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Home My WebLink AboutPRODUCT APPROVALSidT 3/1/2018 Florida Building Code Online ' '-gI, lit R 0. BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I db-ra a Produet'Approval USER: Pubric User Er��u'yF:symm Product Approval Menu > Product or Aoglication Search > ggoiication List > Application Detail FL FL14� $- 10 Application Type Revision Co e Ver fan 2017 App icat'on tatus Approved Comments Archived D roduc Man u faeMr! r K, AP America 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 Firetower Rd Dublin, GA 31021 (478) 277-2549 chrismoody@ykk-api.com Quality Assurance Representative Greg Hultquist Address/Phone/Email 332 Firetower Road Dublin, GA 31021 (478) 277-2515 greghultquist@ykk-api.com Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ',J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Qua li Assurance Entitv Architectural Testing, Inc., an Intertek company Quality Ass ranee Gorrtract Ex iration Date 1 /f3fi1t20!18 Validated By Robert]. Amoruso, P.E. '�5 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL14218_R1Q_CQI_COIYKK SS 2017-06-16.pd Standard Year AAMA 501 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCevIbDFkr5alMGk04eVOhXJHrMYrgVwWFeg%3d%3d 1/4 W 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 of Products FL # Model, Number or Name 14218.1 YHS 50 FI Limits of Use Approved for use in HVHZ: Yes 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. 14218.2 1 YHS 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. 14218.4 1 YHS 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. Description Aluminum Storefront for Insulating Glass - Inside Glazed Installation Instructions FL14218_B1Q_II_YKK160 SS 2017-10-12.pd Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218_@1Q_6E_PER4012 SS 2017-10-12.12d FL14218_UQ_AE_YHS 50 FI, 50 FS, 50 " Created by Independent Third Party: Yes Aluminum Storefront for Insulating Glass - Inside Glazed Installation Instructions FL14218_g1Q_(j_YKK165 SS 2017-10-12.pd Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218_R1Q-AE_PER4127 SS 2017-10-12.pd) FL14218_I310_6Z YHS 50 FI, 50 FS, 50 TU - Gasket Letter.pdf Created by Independent Third Party: Yes Aluminum Storefront for Insulating Glass - Outside Glazed Installation Instructions FL14218_RIQ—U_YKK164 SS 2017-10-12.pd Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218_R14_AE_PER4288 SS 2017-10-12.pdf FL1421g_B1Q_AE_YHS 50 FI, 50 FS, 50 TU - Gasket Letter.pdf Created by Independent Third Party: Yes 14218.5 YHS 50 FI Missile Level E Impact Rated Aluminum Storefront for Insulating Glass - Outside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14218_R14_II_YKK191 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 https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquDEJErtOSCevIbDFkr5alMGkO4eVOhXJHrMYrgVwWFeg%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. FL1421g_B14_AE_PER4610 SS 2017-10-12.pd See included drawings for design pressure tables. FL14218_R1Q_AE_YHS 50 FI, 50 FS, 50 TU - Gasket Letter.pdf Created by Independent Third Party: Yes 14218.6 YHS 50 FS Aluminum Storefront for Monolithic Glass - Outside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14218_R1Q_I1_YKK162 SS 2017-10-12.pd 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 FL1421$_R1Q_8LE_FL14218 - YHS 50 FI FS TU - PER (Gaskett),R.df Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See FL1421$_RI_Q_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_R1.4_I1_YKK167 SS 2017-10-12.p_df 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_R14_AE_Fi 14218 - YHS 50 FI FS TU - PER Resistance. Small missile impact glazing is identified on the (Gaske ),ILdf drawings with 1/4" tempered glass on the exterior. See FL14218_R14_6E_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 FL14218_R14_II_YKK163 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 FL14218_R14_AE_PER4021 SS 2017-10-12.pd Resistance. Small missile impact glazing is identified on the FL14218_R14_AE_YHS 50 FI, 50 FS, 50 TU - Gasket Letter.pdt 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_ELU-11_YKK168 SS 2017-10-12.pd 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_R1Q_AE_PER4130 SS 2017-10-12.12d Resistance. Small missile impact glazing is identified on the FL14218_R1Q_AE_YHS 50 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. 14218.10 YHS 50 TU Thermally Broken Aluminum Storefront - Outside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14218_R14_II_YKK161 SS 2017-10-12.Rdf 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_R1.4_6E_FL14218 - YHS 50 FI FS TU - PER (Gasket)ypdf Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon FL14218_R14_AE_PER4781 SS 2017-10-12.p_d 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_R1Q_11_YKK166 SS 2017-10-12.pd 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 FL1421g_91Q_AE_FL14218 - YHS 50 FI FS TU - PER Resistance. Small missile impact glazing is identified on the (Gaske5),pdf drawings with 1/4" tempered glass on the exterior. Use Azon FL1421$_R1Q-AE_PER4554 SS 2017-10-12.pdf Polyurethane for thermal brake material. See included Created by Independent Third Party: Yes drawings for design pressure tables. 14218.12 YHS 50 TU Thermally Broken Aluminum Storefront - Inside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14218_R14_II_YKK199 SS 2017-10-12.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero Florida P.E. 73778 https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCevlbDFkr5alMGkO4eVOhXJHrMYrgVwWFeg%3d%3d 3/4 3/1/2018 Florida Building Code Online 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. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. 14218.13 1 YHS 50 TU 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. Use Azon Polyurethane for thermal brake material. See included drawings for design pressure tables. Created by Independent Third Party: Yes Evaluation Reports FL14218_R14_AE_PER4771 SS 2017-10-12.12d FL14218_R14_AE_YHS 50 FI, 50 FS, 50 TU - Gasket Letter.pdf Created by Independent Third Party: Yes Thermally Broken Aluminum Storefront - Inside Glazed Installation Instructions FL14218_R14_lI_YKK200 SS 2017-10-12.pd Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218_RjD_eE_PER4780 SS 2017-10-12.pjff FL14218_R150 FS,_ 50 TU - Gasket Letter.pd Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. s,QRyjight 2007-2013 State of Florida.:: Privary Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. , Product Approval Accepts: ® ® 1110—K RZ:- p Credit Card Safe hftps://www.floddabuiiding.org/prlpr app_dti.aspx?param=wGEVXQwtDquDEJErtOSCevibDFkr5alMGkO4eVOhXJHrMYrgVwWFeg%3d%3d 4/4 YKK AP AMERICA INC. SERIES YHS 50 FI STOREFRONT OUTSIDE GLAZED - HVHZ IMPACT RATED INSTALLATION NOTES: 1. SEE SHEET 15 & 16 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM EMBEDMENTS, AND MINIMUM EDGE DISTANCES. ALL ANCHOR REQUIREMENTS MUST BE ADHERED TO. 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. 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 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 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. FOR HOLLOW BLOCKAND 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. 9. INSTALLATION 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. 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. 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 C 476, MIN. GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL - MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 12 GA. WALL THICKNESS. E. STEEL -MINIMUM YIELD STRENGTH OF36KSI. MINIMUM18 GA. WALL THICKNESS WITH 2X WOOD BACKING. F. ALUMINUM -MINIMUM I/81NCH THICK 6063-TS ALUMINUM. 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: • TAS 201-94 • TAS 202-94 • TAS 203-94 • AAMA SOI-05 • ASTM E1886-05 • 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 THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X 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. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SEE SHEETS 3,4 & 5 FOR LMI AND SMI GLASS TYPES. 6. STOREFRONT FRAME MATERIAL: ALUMINUM 6063-TS 7. ALL STRUCTURAL MATERIALS & DISSIMILAR METALS SHALL BE PROTECTED, TREATED, PAINTED, COATED, AND/OR ISOLATED AS REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEETS 3, 4 & 5 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 B INSTALLATION & GENERAL NOTES 2 - ELEVATION &ANCHOR LAYOUT 3 B SMI GLAZING DETAILS 4 C LMI GLAZING DETAILS 5 A LMI GLAZING DETAILS 6 - LIGHT MULLION TABLES 7 - MEDIUM MULLION TABLES 8 A HEAVY MULLION TABLES 9 - EXPANSION MULLION TABLES 10 - SMI HEAVY MULLION TABLES 11 - TYPE A & B ANCHOR TABLES 12 j TYPE C & D ANCHOR TABLES 13 - DOOR MULLION TABLE 14 - DOOR MULLION TABLES (1) IS B VERTICAL SECTIONS& ANCHOR DESCRIPTIONS 16 A VERTICAL SECTIONS & ANCHOR DESCRIPTIONS (1) 17 A LIGHT & MEDIUM MULLION HORIZONTAL SECTIONS 18 - HEAVY MULLION HORIZONTAL SECTIONS 19 - COMPONENTS & BILL OF MATERIALS 20 - COMPONENTS 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. 2. SEE CHARTS ON SHEETS 3,4 & 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. 3. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 6, 7, 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 1 ABOVE. 5. THE LOWESTVALUE RESULTING FROM STEP 2,3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. YKK ap Ouafity e E9 inspltes YKK AP AMERICA 1229 HWY441 BYPASS DUSUN, GEORGM31022 PH: L4] 1224955 FA<:16l818386001 ~ U m = n H F Z51 E a m a E O O ? Z 0 O -1 3 r � m o. t_- r Q a REMARKS BY DATE A -UPDATES PER COMMENTS I MS O4.20.1i B-FBC CODE UPDATE I RV 107.12.1 39B E. UANIA BUCTI PLVD. / aTe DNBA BEACH. R 1]Ofl1 ME MT. OF NITRO UTON No. 29678 FL N: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG. a: YKK159 7y MAX. FRAME MAX. DLO HEIGHT SEE SHEETS SEE SHEETS 3,4&5 6, 7, 8, 9, 10 13 & 14 L 5Z" MAX. r FROM CORNERS` i SEE TABLE BELOW' JAMB ANCHOR SPACING• ANCHOR TYPE MAX. SPACING MAX. DP A OR B 18.75" 65 PSF CORD 13" A OR B 13.5" 90 PSF CORD 9.375" MAX. DLO SEE SHEETS % 4 & 5 �--- ,•..... I SEE SHEETS��, --I ELEVATION 6,7,8,9,10,13&14 TYPICAL YHS 50 FI STOREFRONT TYPICAL ANCHOR LAYOUT SEE SEPARATE DOOR APPROVAL FOR DOOR RATING & DETAILS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. FOR DOOR ADJACENT MULLION ANCHOR REQUIREMENTS SEE SHEETS 13 & 14 SEE SHEETS 11 & 12 FOP QUANTITIES AND SHEETS 15 & 16 FOR DESCRIPTION ANCHORS, TYPE A, B, C OR D SEE SHEETS 11 & 12 FOR QUANTITIES AND SHEETS 15 & 16 FOR DESCRIPTION "K P cl ® Inspires' YKK AP AMERICA 1229-41 BYPASS DUBUN, GEORGK31021 PH; Ii781277-3955 FA;: 16181838iA F- 0Q^$< Z z0 w� O 05M. ems=?n LA>g 2 O x z= —pgo 2 O N J U J W � ? ui j m 0 a H J REMARKS BY DATE i �. �o. ='a•• TT rx i�On'•. C DP;'• �o isNA_ 388 E DANIA HEA SL / ]3B DANIA BFA 4, FL 3]OOi WE CMT. OF AUMtl07ATON Na M78 FL #: FL14218 DATE: 11.18.15 DWG.BY:c"AFN SCALE: NTS DWG.#: YKK159 SHEET: OF 20 GLASS LOAD CAPAC SF) GLASS LOAD CAPACITY (PSF) DAYLIGHT OPENING (IN) GLASS TYPES I OR J G TYPEK DAYLIGHT OPENING (IN) GLASS TYPES OR GLASS TYPE DLO WIDTH DLO HEIGHT EXT. (+) INT. (-) EXT. (+) INT. - Dl WIDTH DLO GHT EXT. (+) INT. (-) EXT.(+) INT. - 27.5 33.5 54.375 70.0 90.0 70.0 27.5 90.375 70.0 90.0 70.0 70.0 90.0 70.0 33.5 0.0 70. 90.0 90.0 70.0 70.0 39.5 45.5 70.0 90.0 70.0 39.5 70.0 90.0 70.0 45.5 70.0 0.0 70.0 51.5 70.0R9. .0 70.0 51.5 70.0 70.0 9 . 90.0 70.0 0.0 57.5 63.5 69.5 70.D.0 70.0 57.5 70.0.0 70.0 63.5 63.4 57.9 81.5 74.5 6 . 47.2 70.0.0 68.4 69.5 27.5 33.5 60.375 70.0 90.0 70.0 27.S 96.375 70.0 70.0 90.0 90.0 70.0 70.0 70.0 90.0 70.0 33.S 39.5 70.0 90.0 70.0 39.S 70.0 70.0 90.0 90.0 70.0 70.0 70.0 90.0 70.0 45.5 q 70.0 90.0 70.0 51.5 70.0 70.0 90.0 90.0 70.0 70.0 70.0 90.0 70.0 57.5 70.0 90.0 70.0 63.5 63A 60.5 81.5 77.11 51.7 49.4 70.0 90.0 70.0 66.5 27.5 33.5 6fi.375 70.0 90.0 70.0 27.5 302.375 70.0 70.0 90.0 90.0 70.0 70.0 70.0 90.0 70.0 33.5 39.5 45.5 70.0 90.0 70.0 39.5 70.0 70.0 90.0 90.0 70.0 70.0 70.0 90.0 70.0 45.5 51.5 57.5 700 90.0 70.0 51.5 70.0 70.0 90.0 90.0 70.0 70.0 70.0 90.0 70.0 57.5 53.S 69.5 63.4 81.5 63.4 63.5 63.4 81.5 51.7 63.5 91.6 63.5 27.5 108.375 70.0 70.0 90.0 90.0 70.0 70.0 27.5 33.5 70.0 90.0 70.0 33.5 70.0 90.0 70.0 39.5 70.0 70.0 90.0.0 39.5 70.0 90.0 70.0 45.5 45.5 70.0 90.0 70.0 51.5 70.0 70.0 fr.0 .072.37551.570.0 .157.5 57.5 70.0 90.0 70.0 60.5 66.5 85.5.3 63.S 69.S 63.4 81.5 63.4 27.5 114.375 70.0 70.0 90.0 90.0 70.0 70.0 57.9 74.5 57.9 33.5 27.5 33.5 78.375 70.0 90.0 7D.0 39.5 70.0 70.0 90.0 90.0 70.0 70.0 70.0 90.0 70.0 45.5 39.S 70.0 90.0 70.0 51.5 70.0 70.0 90.0 90.0 57.1 57.1 45.5 51.S 70.0 90.0 70.0 57.5 70.0 90.0 70.0 27.5 120.375 70.0 70.0 90.0 90.0 70.0 70.0 57.5 70.0 90.0 70.0 33.5 63.5 63.4 81.5 63.4 38.5 70.0 90.0 70.0 69.5 57.9 74.5 57.9 27.5 126.375 70.0 70.0 90.0 90.0 70.0 70.0 27.5 37570.0 70.0 90.0 70.0 33.5 33.5 70.0 90.0 70.0 36.5 70.0 90.0 70.0 39.5 70.0 90.0 70.0 27.5 132.375 70.0 90.0 70.0 90.0 70,11 33.5 70.0 90.0 70.0 70.0 90.0 70.0 34.5 70.0 90.0 70.0 N45.584 70.0 90.0 70.0 27.5 238.37570.0 70.0 90.0 90.0 70.0 70.0 63.4 81.5 63.4 33.5 57.9 1 74.5 57.9 GLASS TYPES SMALL MISSILE IMPACT ONLY 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.035" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPONT, 1/4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR EXTERIOR BITE 9/1 GLA all GLAZING DETAIN (DRY GLAZED) GLAZING DETAIL K (DRY GLAZED) 9/16" GLASS BITE 1-5/16" O.A. ULATED LAMINATED GLASS CONSISTI F: 1/4" TEMPERED G 1/" AIRSPACE, 1/4" HEAT STRENGTHENED G 0.060" EASTMAN SAFLEX PVB, 1/4" HEAT STRENGTHENED GLASS WK an tv-!' ® mspnes YKK AP AMERICA 1-5/16" O.A. INSULATED LAMINATED 1229 Hm"IaypA GLASS CONSISTING OF: N,GE31021 Dye7U.45s xc (M) PX:10)812))-]959 iA%: 16]81838�1 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.060" TROSIFOL BY KURARAY, FORMERLY KNOWN AS BUTACITE BY DUPONT, < 0 1/4" HEAT STRENGTHENED GLASS C) o t9 w m It S a �m3SS5 INTERIOR 1L� LL Z z L7 Z : - > 2 Ln >O " 3 H y m W j y t_ F Q a 25 REMARKS BY DATE A -GASKET REVISION LS 30.19.1 � {J B-FBC CODE UPDATE Ry 07.12.1 ALUMINUM BOX SPACER: AROUND THE PERIMETER OF GLAZING DETAIL THE GLASS PRIMARY SEALANT: (DRY GLAZED) POLYISOBUTYLENE(PIB). SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATED GLASS UNITS. DAYLITE OPENING DIMENSIONS: DAYLITE OPENING WIDTH: NOMINAL PANEL WIDTH - 2.511, DAYUTE OPENING HEIGHT: FRAME HEIGHT-5.625" . NOTE: 1. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND CHAPTER 17 OF THE CURRENT FBC FOR SIZES OTHER THAN TESTED. 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER CHAPTER 24. 4. D.L.O. MAY NOT EXCEED MAX DIMENSIONS IN GLASS CHARTS FOR GLASS TYPE. D.L.O. D.L.O. WIDTH WIDTH D.L.O. HEI IGHT D.L.O. HEIGHT D. L.O. HEIGHT .`��`N\ESLF FEf �'to .*see'• •7•�'P*� Q 39! L DWBEACMRJJOW WB/ 338 DAM WE CENT. M ADTHdUZAT No 29578 FL #: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM HFN SCALE: NTS l'bkG.#: YKK159 GLASS TYPES LARGE & SMALL MISSILE IMPACT 16" O.A. INSULATED LAMINATED SS CONSISTING OF: TEMPERED GLASS, AIRSPACE, HEAT STRENGTHENED GLASS, i0" EASTMAN SAFLEX PVB, HEAT STRENGTHENED GLASS ERIOR DOW CORNING 995 (WET GLAZED) ' NOTE: 1-5/16" O.A. INSULATED LAMINATED 1. GLASS CAPACITIES ON THIS SHEET ARE BASED ON GLASS CONSISTING OF: ASTM E1300-04 (3 SEC. GUSTS) AND CHAPTER 17 1/4" TEMPERED GLASS, OF THE CURRENT FBC FOR SIZES OTHER THAN 1/2" AIR SPACE, TESTED. 1/4" HEAT STRENGTHENED GLASS, 2. SETTING BLOCK DUROMETER HARDNESS OF 70-9( 0.090'. SENTRYGLAS BY KURARAY, (SHORE A) AS REFERENCED IN CHAPTER 24. FORMERLY KNOWN AS SGP BY DUPONT, 3. SETTING BLOCKS TO BE LOCATED AT1/4SPAN 1/4" HEAT STRENGTHENED GLASS LENGTH FOR GLASS WIDER THAN 36"AS PER CHAPTER 24. INTERIOR 4. D.LO. MAY NOT EXCEED MAX DIMENSIONS IN GLASSi ALUMINUM BOX SPACER: AROUND THE PERIMETER OF THE GLASS PRIMARY SEALANT: POLYISOBUTYLENE(PIB). 25 SECONDARY SEALANT: y�7 STRUCTURAL SILICONE INTENDED FOR OF INSULATEFABRICATION D GLASS UNITS GLAZING DETAIL F (DRY GLAZED) GLAZING DETAILS CONTINUED ON NEXT PAGE DAYUTE OPENING DIMENSIONS: DAYLITE OPENING WIDTH: NOMINAL PANEL WIDTH - 2.SOO" DAYLITE OPENING HEIGHT: FRAME HEIGHT - 5.625" YKK apzp4 o ms Ins YKK AP AMERICA 1219 HM 441 BYPASS OOBUN,GEORCA31021 PH: H781277.1955 FM: 16781838-6001 !W+ Z CK a .�"Y 14, W z_ l7 Z Sgi 1n >v1 p j m 03 u! 6 F ¢ i IA -UPDATES PER COMMENTS I MS 104.20.161 IC-FBC CODE UPDATE I RV 107.12.171 `%%�S 7 NAL 398 E. DA" BFAO1 BLYD. 338 DMa BEACH. R EWE CD27. Of ADIHOUATM " 2078 FL N: FL14218 DATE: 11.18.15 SCALE: DWG. If: ON GLASS TYPES LARGE & SMALL MISSILE IMPACT (CONTINUED) 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.075" EASTMAN VANCEVA, 1/4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR 26 DOW CORNING 995 9/16" GLA55 (� BITE 1 GLAZING DETAIL G (WET GLAZED) ALUMINUM BOX SPACER: AROUND THE PERIMETER OF THE GLASS. PRIMARY SEALANT: POLYISOBUTYLENE (PBI). SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATED GLASS UNITS. • NOTE: 1. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E130D-04 (3 SEC. GUSTS) AND CHAPTER 17 OF THE CURRENT FBC FOR SIZES OTHER THAN TESTED. 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER CHAPTER 24. 4. D.LO. MAY NOT EXCEED MAX DIMENSIONS IN GLASS CHARTS FOR GLASS TYPE. 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.090" SENTRYGLAS BY KURARAY, FORMERLY KNOWN AS SGP BY DUPONT, 1/4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR 26 DOW CORNING 995 9/16" GLASBITE ( BITE 1 GLAZING DETAIL H (WET GLAZED) YKK 'p Uual"fi/ e inspires YKK AP AMERICA YA' BYPASS 1229 RYA' DMUN, GEORGIA31021 PH: I4781277-19SS FAY:[M)838�1 U m m h Z E In C a Q a z _ LLn Zoe>? � t7 ixLn 0�0 3 j ? m w F Q a REMARKS BY DATE A-FBC CODE UPDATE R.. 07.12.1 398 E. DA18A BYADN SLW. / ]]e DAN A BFAp1. it 33001 i E L:EBT. Di ALI21pWUTpN Mu M78 FL #: FL14218 DATE: 11.18.15 I SCALE: NTS DWG.#: YKK154 I DESIGN LOAD CAPACITY - PSF NOMINALDIMS. LIGHT IAMB-Jl LIGHT MULUON- Ml WIDTH W FRAME HEIGHT EXT. (+) INT. - EXT.M INT. - 30 72 50.0 50.0 33 50.0 50.0 36 50.0 50.0 39 50.0 50.0 42 50.o 50.0 45 50.0 50.0 48 50.0 50.0 51 50.0 50.0 54 57 50.0 Son 50.0 50.0 60 50.0 50.0 63 50.0 50.0 fib 50.0 50.0 69 72 50.0 50.0 50.0 50.0 30 78 50.0 50.0 33 S0.0 50.0 36 50.0 50.0 39 50.0 50.0 42 50.0 50.0 45 50.0 50.0 48 50.0 50.0 51 50.0 50.0 54 50.0 50.0 57 50.0 50.0 60 50.0 50.0 63 50.0 50.0 66 50.0 50.0 30 84 50.0 50.0 33 50.0 50.0 36 50.0 50.0 39 50.0 50.0 42 50.0 50.0 45 50.0 50.0 48 50.0 50.0 51 50.o 50.0 54 50.0 50.0 s7 60 50.0 50.0 SO.o 50.0 MULLION LOAD TABLES LIGHT CONFIGURATION FI HI AME IGHT IGH I I I I I f--Wl W2 W3-�{ WIDTH(W) = Wl(JAMB) WIDTH (W) = W2 Z W3 (MULLION) LIGHT CONFIGURATION J 8 (See Page 19 of 20) Medium Head YKK P. C11 mspins YKK AP AMERICA 1229 NNM"1 BT9A55 DUBUN, GEORGW 31021 M:(476)277.1955 FA%:(678)83 1 > U y�g O 0 R¢¢ mp3,+g� CW j z55=a$ 1�- J u ; ].. 11 } m ? j m w a a F ¢ NTEMTNIMI.AODRWNS M9AGMLYG.OR OTMFR NURnNDsrorwsDDwwlnrARE xor xRxunmAxD `%DES i� ��Q,• •c``p0, *. 7 v• T T i 0 :�0( OP. 4C/ 398 E. DAIBA BEAtlI BLYD. / J]B 0A BFA01, FL J.100i FBK CERT. OF A OFOEATION N. 29578 FL #: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM HFN SCALE: NTS DWG.#: YKK159 6 MULLION LOAD TABLES MEDIUM CONFIGURATION DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY- PSF NOMINAL DIMS. MEDIUM JAMB-12 MEDIUM JAMB-J3 MEDIUM MULLION- M2 NOMINALDIMS. MEDIUM JAMB-J2 MEDIUM JAMB-13 MEDIUM MULLION- M2 WIDTH W FRAME HEIGHT EXT. (+) INT. - ExT. (+) INT. - ExT. (+) INT. -) WIDTH (WI FRAME HEIGHT EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - 30 36 6070.0 70.0 70.0 70.0 30 84 70.0 70.0 70.0 70.0 70.0 70.0 36 70.0 70.0 70.0 42 70.0 70.0 70.0 42 70.0 70.0 70.0 48 S4 70.0 48 70.0 70.0 70.0 70.0 70.0 70.0 S4 70.0 70.0 70.0 60 70.0 70.0 70.0 60 70.0 70.0 70.0 66 72 70.0 70.0 70.0 66 70.0 70.0 70.0 70.0 70.0 70.0 72 70.0 70.0 70.0 30 36 66 1 70.0 70.0 70.0 30 90 70.0 70.0 70.0 70.0 70.0 70.0 36 70.0 70.0 70.0 42 48 70.0 70.0 70.0 42 70.0 70.0 70.0 70.0 70.0 70.0 48 70.0 70.D 70.0 54 60 70.0 70.0 70.0 54 70.0 70.0 70.0 70.0 70.0 70.0 60 70.0 70.0 70.0 66 70.0 70.0 70.0 66 70.0 70.0 70.0 72 1 70.0 70.0 70.0 72 70.0 67.2 64.7 30 36 72 70.0 70.0 70.0 30 96 70.0 70.0 70.0 70.0 70.0 70.0 36 70.0 70.0 70.0 42 70.0 70.0 70.0 42 70.0 70.0 70.0 48 70.0 70.0 70.0 48 70.0 70.0 70.0 54 60 70.0 70.0 70.0 54 70.0 70.0 70.0 70.0 70.0 70.0 60 70.0 70.0 68.2 66 70.0 70.0 70.0 fib 70.0 64.5 62.0 72 70.0 70.0 70.0 30 102 70.0 70.0 70.0 30 36 78 70.0 70.0 70.0 36 70.0 70.0 70.0 70.0 70.0 70.0 42 70.0 70.0 70.0 42 48 70.0 70.0 1 70.0 48 70.0 70.0 70.0 70.0 70.0 70.0 S4 70.0 69.8 67.2 S4 70.0 70.0 70.0 60 70.0 62.8 60.4 60 66 70.0 7D.D 70.0 30 108.0 70.0 70.0 1 70.0 70.0 70.0 70.0 1 36 .0 70.0 70.0 72 70.0 70.0 70.0 42 70.0 70.0 48 .0 070.0 70.0 67.4 54 60 .0 62.3 59.9 560 53.9 FI H MEDIUM JAMB -J2 Detail Below Is Not Corect See Heavy Mullion M3 Detail on Next Page & Exclude Steel 8 (See Page 19 of 20) 3 2 E-1 41U FItEGUM MUiL10N - M' MEDI M JA AB - J3 MEDIUM CONFIGURATION MEDIUM HEAD AME IGHT I I I I -W1 W2 } W3 WIDTH(W) = W1(JAMB) WIDTH(W) = W2 + W3 (MULUON) 8 (See Page 19 of 20) YKK 'jity a Inst pires. YKK AP AMERICA 1229 KM M1 BYPASS DUBUN, GEORGIA 31D21 Px:11781277.1955 FA%:(678)M6001 FW- U Z � � m gg aQ�#fie K S.5 O �� J 7 �aSARs to Inac � � Zgse z h 203 03 W TOi BUxIxNG DRDPS. WG YDGXWNTING-.03ER YTARE N07 P[RxVTT[DAND NFLOW A 4�L�7377 8 nO DROPS. WC 3B8EDAMA BEAOI MW 338 DANA BE K R FSPE CEI T. OF "WRISATMIN Nu 29578 FL #: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM HFN SCALE: NTS DWG.#: YKK159 SHEET: 7 F H MULLION LOAD TABLES HEAVY CONFIGURATION DESIGN LOAD CAPACITY - PSF NOMINALDIMS. HEAVYMUWON-M3 FRAME WIDTH (WI HEIGHT INT. (•I 72 96 70.0 90.0 69 102 70.0 90.0 63 114 1 70.0 90.0 60 120 700 90.0 41 126 65.0 65.0 39 132 65.0 65.0 37 138 65.0 65.0 36 1a4 65.0 65.0 AME IGHT IGH I I W2I W3---I WIDTH (W) W2 + W3 (MULLION) 2 4 3 8 (See Page 19 of 20) l I 5 HEAVYJAMB 4 HEAVY MULLION -M3 HEAVYJAMB-J5 HEAVY CONFIGURATION HEAVY HEAD 8 (See Page 19 of 20) YKK p UuP" inspires YKK AP AMERICA U29 N 441 BYPASS DOWN, GEORGIA31021 M: 14781277-19SS FAIL (678)838 1 U m z^ h uJ a 0 OmeI g LL 7 $� Vi h W o aaf Z x s s OO i sm in a H IA -UPDATES PER COMMENTS I MS 104.20.261 7 -0 T T JY 398 E. DANA BEACN SLYO. J3B 0A BEAO1. R iBPE MRT. OF AUTIOMWII N Na 99678 FL #: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG.#: YKK159 SHEET: 0 OF 20 SMI MULLION LOAD TABLES HEAVY CONFIGURATION FOR USE IN SMALL MISSILE IMPACT APPLICATIONS ONLY ESIGN LOAD CAPACITY- PSF NOMINALDIMS. HEAVY MULUON- M3 WIDTH (W) FRAME HEIGHT . (+) INT. (-) 72 96 70.0 90.0 69 102 70.0 90.0 66 108 70.0 0 63 114 70.0 90. 57 60 120 70.0 70.0 90.0 88.7 41 126M67, 90.0 39 132 90.0 37 138 90.0 33 14490.0 86.8 36 NOTE: HEAVY CONFIGURATION JAMBS ARE ANCHORED ALONG THEIR LENGTH AND THEREFORE DO NOT LIMIT DESIGN PRESSURE. 6 HEAVY JAMB -14 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 H AME IGH IGHT �Wl W2 W3� (W) = W2 Z W3 (MULLION) 7 3 1 5 2 l I HEAVY MULLION -M3 HEAVY JAMB -1S HEAVY CONFIGURATION YKK clP YKK AP AMERICA 1229 HM 441 BYPASS DURUN,GFORGN31021 PH: (418)2"-1955 FAC (08)838{001 W Z m E h LP _p -T4F- z3�ms9 >O = mm a m 2 w / LLB. j i � Q -H0 WRDTEN-ENFOF&IIIOINGDROPS, ALIFIU $.ADDINONS, H_U-NG.ORM MA9NNG5 tt1 THIS DONMENf MF NOT PEflMllif [ S0. 7 41 i �'•.., .• G_"s DNAIL 398 DAMA08AEAtlI,�R XW 3° FHPE C . OF AUTHOMUMON W. 2937A FL k: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM HFN SCALE: NTS o a: YKK159 ANCHOR LOAD CAPACITY -PSF EXT. r &INT. - ANCHOR LOAD CAPACITY• PSF EXT. r &INT. W ANCHOR LOAD CAPACITY -PSF (.1 &INT. - NOMINAL DIMS. ANCHORS TYPEW ANCHORS TYPE'B' NOMINALDIMS. ANCHORS TYPE'A' ANCHORS TYPE'B' NOMINALDIMS. ANCHORS TYPE'A' ANCHORS TYPE'B' WIDTH W FRAME HEIGHT A2 A3 B2 83 WIDTH W FRAME HEIGHT A2 A3 A4 B2 B3 WIDTH 1N FRAME HEIGHT A2 A3 A4 B2 B3 30.0 33.0 72.0 90.0 90.0 90.0 90.0 30.0 90.0 90.0 90.0 90.0 9D.0 90.0 30.0 108.0 -90.0 90.0 90.0 9D.0 90.0 MCI 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 33.D 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 39.0 90.0 90.0 90.0 9D.0 36.0 90.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 42.0 45.0 90.0 90.0 190.0 90.0 42.0 90.0 90.0 90.0 90.0 90.0 42.0 87.9 9D.0 90.0 9D.0 90.0 90.0 90.0 90.0 90.0 45.0 90.0 90.0 90.0 90.0 90.0 45.0 82.1 90.0 90.0 90.0 90.0 48.0 51.0 90.0 90.0 90.0 90.0 48.0 90.0 90.0 90.0 90.0 90.0 48.0 76.9 9D.0 90.0 87.7 90.0 90.0 90.0 90.0 90.0 51.0 86.9 90.0 90.0 90.0 90.0 51.0 72.4 90.0 90.0 82.5 90.0 54.0 57.0 90.0 90.0 90.0 90.0 54.0 82.1 90.0 90.0 90.0 90.0 54.0 68.4 90.0 90.0 77.9 90.0 90.0 90.D 90.0 90.0 57.0 77.8 90.0 90.0 88.6 90.0 57.0 90.0 73.8 90.0 60.0 63.0 90.0 90.0 90.0 90.0 60.0 73.9 90.0 90.0 84.2 90.0 60.0 W..3.w.99 90.0 70.2 90.0 87.9 90.0 90.0 90A 63.0 70.3 90.0 90.0 80.2 90.0 63.0 90.0 66.8 90.0 66.0 69.0 72.0 83.9 90.0 90.0 90.0 66.0 67.2 90.0 90.0 76.5 90.0 66.0 90.0 63.8 911.0 90.3 90.0 90.0 90.0 69.0 64.2 90.0 90.0 73.2 90.0 30.0 114.0 90.0 90.0 90.0 90.0 90.0 76.9 90.0 87.7 90.0 72.0 61.6 90.0 90.0 70.2 90.0 33.0 90.0 90.0 90.0 90.0 90.0 30.0 33.0 78.0 90.0 90.0 90.0 90.0 30.0 96.0 90.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 190.0 90.0 90.0 39.0 89.7 90.0 90.0 90.0 90.0 36.0 39.0 90.0 90.0 9D.0 90.0 36.0 90.0 90.0 90.D 90.0 90.0 42.0 83.3 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 9D.0 90.0 90.0 45.0 77.8 90.0 90.0 88.6 90.0 42.0 45.0 90.0 90.0 90.0 90.0 42.0 90.0 90.0 90.0 90.0 48.0 72.9 9D.0 90,0 83.3 90.0 90.0 90.0 9D.0 90.0 45.0 90.0 90.0 90.0 190.0 51.0 68.6 90.0 90.0 78.2 90.0 48.0 51.0 90.0 90.0 90.0 90.0 48.0 86.6 t90.0 9D.0 9D.0 90.0 54.0 64.8 90.0 90.0 73.8 9D.0 90.0 90.0 90.0 90.0 51.0 81.5 90.0 90.0 90.0 57.0 61.4 900 90.0 70.0 90.054.0 57.0 90.0 90.0 90.0 90.0 54.0 76.9 9D.0 87.7 90.0 60.0 58.3 87.5 9D.0 66.5 90.0 89.7 90.0 9D.0 9D.0 57.0 72.9 90.0 9D.0 63.1 90.0 1 63.0 55.5 83.3 90.0 63.3 90.0 60.0 63.0 .0 90.0 90.0 60.0 69.2 90.0 90.0 79.9 90.0 30.0 120.0 90.0 90.0 90.0 90.0 90.0 .0 90.0 90.0 63.0 66.0 90.0 90.0 75.2 90.0 33.0 9D.0 90.0 90.0 90.D 90.0 66.0 69.0 72.0 9.0 88.3 90.0 66.0 63.0 90.0 90.0 71.7 90.0 36.0 9D.0 90.0 90.0 90.0 90.0 .0 84.5 90.069.0 60.2 90.0 9D.0 68.6 90.0 39.0 85.2 90.0 90.0 90.0 90.0 .0 80.9 90.0 72.0 57.7 86.6 90.0 65.9 90.0 42.0 79.1 90.0 90.0 90.0 90.0 30.0 90.0 90.0 90.0 90.0 30.0 90.0 90.0 90.0 9DD 9D.0 33.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 SIM 90.0 36.0 90.0 90.0 9D.0 90.0 36.0 90.0 90.D 90.0 9D.0 9D.0 39.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 42.0 90.0 90.0 90.0 90.0 42.0 90.0 90.0 90.D 90.0 9D.0 45.0 90.0 90.0 90.0 90.0 45.0 86.9 90.0 9D.0 90.0 90.0 48.0 90.0 90.0 90.0 90.0 48.0 - - - - - 51.0 84.0 90.0 90.0 90.0 90.0 51.0 102.0 76.7 90.0 90.0 87.4 90.0 54.0 97.9 90.0 90.0 9D.0 54.0 72.4 90.0 90.0 92.5 9D.0 57.0 I90.0 90.0 57.0 68.6 90A 9D.0 78.2 90.0 60.0 90.0 90.0 60.0 65.2 90.0 90.0 74.3 90.0 63.0 85.9 9 ..0 63.0 621 90.0 90.0 70.7 90.0 66.0 82.0 90.0 66.0 59.3 98.9 90.0 67.5 90.0 69.0 78.4 90.0 69.0 r56.7 185.0 190.0 164.6 190.0 72.0 66.0 90.0 75.2 90.0 45.1) 73.9 90.0 90.0 84.2 90.0 48.0 69.2 90.0 90.0 78.9 90.0 SIM 65.2 90.0 90.0 74.3 90.0 54.0 61.6 90.0 90.0 70.2 90.0 57M 58.3 97.5 90.0 66.5 90.0 60.0 55.4 83.1 90.0 63.1 90.0 30.0 126 90.0 90.0 90.0 � 90.0 90.0 33.0 90.0 90.D 90.0 90.0 90.0 36.0 87.9 90.0 90.0 1.1 90.0 39.0 81.2 El 90.0 90.0 90.0 41.0 77.2 90.D 90.0 88.0 90.0 30.0 132 90.0 90.0 90.0 90.0 90.0 33.0 90.090.D90.D90.090.0 36.0 83.9 90.0 90.0 90.0 9D.0 39.0 77.5 90.0 90.0 88.3 90.0 30.0 33,0 138 90.0 90.00 90.0 9D.D 90.0 87.6 90. 90.0 90.0 90.0 37.0 78.3 90.0 90.0 89.0 9D.0 30.0 33.0 144 90.0 90.0 90.0 90.0 90.0 83.9 90.0 I 90.0 90.0 J90.0j 36.0 76.9 90.0 90.0 87.7 90.0 ANCHOR TYPE 'A & B' TABLES - 5/16" Anchor Option for 3/8" Shim Space ANCHORS TYPES: SEE SHEETS 15 & 16 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT IAMB OR EACH SIDE OF MULLION A3 = (3) ANCHORS TYPE W ATJAMB OR EACH SIDE OF MULLION A4 = (4) ANCHORS TYPE W ATIAMB OR EACH SIDE OF MULLION B2 = (2) ANCHORS TYPE'B' AT JAMB OR EACH SIDE OF MULLION B3 = (3) ANCHORS TYPE'B' AT IAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION L6 1 3 -I I-3 g"3" 3" � 3"3 3" , 3" 3" 3" 3" 3" A2, B2 A3, B3 A4 FRAME HEIGHT L I--- W 1 -I- W2---1---- W3 ----{ WIDTH(W) = Wl(JAMB) WIDTH (W) = W2 Z W3 (MULLION) YKK ap- ® mspues YKK AP AMERICA 1229 NWY441 BYPASS DUWN,GEOAGIA31021 PN: 1478)2n 1955 FM; (678)8383 1 W Zm E Z D` gg a 0. LLQ: W V mm Aqc zs<�g �z a m pS = � ym^ � m w f US C DA BEAd1 6LVD. / SY DMA BEACH. FL 170Di FBPE MT. DF AUTgi8 =N - n5m FL #: FL14218 DATE: 11.18.15 SCALE: NTS DWG.#: YKK159 11 ANCHOR TYPE T & W TABLES ANCHOR LOAD CAPACITY - P5F EXT. + &INT. (-I ANCHOR LOAD CAPACITY- PSF EXT. + &INT. - ANCHOR LOAD CAPACITY-PSF EXT. + &INT. - NOMINALDIMS. ANCHORSTYPE'C' ANCHORSTYPE'D' NOMINALDIMS. ANCHORS TYPE ' I ANCHORSTYPE'D' NOMINAL DIMS. ANCHORS TYPE'C' I ANCHORSTYPE'D' WIDTH W FRAME HEIGHT C2 C3 C4 CS D2 D3 D4 WIDTH W FRAME HEIGHT C2 C3 U CS D2 D3 D4 DS WIDTH W FRAME HEIGHT C2 C3 C4 C5 D2 D3 D4 DS 30.0 72.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 108.0 91.8 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 36.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 89.3 90.0 90.0 90.0 90.0 90.0 90.0 90.0 330 74.4 90.0 90.0 90.0 83.9 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 '90.0 90.0 36.0 81.9 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 68.2 90.0 90.0 90.0 76.9 90.0 90.0 90.0 39.0 42.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 39.0 75.5 90.0 90.0 90.0 85.2 90.0 90.0 90.0 39.0 62.9 90.0 90.0 90.0 71.0 90.0 90.0 90.0 87.7 90.0 90.0 90.0 90.0 90.0 90.0 42.0 70.1 90.0 90.0 90.0 79.1 90.0 90.0 90.0 42.0 58.4 87.7 90.0 90.0 66.0 90.0 90.0 90.0 45.0 48.0 81.8 90.0 90.0 90.0 90.0 90.0 90.0 45.0 65.5 90.0 90.0 90.0 73.9 90.0 90.0 90.0 4SO 54.5 81.8 90.0 90.0 61.6 90.0 90.0 90.0 76.7 90.0 90.0 90.0 86.6 90.0 90.0 48.0 61.4 90.0 90.0 90.0 69.3 90.0 90.0 90.0 480 51.1 48.1 76.7 72.2 90.0 90.0 90.0 90.0 57.7 54.3 86.6 81.5 90.0 90.0 90.0 90.0 51.0 54.0 72.2 90.0 90.0 90.0 91.5 90.0 90.0 51.0 57.8 86.6 90.0 90.0 65.2 90.0 90.0 90.0 51.0 68.2 90.0 90.0 90.0 76.9 90.0 90.0 54.0 54.5 81.8 90.0 90.0 61.6 90.0 90.0 90.0 54.0 45.5 68.2 90.0 90.0 51.3 76.9 90.0 90.0 57.0 60.0 64.6 9D.0 90.0 90.0 72.9 90.0 90.0 57.0 51.7 77.5 90.0 90.0 59.3 97.5 90.0 90.0 57.0 43.1 64.6 86.1 90.0 48.6 72.9 90.0 90.0 61.4 9D.0 90.0 90.0 69.3 90.0 90.0 60.0 49.1 73.6 90.0 90.0 55.4 83.1 90.0 90.0 60.0 40.9 61.4 81.8' 90.0 46.2 69.3 9D.0 90.0 63.0 65.0 58.4 87.7 90.0 90.0 66.0 90.0 90.0 63.0 46.8 70.1 90.0 90.0 52.9 79.1 90.0 90.0 63.0 39.0 58.4 77.9 90.0 44.0 66.0 87.9 90.0 55.8 83.7 90.0 90.0 63.0 90.0 90.0 66.0 44.6 66.9 89.3 90.0 50.4 75.5 90.0 90.0 66.0 37.2 55.8 74.4 92.0 42.0 63.0 83.9 90.0 69.0 722.0 53.4 80.0 90.0 90.0 60.2 90.0 90.0 69.0 42.7 64.0 85.4 90.0 48.2 72.3 90.0 90.0 30.D 114.0 77.5 900 90.0 90.0 87.5 90.0 90.0 90.0 51.1 76.7 90.0 90.0 57.7 86.6 90.0 72.0 40.9 61.4 81.8 90.0 46.2 69:3 90.0 90.0 33.D 70.5 90.0 90.0 90.0 79.5 90.0 90.0 90.0 30.0 78.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 96.0 90.0 90.0 90.0 90.0 90.0 90.0 9D.0 90.0 36.0 64.6 90.0 90.0 90.0 72.9 90.0 90.0 90.0 33.0 36.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 83.7 90.0 90.0 90.0 90.0 90.0 9D.0 90.0 39.0 59.6 89.4 90.0 90.0 67.3 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 76.7 90.D 90.0 90.0 86.6 90.0 90.0 90.0 42.0 55.4 83.D 90.0 90.0 62.5 90.0 90.0 90.0 39.0 42.0 87.1 90.0 90.0 90.0 90.0 90.0 90.0 39.0 70.8 90.0 90.0 90.0 79.9 90.0 90.0 90.0 45.0 51.7 77.5 90.0 90.0 58.3 87.5 90.0 90.0 80.9 90.0 90.0 90.0 90.0 90.0 90.0 42.0 65.7 90.0 9D.0 90.0 74.2 90.0 90.0 90.0 48.0 48.4 72.7 90.0 90.0 54.7 82.0 5.0.0 90.0 45.0 48.0 75.5 90.0 90.0 90.0 85.2 90.0 90.0 45.0 61.4 90.0 90.0 90.0 69.3 90.0 90.0 90.0 51.0 45.6 68.4 90.0 90.0 51.5 77.2 90.0 90.0 70.8 90.0 90.0 90.0 79.9 90.0 90.0 48.0 57.5 86.3 90.0 90.0 64.9 90.0 9D.0 90.0 54.0 43.1 64.6 86.1 90.0 48.6 72.9 90.0 90.0 51.0 54.0 66.6 90.0 90.0 90.0 75.2 90.0 90.0 51.0 54.1 81.2 90.0 90.0 61.1 90.0 90.0 90.0 57.0 40.9 61.2 91.6 90.0 46.0 69.1 90.0 90.0 62.9 90.0 90.0 90.0 71.0 90.0 90.0 54.0 51.1 76.7 90.0 90.0 57.7 86.6 90.0 90.0 60.0 38.8 58.1 77.5 90.0 43.7 65.6 87.5 90.0 57.0 60.0 59.6 fl9.4 90.0 90.0 67.3 90.0 90.0 57.0 48.4 72.7 90.0 90.0 54.7 82.0 90.0 90.0 63.0 36.9 55.4 73.9 90.0 41.7 62.5 83.3 90.0 56.6 85.0 90.0 90.0 63.9 90.0 90.0 60.0 46.0 69.0 90.0 90.0 51.9 77.9 90.0 90.0 30.0 120.0 73.6 90.0 90.0 90.0 83.1 90.0 90.0 90.0 63.0 6 ..0 53.9 80.9 90.0 90.0 60.9 90.0 90.0 63.0 43.8 65.7 87.7 SOO 49.5 74.2 90.0 90.0 33.0 66.9 90.0 96.0 90.0 75.5 90.0 90.0 90.0 51.5 77.2 90.0 90.0 58.1 87.2 90.0 66.0 41.8 62.8 83.7 90.0 47.2 70.8 90.0 90.0 36.0 61.4 90.0 90.0 90.0 69.3 90.0 90.0 90.0 69.0 72.0 49.3 73.9 90.0 90.0 55.6 83.4 90.0 69.0 40.0 60.0 90.0 90.0 45.2 67.7 90.0 90.0 39.0 56.6 85.0 90.D 90.0 63.9 90.0 90.0 90.0 47.7. 70.8 90.0 90.0 53.3 79.9 90.0 72.0 38.4 57.5 76.7 90.0 43.3 64.9 86.6 90.0 42.0 52.6 79.9 90.0 90.0 59.4 89.0 90.0 90.0 30.0 33.0 84.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 102.051.0 95.6 90.0 90.0 90.0 90.0 90.0 90.0 90.0 45.0 49.1 46.0 73.6 69.0 90.0 90.0 90.0 90.0 55.4 51.9 83.1 77.9 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 78.9 90.0 90.0 90.0 98.9 90.0 90.0 90.0 48.0 36.0 39.0 87.7 90.0 90.0 90.0 90.0 90.0 90.0 36.0 72.2 90.0 90.0 90.0 81.5 90.0 90.0 90.0 51.0 43.3 65.0 86.6 90.0 48.9 73.3 90.0 90.0 90.9 90.0 90.0 90.0 90.0 90.0 90.0 39.0 66.6 90.0 90.0 90.0 75.2 90.0 90.0 90.0 54.0 40.9 61.4 81.9 9D.0 46.2 69.3 90.0 90.0 42.0 45.0 75.1 90.0 90.0 90,0 84.8 90.0 90.0 42.0 61.9 90.0 90.0 90.0 69.8 90.0 9D.0 90.0 57.0 38.8 58.1 77.5 90.0 43.7 65.6 87.5 90.0 70.1 90.0 90.0 90.0 79.1 90.0 90.0 45.0 57.8 86.6 90.0 90.0 65.2 90.0 9D.0 90.0 60.0 55.2 73.6 90.0 41.6 62.3 83.1 90.0 48.0 65.7 90.0 90.0 90.0 74.2 90.0 9D.0 48.0 541 61.2 90.0 90.0 61.1 90.0 9D.0 90.0 30.0 126 90.0 90.D 9D.0 79.1 90.0 90.0 90.0 61.9 90.0 90.0 90.0 69.8 90.0 90.0 51.0 51.0 76.4 90.0 90.0 57.5 86.3 90.0 90.0 33.0 90.0 90.0 90.0 72.0 90.0 90.0 90.0 54.0 57.055.4 58.4 87.7 90.0 90.0 66.0 90.0 90.0 54.D 48.1 72.2 90.0 90.0 54.3 81.5 9D.0 90.0 36.0 87.7 90.0 90.0 66.0 90.0 90.0 90.0 83.0 62.5 90.0 9D.0 57.0 45.6 68.4 90.0 90.0 51.5 77.2 9D.0 90.0 39.0 [70.1 60.9.52.6 63.0 78.9 59.4 89.0 90.0 60.0 43.3 65.0 86.6 90.0 48.9 73.3 90.0 90.0 41.0 77.0 90.0 90.0 57.9 869 90.0 90.0 50.1 75.1 56.5 64.8 90.0 63.0 41.3 61.9 82.5 90.0 46.6 69.8 9D.0 90.0 30.0 13290.090.090.068.7 90.0 90.0 90.0 75.5 90.0 90.0 90.0 fi6.047.971.754.0 69.0 T 60.9 90.0 66.D 39.4 59.1 788 90.0 44.4 66.7 86.9 90.0 33.0 90.0 90,0 90.0 45.7 68.6 51.6 77.4 90.0 69.0 37.7 Sfi.S 75.3 90.0 42.5 63.8 fl5.0 90.0 36.0 . 83.7 90.0 90.0 63.0 90,0 90.0 90.0 72.0 43.8 65.7 49.5 74.2 90.0 39.0 51.5 77.2 90.0 90.0 58.1 87.2 90.0 90.0 30.0 33.0 138 64.0 90.0 BOA 90.0 72.3 90.0 90.0 90.0 87.3 90.0 90.0 65.7 9D.0 90.0 90.0 37.0 17.9 90.0 90.0 58.6 87.9 90.0 9D.0 30.0 33 00 144 d14 90.0 90.0 90.0 69.3 90.0 90.0 90.0 83.7 90.0 90.0 63.0 90.0 90.0 90.036.0 76.7 90.0 90.0 57.7 86.6 90.0 90.0 ANCHOR .E SE SHEETS 15 16 FO DESCRIPTION C--2 - (2 ANCHORS TYPE 'A AMB OR.EACH SIDE OF MILL dON C3 = (3) ANCHORS TYPE'C' AT JAMB OR EACH SIDE OF MULLION C4 = (4) ANCHORS TYPE'C' AT JAMB OR EACH SIDE OF MULLION CS = (5) ANCHORS TYPE'C'AT JAMB OR EACH SIDE OF MULLION D2 = (2) ANCHORS TYPE'D' AT JAMB OR EACH SIDE OF MULLION D3 = (3) ANCHORS TYPE 'D' AT IAMB OR EACH SIDE OF MULLION D4 = (4) ANCHORS TYPE'D' AT IAMB OR EACH SIDE OF MULLION DS = (5) ANCHORS TYPED' AT IAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION FRAME HEIGHT C3, D3 3"V"� 3 3"3" 3� C5, DS 3--3 " -I F-- 3" 3" 3" 3 3" 1.5" 1.5" C4, D4 I---Wl - I - W2---tomW3---1 WIDTH (W) = Wl (JAMB) W2 + W3 WIDTH (W) _ _ (MULLION) YKK a ality ® inspires' YKK AP AMERICA lug H 441 BYPASS DU BUN, GEORGA 31021 PH: 147812n-1955 FA ' {678141 8 11 W w z H a ~ k Z z 0 $$ K 56 1i¢ u 6: hCdZ0 7 z In O DaLL u n m 10 Z Z w (/ i ` p 1- Q a 388 E. o.Nu BeAa elw. 3]B DANU BTAOL FL F6PE I aBr. a •um4w2Anox N. 2074 FL #: FL14218 DATE: 11.18.15 DWG. BY: I CHK. BY: SCALE: NTS I DWG. III: YKK159 E DOOR MULLION LOAD CAPACITY (PSF) NOMINAL DIMS. WITHOUT STEEL REINF WITH STEEL REINF. FRAME HEIGHT EXT.(+) INT.(-) EXT.(.) INT.(-) d 102 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 9D0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 54 60 70.0 70.0 70.0 90.0 70.0 70.0 70.0 MO 24 108 70.0 70.0 70.0 9D.0 30 36 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 54 60 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 24 30 124 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 36 42 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 48 54 70.0 70.0 70.0 90.0 70.0 70.0 70.0 90.0 60 70.0 70.0 70.0 90.0 24 30 120 70.0 70.0 7D.0 9D.0 70.0 70.0 70.0 90.0 36 42 70.0 70.0 70.0 9D.D 70.0 70.0 70.0 90.0 48 70.0 70.0 70.0 90.0 54 60 69.2 69.2 70.0 90.0 62.3 62.3 70.0 90.0 DOOR MULLION LOAD & ANCHOR TABLES ANCHOR TOTALNO. OFANCHORS REQUIREDATDOOR MULLION HEAD ANDSILLBYDESIGN PRESSURE TYPE 90 PSF 80 PSF 70 PSF 60 PSF SO PSF 40 PSF 30 PSF A 8 1 7 6 S 4 3 B 7 7 6 5 4 4 3 C 12 11 10 8 7 6 4 D 11 30 9 7 6 5 4 FRAME HEIGHT WIDTH (W) = W1 + W2 2 ANCHOR TOTALNO.OFANCHORS REQUIRED AT DOOR MULUON HEAD AND SILL BY DESIGN PRESSURE TYPE 90 PSF 80 PSF I 70 PSF 16OPSF ISDPSF 140PSF 130PSF 8 7 7 6 S 4 3 B 7 7 6 S 4 4 3 C 12 11 10 B 7 6 4 D 11 30 9 7 6 S 4 16 7 16 4 4 DOOR MULLION DOOR MULLION WITHOUTSTEEL REINFORCEMENT WITH STEEL REINFORCEMENT FR HE FRAME HEIGHT WIDTH (W) = W1 + W2 2 4 DOUBLE DOOR YKK OUTSWING DOORS SEE SEPARATE APPROVAL ------------ -------- IME GHT I I ,Fi -- __-- .. (�W1--� 1�-W2`: SINGLE DOOR WITH TRANSOM ING DOORS TE APPROVAL WIDTH (W) = W1 + W2 2 YKK ��a Blity inspires YKK AP AMERICA 1229 H "I BYPASS DUBUN,GEORGA31021 PB: 1478)177-19SS FU: 1678)838.8m1 IW- w u ' yy E j G $ Q In Z V cc O EiCc z 0 p33_s OF 5 g a ea3 01t cc > O O 0 } m T ? m w w 1= 388 338 E. SEAOI, RKJ.1001 F13PE MT. OF AU11 U`IION N 29578 FL#: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG. #: YKK159 SHEET: 13 DOOR MULLION LOAD & ANCHOR TABLES DOOR MULLION LOAD CAPACITY (PSF) DOOR MULLION LOAD CAPACITY (PSF) NOMINALDIMS. WITHOUTSTEEL REINF. I WITH STEEL REINF. NOMINALDIMS. WITHOUTSTEEL REINF. WITH STEEL REI NF. FRAME HEIGHT (IN.) DOORPANEL WIDTH-W3 (I N.) SIDELITE WIDTH-W2 (IN.) EXT. I+) INT. I-) EXT. (+) INT.(-) FRAME HEIGHT (I N.) DOORPANEL WIDTH-Wl (I N.) SIDELITE WIDTH-W2 (IN.) EXT. (+) INT. (-) WE(+) INT. I-) 96 3670.0 70.0 70.0 70.0 90.0 120 36 30 69.9 69.9 70.0 90.0 70.0 70.0 70.0 90.0 36 66.2 66.2 70.0 90.0 70.0 70.0 90.0 42 62.8 62.8 70.0 90.0 70.0 70.0 70.0 90.0 48 59.8 59A 70.0 90.0 4270.0 K42 70.0 70.0 70.0 90.0 q2 30 62.8 62.8 70.0 90.0 70.0 70.0 90.0 36 59.8 59.8 70.0 90.0 70.0 70.0 70.0 90.0 42 57.1 57.1 70.0 90.0 70.0 70.0 70.0 90.0 48 57.1 57.1 70.0 90.0 48 30 70.0 70.0 70.0 90.0 48 3D 57.1 57.1 70.0 90.0 36 70.0 70.0 70.0 90.0 36 57.1 57.1 70.0 90.0 42 70.0 70.0 70.0 90.0 42 57.1 57.1 7D.0 90.0 48 70.0 70.0 70.0 90.0 44 57.1 57.1 70.0 90.0 102 36 30 70.0 70.0 70.0 90.D 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 70.0 70.0 70.0 90.0 q2 30 70.0 70.0 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 70.0 70.0 70.0. 90.0 46 30 70.0 70.0 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 48 70.0 70.0- 70.0 90.0 108 36 30 70.0 70.0 70.0r 36 70.0 70.0 70.0 42 70.0 70.D 70.0 48 70.0 70.0 70.0 42 30 70.0 70.0 70.0 36 70.0 70.0 70.0 42 70.0 70.0 70.048 70.0 70.0 70.0 48 30 70.0 70.0 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 70A 70.0 90.0 48 57.1 57.1 70.0 9DO 114 36 30 70.0 70.0 70.0 90.0 36 70.0 70.0 70.0 90.0 42 70.0 1 70.0 70.0 90.0 46 69.8 70.0 90.0 42 30 70.0 70.0 90.0 36 69.8 70.0 90.0 42 66.6 70.0 90.0 48 V666.6 63.6 70.0 90.0 4842 30 66.6 70.0 90.0 36 63.6 70.0 90.0 57.1 70.0 90.0 48 57.1 57.1 70.0 90.0 16 4 DOOR MULLION WITHOUT STEEL REINFORCEMENT FRAME HEIGHT DOOR MULLION WITH STEEL REINFORCEMENT ANCHOR TYPE TOTALNO.OFANCHORS REQUIRED AT DOOR MUWON HEAD AND SILL BY DESIGN PRESSURE 90 PSF 180 PSF 170 PSF 160 PSF 150 PSF 4 40 PSF 130 PSF A 30 9 8 7 6 5 4 B 9 8 7 6 5 4 3 C 15 13 1 11 1 SO 8 7 5 D 13 1 12 30 9 7 1 6 5 DOUBLE DOOR WITH TRANSOM YKK m msPl YKK AP AMERICA 1229 HNM"I BYPASS OUBUH, GEDBGN31011 PH: (478)2n-1955 FAY (678)838b0G1 U a �m Z z0, O z pu3, p (O mmma v 1n0 � p��6yE3 J u >•. h 0 3 p > m m m 2 � F.. W REMARKS BY DATE R Wi& oRD"Ps: mC' iT 3" E DAH1A !NF 8L3 / 13B DANU BEACJL ! 3.700i F14•E CERT. OF AU11101BiAlIDN H2 20374 FL N: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM HFN SCALE: NTS DWG. a: YKK159 SHEET: 14 BY OTHERS TYPICAL INSTAL ION ANCHOR, SEE SPfiQBELOW CAULK B EEN CONCRETE/MASONRY WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH PERIMETER SEALANT BY OTHERS TREMCO SPECTREM 2 SILICON SEAL OVER ALL ANCHORS O.A. FRAME HEIGHT MIN. EDGE DISTANCE, SEE SPECS BELOW TYPICAL INSTALLATION "a ANCHOR, SEE • `• MIN. EMBEDMENT, SPECS BELOW } TP• SEE SPECS BELOW '"'•.'" 2X WOOD BUCKS OR •-I WOOD STRUCTURE L BY OTHERS 3/8" MAX. SHIM PERIMETER FOR%6"ANCHORS, SEALANT MIN. EDGE DISTANCE, SEE SPECS BELOW STEEL OR ALUM. STRUCTURE, BY OTHERS, SEE SPECS MIN. BELOW EMBED., SEE TYPICAL SPECS BELOW INSTALLATION ANCHOR, SEE SPECS BELOW MIN. EDGE DISTANCE, SEE SPECS BELOW MIN. 3THREADS PENETRATION 1/4° MAX. SHIM BY OTHERSU SEALANT 3/8" MAX. SHIM FOR 1/a' ANCHORS 6 LBY OTW 3/8" MAX. SHIM FOR % fi' ANCHORS, FOR 5' fi' ANCHORS, SEE GLAZING 1/4" MAX. SHIM 6 1/4" MAX. SHIM OLJ L] L PTIONS SHEETS TREMCO SPECTREM CON SE 2 FOR K" ANCHORS FOR K" ANCHORS & S SILICON SEAL EXTERIOR v VH INTERI EXTERIOR OVER ALL ANCHORS INTERIOR EXTERIOR INTERIOR A VERTICAL SECTION p VERTICAL SECTION E VERTICAL SECTION 5 HEAD -CONCRETE/MASONRY W/ 1X BUCK 5 HEAD -WOOD FRAMING 5 HEAD - METAL SUBSTRATE LIGHT CONFIGURATION TYPICAL. INSTALLATION TYPICAL INSTALLATION SEE GLAZING LIMIT DESIGN LOADS FORHORIZONT SFOLLOWS IONSSHEETS MAX HORIZ.SPAN NNX GLASS HEIGHT MAXD NLOADS 3,4 & 5 ABOVEHORIZ. 10 DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. GLASS EXTERIOR a AREA ABOVE HORIZONTAL, FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY. g VERTICAL SECTION 5 HORIZONTAL MEMBER O.A. SEE GLAZING FRAME OPTIONS SHEETS HEIGHT 3,4 & S EXTERIOR INTERIOR g 1 TREMCO SPECTREM 2 SILICON SEAL ° 12 3/8'. MAX. SHIM OVERALL ANCHORS FOR %e"ANCHORS, 3/8" DIA WEEPS TWO PER 1/4" MAX. SHIM LITE AT 8" FROM EACH FOR "ANCHORS VERTICAL PERIMETER SEALANT BY OTHERS ' '. x` •''a'•. MIN. EMBEDMENT, TYPICAL INSTALL. ANCHOR, SEE "� !' -•: -' . ,• SEE SPECS AT RIGHT SPECS AT RIGHT CONCRETE/MASONRY) / MIN. EDGE DIST., BY OTHERS SEE SPECS AT RIGHT C VERTICAL SECTION 5 SILL -DIRECT TO CONCRETE/MASONRY LIGHT CONFIGURATION YHS 50 FI ANCHOR TYPES ANCHOR TYPE HOR DESCRIPTION SUBSTRATE REQUIREMENTS MIN, EMBEDMENT MIN. EDGE DISTANCE NOTES 5/16°'DIA. TA�By'r CONCRETE AT HEAD, SILL ORIAMBS F'C= 1-3/4" 3" FOR USE (Fu=125 KSI,FLOR.3000 PSIMIN. THROUGHRC-90 OPTIONALIX5/16-DIA.ULTRBUCKS, BY HOLLOW/FILLED A (Fu=177 K51, Fy=155 KSI) CK AT IAMBS PM = 1° 3' OTHERS 0 PSI MIN. 5/16""DIA. ULTRACON BY ELCO MIN. S.G. _ WOOD 1-2/2" 1" '- ' (Fu=177 KSI, Fr-155 KSI) STEEL' 12 GA. MIN., THREE STEEL IN 5/16" DIA. SELF Fy=36 KSI MIN. READS CONTACT WITH B SCREWS (GRADE 5) AWIV1,1/8°°MIN., PEN TION 3/4" ALUM.TO BE 6063-T5 MIN. pAST L STRUCTUR PLATED OR PAINTED 1/4' DIA. TAP CON BY ITW CONCRETE AT HEAD, SILL OR IAMBS PC = 1-3/4' 2- FOR USE (Fu=125 KSI, Fy=300 K51) 3000 PSI MIN. THROUGH OR 1/4" DIA. ULTRACON BY ELCO I KSABYX C-90 HOLLOW/FILLED C (Fu=177 K51, Fy=155 K51) BLOCKATIAMBS F'M = 2000 PSI MIN. 1-3/4' 2-1/2" 0 1/4" DIA. ULTRACON BY ELCO MIN. S.G. = 0.55 WOOD 1-1/2° 1' - (Fu=177 KSI, FY=155 KSI) STEEL: 12 GA. MIN., 3THREADS STEEL IN CONTACT WITH D 1/4° DIA. SELF-DRILUNG Fy-36 KSI MIN. PENETRATION 3/4' ALUM.TOBE SCREWS (GRADE S) ALUM.: 1/8""MIN., PAST METAL PLATED OR 6063-TS MIN. STRUCTURE PAINTED 1/4' DIA. SELF -DRILLING 18 GA. MIN. STEEL 1-1/2° IN 1' IN E SCREWS (GRADE 5) STUD, Fy=33 KSI MIN. WOOD WOOD WITH WOOD BACKING a p Quality inspires , YKK AP AMERICA U29 HW1.441 arpm OUBDN, GE016A 31021 M:H76N77.1955 FAII:(678)83&6001 Lz U z h 2 oa 0�� E o G� 1nw 653Ts9 ur gm Kai nO O O 8 > v1 >a mm Z w W� �Q a IA -UPDATES PER COMMENTSI MS I04.20.16' B-GASKET REVISION . LS 10.19.16 398 C-DMA BEAd BLw. ]1B OANU BEA4M fBPE CRT. OF AU7HORIZARON Nw 29578 FL N: FL14218 DATE: 11.18.15 DING.sm CH HFN SCALE: NTS D ft< YKK159 SHEET: BY OTHERS TYPICAL INSTALLATION ANCHOR, SEE SPECS BELOW CAULK BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS TREMCO SPECTREM 2 SILICON SEAL O.A. FRAME HEIGHT O.A. FRAME HEIGHT MIN. EDGE DISTANCE, SEE SPECS BELOW TYPICAL INSTALLATION y: a. ANCHOR, SEE MIN. EMBEDMENT, SPECS BELOW "�.'. SEE SPECS BELOW 2X WOOD BUCKS OR •I WOOD STRUCTURE L BY OTHERS PERIMETER FOR 1r A GNflR , SEALANT- OVERALLANCHORS `f SEE GLAZING OPTIONS SHE 3,4&5 EXTERIOR Lh LI$="NTERIOR F VERTICAL SECTION HEAD -CONCRETE MASONRYW 1X BUCK HEAVY CONFIGURATION & MEDIUM MIN. EDGE DISTANCE, SEE SPECS BELOW MIN. EMBED., SEE STEEL OR ALUM. SPECS BELOW STRUCTURE, BY OTHERS, SEE SPECS BELOW TYPICAL INSTALLATION ANCHOR, SEE SPECS BELOW MIN. EDGE DISTANCE, SEE SPECS BELOW PENETRATION BY OTHERS 3/8" MAX. SHIM SEALANT BY OTHERS 3/8" MAX. SHIM 8 FOR %fi' ANCHORS, 1/4" MAX. SHIM 8 FOR Sib" ANCHORS, 1/4" MAX. SHIM TREMCO-SPECTREM 2 SILICON SEAL FORY4" ANCHORS FOR Y4" ANCHORS EXTERIOR OVER ALL ANCHORS INTERIOR EXTERIOR INTERIOR VERTICAL SECTION VERTICAL SECTION HEAD -WOOD FRAMING HEAD - METAL SUBSTRATE TYPICAL INSTALLATION TYPICAL INSTALLATION SEE GLAZING HUHILUINIALAbpU b OPTIONS SHEETS MAX GLASS HEIGHT MAX HORIZ. SPAN MAX DESIGN LOADS 3,4&5 ABOVE HORIL g 60• 57-1/2" 7OPSF 60" 64" 52 PSF 10 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 HORIZONTAL MEMBER SEE GLAZING OPTIONS SHEETS 3,4&5 EXTERIOR INTERIOR g PS TREMCO SPECTREM 2 SILICON SEAL OVERALLANCHORS FO fANG OR-, /8" DIA WEEPS TWO PER 1 4" MAX H M LITE AT 8" FROM EACH FOR s" ANG OR VERTICAL PERIMETER SEALANT BYOTHERS '. a` �d MIN. EMBEDMENT, TYPICAL INSTALL ANCHOR, SEE • °. "� •. '„ .' . SEE SPECS AT RIGHT SPECS AT RIGHT CONCRETE/MASONRY a•MIN. EDGEDIST. -••� BY OTHERS SEE SPECS AT RIGHT H VERTICAL SECTION SILL- ON@[jC SDNR _ (HE/SVYfCONFIGItRATIONC&T41EDtUM] YHS SO FI ANCHOR TYPES ANCHOR TYPE ANCHOR DESCRIPTION SUBSTRATE MIN. MIN. EDGE NOTES REQUIREMENTS EMBEDMENT DISTANCE 5JATAFCON BYITW D, CONCRETE AT HEASILLOR IAMBS F'C= 1-3/4° 3" FOR USE IF-12 125'KSI, Fy=300 KSI) 3000 PSI MIN. THROUGH OR 5/16"" DIA. ULTRACON BY ELCO OPTIONAL 1X BUCKS, BY C-90 HOLLOW/FILLED A (Fu=177 KSI, Fy=155 K51) BLOCKATIAMBSF'M= 1" 3" OTHERS 20DO PSI MIN. 5/16" DIA. ULTRACON BY ELCO MIN. S.G. =0.55 WOOD 1-1/2" 1" - (Fu=177 KSI, Fr155 KSII STEEL: 12 GA. MIN., THREE STEEL IN 5/16" DIA SELF -DRILLING Fy=36 K51 MIN. THREADS CONTACT WITH e SCREWS (GRADE 5) ALUM.: 1/8'"MIN., PENETRATION 3/4° ALUM. TO BE 6063-TS MIN. PAST METAL PLATED OR 14A TAPCONB FFW ONCR-T E D, F USL. ( KSI, y= 00 Sf O AMBS.O• I./' -1fZ" H ORCON'BY 3000.PS MIN. OgT GP3 lI4 DW. BLCO FCi-90 HQi!<OIV/ 'I.EO . C I U«1, y S Bla AT IAMB F' 1 (4 ®® /2 07 En 3 ,ES RA . f SKE O .41A fee STEEL:12 GA. MIN., 3 THREADS CONTACT WITH D 1/4" DIA. SELF•DRIWNG FY=36 KSI MIN. PENETRATION 3/4" I ALUM. TO BE SCREW DE 5) ALUM.:1/S'"MIN., PAST METAL PLATED OR 6063-T5 MIN. STRUCTURE PAINTED 1/4" DIA -DRILLING 18 GA. MIN. STEEL 1-1/2" IN 1" IN E ELF SCREWS(GRADES) STUD, Fy-33KSI MIN. WOOD WOOD _ WITH WOOD BACKING YKK ouft a IRSp1IC5 YKK AP AMERICA M9 HWY"I BYPASS DUBUN,GEORGA31021 ti Ln Li Z E o o G aS $ 0�y¢3 Ln W CC O 1 z 0 Z z g e p o Ln o = 3' 3 m^ m � Q a IA -UPDATES PER COMMENTS I MS 104.20.161 ALTEAATIONS,ADDNH)NS, HIGIWGIRING, DI MARKINGS TOTN600NMENTARF NOT p[RM \�• .O fl'• T T 1 � C OP:r�/u NAL 398 E. DANIA EEACI M - 13 0A BEACH, FL 3300i FIBRE PEAL OF AWHORQA710N Na 28378 FL N: FL14218 DATE: 11.1 A _ 15 SCALE: DWG. #: 16 CONCRETE/MASONRY BY OTHERS, INTERIOR FINISH BY OTHERS .. PERIMETER SEALANT -- BY OTHERS 1X WOOD BUCK BY OTHERS ; CAULK BETWEEN ' WOOD AND-- CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT — BY OTHERS EXTERIOR FINISH BY OTHERS INTERIOR SEE GLAZING OPTIONS F SHEETS 3,4 &5 INTERIOR SEE GLAZING OPTIONS — IEETS3,4&5 INTERIOR SEE GLAZING OPTIONS SHE`"" 1 y� 3,4 •• •`INTERIOR FINISH .a BYOTHERS PERIMETER SEALANT BY OTHERS -.—BY ,tom CONCRETE/MASONRY - f :. BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR EXTERIOR EXTERIOR O.A. FRAME WIDTH O.A. FRAME WIDTH HORIZONTAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION 7 JAMB-CONCRETE/MASONRY W/ 1X BUCK 7 VERTICAL MULLION 7 JAMB - DIRECT TO CONCRETE/MASONRY LIGHT CONFIGURATION LIGHT CONFIGURATION LIGHT CONFIGURATION CONCRETE/MASONRY BY OTHERS INTERIOR FINISH- BYOTHERS PERIMETER SEALANT BY OTHERS 1X WOOD BUCK_ BYOTHERS ; CAULK BETWEEN ' WOODAND�"� CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BYOTHERS ..,.. INTERIOR SEE GLAZING OPTIONS SHEETS 3, 4 5 EXTERIOR O.A.FRAN HORIZONTAL SECTION JAMB - CONCRETE/MASONRY W/ 1X BUCK MEDIUM CONFIGURATION INTERIOR EXTERIOR SEE GLAZING OPTIONS — IEETS3, 4 & 5 INTERIOR EXTERIOR • 'INTERIOR FINISH d • BY OTHERS PERIMETER SEALANT BY OTHERS •��CONCRETE/MASONRY •• .•0.•. BYOTHERS PERIMETER SEALANT BY OTHERS ........;EXTERIOR FINISH BY OTHERS INTERIOR EXTERIOR HORIZONTAL SECTION 7V VERTICAL EXPANSION MULLION YKK apQuality iIT Pm • YKK AP AMERICA 2229-441 GYMS DUBUN, GEORG. 33021 M 14781272.1955 FM: (678)838-6001 CJ � Z E vi 8 2id o G off¢ a o tiOc Om6PP4 ,nz P! Z`A `o h Z ED O �W j J 'w H Q a REMARKS BY DATE 'ES F. 7 398 E. -CAMA BEACH K 3SB DAHIA GEALH. R 3 / WE COL OF AUTHORRATNM Na n578 FL #: FL14218 DATE: 11.18.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG.#: YKK159 SHEET: 17 OF 20. 1X WOOD BUCK BY OTHERS CONCRETE/MASONRY— BYOTHERS INTERIOR FINISH— BYOTHERS PERIMETER SEALANT BY OTHERS 4 CAULK BETWEEN WOOD & 7., MIN. EMBEDMENT, SEE SPECS, SHEETS 15 & 16 MIN. EMBEDMENT, INTERIOR INTERIOR SEE SPECS, SHEETS 15 & 16 SEE GLAZING SEE GLAZING i BY OTHERS I I / TYP.INSTALL. 1 MIN. EDGE ANCHOR, DISTANCE, SEE SHEETS SEE SPECS, - 15 & 16 SHEETS 15 & 16 PERIMETER SEALANT BYOTHERS 6 EXTERIOR FINISH BY OTHERS EXTERIOR 3/8" MAX. SHIM FOR %s' ANCHORS, O.A. FRAME 1/4" MAX. SHIM FOR 1/4' ANCHORS (HORIZONTAL SECTION JAMB - CONCRETE/MASONRY W/ IX BUCK HEAVY CONFIGURATION — OPTIONS OPTIONS INTERIOR FINISH SHEETS 3,4 & 5 SHEETS 3, 4 & 5 BY OTHERS PERIMETER SEALANT BY OTHERS TYP. INSTALLATION ANCHOR, SEE SHEETS 15 & 16 .:4 CONCRETE OR - MASONRY MIN. EDGE BYOTHERS DISTANCE, PERIMETER SEE SPECS, .. SEALANT SHEETS 15 & if BY OTHERS 4 7 3 1 5 ' EXTERIOR FINISH EXTERIOR EXTERIOR BY OTHERS 3/8" MAX. SHIM FOR is' ANCHORS, WIDTH O.A. FRAME WIDTH 1/4" MAX. SHIM FOR K" ANCHORS HORIZONTAL SECTION i HORIZONTAL SECTION VERTICAL MULLION JAMB - 01REGTTO CONCRETE/MASONRY HEAVY CONFIGURATION HEAVYiCONEkGU.RatiTl_ON SEE GLAZING OPTIONS SHEETS 3,4&5 SEE SEPARATE APPROVAL FOR DOOR RATINGS & DETAILS — — — ram^ v— HORIZONTAL SECTION DOOR JAMB MULLION YKK as Inspires YKK AP AMERICA 1229 NNMiG2 BYPASS OUBUN,GEORGA31021 PH:(478)277.1955 FAX;(678)938 1 v1 Z O G pE 'o o �c4 o�s�^A mmPwa Ln z zg'e? 0 p H O a J W 3 �a O = } co Z m o / w 00%%��S F. i • F.p 7 �•� T T � � 36B E. DWA BEACH 9LW. / J]B DANIA BEACH. FL JJDOi FM MT. OF AU HMZATM Na 28070 FL #: FL14218 DATE: 11.1.8.15 DWG. BY: CHK. BY: SM I HFN SCALE: NTS DWG.#: YKK159 1: 7 ITEM NO. PARTNUMBER DESCRIPTION MATERIAL 1 E2-0663 LIGHT MULLION/JAMB&HEAVY JAMB 6063-TS 2 E9-0655 SHALLOW POCKET FILLER 6063-TS 3 E9-0665 HEAVY MULLION 6063-TS 4 E9-0556 DEEP POCKET FILLER 6063-T5 5 E9-0614 FLUSH FILLER 6063-TS 6 E9-0662 LIGHT HEAD OR HEAVYJAMB 6063-TS 7 E1-1062- I HEAVY MULLION REINFORCEMENT STEEL 8 E9-0651 HEAVY HEAD/MEDIUMJAMB 6063-T5 9 E9-0658 GLASS STOP 6063-T5 30 E9-0653 HORIZONTAL MEMBER 6063'-TS 11 E9-0664 LIGHTSILL 6063-TS 12 E9-0625 LIGHT SILL FLASHING 6063-TS 13 E9-0652 HEAVY SILL 6063-TS 14 E9-0619 HEAVY SILL FLASHING 6063-T5 15 E9-0657 SNAP IN COVER 6053-TS 16 E9-0504 DOOR MULLION 6063-T5 17 E9-0688 FEMALE EXPANSION MULLION 6063-TS 18 E9-0689 MALE EXPANSION MULLION 6063-T5 19 EXPANSION MULLION REINFORCEMENT - STEEL 23 E2-0084 INTERIOR GLAZING SPACER PC EPDM 24 E2-0095 SETTING BLOCK EPDM 25 EZ-0088 INTERIOR GLAZING GASKET EPDM 26 E2-0083 EXTERIOR GLA71NG GASKET EPDM 27 E9-0654 MEDIUM MULLION/lAM6 6063-TS 0.090" 5.000" - 1.750" L --T 2.500" OHEAVY MULLION 6063-T5 0.18B" 4.500" --+� 1.500" MULLION REINFORCEMENT OHEAVY STEEL YKK clinspinrity m . Use Part #8 - E9-0651 YKK AP AMERICA 1229 HWY 441 BYPASS 0.0781, 0,079" OUBIJN.55 M:131021 PH: (A78)2T)-1959 GA%: (fi)8I938fi001 W < Zm P @ 5.000" 1.750" 3.896" a J1 m 1.750" _ O o 0 T 3$ 9 m5gma HW m tx Zzge'E� r 2.500" --� - 0.799" z Y m LIGHT MULLION/JAMB &HEAVY JAMB SHALLOW POCKET FILLER Z d m w 6063-TS 2 6063-T5 ~ � ♦- Q a REMARKS BY DATE 0.079" �� 0.063" 0.079" -�{ M R ml R H ANp SNAILNOT BF 0.EP0.0DUCEOIN WXOlEOR PAR WONODf WRITTEN mNBF.M OF BURgNG OROTHEI ARo IN i ATERATMNR ADO pMi HIGN' MIN MAIUIINGSTOlH1500N EM ENOTPERIAIDEDA I AlIOATE R RTIFlG N 5.0001, 1.750" 1.496" 3.898" 7 .O 1.390" 0.886" 2.500" +y 'U T �T [Y ODEEP POCKET FILLER O p q 5 FLUSH FILLER HEAVYJAMB & LIGHT HEAD(• 6063-T5 6063-T5 6063-T5NAL 398 E. DAMA BFAM [ILw. / 538 DANA BEAUL JL SJ(E11 FSPE CERT. OF A WRIZATMN No. 29575 il.429" " 4.969" �I F`# FL14218 0.08s' 1.311" � DATE: 11.18.15 2.510" 2.500 DWG. BY: CHK. BY: 1.1891, SM HFN -1 FTL 1.630' SCALE: NTS 1.750" �-- T 0.071" DWG.#: YKK159 SHEET: OHEAVY HEAD / MEDIUM JAMB GLASS STOP HORIZONTAL MEMBER 6063-T5 O 6063-TS 10 6063-TS �j 4.969^ LIGHT SILL 6063-TS 3.898' 0.886' 0.079" 15 SNAP IN COVER 6063-T5 T 4.000" 0.125" 19 EXPANSION MULLION REINF. STEEL 0.079" 0.079" .500" 2.5100" 5.196" 4.969" LIGHT SILL FLASHING 6063-T5 F— 0.157" 5.000" 0.094" r 2.500" 16 DOOR MULLION 6063-T5 13 HEAVY SILL 6063-TS V0.0911, 5.000" �{ [---- 1.281" FEMALE EXPANSION MULLION 6063-TS 0.125" .063" 0 2.500" I� Imo— 5.252" ---{ 14 HEAVY SILL FLASHING 6063-TS 0.091" 5.000" 1.281" MALE EXPANSION MULLION 6063-T5 YKK msp�Ir- ues YKK AP AMERICA 1229 H-441 BYPASS DUBLIN,GEORGIAM21 PH:(4TB1222-1955 FA%:(M)838e 1 W Z Ln 9 8E �T �mS4 LE 2 L7 9 hW C) Zgg r'1 1n O i'"^' o jq 3 � Ym" J m ? w j a a 10 _ 7 NAi- HE3MDA P..E N. 73 E BULD P.E. N. 7A2e BUDDDIC Pe, DROWC I E.eEAW R aWA / ax DANIA NU BEAgI. FM CM. a AUTIONIUIION Ho. 29s7e FL#: FL14218 DATE: 11.18.15 DWG. m cH HFN SCALE: NTS owG.a: YKK159 SHEET: 20 398 East Dania Beach Blvd. BUILDING DROPS Suite338 k FL 33004 A Perfect Solution in Every Drop Dania Beach, 954.399.84PH 781PH 1( Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of YKK AP America, Inc. Series "YHS 50 FI" 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 1— 4 BUILDING DROPS FL#: FL14218 A Perfect Solution in Every Drop Date: 0 0/2016 1(k Certificate of Authorization: 29578 Report Noo:: 4289 Manufacturer: YKK AP America, Inc. Product Category: Panel Walls Product Sub -Category: Storefronts Compliance Method: State Product Approval Method (1)(d) Product Name: Series "YHS 50 FI" 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 Sd 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 YKK359, 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 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 not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing YKK159 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions YKK159 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS FL#: FL14216 A Perfect Solution in Every Drop Date: 0 0/2016 1(k Certificate of Authorization: 29578 Report Noo:: 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 Testing, 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 # TST4311) Report #: E4885.01-401-18, Report Date: 11/05/15 Report #: E4890.01-401-18, Report Date: 11/05/15 Signing Engineer: Justin P. McDonald, P.E. # 77418 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. # 77418 3. Product Testing performed by Hurricane Testing Laboratory Report #: 0231-1203-08, Report Date: 07/13/09 Report #: 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. #0014373 5. Material Certification Miami -Dade County Notice of Acceptance Kuraray America Inc (Previously Dupont) SentryGlas Interlayer Trosifol PVB Interlayer Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 1(BUILDING DROPS FL#: FL14218 k 016 A Perfect Solution in Every Drop Date: 0 o: 42 9 Certificate of Authorization:29578 Report No: 8 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 (YKK159) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (YKK1S9) for design pressures based on size, configuration, and glass types. Equivalence of Test Standards: I. 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 r BY 1/15/2018 Florida Building Code Online Business & Professional Regulation -- BCIS Home l Log In I User Registration { Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida ra Product Approval ' I 10 USER: Public User Bhars[ �� Product Aooroval Menu > Product or Aoolica t(on Search > Application List> Application Detail Comments . Archived Cl Product Manufacturer YKK AP America 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 Firetower Rd Dublin, GA 31021 (478) 277-2549 chrismoody@ykk-api.com Quality Assurance Representative Greg Hultquist Address/Phone/Email 332 Firetower Road Dublin, GA 31021 (478) 277-2515 greghukquist@ykk-api.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 ua ity Assurance Entity Architectural Testing, Inc. QW—t Assurance Gon •tact Exp ration Date 12/31/ 0 •9 validatecs By LocKe Bow en Z Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDq\,gqu2w%2bnFg00OJlKGoOEfGnGhl94%2bsgnjZUy9ASMtGVA%3d%3d 1/2 1/15(2018 Florida Building Cade 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 16554.2 135 H 35 H Large Missile (Level E) Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16554 R5 II ,YKK157 SS 2017-06-16.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, 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 IV - Essential FI 1651; R5 AE 3SH-SOH Door Trerrico Gasket Report.odf Facilities or Structures FL16554 R5 AE PER4899 SS 2017-06-16.Ddf Created by Independent Third Party: Yes 16554.3 50 H 50 H Large Missile (Level E) Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16554 R5 IT YKK158 SS 2017-06- I6.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, 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 IV - Essential FL16554 R5 AE 351-1-50H DoorTremco Gasket Reoort.Ddf Facilities or Structures FL16554 R5 AE PER4900 SS 2017-06-16.odf Created by Independent Third Party: Yes 16554.4 50 H 50 H Large and Small Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16554 R5 II YKK021 SS 2017-06-16.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: See Installation Drawings for design pressure depending FL16554 R5 AE 35H-SOH Door Tremco Gasket Renort.odf on glass types and missile impact ratings. FL16554 R5 AE PER4874 SS 2017-06-16.odf Created by Independent Third Party: Yes Back Next Contact Lim :: 2601 Blair Stan e Road, Ta Ila hassee FL 32399 Phone- 850.4R7-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:; Privacy Statement :; Accessibility Statement ;; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a pub8o-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional. mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication Wth the licensee. However email addresses are public record. If you do not Wish to supply a personal address, please provide the Department with an email address Mich can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_ Product Approval Accepts: ®® echeck Credit Card Safe http://www.fioridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQvvtDq%,gqu2v°/`2bnFg000JlKGoOEfGnGhl94%2bsgnjZUPASMtGVA°/a3d°/a3d 212 4 � • 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 i1/2 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. 4. 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 I/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING USE 414 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 114 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 7. FOR INSTALLATION THROUGH METAL FRAME USE I/41NCH DIAMETER SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE. B. FOR INSTALLATION THROUGH ALUMINUM MULLION USE 1141NCH DIAMETER SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE THREADS MINIMUM PENETRATION BEYOND ALUMINUM FRAME SUBSTRATE. 9. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 10.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A 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. 12.INSTALLATION 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.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER) WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI. D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALLTHICKNESS. E. ALUMINUM -MINIMUM 1/16 INCH THICK 6063-T5 ALUMINUM. YKK AP AMERICA INC. SERIES 35H ALUMINUM OUTSWING ENTRANCE DOOR (IMPACT) GENERALNOTES: 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: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPON51BILITY 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. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. DOOR FRAME MATERIAL: ALUMINUM 6063-TS 7. ALL STRUCTURAL MATERIALS & DISSIMILIAR METALS SHALL BE PROTECTED,TREATED, PAINTED, COATED, AND/OR ISOLATED AS REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS CHARTS. SEE SHEET 13 & 14 FOR GLAZING DETAILS. 9. DOOR CONFIGURATIONS MAY UTILIZE BUTT HINGES AS DESCRIBED HEREIN OR CONTINUOUS HINGES INTERCHANGEABLY. 10. ALLOWABLE CONFIGURATIONS: X (SINGLE DOOR) OR XX (DOUBLE DOOR) WITH OR WITHOUT TRANSOMS. TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION & GENERAL NOTES 2 ELEVATIONS 1 3 ELEVATIONS 2 3.1 ELEVATIONS 3 4 ANCHOR LAYOUTS & QUALIFIED HINGE ASSEMBLIES 5 VERTICAL SECTIONS 1 6 VERTICAL SECTIONS 2 7 VERTICAL SECTIONS 3 & THRESHOLD WATER & DP LIM. 8 HORIZONTAL SECTIONS 1 9 HORIZONTAL SECTIONS 10 HORIZONTAL/VERTICALSECTIONS 11 CURTAINWALL INSTALLATION & DOOR CORNER DETAILS 12 FRAME CORNER DETAILS 13 GLAZING DETAILS 1 14 GLAZING DETAILS 2 15 COMPONENTS & BILL OF MATERIALS 16 COMPONENTS (1) 17 COMPONENTS (2) DESIGN PRESSURE TABLE GLAZING TYPES MAX. D.L.O. SIZE MAX. DP IMPACT RATING A, B, C 38.75" X 82.75" +90/-90 PSF LMI &SMI Al, Bl, Cl 38.75" X 82.75" +70/-90 PSF LMI & SMI D, E 32.81" X 82.75" +60/-60 PSF LMI & SMI DI, El 32.81" X 82.75" +50/-50 PSF LMI & SMI F, G, H 38.75" X 82.75" +90/-90 PSF SMI Fl, Gl 38.75" X 82.75" +70/-90 PSF SMI C, Cl 32.44" X 100.81" +90/-90 PSF LMI &SMI NOTE: I. LMI- LARGE MISSILE IMPACT RATED 2. SMI- SMALL MISSILE IMPACT RATED 3. SEE SHEETS 12 & 13 FOR GLAZING DETAILS 4. SEE SHEETS 2-4 FOR LIMITATIONS ON DESIGN PRESSURE BASED ON SIZE AND LOCKING HARDWARE YKK Quality cl © mspi% YKK AP WERICA INC 332 RRETOWER ROAD OUBUN. GEORGIA 31021 PN:(478)2V-2549 M:(678)838-6001 no m z o i Cu A. V Q ? O q Z �mm u=f Z L7 BULL n7 W -a Ou�u w L7 Z Z O Y l7 m w Z Q m m caZ � 7 ¢ ~ DC 70Q O J 2 Q O_ DO _ K m QoIK ON e+ N N z C o Q O w p z = V O Z Z 0 m, u o Ou �// � VO \ d J m mLL a w _ w H o O W J 3 p o o. Y Z o fc y U N m i a LI- F- u ~ m m Z Z O U V1 )WG #: YKK020 MEET: 1 OF1 p FRAME WIDTH 384" MAX. 384' MAX. D.L.O. WIDTH 7D.L.O. WIDTH 91' 8 B L \ 27' 3„ MAX. D.L.O. HEIGHT Q 9 \ IAX. AME 8 27' ° IGHT Ij 4 42L, 4 / 27' A\�„ S \ / 75, 8 FRAME WIDTH 3216" MAX. 3216" MAX. D.L.O. WIDTH D.L.O. WIDTH 98, B C 6 L \ \ 27' MAX.% D.L.O. HEIGHT 82' / 9 \ U P IAX. AME 9 8 27' ° IGHT 454„ A 424 1/ 27' S \ 75, S ELEVATION C t SINGLE POINT WITH FLUSHBOLTS ELEVATION B QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGENT8500RIM PANIC WITH REMOVABLE MULLION +/-60PSF VON DUPRIN 98/99SERIES RIM PANIC WITH REMOVABLE MULLION +50/-50 PSF VON DUPRIN 33A/35A SERIES RIM PANIC WITH REMOVABLE MULLION SARGENT8500 RIM PANIC WITH REMOVABLE MULLION +/-60PSF CORBIN RUSSWIN ED4200 RIM EXIT DEVICE WITH REMOVABLE MU W ON YALE 72SOM EXIT DEVICE WITH REMOVABLE MULLION NOTE: RIM PANIC EXIT DEVICES WITH REMOVABLE MULLION ARE NOT FOR USE WITH AIR/WATER RATER THRESHOLD. NOTES: 1) WHEN AIR/WATER THRESHOLD IS UTILIZED, MAX. DOOR FRAME HEIGHT MAY INCREASE TO 99-7/8". SEE DETAIL D, BE FOUND ON PAGE 4. 4) SEE SHEET 7 DESIGN PRESSURE UMITATIONS BASED ON WATER INFILTRATION REQUIREMENTS. ELEVATION C QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SINGLE POINT MS 1850ON ACTIVE WITH 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 I FI HI FRAME WIDTH 3211�3" MAX. 32i66" MAX. D.L.O. WIDTH D.L.O. WIDTH 988Z' 27' 823" 4 MAX. D.L.O. HEIGHT IAX AME IGHT F V 6 10 L \ \ X U P 27' 30 9 8 E 39111, / 1 27' 6 10 \ 8 ELEVATION B t RIM PANIC WITH REMOVABLE MULLION FRAME. WIDTH 3216" MAX. 3216" MAX. D.L.O. WIDTH D.L.O. WIDTH 98,7' B C 5 N / \ \ Q \ 9 U N 27' D.L.O.. HEIGHT 8Z„ IAX. AME IGHT 27 9 8 \E 391� ' 1 1'/ f 27' 6 \ kL 75. a ELEVATION D t CONCEALED VERTICAL ROD "K aPtpaliirteye MAPAMERICA INC 332 FIRETOWER ROAD DUBUN, GEORGIA 31021 PH: 1478I 277.2949 ": 167818384MI 2 O a0^ m 'z_°o ua� $ 7 U Z > m y a TTm m O� Dc ,^p w zmDo Z Do W 3 m Z w opz Y 5 Ee a _ m Q Wo jp � � W Oml z a m a I: V O � � 0 z Q W Q z Z O (n O J W co u LLLJJ U O Li W W Q W Y Z cn 1n m m Y U 41 LL ~��tlIR 1L '~ m � F a o z_ u Z 2 OF18 N t • FRAME WIDTH 38' MAX. 381" MAX. D.L.O. WIDTH D.L.O. WIDTH 823„ 8MAX. WC L D.L.O. HEIGHT B Q 9 \ i97 8 1AX. U P AME 9 8 IGHT S _ 101" MAX. FRAME WIDTH 9441" MAX. D.L.O. U ELEVATION E QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGENT 8400 CV R EXIT DEVICE 90PSF FI RST CHOICE 3690 CVR EXIT DEVICE OD0KWMATIC41I156 VRiEXiTiDEti LMM +70/- 90 PSF DOR-O-MATIC 1690 CVR EXIT DEVICE ELEVATION F QUALIFIED LOCKING HARDWARE DESIGN PRESSURE DOR-O-MATIC 2390 MID -PANEL EXIT DEVICE +70/-90PSF NOTES: 1) WHEN AIR/WATER THRESHOLD IS UTILIZED, MAX. DOOR FRAME HEIGHT MAY INCREASE TO 99-7/8". SEE DETAIL D, PAGE 5 AND DETAIL K, PAGE 7. 2) SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH THAT SINGLE DOOR UTILIZES HARDWARE FROM ACTIVE DOOR PANEL. 3) ADDITIONAL QUALIFIED PANEL CONFIGURATIONS CAN BE FOUND ON PAGE 4. 4) SEE SHEET 7 DESIGN PRESSURE LIMITATIONS BASED ON WATER INFILTRATION REQUIREMENTS. •NOTE: AIR TIGHT THRESHOLD (ITEM #13) MAYBE USED IN LIEU OF IR/WATER THRESHOLD WHEN UTILIZED WITH CONCEALED VERTICAL OD DEVICES 'ELEVATION G NOTES: 183" MAX. 1. FORTRANSOM MULLION DETAILS/9. D.L.O. 388' MAX. T 388' MAX. A. MAX. DESIGN PRESSURE NOTTO EXCEED+70/-65 PSF WHEN MONO-LAMI HEIGHT D.L.O. WIDTH 9 D.L.O. WIDTH 1 GLAZINGS ARE UTILIZED (MULL ITEM#51). J_ B. DESIGN PRESSURE NOTTO EXCEED+70/-70 PSF WHEN INSULATED LAMINATED GLAZINGS ARE UTLILIZED (MULL ITEM# 52). 8� C. LESSER DESIGN PRESSURE OF THOSE STATED ABOVE (1.A & 13) OR THOSE S S1 FOUND ON SHEET 1 SHALL GOVERN. 9 9 \ \ 2. FOR TRANSOM MULLION DETAILS1/9. L 27" A. MAX. DESIGN PRESSURE NOT TO EXCEED+70/-70 PSF WHEN MONO-LAMI Q GLAZINGS ARE UTILIZED (MULL ITEMM 61). B. DESIGN PRESSURENOTTO EXCEED+70/-90 PSF WHEN INSULATED 82$' 9 \ LAMINATED GLAZINGS ARE UTILIZED (MULL ITEMM 62). MAX. U P C. LESSER DESIGN PRESSURE OF THOSE STATED ABOVE (2.A & 2.B) OR THOSE D.L.O. 9 8 FOUND ON SHEET I SHALL GOVERN. 120" HEIGHT 27" MAX. 0 3. LESSER DESIGN PRESSURE OF THATSHOWN IN TABLEABOVE, ORTHAT INDICATED FRAME IN CORRESPONDING TABLE FOR HARDWARE SHALL GOVERN. HEIGHT \ / \S3„ 1 -4 4. MAX. DOOR SIZES FOR A GIVEN HARDWARE AS INDICATED IN ELEVATIONS A-F & 1 4 424 SHALL GOVERN MAX. SIZE OF ASSEMBLY. ASSEMBLY IS TO NOT EXCEED A 27" DIMENSIONS AS SHOWN IN ELEVATION G. - ELEVATION H 7$„ QUALIFIED LOCKING HARDWARE DESIGN PRESSURE ADAMS RITE MS 1850 WITH MS 4015 AND MS 4016 +90/-90 PSF TOP AND BOTTOM BOLTS. DOUBLE DQOR WI,I,Q I TRANSOM ADAMS RITE MS 1880. +90/-90 PSF I FI H. FRAME �WIDTH 398" MAX. 398" MAX. D.L.O. WIDTH D.LO. WIDTH Ill ¢, 8 C !! 1ii 2 \ Q \ 27" S 5 5 L MAX. 82" 8 D.L HEIGHT H 9 \ U P IAX. AME 9 B 27' IGHT 27' 28 " 4 4 AAX. D.L 0. 40" 5 HEIGHT 8 ELEVATION F t MID -PANEL EXIT DEVICE NOTE: HARDWARE FABRICATION LOCATION ON ELEVATION F IS 40" FROM BOTTOM OF DOOR REGARDLESS OF WHICH THRESHOLD IS USED. 8� �F 0 v v � 0 v C 2 YKK a P Quality, Inspires UX AP ANIERICA INC 332 FIRETOWER ROAD DUBLIN, GEORGIA 31021 PH: (478) 277.2549 FX: 1678) 838om1 i O m 7O zo u g v V z m a ¢ > Nmm O O=LL u m(D ai irk > is mQ zam W 3 W Q O¢ o z 1 0 ¢ mW.o _ w m ¢ �m a F� - O 4 r1 N N G 1%%E2033"- I �N O, LL ~ ) PR�%``� 33" lii •' f0 m z In x= uz l l N O z 8 DWG #: YKK020 SHEET: 3 OF18 9 N FR HE I FI H 77" MAX. FRAME WIDTH 24 3/16" MAX. —I 24 3/16" MAX. D.L.O. WIDTH rl D.L.O. WIDTH v . E A HEIGHT v Q v GHT ��•;_� vv is v ELEVATION I CVR EXIT DEVICE 4 LI FRAME WIDTH 2716' MAX. 2716" MAX. D.L.O. WIDTH D.L.O. WIDTH 97' 8 F V 6 10/ UXX, 31' 9 10 L01" IAX. 9414 AME MAX. IGHT D.L.O. e x \ U P 31' SO 9 8 HEIGHT E 39 / 31' 6 10 75, 8 ELEVATION K I RIM PANIC WITH REMOVABLE MULLION ELEVATION I QUALIFIED LOCKING HARDWARE DESIGN PRESSURE VON DUPRIN 3347 CONCEALED VERTICAL ROD .70/48 PSF ELEVATION J QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SEE ELEVATIONS A-F&I FOR ALLOWABLE LOCKIN HARDWARE SYSTEMS NOT TO EXCEED N0/-90 PSF ELEVATION K QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGET 8500 RIM PANIC WITH REMOVABLE MULUON ♦/-47 PSF VON DUPRIN 98 / 99 SERIES RIM PANIC WITH REMOVABLE MULLION ♦/- 39.7 PSF VON DUPRIN 33A / 35A SERIES RIM PANIC WITH REMOVABLE MULLION SARGENT 8500 RIM PANIC WITH REMOVABLE MULUON �/-47.7 PSF CORBIN RUSSWIN ED4200 RIM EXIT DEVICE WITH REMOVABLE MULLION YALE 7250M EXIT DEVICE WITH REMOVABLE MULLION ELEVATION L QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SARGET8SOORIM PANICWITH REMOVABLE MULLION 533 PSF VON DUPRIN 98 / 99 SERIES RIM PANIC WITH REMOVABLE MULLION ♦/-44.4 P5F VON DUPRIN 33A / 35A SERIES RIM PANIC WITH REMOVABLE MULLION SARGENT 8S00 RIM PANIC WITH REMOVABLE MULUON �/-53.3 PSF CORBIN RUSSWIN ED4200 RIM EXIT DEVICE WITH REMOVABLE MULLION YALE 725DM EXIT DEVICE WITH REMOVABLE MULLION So-" MAX. D.L.O. HEIGHT L 120" MAX. FRAME HEIGHT 7D1" 8 MAX. D.L.O. 1 NOTES: 1) WHEN AIR/WATER THRESHOLD IS UTIUZED, MAX. DOOR FRAME HEIGHT MAY INCREASE TO FI 99-7/8". SEE DETAIL D, PAGES AND DETAIL K, PAGE 7. H I 2) SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH THAT SINGLE DOOR UTILIZES HARDWARE FROM ACTIVE DOOR PANEL. 3) ADDITIONAL QUALIFIED PANEL CONFIGURATIONS CAN BE FOUND ON PAGE 4. 4) SEE SHEET 7 DESIGN PRESSURE LIMITATIONS BASED ON WATER INFILTRATION REQUIREMENTS. "NOTE: AIR TIGHTTHRESHOLD (ITEM #13) MAY BE USED IN LIEU OF AIR/WATER THRESHOLD WHEN UTILIZED WITH CONCEALED VERTICAL ROD DEVICES _ 89" MAX. _ FRAME WIDTH 824" MAX. D.L.O. WIDTH 328" MAX. 3283" MAX. D.L.O. WIDTH D.L.O. WIDTH �n \ 3„ / 45-4 42-1" A 23" 78% ELEVATION J DOUBLE DOOR WITH TRANSOM FRAME WIDTH 3 16" MAX. 304" MAX. D.L.O. WIDTH D.L.O. WIDTH 1 J_ 98, F V / F. 6 10 \ 29' L R X B 8834" 9 10 1 MAX. l42" D.L.O. 9A 8 IAX. HEIGHT 29' AME IGHT 39. 29' E W Y 75' 8 ELEVATION L 1 RIM PANIC WITH REMOVABLE MULLION Quality inspiresr Y" AP AMERICA INC 332 FIRETOWER ROAD DUBLIN, GEORGIA 31021 PH; (478) 277-2549 FX:(6781838-6001 �o m O O m z 0 LjaQ u z w a m y m m o 0 V N L9WV � zz w EDm� zam y o ¢ m Lo = a < m 0 e-1 N N O 0 0 w L] 0 Z a 0 W z ow Ln g o \ a_ u W W J J L7 2 W O w 'O 0 p Y z w H U51 Q Y U U ~ m c mZ Q. N O if N C = U Z KK020 3.10F18 41" MAX. FROM CORNERS 52"MAX. FROM CORNERS I 1312" MAX. O.C. 6j" MAX. FROM CENTER OF DOOR QUALIFIED HINGE ASSEMBLIES ... ... r FROM I O. NE oil MINI .III I11 II III I . . III II Ili, ill nN�ll��._�II�Cnq %+Si1ID^S:'"^ 1 �I a�urr�� (� ram,=©s�ss>ErIF„�;�T„a�� .•�a>�o-� BUTT HINGE FFOUR(4)MCKINNEV TA1714 101'K981/2" +90/-90 PSF BUTT HINGES PER DOOR LEAF ONE Ill ROTON 780.726HO CONTINUOUS HINGE CCNTINUOUSGEARED HINGE PER 201"K 981/2" +90/.90 PSF DOOR LEAF ONE (1) RSELECT 27HD CONTINUOUS HINGE CCNTINUOUSGEAREO HINGE PER 301"K981/2" +901-90 PSF DOOR LEAF RISON PIVOT H INGES 180 ATTOP, PIVOT M-19 AT INTERMEDIATE, & 101° K 981/2" +90/-90 PSF 147 AT BOTTOM AX. RNERS . FROM IS 8" MAX. C FROM RS —NOTE: IF DOOR HEIGHT IS LESS THAN 90" AND DOOR WIDTH IS EQUAL TO OR LESS THAN 36", THEN ONE INTERMEDIATE BUTT HINGEAT MIDSPAN IS REQUIRED BETWEEN TOP & BOTTOM BUTT HINGES 'TWO (2) LESS ANCHORS ARE REQUIRED AT SILL FOR DESIGN PRESSURES OF +/- 60 PSF OR LESS. QUALIFIED PANEL CONFIGURATIONS i MIDRAILS CROSS RAILS I�-101"� 99�g" Jm- MIDRAILS WITH AIR/WATER THRESHOLD "K CIP Quality � inspires YKK AP AIVERICA INC. 332 FIRETOWER ROAD DUBLIN, GEORGU131021 PR:(478)277.2S49 R:(678)838-M1 i o 00 �O W z o m u as g juJo z m m a u=, z g iD D, wLD o= Omt=.1 zz uw N m Z<m Ei 1/wI Q= W Oz m- C) (7 d m m , � a �m w Q em-I n ~+ A a N e�-1 N KJ .ri o O 00 w oQ o z 0 0 w vW v) Z °�< Y Z 0 w U Y U i7 LL F ""•" pvko Do 1�'; Do -_-Df CO )WG #: YKK020 iHEET: 4 OF18 1/2" MIN. EDGE DISTANCE 1/2" MIN, EDGE DISTANCE 1/4" SELF -TAPPING INSTALLATION 1/4"SELF-TAPPING INSTALLATION SCREW IN. 6063-T5 ALUMINUM SCREW MIN.18 GA. STEEL YKK MUL N OR CURTAINWALL 3 THREADS OF MIN. STUD BY OTHERS 3 THREADS OF MIN. FRA NDER SEPARATE PENETRATION BEYOND SHEATHING PENETRATION BEYOND APPROVAL ALUMINUM STRUCTURE BY OTHERS STEEL STRUCTURE �� ap m ires EXTERIOR FINISH YER AP WERICA INC. PERIMETER SE NT BY OTHERS 332FIR ETOWERROAD BY OTHE 9) 2". 549 FXIA 78) 8 Rx:laie)zn-2sas f%: I6]e)838{A01 PERIMETER SEALAN 3/8" MAX. o m 3/8" MAX. BY OTHERS SHIM SPACE '^ Y 12 g 2j' 1 SHIM SPACE z Lia i� z>k__7 m B 51 ¢� o aDo O.A. I,I Z E it O.A. DOOR 56 W 0 m a DOOR 6 HEIGHT z Z - m Z a m HEIGHT 3b, 12 p o Q a S., 8 � ' z E5 o a EXTERIOR o ¢ m W c SEE G G INTERIOR OPTIONS - H ro SHEET 13&14 SEE GLAZING 1" OPTIONS 57 SHEETI3&14 4 '.t N p rl N EXTERIOR INTERIOR g VERTICAL SECTION C VERTICAL SECTION m ri 5 HEAD -ALUMINUM MUWON 5 OHCCHEAD (OPTIONAL)- STEEL STUD N o z p ¢ SEE GLAZING ¢ w SEE GLAZING OPTIONS 0 z z OPTIONS 57 SHEET 13&14 N O SHEET 13&14 j a 1 v J W N W Q EXTERIOR INTERIOR p Y 3 z EXTERIOR INTERIOR ¢ ON ON DOOR Standard ttom Rail N14 X 1/2" PHSMS u HEIGHT 7-1 55 TYPE AB 16 p ¢ m 736 O.A. #10 X 1/2" FHSMS z DOOR TYPE "AB" �� 5 HEIGHT THRESHOLD ASSSEMBLY TO BE ��i�.I 14 SEALED PER MANUFACTURERS , L 13 15 STRUCTIONS • • I- 1" PERIMETER 16 3/8" LL ' H 8 8 SEALANT SHIMSP o .� H _ BY OTHERS 11/2" MIN.IN. ��',/y' •* PR�```�� EXTERIOR FINISH _ EMBEDMENT CONCRETE/MASONRY 1 a' , . BY OTHERS _ BY OTHERS • '4• EMBEDMENT } W ..': _ w m� mZ J V1 2X WOOD FRAME 914 W OD SCREW y 1 Q o ~ i BY OTHERS •"' INSTALLATION ANCHOR I ^I 3 _ z 3/4" MIN. 21/2 DISTANCE •1/4' ITW TAPCON DW p u EDGE DISTANCE INSTALLATION SCREW A EN VERTICAL SECTION 5 VERTICAL SECTION Y 20 SIL- ZXWOODFRAME 5 SILL - cA SHEET: 5 OPU 1/4" ITW TAPCON INSTALLATION SCREW 1 1/4" MIN. EMBEDMENT '. 3/8" MAX. . • - SHIM SPACE 22 LJ (3) FHMS 1/4-20 X 5/8 (3) PHMS 1/4-20 X 5/8 O.A. I DOOR 4� HEIGHT 16 EXTERIOR INTERIOR R OVABLE MULLION SEE IL R, PAGE'9 57 SEE GLAZING OPTIONS SHEET I3& VERTICAL SECTION 6 HEAD-CONCRETE/MASONRY REMOVABLE MULLION SEE GLAZING EXTERIOR OPTIONS INTERIOR (— 16 T1�SHEETI3&14 O.A. DOOR HEIGHT REMOVABLE MULLION SEE DETAIL R, PAGE 9 EXTE SEE GLAZING OPTIONS 'NOTE: MIDRAIL SHALL BEAT SHEET 13&14 MINIMUM 6 3/16". SEE SHEET 7 FOR ALLOWABLE 2%" CROSS RAIL DETAILS. EXTERIOR VERTICAL SECTION 6" MIDRAIL MIN. (2) 1/4" SS HILTI KWIK BOLT 3 ANCHORS 6jl" OR (2) 3/8" SS HILT] KWIK BOLT 3 ANCHORS 55 THROUGH MULLION BRACKET MIN. 15/8" EMBEDMENT. MIN. 21/2" EDGE DISTANCE L ri 13 3/8" MAX. ITI SHIM SPACE 1X WOOD BUCK klXx 11/4"MIN. OPTIONAL BY OTHERS �� EMBEDMENT CONCRETE/MASONRY— BY OTHERS • f' CO 2 1/2" MIN. EDGE 1/4" ITW TAPCON DISTANCE INSTALLATION SCREW E VERTICAL SECTION 6 SILL-CONCRETE/MASONRY REMOVABLE MULUON 16 INTERIOR SEE GLAZING OPTIONS SHEETI3&14 H� VERTICAL SECTION / MID-PANELEXIT DEVICE -PANIC MIDRAIL SEE GLAZING OPTIONS INTERIOR SHEET 13&14 REMOVABLE MULLION SEE DETAIL R, PAGE 9 YKK a p Quality inspires YKKAPAMERICA1NG 332 FIRETOWER ROAD INTERIOR DUBUN, GEORGM 31021 PH:(479)277-2549 FK: 1679I 83B{Wl ¢ m m S 0 z j V n Z J m a xl E O� n Z z w N V1 'n 0 V wz g m t7Q13 m wo ¢ mwo J W � rl N ro F- H 0 V) o 0 Z p ¢ Q w Q z Z O V) u- m � a � J LL W w ¢ O W 3 Y Z a ¢ � F m u Y (2) 3/8" LAG SCREW INSTALLATION ANCHORS THROUGH MULLION BRACKET MIN. 11/2" EMBEDMENT MIN.1" EDGE DISTANCE 8" MAX. S SPACE 2X WOOD BUCK 1/2" MIN. BY OTHERS :RETE/MASONRY BY OTHERS ' 3/4" MIN. EDGE #14 WOOD SCREW DISTANCE INSTALLATION ANCHOR VERTICAL SECTION 6 SILL-2XWOODBUCK Yc"nua Rl F Mill 11l,RI MIN. �" LL ~ FRo 1ii p¢po 3� co = z u \O u n DWelk YKQ20 SHEET: 6 OPU Alq/V/AIFRRESISTANT I I SEE M.OETAILS TNAESXOID ITFAD P14415,8/16 D/sBlt/) yin 16 57 as 4" 12" EXTERIOR O.A. DOOR HEIGHT 3 716 WHERE WATERINNLTRATION OREQUIRED, POSITIVE DESIGN lOAD51W LLNOT DKEEO.mm. •WHEREWATERI LMnONNREQUIBED,MBAfANIFRIMOVEANANGRATIO M5PSF (OVEBNANGPROAE ONOVERWWGWGkMEQIMLTOMGREATERTMNSIS PRESENT. POSOM DESIGN LOADS NOT DICEED MOPSF. . WHERE WATER INFILTRATION HNW RLQMRED. POWTIVE DESIGN TOAD NOT TO SEE GLAZING OPTIONS SHEETI3&14 INTERIOR CONCRETE/MASONRY '. • • - ';: ... 11/4" MIN. BYOTHERS EMBEDMENT 2 1/2" MIN. EDGE 1/4" ITW TAPCON DISTANCE INSTALLATION SCREW VERTICAL SECTION 7 SILL-CONCRETE/MASONRY STACKED BOTTOM RAIL INTERIOR YKK SEE GLAZING _ *OPT1ONS 67h}E��SHEET 13 & 14 QnBi♦i•TEXTERIORd inspres332 EIREEO RGI ROAD DUBUN, GEORGM 31021 PH: (478) 277.2549 U: (678) 8386W 1 SEE GLAZING OPTIONS SHEET I3&14 EXTERIOR w m d z d 1 VERTICAL SECTION HORIZONTAL SECTION a g o. a m m =I o=W 7 21/2" CROSS RAIL 21/2" CROSS RAIL G 3 m31 azC7a a So m z m -oz Lu 0 F Q mWa S F([©IRA V. �Y 7 SEE GLAZING oQ N N 63 OPTIONS r SHEET 13&14 4„ m N DOOR N o a HEIGHT Z W 0 3 Z p 1216 :z p EXTERIOR INTERIOR V) O '' m Lu O 3 3„ W z O 716 #14 X 1/Z" PHSMS ON u 55 TYPE"AB" #10 X 1/2" FHSMS Y u TYPE"AB" Z < m u 14 THRESHOLD ASSSEMBLY TO BE SEALED PER MANUFACTURERS ,�� * a� 'pie 15 INSTRUCTIONS % �Q�0,,(..., 3/8" MAX. 0. .. 4 4 121 ,. 16 SHIM SPACE ; 11/4" MIN. ul EMBEDMENT y •• ~ 1X WOOD BUCK ei �L OPTIONAL BY OTHERS CONCRETE/MASONRY— BY OTHERS 21/2" MIN. EDGE 1/4" ITW TAPCON ¢ o Z Y = z DISTANCE INSTALLATION SCREW o 0 o u u I( VERTICAL SECTION DWG#: 7 SILL -1X/CONCRETE/MASONRY YKK020 STACKED BOTTOM RAIL SHEET: 7 OF 10 M / � 11/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 1X WOOD BUCK BY OTHERSjI 1X WOOD BUCK — BY OTHERS 2 1/2" MINT EDGE DISTANCE I 1/4" FH ITW TAPCON INSTALLATION SCREW EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS 3/8" MAX. SHIM SPACE INTERIOR 7 3„ 37" " 32 8 16 22�� 4-- 4 6�� O.A. EXTERIOR DOOR WIDTH HORIZONTAL SECTION 8 JAMB - CONCRETE/MASONRY 3/8" MAX. 1 1/2" MIN. SHIM SPACE ABEDMENT 30 INTERIOR SCREW INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS 3 THREADS OF MIN. 3/8" MAX. PENETRATION BEYOND SHIM SPACE STEELSTRUCTURE INTERIOR 30 MIN.18 GA. STEELSTUD BY OTHERS lJ 1 1 1/4" FH SELF -TAPPING INSTALLATION SCREW 1/2" MIN. EDGE DISTANCE SEE GLAZING U7 U nSHEkHING OPTIONS 13 Z 3 BY OTHERS SHEETI3&14 16 38 32 EXTERIOR 416 �212" BY OTHERSINISH EXTERIOR O.A. DOOR PERIMETER SEALANT WIDTH BY OTHERS HORIZONTAL SECTION \-8� JAMB -STEEL STUD 3/8" MAX. SHIM SPACE 3 THREADS OF MIN. PENETRATION BEYOND ALUMINUM STRUCTURE INTERIOR MIN.6063-TS 30 ALUMINUM MULLION OR CURTAINWALL FRAME UNDER SEPARATE APPROVAL 11 1/4" SELF -TAPPING INSTALLATION SCREW 3/4" MIN.I EDGE DISTANCEv I U U EXTERIOR SEE GLAZING EXTERIOR 57 OPTIONS 57 SHEATHING BY O.A. SHEET 13&14 O.A. OTHERS DOOR DOOR EXTERIOR FINISH WIDTH WIDTH BY OTHERS PERIMETER SEALANT HORIZONTAL SECTION p HORIZONTAL SECTION BY OTHERS 8 JAMB -2XWOOD FRAME 8 JAMB -ALUMINUM STUD CONTINUOUS HINGE 1/2" MIN. EDGE DISTANCE PERIMETER SEALANT BY OTHERS YKK aualfty o msplrinspires YU AP AMER" INC 332 FIREiOWER ROAD DUB1N, GEORGM 31021 PW IVII)177-25CR Fx:(678)838-6001 �o m �o M g ?z o Z Jm S G vi mm �z o�LL ~ w0 17�F;. �3 m oZQ �Qz 5 _ o ii0 Q 1 mu � J ~ o n .� '-I N N R LL /y R r m m Z � v7 3� =i EQJz ] N U y 0 0 )WG JJ: YKK020 SHEET: 8 OF18 INTERIOR SEE GLAZING OPTIONS SHEETI3&14 16 I l/J 3$16L� 38 9Z" _ I EXTERIOR HORIZONTAL SECTION 9 MEETINGSTILE SEE GLAZING 4 INTERIOR UNDER SEPARATE APPROVAL EXTERIOR V HORIZONTAL SECTION 9 VERTICAL MULLION STOREFRONT SYSTEM e U pllfYll��l SEE GLAZING v MIllpll��l SEE GLAZING �W v OPTIONS OPTIONS SHEET 13&14 SHEET 13&14 S VERTICAL SECTION VERTICAL SECTION_ 9 OHCCMULUON 9 STANDARD TRANSOM MULLION SEE SHEET 3 FOR DP LIMITATIONS SEE SHEET 3 FOR DP LIMITATIONS 2 x 5/16" FLAT BAR &- 2 x 3/4 x 0.120 FORMED TUBE (E3-0197) YKK SEE DETAILS E & F, PAGE 61 FOR QUal,jjy ATTACHMENT OF MULLION TO LNSp,IRS HEAD AND SILL. MAP"ERI INC 332 FIREPOWER ROAD DUSU ,GEORGIA 31021 PH:(478)277-2S49 FX:(678)838.6m1 20 m 9 8 Z Q V p n Z N !3z O J m a Q a z o a m m N w m w p V �U z Z l7mug W uty d O _ p OQa w j w G _ cj a Q m 7 16 7 SEE GLAZING F w m 6�� 3g38" 6" OPTIONS F- a SHEET 13&14 9811, rw 14 N p � rl N HORIZONTAL SECTION in g MEETING STILE W/REMOVABLE MULLION N w p Z p p Q Q Q z w Z O N m m 1/4" ITW TAPCON a � vp 21/2" MIN. EDGE INSTALLATION SCREW LLu p DISTANCE 1 1/4" MIN. w o > w Q 3 +i'._:. •.°. EMBEDMENT >< a Z m m HAX O Z Q m 3/8" — SHIM SPACE y .• �g2'v0 SEE GLAZING OPTIONS SHEETI3&14 T VERTICAL SECTION 9 �~ TRANSOM HEADER O N 3= x z o p U DWG#: YKK020 SHEET: 9 OF18 M I � � � s r 21/2" MIN. EDGE 1/4" ITW TAPCON DISTANCE INSTALLATION SCREW 1 1/4" MIN. EMBEDMENT u uD 3/8" MAX 21„ SHIMSPACE 2 (3) FHMS 1/4-20 X 5/8 12 (4) PHMS 1/4-20 X 5/8 56 O.A. VON DUPRIN KR9954 TOP DOOR MULLION FITTING HEIGHT 416 EXTERIOR INTERIOR DUPRIN KR9954 KEYED REM BILE MULLION 57 SEE GLAZING OPTIONS SHEETI3&1 � l VERTICAL SECTION HEAD - CONCRETE/MASONRY REMOVABLE MULLION EXTERIOR SEE GLAZING INTERIOR OPTIONS 16 SHEETI3&14 O.A. DOOR HEIGHT MIN. 61-991, 1X WOOD BUCK OPTIONAL BY OTHERS CONCRETE/MASONRY BY OTHERS 21/2" MIN. ED( —VON DUPRIN KR9954 KEYED REMOVABLE MULLION —VON DUPRIN KR9954 BOTTOM MULLION FITTING (4) 1/4" SS HILT[ 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. r SHIM SPACE �L 1 1/4" MIN. F EMBEDMENT 1/4" ITW TAPCON INSTALLATION SCREW VERTICAL SECTION SILL - CONCRETE/MASONRY REMOVABLE MULLION VON DUPRIN KR9954 KEYED REM( HORIZONTAL SECTION qw MEETING STILE W/REMOVABLE MULLION NOTE: SEEELEVATION B, SHEET 2 FOR DETAILS OF RIM PANIC DEVICES. VON DUPRIN KR9954 KEYED REMOVABLE MULLION TO BE USED WITH VON DUPRIN HARDWARE ONLY. 10 0 m 32 216 O00 3" VON DUPRIN KR9954 BOTTOM MULLION FITTING SEE GLAZING OPTIONS SHEETI3&14 VON DUPRIN KR9954 TOP MULLION FITTING YKK a p Quality inspLres YKK AP AMERICA INC. 332 FIRETOWER ROAD DUBUN, GEORGIA 31021 PR:(478) 277.2549 FK:(678)9384MI no z P Y 7 0 z �C7 G m ��m S Q z n s a m m o x� C)X mw cc Owu Wz m �Dag zaDO qq ° z j ° O ¢ Q m w 0 "� .0 � x w ~ � n '-I N N N Ln G Z p ¢ Q w 0 z z 0 N O J LL m L�u/ u o LL w w ¢ o Y 3 z a a C) m � Y U u LL ui Y 4 CO m Z J N. ] N mm u Z 0 o u vI )W YX KQ20 iHEET: �1 O O 1/4" SELF -TAPPING INSTALLATION SCREW (SEE INSTALLATION NOTES, SHEET 11) 36" MIN. EDGE DISTANCE MIN. 6063-TS CURTAINWALL FRAME UNDER SEPARATE APPROVAL 3 THREADS MIN. PENETRATION BEYOND ALUMINUM STRUCTURE INTERIOR SEE GLAZING OPTIONS SHEET 13&14 EXTERIOR HORIZONTAL SECTION JAMB - SUBFRAME TO CURTAINWALL 5/16"' 5/16" 1 IFr 5/16" 13 FC-1016 (2) #10Xill FHSMS TYPE AB 5/16" 3/8-16 x 5/8 SOCKET HEAD CAPS SCREW (2) PER CORNER ill DOOR CORNER DETAIL 1 HEAD - TYPICAL NOTES: A. CURTAINWALL SUBFRAME IS LIMITED TO A MAXIMUM SIZE OF 78 3j" X 98 36" FOR ALL HARDWARE TYPES. B. BUTT HINGE SHOWN, CONTINUOUS HINGES MAY ALSO BE USED. INSTALLATION NOTES: A. AT HEAD, USE CLUSTERS OF (3) ANCHORS AT EACH CORNER, SPACED 4 W' MAX. FROM CORNERS AND 3" O.C. THEREAFTER. B. (DOUBLE DOORS ONLY) AT HEAD, USE CLUSTER OF (8) ANCHORS AT MIDSPAN, SPACED 2" FROM EITHER SIDE OF MIDSPAN AND 3" O.C. THEREAFTER. C. AT JAMBS, USE ANCHORS SPACED 5 Y2" MAX. FROM CORNERS AND 9 %" MAX. O.C. THEREAFTER. %" MIN. EDGE DISTANCE MIN.6063-TS ALUMINUM CURTAINWALL FRAME UNDER SEPARATE APPROVAL J 3 THREADS MIN. PENETRATION BEYOND ALUMINUM STRUCTURE —1/4" SELF -TAPPING INSTALLATION SCREW (SEE INSTALLATION NOTES, SHEET 11) INTERIOR Z VERTICAL SECTION HEAD - SUBFRAME TO CURTAINWALL 3/8-16 x 5/8 SOCKET HEAD CAP SCREW (2) PER CORNER -+{ 13/16" 5/16" FC-1016(2) #10Xill FHSMS TYPE AB 11/2" v 5/16" 5/16" 1 1/2" DOOR CORNER DETAIL 2 SILL - TYPICAL SEE GLAZING OPTIONS SHEET 13&14 MA 575, aP��. tnsptres Y" AP ANIERIM INC 332 FIRETOWER ROAD DUSUN, GEORGIA 31021 PN:(478)277-2649 Fx:(678)838.6001 � o 0 Y F 7U m a -_>m m go a m m m w z xLL z W C3 u wZ a0 L7mFgi N3 z_o 0 oQa O moo ii i S Oa a -I N N % r ] N 3 2 = g Z )WG #: YKK020 MEET: 11 OF18 FM1006 (3) YKK N10-24 X 3/8" FH MS Qualpiresity p cl ins UX AP "ERICA INC O ' O 332 RRETOMR ROAD DUBUN, GEORGIA 31021 PH:14781277-2S49 FX:1678I838fi001 O m PC O ro O O ZO � m Uzto n 29 13 x� W � m O�J` M W K �wc=aJ w l7 O Z V l7 m m mw,3 o oza $ W J Z Sm FRAME CORNER DETAIL 2 0 t m o - SILL -4}"AIR TIGHTTHRESHOLD J F- a `L,ayJ w Q ,m.I 1 THRESHOLD CLIP PART NO.29 (E1-1066) IS FC-1216 (3) NOT REQUIRED IN APPLICATIONS WITH FM1004 (2) 12 N12 x 1" RIXSON PIVOTS OR SINGLE DOORS WITH #10-24 X 1/4" FH SMS AB TYPE THE VON DUPRIN 9947 DEVICES. FH MS m F- N O 4 _ 1 Z O O ¢ Z W Z O N O W FC-1226 (4) �i d > j '^ 912x1"7 FH SMS AB TYPE vu w �„ J ¢ C3 W 3 14 Z a � ¢ F 15 m y U 16 O z ¢ m #10 X 1/2" FHSMS FRAME CORNER DETAIL 1 TYPE "AB" A14 X 1/2" PHSMS li HEAD -TYPICAL TYPE"AB" ~ y': ~ FRAME CORNER DETAIL 3 -,��y'••. SILL -AIR AND WATER RESISTANT THRESHOLD ,�',j'�L,•••* PRa`��'` W oN m'' 3��z In mz w 0 DWG #: YKK020 1 SHEET: 12 OF18 LARGE & SMALL MISSILE IMPACT 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 1" O.A. INSULATED LAMINATED GLASS: 5/16" AIR SPACE 3/16" FULLY TEMPERED GLASS 3/16" HEAT STRENGTHENED GLASS 5/16" AIRSPACE 0.075"VANCEVASTORM 35 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 0.090" SENTRYGLAS BY DUPONT 3/16" HEAT STRENGTHENED GLASS —DOW CORNING 995 3/4" GLASS BITE 3/4" GLASS BITE GLAZING DETAIL A 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 5/16" AIR SPACE 35*DOW 3/16" HEAT STRENGTHENED GLASS 90" DUPONT BUTACITE PVB 16" HEAT STRENGTHENED GLASS CORNING 995 3/4" GLASS BITE 3/4" GLASS BITE GLAZING DETAIL D 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS 0.090" SENTRYGLAS BY DUPONT 35 1/4" HEAT STRENGTHENED GLASS DRY GLAZED 9/16" GLASS BITE 38 9/16" GLASS BITE GLAZING DETAIL Bl GLAZING DETAIL Cl DRY GLAZED �9/16" O.A. LAMINATED GLASS: 1/4"HEAT STRENGTHENED GLASS *DOW 0.090" SAFLEX PVB BY SOLUTIA 1/4" HEAT STRENGTHENED GLASS CORNING 995 9/16" GLA55 BITE GLAZING DETAIL El 3/4" GLASS BITE GLAZING DETAIL B DRY GLAZED 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 5/16" AIRSPACE 3/16" HEAT STRENGTHENED GLASS 0.090" SAFLEX PVB BY SOLUTIA 3/16" HEAT STRENGTHENED GLASS CORNING 995 l.:/ 9/16" GLASS BITE GLAZING DETAIL E GLAZING DETAIL Al 9/16" O.A. LAMINATED GLASS: 35 0.09 "SEEATNTSTRENGTHENEDBY 0.090" SENTRYGLAS BY DUPONT 1/4" HEAT STRENGTHENED GLASS 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 5/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 0.090" SENTRYGLAS BY DUPONT 3/16" HEAT STRENGTHENED GLASS DOW CORNING 995 GLAZING DETAIL C CORNING 995 9/16" GLASS BITE GLAZING DETAIL Dl /15" O.A. LAMINATED GLASS: /4" HEAT STRENGTHENED GLASS .075" VANCEVA STORM /4" HEAT STRENGTHENED GLASS CORNING 995 /16" O.A. LAMINATED GLASS: /4" HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE PVB /4"HEAT STRENGTHENED GLASS CORNING 995 NOTE: A. "AIR SPACE" INDICATED IN GLAZING DETAILS CONSISTS OF: A.I. SPACER: ALUMINUM BOX SPACER AROUND THE PERIMETER OF THE GLASS. A.2. PRIMARY SEALANT: TYPE PIB-29 MANUFACTURED BYADCO. 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. �� I Uat4 inspires . MAPAMERIC INC 332 FIRETOWER ROAD OUSUN.GEORGM31021 PH: (478) 277-2S49 M (6781838iW1 io W zo z p Ej a j V z Q ¢ Z? m o m x� O O� '^Lo o�tQ=i IZy Ym m w 3 �5� ] Z Z o<Z - W p m C KIItt1 i N ~ p N N LL , :R ca kj 3 mm z 13 OF18 SMALL MISSILE IMPACT ONLY 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS 5/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS P.�060" DUPONT BUTACITE PVB 37W HEAT STRENGTHENED GLASS 3/4" GLASS BITE J '�20kj � �f � 3/4" GLASS BITE GLAZING DETAIL F DRY GLAZED 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 J 38 GLAZING DETAIL F1 DRY GLAZED O.A. INSULATED LAMINATED GLASS: 16" FULLY TEMPERED GLASS 16" AIR SPACE 16" HEAT STRENGTHENED GLASS 760" SAFLEX PVB BY SOLUTIA 16" HEAT STRENGTHENED GLASS 3/4" GLASS BITE GLAZING DETAIL G DRY GLAZED 9/16" O.A. LAMINATED GLASS: 4" HEAT STRENGTHENED GLASS 0.0 " SAFLEX PVB BY SOLUTIA 1/4" HEKSTRENGTHENED GLASS / l-1 9/16" GLASS BITE U 38 GLAZING DETAIL G1 DRY GLAZED O.A. INSULATED LAMINATED GLASS: 16" FULLY TEMPERED GLASS '16" AIR SPACE '16" HEAT STRENGTHENED GLASS D35" SENTRYGLAS BY DUPONT '16" HEAT STRENGTHENED GLASS GLAZING DETAIL H DRY GLAZED NOTE: A. "AIRSPACE" INDICATED IN GLAZING DETAILS CONSISTS OF: A.1. SPACER: ALUMINUM BOX SPACER AROUND THE PERIMETER THE GLASS. A.2. PRIMARY SEALANT: TYPE PIB-29 MANUFACTURED BYADCO. 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. VKK pnuality inspires YXXAPA ERIC NC 332 FIRETOWER ROAD DUBUN. GEORGIA 31021 PM: 1478) 2".2649 FX:(678)8386W1 2 � o °D m =Oo m g z �jaa N Z a Z a J m x C) mz H- wU' z_ l7m¢w H 0 0 z Q pp P O Q mwC ,X _ a � n N N N ~ 4 • 114 35H DOOR BILL OF MATERIAL ITEM PART If DESCRIPTION MATERIAL MANUFACTURER 1 E9-0222 PIVOT STILE 6063-TS YKKAP 2 E9-0230 MEETING STILE 6063-TS YKKAP 3 E9-0223 MEETING STILE 6063-TS YKKAP 4 E9-0236 CONTINUOUS HINGE STILE 6063-TS VKK AP 5 E9-0251 8' BOTTOM RAIL INS. 6063-TS VKK AP 6 E9-0253 TOPRAILINS. 6063-TS VKK AP 7 E9-0255 EKTERIOR GLASS STOP INS. 6063-TS YKKAP 8 E9-0254 INTERIOR GLASS STOP INS. 6063-TS YKKAP 9 E9-0347 DOOR SWEEP BASE 6063-TS YKKAP 10 E9-0348 DOOR SWEEP COVER 6063-TS YKKAP 11 E9-0504 DOORJAMB 6063-TS YKKAP 12 E9-0501 MOND. TRANSOM MULL 6063-15 YKKAP 13 E9-0487 41 2•AIRTHGHT THRESHOLD 6063-TS YKKAP 14 E9-0503 THRESHOLD ATTACHMENT 6063-TS YKKAP 15 E9-0502 5S/16'THRESHOLD 6063-TS YKKAP 16 E9-0619 SILL FLASHING 6063-TS YKKAP 17 E9-0522 REMOVABLE MULLION 6063-TS YKKAP 18 E9-0227 SHEAR CLIP 6063-TS YKKAP 19 E9-0231 LOCK BASE 6063-TS YKK AP 20 E9-0599 HINGE BACKER 6063-TS YKKAP 21 E9.0657 FIAT FILLER 6063-TS YKKAP 22 El-0311 BACKER PLATE STEEL 23 E1-0312 BACKER PLATE STEEL 24 E1-0351 JOINTCUP 6063-TS YKKAP 25 E1-0353 LOCK BASE 6G63-TS YKKAP 26 EI-0357 HINGE BACK PLATE 6063-TS YKKAP 27 E1-0381 IO1NTCUP 6063-TS YKKAP 28 E1-1050 ENDDAM 6063-TS YKKAP 29 1 EI-10S5 I THRESHOLD CUP STEEL 30 E1.3068 FLIT FILLER 6063-TS VKK AP 31 E2-0051 AIRTIGHTGASKET PVC 32 E2-0062 WEATHERSTRIP POLYPROPYLENE 33 E2-0063 SETTING BLOCK EPDM 34 E2-0067 DOORSWEEPGASKET EPDM 35 E2-0083 EKTERIOR GASKET EPDM 36 E2-0085 SPACERGASKET PC EPDM 37 E2-0087 WEATHERSTRIP POLYPROPYLENE 38 E2-0088 INTERIOR GASKET EPDM SPONGE 39 E2-0093 ASTRAGALGASKET SILOCONE 40 1 E3-0005 I ADJUSTABLE CAP NYLON 41 E4-0D01 STANDARD LABEL ALUMINUM 42 E4-0028 IMPACT LABEL ALUMINUM 43 FC-1016 FH 5M5 STEEL 44 SM-3810 SH CAP SCREW STEEL 45 E9-0238 BOTTOM RAIL EXT. 6063-TS YKKAP 46 27HD CONTINUOUS HINGE SELECT 47 780-226HD CONTINUOUS HINGE HAGAR-ROTON 48 BOLL% BUTT HINGES HAGAR 49 E9-0601 MONOTRANSOM HEADER 6063-TS YKKAP 50 E9-0651 I.G. TRANSOM HEADER 6063-TS YKKAP 51 E9-0520 MONO TRANSOM MULL 6063.TS YKKAP 52 E9-0521 I.G. TRANSOM MULL 6063-TS YKKAP 53 E9-0218 TRANSOM DOORSTOP 6063-TS YKKAP 54 E1-1073 TRANSOM HEAD FILLER 6063-TS YKKAP SS E9-0221 7' BOTTOM RAIL MONO 6063-TS YKKAP 56 E9-0220 TOP RAIL MONO 606345 YKKAP 57 E9-0225 EXT. GLASS STOP MONO 6063-TS YKKAP 58 E9-0226 INT. GLASS STOP MONO 6063-TS YKKAP 59 E9-0217 MIDRAIL FILLER 6063-TS YKKAP 60 E9-0237 PANICMIDRAIL 6063-TS YKKAP 61 E9-0501 MONO. TRANSOM MULL 6063-TS YKKAP 62 E9-0517 I.G. TRANSOM MULL 6063-TS YKKAP 63 E9-0245 I.G. BOTTOM RAIL E)IT. 6063-TS YKKAP 64 E1-0197 REM. MULL REINF, STEEL(MIN.A36) YKKAP 65 E9-3181 CWSUBFRAME-HEAD 6063-TS YKKAP 66 E8-3180 CW SUBFRAME-JAMBS 6063-TS YKKAP 67 E9.8344 21/2• CROSS RAIL 61163-TS YKKAP PIVOT STILE 1 6063-TS 0.126" 2.374" 3.872" CONTINUOUS HINGE STILE 4 6063-T5 0.126" 2.374" 1 OMEETING STILE O MEETING STILE 6063-T5 6063-T5 0.150" 0.150" 2.374" 2.374" BOTTOM RAIL INS. O TOP RAIL INS 6 O8" 5 6063-TS 6063-TS 8.189" 1 0.126" 2.350" 4.874" 0.126" NOTE: BOTTOM RAIL SHALL BE, AT MINIMUM, 7 5/16" I 2.350" F� OEXTERIOR GLASS STOP INS. O INT. GLASS STOP INS. O DOOR SWEEP BASE 10 DOOR SWEEP COVER 6063-TS 6063-TS 6063-T5 6063-T5 0.047" j� 0.675" 1,157° 0.581" -- Q 1 0.804" 0.047" 0.255" � 0.275" 0.875" 0.055" T 1.126' 11 DOOR JAMB 12 MONO TRANSOM MULL 6063-TS 6063-TS 0.165' 5.000" �{ 2.500" lul Ln- E 2.50o° 0.094" IE I 1 t - 4.921" 13 6o/2" AIRTIGHT THRESHOLD 63-T 4.500" I 0.1101, 01504' Jl1 14 O THRESHOLD ATTACHMENT 6063-TS 0.5091, 0.141" 3.512" YKK a p Quality inspires YKKAPAMERICAINC 332 FNETOWER ROAD DUBLIN, GEORGIA 31021 PH: (478) 277-2 19 E%: (678) 838fi001 w rL O !3 ¢ PD q 70 zo c m Lj=e $ ?u Z a ?oo m S a _ Q O - m m N 0UQLL. m W m � l il VQ Q U) m NN Z o jQQQ. O a Q m Lao S WE H o � N N � eH N 0 Ln o Q Z W 0 Q� z z o cN O LL DO Lu LL W W Q Y z tY Y U 0 LJ� • •v �~ m DO � z )WG #: YKK020 iHEET: 15 OF'I O v -, y `41- 15 5G056/316" THRESHOLD 0.110' 1.014" 19 LOCK BASE 6063-TS TYPICAL WALL THHIICKNESS:.118" T z.ozs" 0.118" 1.248" OMONO TRANS. HEADER 49 6063-T5 T 0.079" 2.500" L 1 4.969" --y OTRANSOM DOORSTOP 53 6063-TS 11 0.125" 1.312" Ll T-il1.984" OSILL FLASHING O REMOVABLE MULLION 16 6063-TS 17 6063-TS TYPICAL WALL THICKNESS:.125" 0.063" 2.500" 2.375" 5.252" 3.375" 0.125" OTHRESHOLD CLIP O FLAT FILLER 29 STEEL 30 6063-T5 TYPICAL WALL -I[- 0.152" THICKNESS:.152" O --T 3.898" F'. O z.9oo° 0.886" 0.079" 7 1.813" L L 4.532" OI.G. TRANS. HEADER 50 6063-TS T- 0.079" 2.500" -L- jam-- 4.969" I 54 TRANSOM HEAD FILLER 6063-T5 3.898" 0.886" 0.079" OMONO TRANSOM MULL 51 6063-TS T 2.500" 0.079" LI f-- 4.969" O7" BOTTOM RAIL MONO. 55 6063-TS 18 SHEAR CLIP 6063-TS TYPICAL WALL THICKNESS:.189" 0.189" 1.9 S L f T 1.591" 45OBOTTOM RAIL EXTENSION 6063-T5 4.937" 0.126" L I LPI: 2.350" OLG. TRANSOM MULL 52 6063-T5 ��--- 7.311" 0.126" 2.350" 2.500" 0.094" 4.969" Quality inspires VKK AP AMERICA INC. 332 FIR TOWER ROAD DUBUN, GECRGIA 31021 PH: 1478)277 2649 FK:(678) 838600E O m Z O $ U x 7 Z m °. z z a m x - W 0 vm�O Omu �? > Za� �N ° m w oQZ a o j 0 z 5�a a m W 0 F � CC e m - a •-1 � N N LL u `H On CO Z e rn N 3 _ _ Z O 0 u n )WG #: YKK020 SHEET: 16 OF18 OTOP RAIL- MONO. O EXT. GLASS STOP -MONO. O INT. GLASS STOP -MONO. O MIDRAIL FILLER YKK 56 6063-TS 57 6063-TS 58 6063-TS 59 6063-T5 ap a, ��spl. L n Y 2 AY AMERIWER RINC 0.675" - --' 0.047' � II J_ 332 FWG O RGI NOM 0.675" 0.047" 0.114" l DUB7.2S49 m(57 ) 1.267" PH: I4]BI277.25d9 F%:�6]8)838oW1 0.925" 0.969" m 2o m 0:126" 4.874" 2.350" z o �j a v j u n Z j m S Z ° 1Q I II I�YI W d 0 4l7 V --�{ 2.350" f z Z m Z a m oQa W p Z cc w O Q mWo u4 60 PANIC MIDRAIL 62 I.G. TRANSOM MULL 63 I.G. BOTTOM RAIL EXT. 64 REMOVABLE MULL REINFORCEMENT a �m 6063-TS 6063-T5 6063-TS STEEL m v 2.000" N � � O N N 0.313" 2.813" m 0.120'. -+ (n o CS o Q 2.500' 0.126" Z W 0.094" 5.126" O Z 750" 6.926" 0.N p O m 0.158" > d 4.921" �W�// N p J LL W W Q 2.350" Y z a a m f- m o cc2.350" u 65 CW SUBFRAME - HEAD 66 CW SUBFRAME -JAMBS 67 2 1/2 CROSS RAIL ++., j 6063-TS 6063-T5 6063-TS r- . Lc 0.094" 0.750" r y F 5.00011 s.000^ z.soo" mZ In 0.114" ON 32 z O 0 V vl DWG #: 0.750" YKK020 SHEET: 17 OF18 7 ,k i. each Blvd. BUILDING DROPS 398EastDaniaBSuite 338 k A Perfect Solution In Every Drop Dania Beach, .8 33004 954.399478 PH 1(Certificate of Authorization: 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 6' Edition (2014) Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Door Assembly Sub — Category: Swinging Exterior Door Assemblies Product: Series 35HAluminune Outswing Entrance Door Impact Material: Aluminum 6063-T5 Product Dimensions: See installation instructions YKK020 Prepared For: YKK AP America, Inc. 332 Firetower Road Dublin, GA 31021 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 05/02/2017 Contents, Evaluation Report Pages 1 — 4 F. 0 * I ='fl• TT �ct-� :mo0'• 1(BUILDING DROPS k A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: YKK AP America, Inc. Produt 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 FL#:FL16554 Date: 05/02/2017 Report No: 4809 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for YKK AP America, Inc. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: 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. 1. This product has been evaluated and is in compliance with the 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 Florida Building Code and does not require an impact resistant covering. 5. Site conditions that deviate from the details of drawing YKK020 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 BUILDING DROPS FL#: FL16554 A Perfect Solution in Every Drop Date: O 2/2017 1(k Certificate of Authorization: 29578 Report Noo:: 4809 Quality Assurance: The manufacturer has 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: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Hurricane Test Laboratory, I.I.C. (FBC Organization M TST 7195) Report M G231-0103.11-R0, Report Date: 04/28/11 Report #: G231-0507-09, Report Date: 07/13/09 Report #: G231-0801-09-R0, Report Date:11/04/09 Report M G561-0402-10-R0, Report Date: 04/20/10 Report M 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 #: 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 #: 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 1(BUILDING DROPS k 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 areas follows: 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. Norero, P.E. Florida No. 73778 Page 4 of 4