. 6MS3-TS YKKAP 46 "NO CONTINUOUSHINGE SELECT 47 7110-226HD CONTINUOUSNINGE HAGAR-ROTON 4R I BB1191 B117THIN6E5 MGM 49 E90501 MONO TRANSOM HEADER 6M31S YKKM 50 G.Sl LG. TRANSOM HEADER GW-TS YKKAP SL E1.20 MONOTMNSOMMULL LEEK-TS YKKM 13 E90521 LOTMNSOMMULL EC6345 YKKM 53 E90216 TRANSOM ODOR STOP .3.T5 Ago M EI-H. TRANSOMHFAOFILIER 6EE3.TS YKKM 55 E90221 7-BOTTOM RAIL MONO 606KT5 YKKAP 56 E9-N20 TOPRAILMONO 606KT5 YKKAP 57 t9.25 EM G LASSSTOPMONO 6063.T5 YKKAP SB E9.0226 LNT.GW$STOPMONO MORRIS YKKAP 59 E9-0217 MIORAILFILIER 606KT5 E90337 PANICMIORAIL 606K15 61' E90501 MONO.TMNSOMMULL 6063 IS 62 E9ASV LO. TRANSOM MULL 605KT5 mKAP60 63 IS 0245 LGBOTTOMML.6063'TS EK0197 REM. MUILREIMF. STEELIMIN. A36 65 E9-31131 LW SUBFRASlE-HEAD 6063 75 VKKM 66 EB MD C SURFRAME-IAMBS SEES T5 YKKAP 67 E9 B3K IL3'CRDSS MIL 6063.T5 VKKM OPIVOTSTILE 1 6063-TS IIII�'�''Tj 0�.126IIII" �J -T4n 3.872" OCONTINUOUS HINGE STILE 4 6063-T5 OMEETING STILE 2 6063-T5 III�jj 0.150" LI1I� LET �4n 3.874"' 5O8" BOTTOM RAIL INS. 6063-TS 0.126" Imo_ 8,189" -10" 2.374" � 0.126" � : NOTE: BOTTOM RAIL SHALL BE, AT MINIMUM, 7 5/16" 3 O MEETING STILE 6063-TS 2,374" OTOP RAIL INS fi0 9.8]4" L 0.126" I I 2.350" Oea 3 EXTERIOR GLASS STOP INS. O I6NTG3GLASS STOP INS. O DOORS WEEP BASE 10 DOORS WEEP COVER 0.047" L � 0:275" 1.126' G I.IS7" 0.804" 0.047" LS.E 0.8]5 0.055" Imo-- 0.675" 0.581., �- � � � 0.255" 1 11 DOORJAMB lZ MONO TRANSOM MULL 6063-TS 6063-TS 0.16s" m7 s.000" --- IT I �7 2.500" II� � 0.094" 0�� 4.92V 13 1/ " AIRTIGHT THRESHOLD I� a.soo" -- I 0.11�.5504- O14 THRESHOLD ATTACHMENT 6063-TS 0.509" 0.141" 3.512" YKK aDan i�i p IBePIIBe S YKKAP IGA NG 113 HPmWEEAD OUBYN...AG431011 f o a m 00 zo a 4eyy ,. zc 3 ^ S Qyi 2Z m o y V n NW w? N. ZQpPC W 0 9<� y 0 y 0 OI AP 6: BY 6 a Q N ,NL b OF 15 606/31 5" THRESHOLD 16 SILL FLASHING 17 R6EEMOSVABLE MULLION TYPICAL WALL THICKNESS:.125" 5.323° -�{ 2.500" 2375° I-- 0.063° 0.130. I� 5.252.' 1.014• D.125• O LOCK BASE O THRESHOLD CLIP O FLAT FILLER 19 fi0CK 29 STEEL 30 606 TYPICALWALL TYPICALWALL +{� 0.152" THICKNESS:.118" THICKNES5:.152' I I O __T 3.898" 2.028' 0 2.900" .,� rn �, LI I 0.118° Q J 0.886° 1.813° 4.532° OMONO TRANS. HEADER 49 6063-TS 0.079° T_L 2.500" I LI� 4.969° OTRANSOM DOOR STOP 53 6063-T5 L�I� 0.125° 1.312" IIe�LL��JII�III +{ 1.984" I- OI.G. TRANS. HEADER 'SQ 6063-TS 1 [Y=u 2.500" L4.969" -y 54 TRANSOM HEAD FILLER 6063-TS 3.898° 0.886° OMONO TRANSOM MULL 6063-TS 2.500" 0.079° L� 4.969° - -1 O7" BOTTOM RAIL MONO. S5 6063-TS 7.311" �I 0.126" �2.3 0" 18 SHEAR CLIP 6063-T5 TYPICAL WALL THICKNES5:.189" 0.189" 1.925" L� 1.591• 45 BOTTOM RAIL EXTENSION 6063-TS 4.937• 0.126" 4_1 2.350' 52 I.G. TRANSOM MULL 6063-TS 2.5[ in0.094" L�__ 4.969° EO n ^q JO LG UU 2 ^ ?>m q A JZ 3g yjmT C z per" t CuSu �z 6 o 'm z5m c LL F 4 • ."4 T Y m F m z w H 22 _= 3z 56 TOP RAIL- MONO. 57 EXT. GLASS STOP -MONO. 58 INT. GLASS STOP -MONO. 69 MIDRAIL FILLER YKK 6063-TS 6063-T5 606345 6063-TS p NDsPZ J- L � IPM[P4 J3xfWFiOWFP POM BYN,GEOPGIP310x1 0.675" Q` 0.047° 0.114" 0.675" I�I� 0.047" i'� 0.969" 1.267" vx.lamxnaps fx.lBx01030E001 0.925" I "� m 4.874" f o n 9 0.126° 2.350° 'z_ o n Li a 8 --y 2350" o� 60 PANIC MIDRAIL 62 I.G. TRANSOM MULL 63 I.G. BOTTOM RAIL EXT. 64 REMOVABLE MULL REINFORCEMENT a �^ 6063-T5 6063-TS 6063-TS STEEL L z.000" r a r N r m 0.313° 2.813" ~ IIII��^I 0.120' N Do a MW �J 2.500° 5.126�' 0.126" Z Z � 6.926" 0.]50" �{ O zz 3 m 4.921° I Lu „ w CFI a 2.350" Y Z a m 2.350" Y u 65 CW SUBFRAME - HEAD 66 CWSUBFRAME-JAMBS 67 21/2"CROSS RAIL ` 6063-TS 6063-T5 6063-TS O •• r !p■pj0 2.338' Lc F- D 0.094" 0.750" I ;• d s.000° 5.000° 2.soo'• ���i . * PPO♦♦. 0.114° Gn 3 -2 SZ O O � DWG k: 0,750" -� I— YKK020 SHEET: 17 OF18 QBUILDING DROPS • A Perfect Solution In Every Drop 398 East Dania Beach Blvd. Suite 338 Dania Beach, Fl. 33004 954.399.847E PH Ceniftate of Authodtation: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of YKK AP America, Inc. Series 35H Aluminum Outswing Entrance Door Impact for Florida Product Approval FL# FL16554 Report No. 4809 61 Edition (2014) Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Door Assembly Sub — Category: Swinging Exterior Door Assemblies Product: Series 35HAtuminum Outswiug Entrance DoorImpact Material: Aluminum 6063-T5 Product Dimensions: See installation instructions YKKO20 Prepared For: YKK AP America, Inc. 332 Firetower Road Dublin, GA 31021 Prepared by: %%°ttts F tttrtrr'o Hermes F. Norero, P.E. �C�''; Florida Professional Engineer # 73778 `,J�Q��• .' Date: 05/02/2017 Contents, Evaluation Repon Pages 1-4 v . T T rY ?s0;.. L ;" cS., .......... _.� QBUILDING DROPS FL#:FL16554 A Perfect Solution in Every Drop Date: 05/02/2017 Certificate of Authorization: 29S78 Report No: 4809 Manufacturer: YKK AP America, Inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(d) Product Name: Series 35H Aluminum Outswing Entrance Door Impact Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for YKK AP America, Inc. based on Method Id of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code. See Installation Instructions YKK020, signed and sealed by Hermes F, Norero, P.E. (FL # 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Florida Building Code, includine the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment Into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Florida Building Code and does not require an impact resistant covering. 5. Site conditions that deviate from the details of drawing YKKO20 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions YKK020 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 QBUILDING DROPS FL#:FL36554 A Perfect Solution in Every Drop Date: 05/02/2017 Certificate of Authorization: 29578 Report No: 4809 Quality Assurance: The manufacturerhas demonstrated compliance of manufacture of products in accordance with the Florida Building for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural Testing, Inc. (FBC Organization #: QUA 1844) Performance Standards: - The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by Hurricane Test laboratory, I.I.C. (FBC Organization M TST 7195) Report #: G231-0103-11-RO, Report Date: 04/28/11 Report #: G231-0507-09, Report Date: 07/13/09 Report #: G231-0801-09-RO, Report Date: 11/04/09 Report If: G561-0402-10-RO, Report Date: 04/20/10 Report #: 0231-1117-03, Report Date: 03/29/04 All reports signed and sealed by Vinu J. Abraham, FL P.E No 53820 2. Product Testing performed by Architectural Testing,Inc. (FBC Organization M TST 3892) Report #: G8188,01-550-18, Report Date: 04/05/17 Reports signed and sealed by Justin P. McDonald, FL P.E No 77418 3. Additional Hardware Testing performed by Architectural Testing, Inc. (FBC Organization M TST 3892) Report #: D2090.01-550-18, Report Date: 12/20/13 Report signed and sealed by Vinu J. Abraham, FL P.E No 53820 4. Quality Assurance Architectural Testing, Inc. (FBC Organization #: QUA 1844) S. Material Certification Miami -Dade County Notice of Acceptance Eastman Chemical Company (Previously Solutia) Saflex PVB Interlayer Vanceva Storm (Saflex CP) Interlayer Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 QBUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 Referenced data (continued) FL#:FL16554 Date: 05/02/2017 Report No: 4809 6. Material Certification Miami -Dade County Notice of Acceptance Kuraray America (Previously E.I. DuPont De Nemours & Co. Inc.) SentryGlas Interlayer Butacite PVB Interlayer Installation: 1. Approved anchor types and substrates are asfollows: Through Frame Installation: A. For 2x wood buck substrate, use #14 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking Is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" Into concrete or masonry. D. For steel stud substrate, use 1/4" TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. E. For aluminum substrates, use 1/4" TEK Screw type metal stud anchors of sufficient length to achieve minimum 3 threads penetration beyond aluminum structure. Refer to Installation Instructions (YKK020) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (YKK020) for design pressure limitations based on glass type, configuration, and sizes, Installation Methods: Refer to Installation Instructions (YKK020) for installation methods, anchor locations, and more details of the. installation requirements. Hermes F. Norem, P.E. Florida No. 73778 Page 4 of 4