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850 Seminole New Window and Entrance SUBMITTAL 4168 Southpoint Parhway,Suite 101 DATE:09/19/2016 AULD&WHITE Jack..AIIe,Flodda 32216 SPEC#:084113-02 CONSTRUCTORS • LLC Phooe 904-296-2555 Fas 904-296-6990 SUBMTL*1 #: REV#: To: Kathy Parker From: Billy-Dale Tyson Mac's Glass&Mirror Inc. Auld&White Constructors,LLC 1651 Blanding Blvd 4168 Southpoint Parkway,Suite 101 Jacksonville,FL 32210 Jacksonville, 32216 Cc: Billy-Dale Tyson-Auld&White Constructors,LLC James Graham-Auld&White Constructor LLC Re: 1533-Atlantic Beach Public Safety Building Submittal for Approval: Aluminum Entrances, Storefronts & Windows for your use. Additional Notes: Submittal Item Document Type Copies Remarks Aluminum Entrances, Storefronts Shop Drawings Approved as Noted &Windows AULD&WHITE CONSTRUCTORS SUBMITTALDATA JOB NUMBER 1533- DATE RECD 08/09/2016 SPEC.SECTION 084113-02 Approved Approved As Noted Disapproved- Correct and Resubmit APPROVAL IS FOR GENERAL ARRANGEMENT ONLY AND DOES NOT RELIEV SUPPLIER OR SUBCONTRACTOR FROM HIS RESPONSIBILITY FOR QUANTITIE'. DIMENSIONS AND COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS Sincerely, CHECKED BY: B'By-D I TVsna DATE RET'D: 09/16/2016 BiLCu�-AaLe Tff50w Billy-Dale Tyson,Project Manager SUBMITTAL 4168 Southpoint Parkway,Suite 101 DATE: 08/10/2016 AULD&WHITE Jaeka...Joe,Florida 32216 SPEC#: 084113-02 CONSTRUCTORS • LLC Phone 904-296-2555�W Fax 904-296-6990SBM11-L#: REV N: To: Brian Yarbrough From: Billy-Dale Tyson Clemons Rutherford&Associates, Inc. Auld&White Constructors,LLC 2027 Thomasville Road#202 4168 Southpoint Parkway, Suite 101 Tallahassee, FL 32308 Jacksonville, 32216 Ce: Brian Yarbrough-Clemons Rutherford&Associates, Inc. Billy-Dale Tyson-Auld&White Constructors, LLC Re: 1533-Atlantic Beach Public Safety Building Submittal for Approval: Aluminum Entrances, Storefronts & Windows for your review and approval. Please Return Your Response By: 08/18/2016. Additional Notes: Submittal Item Document Type Copies Remarks Aluminum Entrances, Storefronts& Shop Dra s a Windows --I'm pretty sure that the existing facility is light Bronze glass. As Noted --Exterior winclows are Med.Bronze. CLEMONS,RUTHERFORD&ASSOCIATES,INC. CRA ARCHITECTS PLANNERS AULD&WHITE CONSTRUCTORS . . .� �I�� .�,.. . � SUBMITTAL DATA ,oilue JOB NUMBER 1533. APPROVED w DATEREC'D D8/09/2016 APPROVEDASNOMED .gin SPEC.SECTION 064113-02 RESUBMIT — NOT APPROVED - -- Approved REVEWNG IS ONLY FOR OUR IRMANDNW1MTHE DESIGN CONCEPT OFTIE X Approved As Noted PROJECTMDWMPLRNCEWRHTHEINF�P NGMNINTHE CONTRACT DOCUMENT.THE coNTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE Disapproved- Correct and Resubmit CANFWMED AND CORRELATED ATTHE SITE.FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS,METHODS, TECHNIQUES,SEQUENCES AND PROCEDURES OF CONSTRUCTION AND APPROVAL IS FOR GENERAL ARRANGEMENT ONLY AND DOES NOT FOR COORDINATION OF THE WORK OF ALL TRADES. RELIEVE SUPPLIER OR SUBCONTRACTOR FROM HIS RESPONSIBILITY FOR QUANTITIES,DIMENSIONS AND COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. SLtll.�-Acle DjSOW CHECKED BY: Bill -Dal Tyco Billy-Dale Tyson,Project Manager DATE REVD: i YKK YHS 50 FI Storefront System ap f Installation Manual 02016 YKK AP America Inc. is a subsidiary of QYKK Corporation of America. YHS 50 FI Storefront System YKK a1_ TABLE OF CONTENTS InstallationNotes................................................................................. Page ii PARTS DESCRIPTION YHS 50 FI Framing Members.................. ........................................... Pages 1 to 2 YHS 50 FI Accessories ........................... ........................................... Pages 3 &4 FRAME FABRICATION DetermineFrame Size............................. ........................................... Page 5 Fabricate Sill Flashing ......................................................................... Pages 6 to 10 Fabricate Vertical Mullions & Pocket Fillers........................................ Pages 11 to 13 Fabricate Mullions and Pocket Fillers for Steel Reinforcing................ Page 14 Fabricate Head & Horizontal Members ............................................... Page 15 Fabricate Sill Members........................................................................ Pages 16 to 18 Fabricate Glass Stops......................................................................... Page 18 FRAME ASSEMBLY Install Structural Silicone Spacers....................................................... Page 19 Assemble Frames................................................................................ Pages 19 & 20 FRAME INSTALLATION Install Sill Flashing End Dams................ ............................................ Page 21 Install Sill Flashing............................................................................... Page 22 Install Sill Flashing Splice Sleeve........................................................ Pages 22 & 23 Install Storefront Frames..................................................................... Pages 24 & 25 Install Door Frames with Water Resistant Threshold.......................... Pages 26 & 27 Install Water Deflectors ....................................................................... Page 28 PerimeterSealant................................................................................ Page 29 GLAZING Dry Glazing Applications ..................................................................... Page 30 Determine Glass Size.......................................................................... Page 31 Glazing................................................... ............................................. Pages 31 to 35 Effective Date: October 12, 2016 102-4007-11 Page-! YKK YHS 50 FI Storefront System ap Installation Notes 1. Do not drop, roll or drag boxes of aluminum framing. Move and stack boxes with proper support to prevent distortion. If fork lifts are used be especially careful about striking the boxes when lifting or moving. 2. Store in a dry, out of the way area. If rain exposure, condensation or any water contact is likely, then all packaging material should be removed. Wet packaging materials will discolor and may stain aluminum finishes and paints. 3. All materials should be checked for quality and quantity upon receipt, YKK AP must be notified immediately of any discrepancies in shipment. Check to make sure that you have the required shims, sealants, supplies and tools necessary for the installation. 4. Carefully check the openings and surrounding conditions that will receive your material. Remember, if the construction is not per the construction documents, it is your responsibility to notify the general contractor in writing. Any discrepancies must be brought to the general contractors attention before you proceed with the installation. 5. Gather your shop drawings, materials, packing list, and this installation manual. Carefully review parts location, the sequence it goes therein, when you glaze it and how you seal it. Installation instructions are of a general nature and may not cover every condition you will encounter. The shop drawings and/or installation manuals were prepared specifically for the product. 6. Any material substitutions must be of equal or greater quality. 7. Make certain that material samples have been sent for compatibility testing for all manufacturer's sealants involved. Make certain sealants have been installed in strict accordance with the manufacturer's recommendations and specifications: A. Specified metal to metal joints use Dow Corning°795 or 995. B. All metal to glazing must use Dow Coming®995. 8. Remember to isolate, in an approved manner, all aluminum from uncured masonry or other incompatible materials. 9. System-to-structure fasteners are not supplied by YKK AP. Fasteners called out on shop draw- ings are to indicate minimum sizes for design loading. 10. Entrances are to be installed plumb, square, level and true. 11. If any questions arise concerning YKK AP products or their installation, contact YKK AP for clarification before proceeding. 12. YKK AP storefront and/or curtain wall framing is typically completed before drywall, Flooring and other products which may still be in process. Wrap and protect the material when stored at job site. 13. Cutting tolerances are plus zero (0"), minus one thirty second (-1/32") unless otherwise noted. 14. Check our website, www.ykkap.com, for the latest installation manual update prior to commencing work. Page-ii 02-4007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System Y^KKK Xp FRAMING MEMBERS Head/Jamb Shallow Pocket Filler E9-0655 Head x 5' E9-0662 Use with E9-0663 For up to t50 PSF Head Deep Pocket Filler 2-112"x 5' E9-0651 � Use with E9-0865 I E9-0656 For up to+70%90 PSF' yam• 8 E9-0659 Head E97976 I Expansion Mullion E9-0688 2- 2-12"x 5' - (Female) IG Head Anchor E9-8650 Expansion Mullion E94689 (Male) HorizontalFlat Filler 2-12'x S E9.0653 •„ IT "°. Use with 90'Corner E9-0657 Mullion E9-0659 Sill 90° Corner Mullion 2-12°z 5' E94664 Use with E9-0656 E9-0659 For up to t50 PSF and E9-0657 5� Sill Sill Flashing I 2-12"z 5° E9-0652 For up to t50 PSF E94825 J For up to+70/-90 PSF* r��TT�� Sill E9-7977 2- 2-i2"z 5" t� Sill Flashing E9-0679 For up to+70/-90 PSF* r, Snap Cover E9-0647 Glass Stop E9-0658 I IG Sill Flashing E9-7993 Jamb I Mullion Transom Bar 2-12"x 5" E9-0663 I 1_..,J I Elastomer weathering AS-0617 For up to t50 PSF E2-0051 included Heavy Duty Vertical i ^7 OHCC Transom Bar 2-112"Heavy x 5" E9-0665 yL-i^�I Use with rano AS-0521 For up to+70/-90 PSF' Pile Weathering includetl Heavy5' Vertical Transom Bar t7 Elastomer weathering 2-12'x 5" E9-0654 E2-0051 included For up to t70 PSF Use with 35HU50HL Doors •Per Florida Product Approvals as tested with steel reinforcing. Effective Date: October 12, 2016 1 02-4007-11 Page-1 = YKK YHS 50 FI Storefront System ap FRAMING MEMBERS Door Stop Threshold Trim Lip For OHCC Transom Bar AS-0218 Elastomer weathering AS-0503 GJ Elastomer Weathering E2-0051 included E2-0051 included p V Door Jamb �rtlU^Ile Elastomer weathering AS-0504Threshold Ramp E8-0517 E2-0051 included Door Jamb Elastomer weathering AS-0551 r°--'T—`T Threshold Ramp E9-0512 E2-0051 inUuded Use with 35HU50HL Doors Transom Glazing E9-0515 Threshold r155 Pocket Filler(35H) ,� Ramp E9-0513 �..I Transom Glass Stop E9-0506 Transom Glazing _ Air Tight Threshold AS-0487 Pocket Filler 35HL E9-0555 Elastomer weathering( ) E2-0051 included Water Resistant :E19-0502 Threshold Gutter Page-2 02-4007-11 1 Effective Date: October 12,2016 _ YHS 50 FI Storefront System Y^^KnKK ap ACCESSORIES End Dam E1-1050 Setting Block E2-0095 For Sill Flashing E9-0819 Setting Block E2-0019 End Dam E1-1139 For Inside Glazing For Sill Flashing EB-0825 �\\\� OHCC Transom Bar End Dam E7"1140 Setting Block E2-0737 O For Sill Flashing Eg-7993 Door Setting Block E2-0086 ® Splice Sleeve E2-0070 For Sill Flashing Anti-Walk Block For Dry Glazing E2-0546 Side Block E24086 Use with E9-0856 Pocket Filler Anti-Walk Block Exterior GlazingGasket For Dry Glazing E2-0807 E2-0081 \�V/l 4�/ Use with E9-0683 Jamb/ For 1-1/16'Glazing Mullion Filler For Jam Exterior Glazing Gasket E2-0063 For Jamb at Anchor E1-1068 For 1-5/18'Glazing Locations,2-1/2' Long Interior Glazing Gasket Anchor Filler Q Use with 14/16"Laminatetl E2.0068 For Head&Sill at Anchor E74071 D Glass for Dry Glazed Locations, 11" Long Applications Anchor Filler Interior Silicone E2-0084 For Head&Sill at Anchor E7-1073 Spacer "'"'"//// Locations,9'Long Anchor Filler Door& Reglaze E2-0085 For Jamb at Anchor E7-1061 Silicone Spacer "''""""11��✓✓✓✓ LocaOons, 3-11T Long Weathering Gasket Shear Block Use with E9�0886 Expansion K24441 For Use with AS-0520 E1-0370 Mullion OHCC Transom Bar Water Deflector For Intermediate mediate Horizontals E2-0049 Steel Reinforcing E1-1062 Effective Date: October 12, 2016 1 02-4007-11 Page-3 YKK YHS 50 FI Storefront System C'IP. FASTENERS #10 x 114" FHSMS #12 x 314" FHSMS Zinc Plated Steel FM-1004 Type'AB",Zinc Plated Steel,For FC4212 Do For attachment of attachment of OHCC Transom Threshold Clip E7-1055 Bar to E2-0370 Shear Block #10 x 318" FHMS #8 x 318" PHSMS For attachment of Glazing Zinc Plated Steel PC-0806 D Pocket filler to 50 PSF FM-1006 For End Dam for Et-1140 mullion Sill Flashing(for I.G.) #10 x 112" FHSMS #12 x 518" PHSMS Type"AB",Zinc Plated Steel FC-1008 Type'AB",Zinc Plated Steel PC-1210 )w For attachment of Threshold For attachment of end dam to Clip fleshing #10 x 112" FHSMS #12 x 1-114" PHSMS Type"AB",Zinc Plated Steel PC-1008 Type'AB-,Zinc Plated Steel PC-1220 For attachment of AS-0503 For Screw Spline Attachment Threshold Trim #10—24 x 112" FPHMS #14 x 112" PHSMS Type'F", Stainless Steel, For 1008-SS Type'AB",Zinc Plated Steel pC-1408 attachment of Glazing Pocket FF- For Threshold Gutter Filler to Steel Reinforcing Attachment #10 x 518" PPHSMS #14 x 1412" PHSMS Type"B",Zinc Plated Steel, PB-1010 , w: Type'AB',Zinc Plated Steel PC4424 For attachment of Transom For Sill Gutter Attachment Glazing Pocket Filler #10 x 112" PHMS #114-20 x 1-112" PHMS Stainless Steel, For Attach- PM-1008 �lpl®pp Stainless SteelPM-2524 mem of E9-0664 Sill to -SS , SS E&0625 Sill Flashing For IG Sill Gutter Attachment #10 x 1314" PHSMS114"—20 x 314" HWHMS Type"AB",Zinc Plated Type-F-,Zinc Plated Steel HF-2512-W1 Steel, For Attachment of pC-1026 For attachment of Steel E2-0370 Shear Block Reinforcing to VenlCals Page-4 024007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System YKK G'1,p FRAME FABRICATION STEP 1 DETERMINE FRAME DIMENSIONS Determine Frame Width: Note: Check the opening for squareness and plumb Measure at both ends; unit must be installed in a true rectangle. Measure Measureg• ..A.. e A•B Frame width Detail 1 3l8" 318" Masonry opening -Measure the width of the masonry opening at the top, middle and bottom. -Select the smallest dimension measured and subtract 3/4" to determine the frame width size to be used. See Detail 1. NOTE: Frame widths over 24'-0" require expansion mullions every 12 to 15 feet. Determine Frame Height: n Detail 0 x e U1 Lrn G f ax 20 y C -Measure the height of the masonry opening at several paints A along the entire length of the opening. LL -Select the smallest dimension measured and subtract 1-1/8" to determine the frame height: Caution: Projects in Metro up to 3/8" for the caulk joint at the head. Dade County, Florida, change 5/8" for the sill flashing E9-0619. the shim/caulk joint at the up to 3/8" for the caulk joint at the sill (excluding head from 1/2" to 3/8". FPA-HVHZ applications). Refer to current FPA-HVHZ See Detail 2. for anchoring guidelines. Effective Date: October 12, 2016 1 02-4007-11 Page-5 YKK YHS 50 FI Storefront System ap FRAME FABRICATION STEP 2 FABRICATE SILL FLASHING -Cut sill flashing, E9-0619, to the masonry opening dimension determined in Step 1 minus(–) 3/8". When using air tight threshold, E9-0487, sill flashing is cut from masonry opening to door jamb minus(–) 3/16". -For openings longer than 24'-0", the sill flashing must be spliced every twelve to fifteen feet. Allow a 3/8" splice joint between members; see Detail 20 on Page-22. Splice is to be located at the center of the daylight opening between verticals. -Locate and mark the centerline of each vertical on the sill flashing. See Detail 3. Entrance Door with Water Resistant Threshold, E9-0502 p @ D.L.O. = Day Light Opening D.L.O. I D.L.O. D.O.W. I D.L.O. D.O.W.= Door Opening Wdth 2-112' E9-0619 S.F. = Frame Width + 1/4" � I �— ' " Ena of j. . . �. . : erb Sill Fleehirg SIII Fleshing 3/76' 3/16° DLO +3-3/4DL0 +2-12' D.L.O.+2-1/2' D.L.O. +3-3/4" r Detail 3 Entrance Door with Air Tight Threshold, E9-0487 � � f D.L.O. D.L.O. D.O.W.- D.L.O. 2-1/2-1 E9-0619 I E9-0819 Entl of :. �. ' End'of SIII Fleshing SIII Fleshing 3/16° 3/16" D.L.O.+3-3/4' D.L.O.+1-1/4" 'Note: The sill flashing, E9-0619, does not run underneath the door frame when the air tight threshold, E9-0487, is used. Page-6 02-4007-11 1 Effective Date: October 12, 2016 YHS 50 FI Storefront System YKK G111_ FRAME FABRICATION STEP 2 FABRICATE SILL FLASHING (Continued) -Locate and drill clearance holes in sill flashing for perimeter anchors. Refer to Florida Product Approval drawings or shop drawings for appropriate fastener and hole locations as determined by a qualified engineer or contact YKK AP. For Dade County Applications: -Refer to FPA-HVHZ. See Detail 4 for anchor hole locations. Without Steel Reinforcin E9-0619 Shown, 9 (E9-0625 Similar) E9-M3 E9-0665 rr E9-0656 E9-0656 rL E9-0504 it 1STD I ih >�4 ILrnI »L_ IIIL pal p'__ I II II III III I� UI II JL �_ I Screw Hole Location Detail 4 for E9-0625 E9-0619 Shown, With Steel Reinforcing (E9-0625 Similar) q EM663 E9-0665 rt E9-0656 E9-0656 rt E9-0504 V__J, - - Effective Date: October 12, 2016 1 02-4007-11 Page-7 • YKK YHS 50 FI Storefront System CEI FRAME FABRICATION STEP 2 FABRICATE SILL FLASHING (Continued) Fabricate weep holes in the sill flashing: -Measure 8" in each direction of the mullion centerline and mark on the front face of the sill flashing the location for the weep holes. -Drill a 3/8" diameter (#V drill bit) hole through both walls of the hollow in the sill flashing at each location marked. See Detail 5 for 50 psf, Detail 5A on page 9 for 70 & 90 psf, and Detail 5B on Page 9 for inside glazing. rL Mullion rL Jamb 3/8°Weep Holes 8. Through Both Sides of Screw Raceway 8. Detail 8j" ±50 PSF E9-0625 Page-8 02-4007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System Y^KnKK ap FRAME FABRICATION STEP 2 FABRICATE SILL FLASHING (Continued) rt Mullion (i Jamb e3/8" iWeep Holes Through both / 8" walls of hollow E9-0819 Detail SA rt Mullion (j Jamb 3/8'Weep Holes 8" Through Both Walls 8° Detail 58 Inside Glazing E9-7993 Per Florida Produa Approvals as tested with steel reinforcing. Effective Dale: October 12. 2016 1 02-4007-11 Page-9 YKK YHS 50 FI Storefront System ap FRAME FABRICATION STEP 2 FABRICATE SILL FLASHING (Continued) Note: Only the standard E9-0619 sill flashing and the inside glazed flashing E9-7993 are notched at the doorjambs. The light duty E9-0625 sill flashing is used only with the air-resistant threshold and does not run under the door. See Detail 6. 2-1/2' D.O.W. 2-1/2' u u �i ii___ __________________ ________________iii 4 , it i, -1 it i -------------------- Detail ii t50 PSF Page-10 02-4007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System Y^^ KKK G1P FRAME FABRICATION STEP 3 FABRICATE VERTICAL MULLIONS AND POCKET FILLERS -Cut all vertical members and pocket fillers to the frame height determined in Step 1. Prepare verticals and pocket fillers for attachment of horizontal members and anchor fillers: -Using a short piece of each horizontal member as a template, center horizontal members on the face of verticals and mark each hole location. -Hole locations may also be determined by laying out locations along the face of verticals as shown below in Detail 7. -Drill 0.236" diameter (#B drill bit) holes at each location marked. Note: For vertical members, E9-0654 & E9-0504, drill through both the front face and web of the mullion. It is also necessary to turn the mullion over and drill 1/2" dia. holes through the mullion web only, centered on the first holes drilled, to allow the screw heads to pass through. C'Sink for #10 Screw E9-0651 ¢0.236' I I I I I I Top of Top of " --� - Mullion Mullion N fV m ryyr - ( I C O Top of 7. m Horizontal to Q O W r i La Bo I- ttom of I� Sill Mullion 1-11W 2-3/4" 1-1/8' Detail ±50 PSF Effective Date: October 12, 2016 102-4007-11 Page-11 YK ^nnK YHS 50 FI Storefront System ap FRAME FABRICATION STEP 3 FABRICATE VERTICAL MULLIONS AND POCKET FILLERS (Continued) Note: When using E9-0651 as a vertical, the vertical must be fastened to the pocket filler E9-0655. It is necessary to drill 0.213" diameter (#3 drill bit) holes countersunk for #10 flat fasteners (FM-1006) along the "V-Groove" of the glazing pocket as shown in Detail 9. Front Face E9-0665 Mullion Web m 1 In i 00.236" 1 Iii ii I 4i I ' 'i 1�'i I I iii of 2" Top of ' ! I - -;- Mullion - - -"'+-- p0.23;' m Top Or Horizontal -1-+- Bottom _ _ r�JIB Sill 1-1/8" 2-3/4" 1-1/8" Detail 7A +70/-90 PSF' Per Florida Product Approvals as tested with steel reinforcing. Page-12 02-4007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System Y^ KK ElP FRAME FABRICATION STEP 3 FABRICATE VERTICAL MULLIONS AND POCKET FILLERS (Continued) Front Face EO 0885 Mullion) Web a0.236' , N IZ( e1/2' I iii Top of Top of ZD Mullion Mullion -- ry N e0.238' Top of - -- --- Horizontal Mullion _ r : -- - Midpoint - }---_ N - i iC N I - -'�-- -- Bottom of Bottom of — m Sill Mullion .4, 1-1/8' 2-3/4' 1-1/8' Detail 7B Inside Glazing Effective Date:October 12,2016 1 024007-11 Page-13 ' YKK YHS 50 FI Storefront System El FRAME FABRICATION STEP 4 (OPTIONAL) FABRICATE VERTICAL MULLIONS AND POCKET C'Sinkfor FILLERS FOR STEEL REINFORCING E9-0656 I #10screw I -Measure in 6" from each end of the pocket filler and mark locations on the "V"-Groove. -Measure 9" on center thereafter and mark the locations Top of on the "V"-Groove. 11o"Filler , Note: Coordinate with the location Of horizontals so o that the horizontals do not block these holes. -Drill 0.213" dia. (#3) holes at each location marked. o0.213" -Countersink for#10 flat head fastener (FF-1008-SS). See Detail 8. These four holes will later be used to attach glazing pocket filler, E9-0655, to the steel reinforcing, w E1-1062, during frame installation. E9-0654 iE1-1062 i Deta�/ 8 it i m � � Bottom of Pocket Filler Cut steel reinforcing, E1-1062, 6" shorter 10.261'(steel) than mullion length. m o0.213'(E9-06o5) -Layout and drill 0.281" diameter (#K drill bit) clearance holes in steel only, if not already � fabricated. s Hi -Align steel reinforcing, E1-1062, with E9-0654 as shown in Detail 9 and transfer hole _ locations to the vertical. -Drill 0.213" dia. (#3) tap holes in the vertical. s I I -b Do not attach steel reinforcing at this time. E Steel reinforcing is attached to the vertical just prior to snapping the frame portions together. — — — See Step 15 on Page-24. M Detail 9 +70/-90 PSF only 1-1/6' 2-3/4' 1-1/6' Page-14 02-4007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System Y^KnKK ap FRAME FABRICATION STEP 5 FABRICATE JAMB MULLONS Prepare jamb members for perimeter fasteners: -Drill and countersink jamb member, E9-0651, for required fastener. For Required Fred (Countersinking not required for E9-0662.) Fastener EI-1073 -Install anchor filler, E1-1073, at each anchor location and crimp the snap legs at the ends to hold it in place. stener -Match drill a clearance hole through anchor By Glazing filler, E1-1068, at each anchor location for - contractor appropriate fastener. See Detail 10. Shim Eg-0651 *Refer to FPA drawings or shop drawings Mama, for appropriate fastener and hole locations 31W Drill as determined by a qualified engineer or contact YKK AP. (Flat Head Fasteners Only) Detail 10 STEP 6 FABRICATE HEAD & HORIZONTAL MEMBERS -Cut head and horizontal members to daylight opening between verticals. E yMat Fabricate the ends of head members for ll perimeter anchor fasteners: Cournersink -Drill and countersink head member, For Required For Dade County: E9-0651, for required fastener. Fastener 3/8" Shim. -Install anchor filler, E1-1073, at each end of the head member and crimp the EI-1073 snap legs at the ends to hold it in place. Shim -Match drill a clearance hole through anchor fillers, E1-1073, at each anchor location for appropriate fastener. See Detail 11. E9-0651 � *Refer to FPA drawings or shop drawings for appropriate fastener and hole locations as determined by a qualified engineer or contact YKK AP. Fastener* (Flat Head Fasteners Only) Detail 11 By Glazing Contractor Effective Date:October 12,2016 1 02-4007-11 Page-15 YK PK YHS 50 FI Storefront System ElP1 FRAME FABRICATION STEP 7A FABRICATE SILL MEMBERS (±60 PSF) -Cut sill members to daylight opening between mullions. Fabricate the ends of head members for anchor fasteners: -Fabricate sill member for sill gutter anchors -Measure in 1-1/2" and 3" from both ends of sill members and mark locations along "V"-Groove. -Drill 0.281" diameter (#K drill bit) holes at each location marked for sill gutter anchor fasteners. See Detail 12. iE9-0664 I i; ;— ---------- 1-1rz° .0.281• 1-1rz• for PC-1408 8• Detail 12 ±50 PSF ! m E9-0864 I $ I Page-16 02-4007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System Y^KnKK ap FRAME FABRICATION STEP 713 FABRICATE SILL MEMBERS (+70/-90 PSF*) -Cut sill members to daylight opening between mullions. Fabricate sill member for sill gutter anchors: -Measure in 1-1/2" and 3" from both ends of sill members and mark locations along "V"-Groove. -Drill 0.281" diameter (#K drill bit) holes at each location marked for sill gutter anchor fasteners. -Install anchor filler, E1-1073, at each end of the sill member and crimp the snap legs at the ends to hold it in place. -Match drill 0.281" diameter (#K) holes through anchor fillers, E1-1073, at each anchor location. See Detail 13. E&0852 ------------------- -- --- 00.281° for Pc-1424 3° 3' Detail 13 +701-90 PSF` E9-0852 4 'Per Florida Product Approvals as tested with steel reinforcing. Effective Date: October 12, 2016 1 02-4007-11 Page-17 YKK YHS 50 FI Storefront System ap FRAME FABRICATION STEP 7C FABRICATE SILL MEMBERS (Inside Glazing) -Cut sill members to daylight opening between mullions. Fabricate sill member for sill gutter anchors: -Measure in 1-1/2" and 3" from both ends of sill members and mark locations along "V"-Groove. -Drill 0.281" diameter (#K drill bit) holes at each location marked for sill gutter anchor fasteners. See Detail 14. E9-7977 o0.281" for PC-1424 rj 1-1n• 1-1rz• Detail 14 3 3• Inside Glazing E9J977 STEP 8 FABRICATE GLASS STOPS -Cut glass stops and snap fillers (Eg-8647) to daylight opening between verticals minus(—) 1/32". Page-18 02-4007-11 1 Motive Date: October 12,2016 YHS 50 FI Storefront System YKnKK aI_ FRAME ASSEMBLY STEP 9 (SKIP TO STEP 10 FOR DRY GLAZE APPLICATIONS) STRUCTURAL SILICONE GLAZE (SSG) APPLICATIONS INSTALL STRUCTURAL SILICONE SPACERS 1121 Horizontal -Install all structural silicone spacers, E2-0064, in all Silicone Spacers horizontals and verticals prior to frame assembly. -Horizontal silicone spacers are to be cut to Nato, D.L.O. plus(+) 7/8" and must be notched as shown Ends in Detail 15. -Vertical silicone spacers are to be cut to the full E2-0084 length of the vertical mullion and are not notched. Caution: Be careful not to stretch silicone spacers when installing. Detail 15 STEP 10 ASSEMBLE FRAMES -Clean all joints with isopropyl alcohol (50%) and wipe clean with white lint free cotton cloth using the two cloth method. -Apply sealant to each end of head, horizontal and sill members prior to attaching to vertical. -Attach head, horizontal, sill members and anchor fillers, E1-1073 to verticals and pocket fillers with PC-1220 fasteners. -Tool all sealant to ensure a water tight joint. See Details Details 16, 16A, and 168. Sealant E9-0665 t vertical E9-0651 HeadBTW ,,�� Sealant Sealaietall 70 150 PSF E9-0653HoraoMal Lr(SSG Application Shown, Dry Glaze Similar) E9-0552Note: In all metal to metal applications sill Pc-1220use Dow Comings 795 or 995 or Tremco Spectrum 2 Effective Date: October 12, 2016 1 02-4007-11 Page-19 ^mnnK YHS 50 FI Storefront System ap FRAME ASSEMBLY STEP 10 ASSEMBLE FRAMES (Continued) E9-0665 Vertical E9-0656 Filler E1-1073 °1. Eg0851 �'� Anchor Filler Head '^ Sealant Appy &Tool SealaM E9-0653 Horizontal Sealant Detail 16A +70/-90 PSF E9 0652 Sill PC-1220 E9-0665 Vertical Eg0656 Filler E9-79767 :' HeadJ&APPly ` Seelant Tod Sealant Detaill6B E9-065;3Inside Glazing Horizontal SealaM a E9-7977 SIII PCA 220 'Per Florida Product Approvals as tested with steel reinforcing. Page-20 02-4007-11 1 Effective Date:October 12,2016 YHS 50 FI Storefront System YKK aP FRAME INSTALLATION STEP 11 INSTALL SILL FLASHING END DAMS -Hold the end dam with one hand and grab the tab with a pair of pliers. -Bend the end dam tab left or right 90 degrees in the proper direction. See Detail 17. Et-1050 0 Note: The end dam tab for E1-1050 and E1-1139 must be Detail 17 bent in the correct position for the left or right end of the sill flashing. o -Clean all joint surfaces using Isopropyl Alcohol. -Insert backer rod into the front cavity of the sill flashing. Fill the cavity flush with silicone sealant as shown in Detail 18. o -Apply sealant to the end of sill flashing. -Slide the tab into the top portion of the sill flashing. -Tap the tab into place with a small tool until the end dam is snug against the end cut of the flashing. -Fasten the end dam to the sill flashing with two PC-1210 screws, starting at the back, followed by the front as shown in Detail 19. (Use PC-0806 for E1-1140 end dam for I.G. sill flashing.) -Tool sealant along the joint between the end dam and the sill flashing as shown in Detail 20. -Seal over any exposed screw threads. Sealant i Backer Rod iSealant / ill Detail 19 PC-1210 E1-1050 End Dam Shown, Others Similar Effective Date:October 12,2016 1 024007-11 Page-21 YKK YHS 50 FI Storefront System ap FRAME INSTALLATION STEP 12 INSTALL SILL FLASHING -Starting at the smallest opening height, install the sill flashing with a maximum of 3/8" shim underneath. Sill flashing must be installed level. -Anchor the sill flashing to the structure a maximum of 4" from each end and then 18" to 24" on center. -Apply and tool sealant to cover the heads of all fasteners. STEP 13 INSTALL SILL FLASHING SPLICE SLEEVE -After the sill flashing has been shimmed and installed to the building structure, apply a small backer rod under the sill flashing and inside the front cavities of the sill flashing as shown in Detail 20. -Position the Silicone Splice Sleeve against the back wall below the groove. -Bend the Silicone Splice Sleeve into the front on the channel as shown. Mark, and cut the sleeve at this position. -Clean Sill Flashing and Silicone Splice Sleeve with iso- propyl alcohol at the splice location When using E2-0070, a compatible -Seal the flashing at the splice location as shown in Silicone Sealant must be used at the Detail 20, before positioning the flashing. Fill the two front splice. Compatible Silicone Sealants cavities with silicone sealant prior to setting the silicone include Tremor Spectrum 2 and splice sleeve onto the silicone. Dow Coming 795. -Tool sealant tight as shown in Detail 21 on Page 23, squeezing the sheet flat. -Thoroughly seal the small joint directly in front of the Silicone Splice Sleeve as shown in Detail 21. E2-0070 Splice Sleeve (Tdm to Fd) Sealant E2-0070 Sealant Splice Sleeve r� u Backer Rod Length Detail 20 Page-22 02-0007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System Y^KnKK ap FRAME INSTALLATION STEP 13 INSTALL SILL FLASHING SPLICE SLEEVE (Continued) Seal Joint With Sealant End Dam E7-1050 3j\8" Seal The Inside Face OF Splice Joint After Sill Has Been Installed Into System Detail 21 Seal Joint STEP 14 With Sealant SILL PREPARATION At every splice condition, apply bond breaker tape to the back of the sill member before it is placed into the sill flashing. See Detail 22. Bond Breaker Tape Detail 22 Effective Date:October 12,2016 1 02-4007-11 Page-23 YKnK YHS 50 FI Storefront System Ell- FRAME INSTALLATION STEP 15 INSTALL STOREFRONT FRAMES -Immediately before installing frames, apply sealant to face of back leg of sill flashing. Note: Only apply sealant to areas being installed so that sealant does not cure. See Details 24, 24A, and 24B. -Snap the pocket filler framing portions to the vertical mullion framing portions to complete the frame. Note: Mullions cannot be unsnapped once installed. -When using steel reinforcing, attach steel to mullion E9-0855 with HF-2512 fasteners and attach pocket filler, E9A583 to the steel with FF-1008-SS fasteners. FM-loos -For 50 PSF systems, secure the mullions to the pocket E2-0084 filler with FM-1006 fasteners. See Details 23, 23A, and 23B. Note: Steel reinforcing must be attached to mullions before framing portions are snapped together. -Set frame into place on the sill flashing. Detail 23 -Always shim anchor locations at head, sill and jambs: ±50 PSF 1/4" maximum at 1/4" shim. 3/8" maximum at 5/16" shim. -Attach head and jamb members to the structure a with flat head fasteners: Wood: 5/16" or 1/4" Tapcons. Steel: 1/4" or 5/16" Tapcons. Concrete/Masonry: 5/16" or 1/4" Tapcons. Refer to FPA drawings for other substrates. Anchor sill member to sill flashing: -Match drill sill flashing for sill gutter anchors using holes already drilled in the sill members from Step 7 on Pages 16, 17, & 18. -For 70 & 90 psf application, drill 0.201" diameter (#7 drill bit) holes in the sill flashing and attach sill member using PC-1424 fasteners. For 50 psf, use PC-1408 fasteners, and for Inside Glazing, use PM-2524-SS. 4E2-0084 Table 1 -Minimum Embedment into Structure PO-1408Minimum EmbedmentE9-0825 Concretel Condition` Wood I Masonry At Jamb&Head 1-W1-1/4° WEEP HOLES At Sill Flashing 1-3/8" 1-1/4" Structure must be capable of resisting all loads imposed by Detail 24 fasteners and anchors. ±50 PSF Page-24 02-4007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System Y^^KKK n G11- FRAME INSTALLATION STEP 15 (Continued) INSTALL STOREFRONT FRAMES E9-0665 E8-0665 E9-0&%6 FF-1008 E2-0084 E2-0088 FF-1008 HF-2512 HF-2512 E1-1062 E1-1062 Detail 23A Detail 23B -70/+90 PSF' Inside Glazing 0 q aSealant 52 E2-0088 PM-2524-SS E2-00Sealant PC-1424E9-0619 0 E987993 11 E9-7877 Weep Weep Holes Holes i Detail 24A Detail 24B -70/+90 PSF' Inside Glazing Per Florida Product Approvals as tested with steel reinforcing. Effective Date: October 12,2016 1 024007-11 Page-25 YKK YHS 50 FI Storefront System ap FRAME & DOOR INSTALLATION STEP 15 (Continued) INSTALL STOREFRONT FRAMES Head T Recommended Anchoring As Tested: -The door frame must be installed plumb, square, level and true. -Shim as required (3/8" caulk joint at head and jambs). -Anchor the frame to the structure according to Details 25 & 26 E7-1073 or refer approved shop drawings: E9.0551 ,�s = Sill Flashing Anchor: Concrete: 5/16" x 2" HH Tapson masonry fastener Wood: 5/16" x 3" HH Tapson masonry fastener ♦ = Head Anchor: Concrete: 5/16" x 3" FPH Tapcon masonry fastener Wood: 5/16" x 3" FPH Tapcon masonry fastener = Sill Gutter Anchor: Head #14 x 1-1/2" PHSMS Type AB ❑ = Jamb Condition: No anchor for frames 9'-0" and under up to 70 psf. Contact YKK AP for frames over 9'-0" or for design loads greater than 70 psf. Refer to FPA Drawings for locations and other substrates. E9At162 Detail 25 Table 1 - Minimum Embedment into Structure Condition* Minimum Embedment E9-0652 E1-1073 Wood Masonry T At Head(w/o Reinforcing) 3" 1-1/2" E9as1s At Sill Flashing(w/o Reinforcing) 3" 1-1/2" At Head (w/Reinforcing) 3" 1-3/4" At Sill Flashing (wl Reinforcing) 3" 1-3/4" Structure must be capable of resisting all loads imposed by fasteners and anchors. Sill Page-26 02-4007-11 1 Effective Date:October 12,2016 YHS 50 FI Storefront System Y^^KKK E3 P FRAME & DOOR INSTALLATION STEP 15 (Continued) INSTALL STOREFRONT FRAMES E1-1068 \ E1-1088 Q _- --0 --0 - - - --0 E9-0662 E8-0663 Eg-0855 Jamb Jamb Jamb ± 50 PSF +70/-90 PSF' +701-90 PSF• Detail 2 Per Floritla Product Approvals as tested with steel reinforcing. Effective Date: October 12, 2016 1 02-4007-11 Page-27 - YKK YHS 50 FI Storefront System ap FRAME INSTALLATION STEP 16 INSTALL WATER DEFLECTORS YHS 50 FI requires the installation of a water deflector, E2-0049, at the ends of every intermediate horizontal to keep water off of the insulated units. E2-0049 -Peel away the protective paper from the bottom of the water deflector, E2-0049, and install the water deflector at the ends of each horizontal. See Detail 27. -Position the vertical leg of the water deflector against the end of the horizontal. Note: For best adhesion, make sure that the horizontal is clean and dry. Detail 27 jo Ramp Sealant Detail 28 Detail 29 -Apply and tool sealant along the edges of the water deflector and down onto the horizontal. See Detail 28. -Seal the ramp of the water deflector to the interior side of the glazing pocket. See Detail 29. Page-28 02-4007-11 1 Effective Date:October 12,2016 YFIS 50 FI Storefront System Y^KKK Xp FRAME INSTALLATION STEP 17 PERIMETER SEALANT -Position backer rod around perimeter of frame. -Apply a high grade of sealant to the joint between frame and masonry (Dow Corning 795 or equal). -Make sure all screw heads are sealed. See Detail 30. E9-0651 n Flat Head Fasteners E 1-1073 Only Seal All Screw Heads 3l8° Effective Date: October 12,2016 1 02-4007-11 Page-29 YKK YHS 50 FI Storefront System ap GLAZING STEP 18 GLAZING: DRY GLAZING APPLICATIONS ONLY Note: Inside glazed applications are dry glazed only. The interior glazing gaskets must be installed prior to the glazing process. -Using a small brush clean out any dirt that may have accumulated in the gasket reglets. Vertical glazing gaskets must be installed first: -Cut vertical glazing gaskets to Daylight Opening plus(+) 1-1/4" plus(+) 3/16" for each foot of length. -Insert the gasket into the reglet at each end first, and then insert the gasket at the midpoint of the opening. -Push the gasket into the reglet starting at the midpoint and work towards each end. See Detail 31. Apply Sealant To Horizontal Gasket Ends Glazing Glazing Gasket Gasket Tool Sealant at Gasket Comers 0 Dail 31 Install horizontal glazing gaskets next: -Cut horizontal glazing gaskets to Daylight Opening plus(+) 3/16" for each foot of length. -Apply sealant to each end of the horizontal glazing gasket prior to inserting into the reglet. -Insert the gasket into the reglet at each end first and push each end tight against the vertical gasket. -Then insert the gasket at the midpoint of the opening and push the gasket into the reglet starting at the midpoint and work towards each end. -Tool the excess sealant at the gasket corners to ensure a watertight seal. See Detail 31. Page-30 02-4007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System YKK BP GLAZING STEP 19 DETERMINE GLASS SIZE Typical Framing: Glass Width = Daylight Opening plus(+) 1-1/8" Glass Height = Daylight Opening plus(+) 1-118" STEP 20 GLAZING -Install side blocks, E2-0096, centered along the vertical opening of the shallow pocket. -Cut horizontal & vertical exterior gaskets to daylight opening plus(+) 1/4" for each foot of length. -Clean all glazing surfaces and joints of foreign matter a\nd contaminants such as grease, oil, dust, frost, and surface dirt. Do not use water or soap solutions to clean surfaces or tool sealant. See Details 32 & 32A. E9-0665 E2-0084 Q E2-0084 E2-0096 E2-0095 Detail 32 E9-0656 Outside Glazing E9-0653 E9-0665 E9-Ofi 3 E2-0096 E9-0656 E2-0019 E2-0088 E9-00as— Detail 32A Inside Glazing Effective Dale: October 12, 2016 1 02-4007-11 Page-31 YKK YHS 50 FI Storefront System El GLAZING STEP 20 (Continued) GLAZING -Carefully install glass into the frame making sure that the side blocks are properly aligned with the glass. Impact resistant glass is always to the interior. -Slide the glass into the deep vertical pocket and then slide over until contact is made with the side block in the shallow glazing pocket. This will ensure proper location of the glass. -Lift the glass and place setting blocks at 1/4 points or according to the engineering calculations. YHS 50 Dry Glaze applications require the installation of an anti-walk block into each jamb and vertical deep glazing pocket of each lite centered along the daylight opening. Use E2-0807 at E9-0663 jambs and mullions. Use E2-0546 at E9-0656 deep pocket fillers for heavy duty mullions. -Flatten the anti-walk block against the exterior surface of the glass and push it into the opening between the glass and the mullion until it is released into the glazing pocket. See Detail 33. Deep Pocket 9VShallow Pocket Deep Pocket ��1r��iii��aaaa Daylight Opening(D.L.O.) Anti-walk Block Anti-Walk Block Q o Side Block w E2-0094 d d m Lu 114 Pd Ma w Setting Blocks Detail 33 Outside Glazing Shown, Inside Glazing Similar Page-32 024007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System Y^KnKK ap GLAZING STEP 20 (Continued) GLAZING -Install glass stop, E9-0658. -For Inside Glazing applications, apply sealant to the ends of the glass stop E9-0658 as shown in Detail 34A. -Install the vertical exterior gaskets first. Roll the gasket in working from the center towards each end. -Then install the horizontal exterior gaskets. Install each end and the center of the gasket into the reglet and roll in the remainder of gasket working from the center towards each end. See Detail 34 & 34A. E9-0665 E2-0083 E2-0084 (� E9-0658 E2-0084 E2-0096 ILS( E2-0095 E2-0083 E9.0656 E9-0653 Detail4 Outside Glazing E9-0665 E9-063 E2-0096 E9-0658 E2-0083 E2-0019 f Sealant E2-0088 E9-0807 E9-0658 E9-0088 E2-0084 Detail 34A Inside Glazing Effective Date: October 12, 2016 1 02-4007-11 Page-33 YKK YHS 50 FI Storefront System ap GLAZING STEP 20 (Continued) GLAZING The following steps are for applications where structural silicone is required on the interior. -Clean all sealant contact surfaces on metal and glass using method approved by sealant manufacturer. -Apply masking tape to the aluminum and glass according to Detail 35. Note: Apply tape to the glass 1/8" away from the aluminum to provide a 300 bevel. -Apply approved structural silicone sealant from the bottom to the top of joint. -Use positive pressure so that sealant completely fills the cavity between glass and aluminum. -Using a 300 nylon beveled spatula, or other non-scratching implement, tool the structural silicone sealant immediately after running the joint. Exert positive pressure while tooling sealant to ensure that the silicone makes complete contact with all surfaces. Note: Be careful not to remove too much silicone. The finished joint should be 300 beveled around the glass. -Immediately remove masking tape while wet; do not allow silicone to skin. Masking tape must be removed within 10 minutes of tooling. Glazing Options E2-0081 E2-0084 995 Silicone Sealant 30° Bevel iR 1- Glass App (SSG Applications) E2-0084 F2-0083 E2-0088 0 1-5/16" Glass Masking (SSG Applications) Tape Detail 35 " Glass (Dry Glaze Applications) Page-34 02-4007-11 1 Effective Date: October 12,2016 YHS 50 FI Storefront System YKK �1_ GLAZING STEP 21 INSTALL INTERIOR SNAP COVER -For Inside Glazing applications, snap the E9-8647 snap cover into the sill as shown in Detail 36. Snap p Cave Detail 36 Inside Glazing Effective Date: October 12, 2016 1 02-4007-11 Page-35 YKK AP America Inc . 270 Riverside Parkway Suite A Austell, Georgia 30168 www.ykkap.com Atlantic Beach AtlanticBeach , Florida GENERAL NOTES : 1 -Storefront Doors: By YKK AP 4-Storefront Door Hardware: Series 35 H Continuous Hinges Medium Stile with a 8" Bottom Rails Surface Mounted Closers by Sargent 1 " Diameter Pull Handles by Rockwood 2-Storefront Framing: By YKK AP concealed Panic Hardware by Sargent Series YHS 50 FI: 2 1 /2" x 5" System Threshold by YKK AP (See Sheet D4) Sweeps 3-Aluminum Finish: • 5- Glass Schedule: Glass Type G 1 : 1 5/16" Grey on Solarban 70XL over Clear Insulated Impact Glass. Glass Type G2: 9/16" prely, on Solarban 70XL Monolithic Impact Glass Glass Type G3: 1 /4" Clear Tempered Glass Type G4: Level 3 Security Glass Glass Type G5: Fire Rated Glass Mac's Mass & Mirror, INC. A CHITECT: _ -______ CONTRACTOR: SHEET No.: Clemons, Rutherford & Associates Auld & White Constructors, LLC 1651 Blanding Blvd. 2027 Thomasville Road 4168 Southint ParkwaySuite 101 Jacksonville, Florida 32210 p y► (904) 387-1530 Tallahassee, Florida 32308 Jacksonville, Florida 32216 ..J d 1 .OW Q R . c=r� � a ,_0�� F.w. c� CL z Lu 0 0 00 00 3 THUS `4 o G4 � o TYPE B _- Hollow Metal �„" N By others © C) O CO a� OSS �5 FL cr) C U) N U) — Nr CDm m i-- C 0) TOP OF SLAB �q r0 7 U m m 2t a• _ 1,, R.O. '_6 ' R.O. G.} _02 6„ F.W. .�. 801, F.W. „ 2 1-2) 2'-6 02„ „ 2 CL 2 THUS �=,� �N 1 THUS c m -� :' '3 G3 G3 TYPE D LA: TYPE C Hallow Metal a ro G4 G4 G4 Hollow Metal By Others I By Others . C Co H- Co ` 1=4W -1—� -- -�, o N 3/8 " = 1'-0" SHEET NO.: TOP OF SLAB J w O fl' U) u- CL !A d- Z W p I-- N Q p 00 b (F.W.) ,,O„ (F.W.} z p -6N0 �r�O„ ,��►, 3,^�„ 1 _6m CO m � T co cv 06 m IC G3 G3 m T c 0) G3 s-- C.� � G3 ccs `j' G3 G3 c� r- N r='c� G3 G3 G3 ccs 2V N U In G3 G3 � G3 LL T- CL U 110 cif � .� M DO()R 113 21 THUS a) M .� 1 THUS caTY TYPE 3 T P E 4 Hollow Metal 4t Hollow Metal By Others 0 By Others H N .: J W 6- Q cin o m cn Q _z sC- cr. Q N p © a`-0 00 U z ...� o N m M 4 -O„ F.w. 2 � o 1" ' co 1" 7S1 " �3 " " � C')�Z 2 L G 2 C —2'-8 " 2'-8 " ,� 00 00 > moo+. 4 Gi Q1 G1 G1 Dr G1 U e F— D2 �N �R■ '7 C? h �' Dr G� G1 G1 °` , ► G1 G1 Rt-- G2 G2 G1 G1 4 to Gl G 1 u- N TOP �OF SLAB / DOOR FG °- •— U m 1 THUS � � CD 15 THUS CU m co TYP TYPE SF EA m .� C) ccu -� M Q O =C < 3/8 " = 1'-0" moo ° cn a. CL _ Q z � Q Doors B Others ° co z _ Q a 3 _ ,) 0 3'_0» ,� 3' °_ � N —0 -� -- --� C: '0 U- m � co o CF) 0) coU O Q CO 4} CIO U � U- .� Q- C U ---� Jc T3 CCT ARRIOW HALF CO N FULL 0 VI EW GLASSGLASS m .0cu Glass Types: Glass Types: Glass Types: 2 RE UIRED G2 5 REQUIRED G3 1 REQUIRED G3 0 Q 1 REQUIRED G3 1/2 " = 1'-0" 1 REQUIRED G5 9HEET NO.: J � 4 QC U- CL S°,x7.00] otu Dw ft1 +. W 1•a N 4 � DOW 995 W ART a E2-0083 ��Fu ' (QV E9-0958A E9-06$2 C) 1 1w SKIM 6 SEAIItNT l.NB Y1(K) E1•S 073 m X E2-0084 a W o PC-1424 E2-OM /� 1 2 0 d E9-0819 b DILL ` E2-0084 F EI-1073 O E9.085t (D 1)) SWM E2-0083 O UOW 495 =119 Y�I&, a n SEALANT L� ' (N8 YKK) S"-"' (� 0 CO 5'Itx7.00) 1 IIII �r oZ$ to ai .�. m M TIPM (SM HEAD) '> o Head CO 0 CO N U �' E9.0051 SHIM 8 SEALANT IN8 YXI9 -� UOW095 ci E9-0958 SEALANT E9-0653 r EI-=4 048 YY.K)F-7 --------- �. 3 $ E2-0095 N � r r4 D112-004 _ � D1 co FASTS ERS �!`+ ('2)PC•,220 Q E2-0063 SFALANT M o INB YYaa J' "4 y(D Q 318'(9.531 MAXvw - �••��J 378'DIA.FASTENER. � ,f4'MAX W,'1!4' 153.50] U.L.O. ()CA.FASTENER F.tM1'. F 0. ...... W .4--1 oC c- Jmb HorizontalCL SCALE: 6 11 = 1 1-011 Q 10 U- £2-0089CL E2-0083 I F $ III Z DOW 005 SILICONE '3: W .o LU SEALANT Q O o ImW 40s SILICONE N N E2.0080 2.0005 E0.0225 E2.00M faooe5 0.0225 ■ n `sd-' >■2cq E0.0235 Door RailF NM0 c9�2 cv E- 0 E.025 c: O v o 06 � u- I\,04D4 � N W 6 , W Vl LL/and > p 04x 112' PHS MS Threshold V ° TYPE R (D U) r- U f2-0051 V! E1.1055 ar,a,,�z'rN;,f�s E2•oa5, (� ce•nsw rrnf"Ali" Q Ee•usOz SEALANT E0.0407 c (0.0670 ( 1 Y 'Lv SEALANT a (NB YKK) '/moi SET Oi OED a- c OP 5EAi.ANT � � V mfg 5 ca 0 (13 Yid x,t)2'fHSMS(A0) OP.114'.1 3)4'HN TAPCON(SEAL.HEAD) ,�J4 WI 112'EMBEDMENT �.r/ '(�D Q Co U C O Please Choose Desired Threshold Option 61t Nq ........... ......... .... ....... g vats so Am N.SIS, N?p or ggmWill 'rw i WN �qgfmw� L OWN t" gxx. ib, ......... M-p- N M-A Mawr U., 'S N w W. a AN# IMF ANIF 11R,"R. .............................. ............................ ............... AP 1-h-irricatie & 81LISE SOILItIO115 gar, ,'A Projection You Can Count On The industrys mwst 1,1111-able, entrance system is now availal)le in inediun-) and widE, Stile vf-�f'siorli. III af.-Idition �1;17 AMIZWMANZ "M -n*m;wx 0 IRE* iprehonsive array of locking and hinging options, to 81 Coll I 'I I'M .),Is Product is available vvilli 1110110lithic or 1 hmulbing N '�"tv 'T'441,2924 R:,TVOZ 92WRO", g- a t e -i and wide st applications, I a ni i n, d coass for rnediun MR I, N/ iTHail and houom led options provide additional design o ME `0 0. the Specifier. K, flexibility io" 1,.............. IN; NINON, Y(K AP has Wo addressed ong6ng madvenanco in N REPO a )usive environmems, gtj�ch as schools and Whary bases. Ic ........ ... T) reduce mairitenanco costs choose either "I'll IN-1 devicfis combined wilh an impact fated alurninurn ron)"wable 111tillir,)rl, ol single. point locks paised vvith Mush These SWAM grade j)oIts r)n 1,ne inacke panel, Witranc '?SRO R) e SyStOlITIS' 1)1"()Vid(� MaXiMUTY1 SeCUritY U11d0l most demanding condMons Whout the need for MeW Ail ym g rwinforcin, They also integrate %vidi US storefront and WAN YHC curtain wall framing systains. R gffi,g Model 35H and 50H entrances are Large and Small Mile gg@ g. ........ 0 M Impact resktani Met as wo,11 as Blast Miligation ........ W .......... . .... ....... TeW WAh the expansion of hardware and pedonnance _g ......-,- ane resklant, 0101 -0 HAN"& your single swurce, Ior hurtic —g i� R. I N'! -01" n government, and Dot) "..1pplications, _M.rsn_ Product Benefits z LaMe & SITIall Missile lf"'Pam>- TO 90 PSI" a. 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Standard 7R^r'rr ,n`(k• !+f'✓ 1+r• yj/rT L, rJl �IaSv�%;:t't�" ,s�:l7yJt�,�,`'i� v>:�.•"•-h,''::: 'r.�YJ{�,J�, :t:Yt%. �f ca g,}�1�5 y4�Y {w J.}Lt•Y�n�,�y-�J:}•,;,�a��,7,':A. :'+J��' ., •�'Kr '��gfi�Y�.M f �•4�3�•yJ�'�31 4,.�fic�.+fGln.st+�:�C..,:}yYl3rr rb i ')"-O'1 r 11 t- ,t ,1 ::.F ?•iti; lilrt, k1yr�.a c%„`�4�i� :S:a"`a Via:.=;�::.::>,:. .��. ,...,=ar:��;1.. :,.:r,r:5;),��.,, . � � �111E�1�'S: . x � ••� �Jc3 ,� t) }; 0 I',lirra: 6'-0" x •),^r}I, c:Y 6'-0” x 8' Cl' R•Y ing and Contink ous I1ir1, o K 1 ,`x011 171VOt, «11tt 1�r. u:`:'•{` a , , 711E 1(:lti:i3E' Single l�()Ul'S, €:�,.[3t �.Jr.r1lf.;r Sincic.. a11�13-1 c. 1t _c. y {ti:i` ;• '1.r]'- "y i r,� ,i. 5-Point Locks for l aii C3 L11,-rt.ilrne W,311,10ii�( •', : a Rim andCVl~ Exit Devices .....S:S� g, Custoni Entrances ill' „ r r5 ✓t`;, ,,�. Sint)Ies. U , to -[) x f�' t) '. a Pairs: up to 8%0 x 8A)" i�..t r5 a fairs: Up to 7' O" x 8'-.0" with Rik 1'arlic. x� Sty rlcie�rcl � r1d CustomHardware; For additional infor111ntion ren architectural al[!millurn prodLIC1.S offered by YKK. AP America Inc. Visit our web site at www.ykkcap.corn. .......... ............. ::'2013 YKK AP Ainerica Inc, is a subsidiary of Q YKK Corporation of America, 01-5001-03 i i I :..._ .�.... , .[... „ >. ,. ...... ... ...:.. .... .... ... .. .. .. v. .._ .....:....�:�. M. i ,1:., '•rf mss.:.r.-. J.. 9 -::par• - 'S:YY• •+S'i ft ..i,•U:.=.a.. , > . ;L� ':,'i�:Y .�. },�;SJL .r+Y•.cir.. .�3^S� ?'t, wS,•.:...c^v'!` r:l c}5'X. ..5: 4+x.1.�'}rGa'L^ q r4... .L.} :s';�;:i•::;,r>iF•':i'`•':s!�� .!.., ti .r.:-r: G:35, t. 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Jt 1, .. ..fid'.. t .. r • 4.wt„anJk_.L.._._,.,...,:,1,:......:a...:.:..,....�,....,::..:::.,.::._..,:..,... ..:... ... ..............•.,. .., ...: . .. ...., .. • Lava pressure options — fewer parts and anchors for lower installed cost a Taller s )ans & higher design pressures -- less cast compared to curtain wall • Inside Glazing '-' lower cosi: in above grade applications; solves rough terrain and difficult street access issues • Large IV issile E — greater protection for essential facilities such as hospitals, police stations and shelters PERFORMANCE SUMMARY: MISSILE D MISSILE E Air Infritra ion (ASTM E 2.83): 0.06 CI-M i I-'I @, 6 2-4 i'SF (299 11a) Jr ,.� MFV 73 r lniil:roti n (ASTM � 1 1� 141' ,�JL� 1 �� .t:J�7'. :•�._:},� �-"��'; Water t� � S 3� }: 4 ,A3.,.''�+. ,yliJFyr.rjt;: _ - ;"j,.:<ir_..R'•: .{.,..5;. _ L::iJ Fma-i `' :Y-::'L�. ;.%27T'•S�.:� .v,i'.fi� ss�� ''n '::CSR i{�,i. ,:3:!f :a'��\,�`•.i'�'3. S"}. .�, `':jL- rV+'2r.,: ..k„ +.:A4.:'ti4 <{w ;Rri;?>:L:. ,y;,;:':Sy, -t,.�4. iT1.{•r�, :S�i•:.e,C: YHS50F Acoustical and Thermal: ..:57.. `•'V :'•R''p'((p -Y.. y jJ�y .•4'I .4.44 T!' }- .•ti i - r•� v};:'3;':'r..•, ,.'x7Ai 'Y •If.t::,:�4:.• ►/ ( L-.) .. .,t:.:'?�k;•, rf,,�'y i i ��! r•f r once AAMA 1801 , . k .::.. .... .;Y ..• }} I'. ::{,:�t :::' Acat St Lr �: ter. •: . Pet l� r E ,�':-�C•-vyyS:LtfiC i�.Na_ ;=Sr+,;�,�3 i�: /. nlzi•>.:�°..•. r:t'�!:i.,�L SK f.5' Vr _Ln Ir9 } l f - ✓M '-'�.1+ •::LI�j .}�•}.;;�ai.fttS {:5.f:..,.r.:4:i,5:�•...i,,y�j.rr:Y r}i.:..J'Si'%�'�::;•;;}ky• r';Y.:k 1y,{,�� .>,Yf..:, i;.i: •y :,�J':2i:.::.r .:e'7._..- :`C)%i.�,'. _ r it'';•r{�TT•+'r. 'ti N.::.• :t.[':''�, .�,' :75ii;;{(:it- :mfn3ti'xa � :fR445•:4•: -'w,�§w•4•�'y�l •:r i. r�''-�'Sr'!-:�d•�"�`;:r..:. :,1`S'•': Ili,':; '''!s^.1J�:i �tF+iY' 'd�/' I .7 w.: x,:y:j;';•Yt j'i ' ';Is %�C .'t.. !I.,i J :.S f)I.i:•�: 1-5/16' I..;-}t11il1attYtt :34 .tij .`��;_:••>x i..,._:� � Thermal Performance (AAMA 507, AAMA 1503, NFRC 100): Budding Cl:)de--i now cr3li fur Mi:ssilr} f: i IotecIinr) f ; usse11lial facilities (E11sk Cati'wy 0 lrr'Jhen The wind steed ir, 15'0 ivip1) Fr7rno C'F ., ininirnt.irli of 35 ,. t � ,' e t'.; , . s t vv ,'f than e CJr {�rt:S,liE,r, EL�la51lJ t: ,7y 5tC,ltt., must Ltlt}14)tl3rti� f 1,,?C(; t li.rrl tVt {i:Lr i 5 tilt,, ifili)a-10 (?f1:',rgy f.C1Sl2Parod if) Mhssile 0 �)vi:l'�311 System t.)• �1t,tC)!' .- 0.11q (-using �[:;IEJ of 0.29) I X60 DESIGN PRESSURE 1U8" to IMPACT IMPACT QHS St�ilir��Gl��:>s 144" 1�U" t]U751DF INSIDE 50 65-70 9 MISSILES ESSENTIAL SYSTEM50 PSE= SPAN SPAN GLAZE A & D GLAZE FACILITIES YH S 50 S YH S 50 Fl YHS 50 7U INDUSTRY-LEADING SILL FLASHING DESIGN! 'rM•?-:lrt'4Y..bw.<��,l �,.N f�r1c1i water res'back !e7 � ;t ,s,�L�rt,..",+•":.z.Yr.R:;.r Z'r'.:J�•• -•�:ii3•'-.i- :•e�r;:i....':!,. • lie;i: .;�;"..:S.i1r+;k.;:M1{f:#:''q�.•+..�Ls,..•:•,•{�::�?`�'i?::,:r:;...,: _ ^•sr'r' {:tom-:�'v}:�;r, .;. ;;�.::,.tc?,'x•«.�-'ne>_a;: _ .r: s I r... &s.-.1 _.. i )if I!1 t.I1t f 1t:l[:i �3rlt:l I!'1 t.fJ,7tir1 .K ,th:5 ,r. ;;`::,....r..:,. , '+T,:,lr;:-`r:yt:?':,�,'•..y,. i��:•3c.�;-rr.`ay< r• •i,v; ..:y:,;�:i;:.. .::nk::-:ri:i,3.; 'i•i:S•G•.jr2�'sk'r^6�x. •,�Y;3 1?\rS'+•�-�S t,r1rL�+�ii1:'�,`sr_L:•.c•.A.1' h•.r '1.:r r;tE{'^`.")^'i�<Lmv`2rt�a ,.I'. '?fiCu„"f 'Si, �hq h`�•�.:.:yj rfGGr 1tj;•j:•.:Y... . [•:,.l.';,,.`;v': mss, "r`' M1 .\:y.JS:{,��/.xi '..r'ixi �:=C`- r; :Lr;?:'-. .nr,�,y",. ,��::'7"• �Yw^J!:ii:`i�CiF;v':+'•.�:sy:.a. j�i•.i."P, 'ir, f' s :,.¢yI,/+Ysr 5r ,:x%•�!' :'n''r+i'•:�iaf,'..z:}i„\•va„••,;t,.v.; tdlf$;;+ ::I:i•,�AS{, TS)�':;j':l�%i:"�1+�1I��%y �i�..Lwi�J��•tY ll''.lLy L )j��.�^3�• Patented 3 Paint End Dam Attachment :„ �ri,iss�<x'�•,'+2:y;�%.%i='ys:t';;t..4/:%:•'.:1.:C`•iEor-�jg:-M�{-'i�t�t;•'y'7•.,S ( -ty r:�4rjr �'.j;}�3,ar,:��.;r:r�• J•t` .:-J'g;;•S;i ia'x::,`.r7? l protection EIroot handling damage 'd'CEC;'..ja1.:t-i,+,Lv. `w).•,i•:�4'lt':•l•Ss:_=�(:sy:y.�i�.£r;i•;•Y:1x::;'•:,r2.Rars:•wS"+;r:,.�'.;�,'4:�`:'{p�lsSv'rd;•c`°%;.::.,•S•,•ni:s•:IfiSt+s::<,}s:f•..r;,.n:'i..::G..1.:r;::,fi'?;^�y.;:;C;!l?,''.i,:�u^✓, ••'�r�nY;u��r g.. �r"n,>r•a �i>::.. � �;`�tt:T.,i�rt4}°.:'7::riJ�i< v'>.^:r�`y?i't'.r'%�Y;J• :.n, ijr)t;l I)r-I1I(lillr- oG4ttI1L ,.r. N D blind seals Eliminates . Jt1l s . �.:•;; �°�` - �elletration of the sill flashirl(y I �G• For additional Intl?imilion on a rt,NIOCtf.lri'ir 310fflillL1111 rr10duct:s ViA. ()Ln• web SitO 81 www.ykkap.(.orn, ''2016 YKK AP Aniedc;rs Inc, is ra Subsidiary o4 I& YKK Corporacion (.A America. 02-5007.04 I c / fr...• '' Rochester Insulated Glass , Inc. r` I, •I 3 I', e)rrick Circle,, RO. 1:3c1?; 168, Manchestc3r, New York .14.50 Web Site: www.i-ocliestei,inst.ileatedgla.ss.com Sales L-rnail: sales@i-o(.,t-icystet,inst.il�itedglass.coni Product Data CON PANY:: MACS GLASS & MIRROR PRU ECT:: ATLANTIC BEACH PUBLIC SAFETY PRo LJCT:: 1. 5/1.6" IG (1/4" GRAY W/ SOLARBAN 70XL #2 - 1/2" AS - 114" CLEAR - 075 PVB 1/4„ CLEAR) Physical Property Data:: Visible Light Transmission 32 "U" Value Winter .28 Summer .26 Solar Heat Gain Coefficient .19 Shading Coefficient .22 i Note:: Tempered, Meat Strengthened, and Annealed are all the same physical properties for the above data. Not(.,:: All Insulated Glass RIG produces carries a 16 year warranty. Note:: All Laminated Glass RIG produces carries a 5 year warranty. Note:: RIG Secondary Seal on Insulated Glass is GE # IGS 3723AB Not(.,,:: This data is based upon Pre-'Processed Product. Architectural Fiat Glass Products Tempered a Laminated a Insulated a Ceramic frit Spandrels @ Fabrication a Oversized THIS C:Eft•1'IFIC NI (71 C;U hf=+i..iA{�1C3 V4+A9if�l�f�!'1's'1'1 i/�r'3'I ii: :�/�Fl'1'`f C E_l�:?tf�ICi+ f�ri{�i'I f E/�1.. E)I S RlBET HEREIN WAS f'ROE.71,#(1ED BY RIG AND CONFORMS 'i'o'rH CONSI.IMER I'RC)C71JCT SAF "I"Y COMMISSION S I'ANOARD 16(31:44-1201-Cl 1, i i I I i rRochester Insulated Glass, Inc. 7,3 lAerrick Circle, F.' Manche,, CJ. Box 1i3, sncl�ci lVlster, New York 14-504 `�• (5 85) 289-36,11 Fax (586) 289.3610 Web cite. www,rocliestei-i€•)sulated lass.cam t � Sales I--mail, sales OProC;11Werinsulatedglass,com Product Data ! COMPANY:: MACS GLASS & MIRROR PROJECT:: XFLANTIC BEACH PUBLIC SAFETY PRODUCT:: 9 3.6" I G :t 4" / j GRAY W/ SQL.ARBAN 70XL ##2 M 075 PVB - 1/4" CLEAR) I Physical Property Data:; Visible Light Transmission 33% "U" Value Winter- .95 Summer .86 Solar !-Teat Gain Coefficient .36 Shading Coefficient .42 I No .e:: Tempered, Heat Strengthened, and Annealed are all the sane physical properties for the above data, Note:: All Insulated Glass RIG produces carries a 10 year warranty. Note:: All Laminated Glass RIG produces carries a 5 year warranty. Note:: RIG Secondary Seal on Insulated Glass is GC ## IGS 3723AB Note:: This data is based upon Pre-Processed Product. Architectural Flat Glass Products Temp re Laminated a, Insulateds Ceramic frit Spandrels Fabrication o Oversized THIS CI.`FITI1 ICA I:: 01=CC0VIPL1AN(.A-WARFiAANTS T•IAXI 7E• E SAJ-.I-.1-Y C',r_AZJNG I'AAFF-RIA1..DESCRIBED HEREIN WAS PRODUCED ED J3Y RIG A140 COMFORMS s Fo T"`r-I1 CONS ME R PROI: UC T `aAF'E1-Y C%rilvi{s�ION TAII-10ARi'l) 1 CiC;FR-1201-CI 1. i SH-CIFICATIQN SHEETS MA '5 GLASS & MIRROR PROJECT: ATLANTIC BEACH PUBLIC SAFETY DAT 7-8-16 .. .. Security Ghming .................................................................................................... . ............................................................................................... ............ .:.............. .................. ......... PROC UCT NAME: UL Level 3 -Secur-Tem + PolyA PROUCT CODE: SP311 PERFORMANCE TESTING: Ballistic: UL 752—Level 3--UL Listed—File BP844 .44 Magnum Lead Semi-Wadcutter Gas Checked No Spall, No Penetration CONSTRUCTION: Product construction is proprietary. This product is glass-clad polycarbonate and contains an exposed polycarbonate surface with an abrasion resistant coating on the witness (safe) side. THICP NESS: 1.072" Nominal . . .. ..... . . ... ... . .......... . . ... ... ...... .....:.. ........ ............... ..................... ...... ... ... .............................. ... .... .... . ....... ...... . .. . . .. .... .. .. ... . .. . . THICKNESS TOLERANCE: .998" / 1.145,E WEIGHT: 12.81 Lbs. / Square Foot SIZE: 60" x 96" Maximum 12" x 12" Minimum OPTIONS: Tinted glass, translucent interlayers, transparent mirror, Low Iron glass TECH191CAL DATA: U-Value .83 Solar Heat Gain Co-efficient .62 Light Transmission .77 APPLICABLE STANDARDS: ANSI 297.1 CPSC 16 CFR 1201 (Category I and 11) ASTM C 1.036 ASTM C 1349 ................................................... ......................,................,..................................,.............-...................................................................................................... ... ........... ...... .. .. .. .......... .................... ................. SINGI E RESPONSIBILITY: Global Security Glazing products are covered by our Single Responsibility. Program that ensures one firm has handled and is accountable for all phases of manufacturing. INSTA LLATION: Glass must be installed in a UL Level 3 Bullet Resistant frame system. Holes must be covered with a UL listed device. All glass should be installed in accordance with the guidelines set forth in the current edition of the Glass Association of North America (GANA) Glazing and Sealant Manuals. Glazing systems should incorporate a weep system to allow moisture and water to escape the glazing channel. Recommended Clearance: Face: 1/8" per side Edge: 3/8" Bite: 1" 616 Se field Road Selma, Alitisama 36703 8007A 4/08 Tel: 80 -633-2513 - Fax:334-1175-2704—www,s(!curity-gl;tzing.coni I .-......,..-. ::. ..,.:..:..........:..::..:...... ...-":.::...;...:. .,.-.;..:+...:i::::':';:,;'+iso:::;:;•.%:;:%:;.:.'::y,',:.. ::`r.''"i'i:Via`<`%;`,3:�:'>:::'e:,i::'•�`.'`:%;$::;�<::::,: ;r is; ^.C`J. iT jiq :..... ,........... ......... . Xi •::i: ....., .. cleaned a .. 1 c properly .. a n t _.. d . . i . . 1 : b 1 1a r .:..:..... I t m u st ._ bo a ..... ...: .. lc a r and accepted : ; Vass and po y ess. Glass and }polycarbonate r reseilt ;grlral 1 Installation .pros r following. instructiorfs . ep,.. :..': .. terrtiorl :of :: :; ;during til a sed if improperly harldled or errnanenti dan g industry jyiacticos foi :praduct.iristallatl0rl. ft_is riot the.lrr . . roducts can be p Y Glob, .Security f azlrlg to exclude .or {prohibrt ,other installation . p . rildin Designs. . .. °' ` c}eand Global Security Glaring recommends strict compliance p ro date to specific bt g v,ritil the following procedures, tecl�riigtx�s that a e a P }�. . . icein acco. all 1 a r11i1d solution of soap and water or a nr?n•, Global Ssc�3rity . lazing's product Must b. irlstalel lass Association Unifornily app Y dow-washing soitltion to the surface vritfl Profer glazi 1g t.eellnrques as set fort{1 In tile atians `. using app}Icator methods. remove all liquid from the surface with of .:North rtft Anieri a (GANf�} Glaring Manual gild Sealant.��anual .. alprasive comrnercra wlrl irrrrediately following the 1 g9U .,:{pr. r lost .. current `.edition). .: G}earance recorly eld tll e; I app of the cleaning solutions, Care {es tae �ett tipped o 'followed to .protect all. }arodlrcts iroin exl-essive tip soft flannel or cotton c° r# cshou shown :trust.#� ... . pr sure. or :gla>s-t.o-meta) contact, `.whictl can cause breakag between the cloth and the substrate. These particles; if altoat* and :lot less than four inches long octet s}ightiy ensure that no metal, sand, or orest n pa Instal}.settiwed ng backs Dints incorporate a weep system , wider than the g azing at quarter p :insta}latiotl of glass should be tv contact the glass or poiycar}ponate surface, it tc, exterior g-1 ,zing Systems., 1•he : product surfaces ; damage the glazing. All cleaning salutianss►7ould poteredalr for 1 laziri gaskets and sealants to avoid tfle p considered a firi skiing prnced1Ce. Dur'sngchemical splash! or the window g . r ocess• Do not apply should be pr.tected from paint, plaster, surfaces exposed to direct dl enersain dition arect 5tsnt ghts a result f or at lelevatged temperatures. Do not ve welding . Si3att. rs. :Polycarbonate.. sunlight.must lave tnaskmg removed and recovered Witt) PlastlG J t use abrasive or highly alkaline cleaners. '[ re to do so may cause � Fuse razor blades or squeegees to clean hard- to-rem+a flim ..and duct We to the frames: 1 ar u substances. Do not � Benzene, gasoline, acetone, N�EI<, and carbon tetra- e}1loride staining or sha ows later. carbonate surfaces. Assun►e font and setting blocks are by should never be used on poly neo rlJr1G gasket, sea 1 materials are not compatible unless they fvt i dbto b cormpat#ible 5or11e PVC, iii M, 1p roducts and cat • t 'nation. Please refer to Global Security Global Security Glazing. Gleaning agents not 'compatible with Global security Glazing p with glass and poiycerbonates are as follows: cause cloudine ;s and delamination. Glazing Clear ing instructions document for cleaning solutions Witt' glass and polycarbonate' Assume oved Materials •1< er etlts compatible11ave been appy Y not eompati le unless they . '}lie following materials have been found to be Cor'r1 potful_ a C1e ��n ---�----' Security Glazt 1g Joy compatible'. formula 409 Windex with Ammon Isop olpyl Alcohol Lom aatibEe ealants Gaskets Ta es VM & P Naphtha Gr Silicone: ova► 795, Dow OQO, GE: Smea CGE 1 00,7U1J) Gasket: remco Silicone (70D), Tre Tape: remoo 444 Butyl Tape PTl 303, Isocryl5600 lace E;d nd_ Bite *learance .i' v 4i'.• To •1 ;• .:..1.r4„ •. ...118" 114., r1 Laminate {"atc15S 112" to 318" 518" Bullet liesistant (All Glass, 1lF3" 1t8" 318" 1.t r� & 314" tot t_t1x{�atd } 118" 114" 314 to 1" 13116' to 1 118„ lnfernQ I.ite� iJt3„ 31t3" 314" to 1" Sccur t.iteo� 511 f)" to 9116" Sour 't 15:cur-L.iten X CID 711 fi" to 15116" 118 i 14" 1.. [�elentionlCo ltainrtleni i j4„ 1113" Q3 711 ti" to 2 112" 5ectarTcm L'fltY r Lxga ) curl y lazing rao rt :Face rJearance iy rser er�ci7 side. Toll-Free' (804) 633-2513 r+ #',�r;;' Global Security Glazing � t375-19(lQ t 616 Selfield Road Te}: (334 ll Selina, Alabama 36073 Fax: (334) 875-27p4 i www.seclarity-glazing t r 1 1 .........., Customer flame: Mac's Glass 5'(Mirror •'"""Ir "' �'"'C Project (dame: Atlantic Beach Public Safety UrItYI,r .�rnc,�► Product Type: 1-1/8"Clear UL level 3 Secur Terre+ Poly SP311 (.late of Martufactu e: SEA.E.F:E2lVnirart s: I;1 Coc.h hill! of Cl ml and tint2ti 1i11iiiltaied safely float mid salcly Sheet glass, ltitlllllalcd iilfeh vali(lily MIN' 11'L'i1nC'CIn1 111 I:i lit 1t1:1iC+1 tills%. SC(all'ny ser Iillr7Yl'illk' 1,laf_It11, pl"t7C#tll Iti, tylas5-L'liltl stir } itlilss sold 1,61 a I(lttlotive Imilloses, Ilea.. Iritililittled anti lxlllcl I'CSIf1: 1t U111t11nAhi1 t;lass I(T 1)t' I:llniltal Cti Ili}fyCar'lk}ai11C 1114{IUGis qt'11}s411atcd ileitis+1'llEell Is idlei ell to be LIc ICCIIi'i;. free from dellill Ilnlioll for a period of five years Itom[fate Of mant11'"14:1 tile, (lr} Each unit OFA•ousta-Dane', Prldt Safe% Flost•l,itc'. Sky•Slallei, SCCtlY-I.ilc', and Celtificd Railroad (hiss ((.'Rei')• licitl strelliithelwd and 1c111I)Cied lanuvaltil glass to lie flee from Seller warrants its tee-tits and n conditions . pereede all Purchaser rewlests for vill"inliuus. ` delaillinalion for a period.ol,111te.years fr+nu dais nfmarinl:tctnrc. uulem "feller occepts maell Yalrintiorm In writing print to rt}fnui:tt:iltrif5g :)lid siti}}Lnr11f 1)f tUat(•rfttlr„ ;7) Lacb unit of St n=Tcln'. Stior-IJlt X' and Seeilr•1"ern+'l'o!}' security glarilt}; and 11'hld Pane' luuricant J.1IdZinti 111'04111"S to i?c free li'tllll lelaminalit7n I'm it pclio(i of litre years 1,11.5111 (Imc of It1:llillfac..till'. 7. Any ar t•.bitechn'al IRnlillalyd 1;I15s, SCcillily or Ittitl"italic g'IR ilii, Ilrndlicl`., glass-C-lad (}r lanlim ed polycarbonrtle ploduti'ts lir inslillited units glazed by materials which do not E.nell inlit of, 111tci710-lite, ;md l"ifci;:ud11' stxuritt t;laxivl.?. prndu(•IS to IX fmc. fine) Completely. repel water fbr the lifb of Ibc willralliy, or with materi:lls whicfi do not lCillairl ilCIa111itla6011 I[1 a}lttir/t![}l.five►"C`aIX frC}111 da it,6f itl1flnfll:.fUi•t+_ I'L'silieni for tile re life of file warralliv,of,wilil waledafi.tll:lt delcrioritte Ilic veiiii4xisiill laminated g)iINA. smirity ill lim-6i ile glazing 111'C1CIllels, 1',lass•4.I fill 411' 1a115illille(i }ii}1yC]Ir'1H711fife}tl l)tiRCls (II Ie} Each ullit (?f I. xl;prdfi it)Ile free from del:vllinatiott 1,61 a period of tell y'C:iI li+)ill dais" t)f' insulutCtltlttitia'ili riot be covtrcdl>)'tlie Ivan'anty, ntanufaclure. +. '#here is u4)%varr'allty I'm Immiuel bleakiig,C, i1lClui1111g;bel not limited lo: 1;1ass brCiil.ili c:erllzTit.0 t I) 1;ach unit of iii.ulalcd gims(1Cf)produrla(other lball those s:onlainiug larttinmed glass Coveted Clue ing.Cloudiness,dents, scrafcbes ol,ally exposed I7(iiycin'i1flllalC.of anli•spall ITT flllll Tit in sections Sa) 4 i (b)of sectirity in himicalle glar.itll;plodil('t5 Cmered in Sections(C)or.W)t{} 1}tlyCl'is 1'C5i7nitSilllt for f)rt7L'CSSitt1;1111y iitl(f all i!('lglli C1:if1115. tet ftee from 111 tail 1l obSli•lictl(nl OF LihaOn AS it ttatdl of dost i7r 111m lor"till ion or)file imerna) glass siufaces •aw.wd by :111►' I"ilurc of (be. 11CHI ctiw SCnI title. t0 dcl�Cts in luittcrinl or 4. 11'arraniy fir arclliiccilird laminated glass,SCCIti7ty of.lltlrncimc 1;i.4rtnl t)i'oducts,glass-clad of est?Ikmanslii11 1'(r a period (}f S y'tans floill lift(of matilllilGtill C'. 'I'111s does)lot Inc-lude faillil-e tAti1111atL'tf p671y'ti:lrbonatc products of insulated n)tll� Illit$11CtI t7U151dC of II)C l_:))tt$d States, will of file IIC4"ntCl1C SC.II CallSCtf ill CIbok of ill Ilan tole. it) i'TwElre.oI break01!,i of ally palt of ille be issiled Contill1,C111 t poll corlilderillioll of ploduct tllipllCillioll tiled t4 ii+'1'i111f)'fC1hIC5=C'd. glass sur(ilee tic by stress or stain by reason of physical impact. As u) insulated irnils Colimilting larch Inted glass Covered ill wClifil,s(a)or(b).Tile 1(i Portion of tele hili!'will'mily a 5. hmilitICLI (IG) lrllil$ C.ttt'erCd by sec(ioll (e) tsrllralll% will Ile void if K; tltlitR ill}}t11iL:61 u'1111 1treat' tSar'1 a15f' f!(1114 tlltfe. C1f' ItlaAillati hll't. A5 to 111iltl all:d 1111115 la)IlialTllnt; St-clnity of bl'eallwo.tubes my tn)1 scaled within si Xlt•(lily's h'o!t!111:411111aS entre. htnliLallC 1,1:1lN 1;prodnC1%Cowl'Ud ill st'C: ims(C)ter(d)til bullet resislaflt 1;4111if1:lletl}.lass.Sire IL! i1i)I'111Y15 R!' I !C. elate IViIE early a S year ta'aCl':111tV 111.}It1 dale of rlltllllf.ICItIIC, :Ally' GlobalCt. 'lite wanall(\'for Itir",gtrls5,mirrol,1'0aelim tellillmd.lical mt-Cogthelled or OWS1.0 laminates. SCCIlflly O1aL]i 1:11A11)atCri 1SSrr covered In 5L'ChAn5(a)(11'tb)t)+'sC.C.I)1"I t)'0"hllt'ne4111C gir mllilt of 1.1millmed ilistllatini nulls not Covewd by sec-tion (e) may lie iwiled Fonlill8c"l tlpt)ll p+oduct towlei ill secliolls (t) of (d), illst:dled %%'hemi thele' Illslllaled units. will 17111) lie i;ollsitic-filloll elf plodill'I:Ii7#)flCafll}ll:ri)tie tl'r177:11111'1'MiIIC"Sl('{I coveted by the appiicable wilrranl)• ol• sediO11% Is). (Is}, (c) ar (d}. i..(:xgRlydV tanlimlted potvear'bnmtle f:tlnlnate};lire trot covered by section(01 ThermigelC I leated ON%% Prodools 7. Tills marrant►'docs MA apply to rniliurial i tint paid for in full art: to be fire frons vlattlial obstruetion of IiSian i .1 F-01111 of(loci or 11Em forutation tits life imelval glass s if fices Caused by:rely fail tile of 11w bclmelir will title Irl oefcr.l%in malelial or !i. frills WAl RAN'TY 1S IN Litre.; OF ANY 01HER 11':1RRA`TIES, L.NPRESSI #) OR wot1lisayship .1 1 a period of 10 yvals !min daty of monde"'( uic. '!'Itis tines vol 1110tide I:IilurC IMPLIED. AS TO MERCHANTABILI FY, FITNEISS I'Olt A PARTICULAR Pl;iii'[}5fi. OR of the hermetic seal Caused in lvltolc of ill pall title to frachne(1) bic.zaaty o1`I11Iy pint of tl)e ANN' 01'IEIiR M.4WOSli OR 11SI: ASD T111AU: ARE: NOLl'A};RA's 111:5 '111:11' g!hiss surface err b) suers or strain by i'Cason(}I'I7bysical ifnpaty. 1iBF 1lT'YOND THE' DESCRIPTION ON 'tell: FACE I'Ifs10:O1". ill:Yi::R Sl IALL ASSt h•1 f' ALL RISK AND LIABILITY FOR IVS(.LT's OBTAINED ill' I:Si; QI "1111: IT0DLA"'I'S 11'llf`T)11:It SUNG I.,1'Olt IN ('0%43114AT1(.)y; It+ITII 0711 Fit MATE ItIALS OR t f) It' the st .lions (a) i7r (b) laminated glass or seclions fe) of (d) swcluity or ltunicane I'it[3lriJCTS glnAnl; product within ;lit IC; imil delaminaw prior lt.) tile. npplicnble Ialtlifrlted years or srcurily c will ctpiraliotl{talc, Global Security Cafaxirlg Dim to 1111' inclusitals ol'Itidden of visible-•slopes;'ill 1:klss which are dell imentil to[tic.slit-111,111 hurricane glazing ptttrlu( }V: Will rellia'e lice Colilplelc 10 111111 five o1 ellargc I.-OB oily factoty, alld apllcaranr.e of glass and whiell 11my cause "spontaneous breakagw" (n osi olien (bund in lefplicied glass Ilrlxllwls),it warranty will liol be Collsldei•Lf(71 issiled for bletiI il;C slut to 110.0 (2) If the tie tions (a) of (b) IaIni1181ed illin's 0l' seclions (c) of (d) sectir'ily or Illirliellic stlllifly, tlliatll, Sflic-olle. dC4iti'IflGiiftt7tt, "Coln, alolilitiotis, Crisltilmlile, i):licit ot• other s((}IIes glit'fiill!p'()tltltit %%Specie:ill 16 will should delmillllitic aEler lir(' applicable I'llmlialed glass filt'tlleti ill'1n5i)111I11e gll'rtiltti()f l'U111itl1litlAliltiz mitltlrlls:I11{I fat►llullel'il;Ii. of secorilyi7r hlltlicrinr glaring; piodiict wm'ranly bas expired, necessitating all IG unit it nt, but where (he insulated unit has oo lililmc of tile. )ielnlefic scili, Globil UABILI1'Y I,!NDI:R AN-Y WARRANTY BY SI:I.I.ER Iti I:II.11TI:I) '1O Tl if: Securily Claxing will nol mplace the insulmCd unit. Hf:P1,AC'!_,'V1I.-N 'OF Till". \•SATERIAL e)'r'I,Y AND TIJIS IN(.'i L"DE:S RE PLACFA-1I:NNT Of' 'life: ARC) 1_:11IILATI:D GLASS. SE;C'(;Itl"1'1' Olt 11URIOCA`1: ('.i1.:kzlN(.} f3} If the il):uImct) unit Containing sections (:i) or(b) laminated blase or sectituls(c) of (ti) I'It01)l_'(.`TS, (:PLASS-CLAI) Olt I.:1't•11\ATI:I) POI.YC'AR)3ONNA11i PRODUCTS OR sc�urily(I Itnrricant i,bszing 1}Induce fails prig! lit flit cspir:tliatt dolt til'lilt a11I}Iic:ILlt 1(:; "1'I l) 1TS 11`ll'II01;'1•C'I fAlt(i4'_FOB SE:IAik AI_ABAX-IA. SI IllhAt SlIALL NOT Boil wall tilt)'due Irl l:tillu•c of lilt helnle a sell, ant] if"the applicable himnlated glass m Illi 1,3:1111,!•: FOR ANN' INC'IDEINTAL Celt CONSFQI.:F.1'r'riA1, F:\I)1•:NSI':8, SSC II AS security(If-litnlic.ene i;lal.ilig product millanly has expired, C:ilobat 5Cctnily C:ilazing will LABOR COSTS, ARISING I,ROtiI ()I2 ALLIsGED TO HAVE ARISEN F�RONI 'flee: replace a Ili'the IG portion of tile.111tit free of Chalge. If, ill Iltis insllince.the sectiolls(a) USE OF ANY PRODUCTC:OVERIii)N13I21;Iti. 1•I IIS hi ARItAN'TY DOES NO T (:'OViAt of fir)Gu lhtatt(I loess or scClions(C)of ((f)security or hurricmw g; P/N N665) 6 " ROUND BULLET RESISTANT SPEAK - THRU GLAZING CLERK IDE CUSTOMER SIDE 5.000 CLEARANCE HOLE IN GLASS TRANSACTION HARDWARE G.R. Laurence Architectural Products Ptone Orders(800)421-6144 Fax Orders faWl 252-3299 YAVW-C:RLAUR NCECOfd Patent Pendim YKK AP AMERICA INC . %I~rn K CIPl SERIES YHS 50 Fl STOREFRONT inspires YKK AP AMERICA 1229 HWY 441 BYPASS OUTSIDE GLAZED - HVHZ I MPA C T RATED DUBLIN,GEORGIA 310 PH:(478)277-1955 FX:(678)88 38-6001 INSTALLATION NOTES: w oo M M 1. SEE SHEET 14&15 FOR ANCHOR TYPE REQUIREMENTS,MINIMUMZ U It o EMBEDMENTS,AND MINIMUM EDGE DISTANCES.ALL AN NOR Z Z Q O REQUIREMENTS MUST BE ADHERED TO.ANY DEVIATIONS FROM HZ a¢' ~ > m ANuj CHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND LL_ C)at Z 0 APPROVAL. Ip u_ Z O u` X °� gy v TABLE OF CONTENTS `n ix w 2. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR = O LOCATION SHOWN. Om Z m 00 SHEET SHEET DESCRIPTION Z "C Q 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS T E Z) -¢_1 w _j Q ~ M MINIMUM NUMBER OF ANCHORS TO BE USED FOR PROD ICT GENERAL NOTES: 1 INSTALLATION&GENERAL NOTES iu H Q j a Q q INSTALLATION. —1 V) a co w 2 ELEVATION&ANCHOR LAYOUT F— Z w00, aD M)1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 1-1 M) z p� 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A MANUFACTURED TO COMPLY WITH THE 5TH EDITION(2014) 3 SMI GLAZING DETAILS F- Q 0- M a TOLERANCE OF±1/2 INCH OF THE DEPICTED LOCATION IN THE FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN 4 LMI GLAZING DETAILS w ° N ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATIONOF EVALUATED ACCORDING TO THE FOLLOWING: F- o ti TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE • TAS 201-94 5 LMI GLAZING DETAILS Q N INSTALLATION ANCHOR TO THE NEXT. • TAS 202-94 o • TAS 203-94 6 LIGHT MULLION TABLES 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD • AAMA 501-05 m g BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 • ASTM E1886-05 7 MEDIUM MULLION TABLES INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. • ASTM E1996-06 8 HEAVY MULLION TABLES v, SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 9 EXPANSION MULLION TABLES Z 2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND 0z 10 SMI HEAVY MULLION TABLES w 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND H Z FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 11 TYPE A&B ANCHOR TABLES ,^ 0 VENEER,AND SIDING. IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF v, r RECORD FOR THE PROJECT OF INSTALLATION. 12 TYPE C&D ANCHOR TABLESLU H 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE CL 13 DOOR MULLION TABLE � V V3 MADE OF CORROSION RESISTANT MATERIAL OR HAVE A 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED ANDW V) w CORROSION RESISTANT COATING. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 14 DOOR MULLION TABLES(1) Q o STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 15 VERTICAL SECTIONS&ANCHOR DESCRIPTIONS INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE FOR THE PROJECT OF INSTALLATION. 16 VERTICAL SECTIONS&ANCHOR DESCRIPTIONS(i) IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR g JOINT INTO FACE SHELL OF BLOCK. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 17 LIGHT&MEDIUM MULLION HORIZONTAL SECTIONS AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORD kNCE SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 18 HEAVY MULLION HORIZONTAL SECTIONS Z Q WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRU :TIONS, FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED 19 COMPONENTS&BILL OF MATERIALS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC NN �( Ie n STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY DOCUMENTS FOR USE WITH THIS DOCUMENT. 20 COMPONENTS � ¢0 ..••••..3��/ � s THE ANCHOR MANUFACTURER. �� m 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.SEE INSTRUCTIONS FOR USE: • • ti"i BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING SHEETS 3,4&5 FOR LMI AND SMI GLASS TYPES. ' PROPERTIES: 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON m A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 6. STOREFRONT FRAME MATERIAL:ALUMINUM 6063-T5 WIND VELOCITY,BLDG,HEIGHT,WIND ZONE USING APPLICABLE :•B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3 00 PSI. ASCE 7 STANDARD. w C. MASONRY-CMU UNIT STRENGTH CONFORMS TO AST C-90, 7. ALL STRUCTURAL MATERIALS&DISSIMILAR METALS SHALL BE 2. SEE CHARTS ON SHEETS 3,4&5 FOR DESIGN LOAD CAPACITY 00 o� o WITH MIN.COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT PROTECTED,TREATED,PAINTED,COATED,AND/OR ISOLATED AS OF DESIRED GLASS SIZE. CONFORMS TO ASTM C 476,MIN.GROUT COMPRESSI EREQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT 3. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT STRENGTH OF 2000 PSI. FLORIDA BUILDING CODE AND REFERENCED DESIGN USING CHARTS ON SHEETS 6,7,8,9&10 FOR STORE FRONT g D. STEEL-MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 12 SPECIFICATIONS. MULLION AND SHEETS 13&14 FOR DOOR MULLION,THE iu to m m Z Lij GA.WALL THICKNESS. CAPACITY SHOULD EXCEED THE DESIGN LOAD. �— dp Z Y LL Q E. STEEL-MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 18 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS 4. USING CHART ON SHEET 11&12 SELECT ANCHOR OPTION WITH Q 3 _ = U Z - GA.WALL THICKNESS WITH 2X WOOD BACKING. CHARTS. SEE SHEETS 3,4&5 FOR GLAZING DETAILS. DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 Q U U F. ALUMINUM-MINIMUM 1/8 INCH THICK 6063-T5 ALUMINUM. ABOVE. AWG#: 5. THE LOWEST VALUE RESULTING FROM STEP 2,3 AND 4 SHALL y APPLY TO ENTIRE SYSTEM. ,hJ Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document SHEET: O C O Date:2016.04.2916:37:17-04'00' MAX. DLO SEE SHEETS 3,4&5 r (hiOrty CIP inspires igf YKK AP AMERICA 1229 HWY 441 BYPASS =___= DUBLIN,GEORGIA 31021 ————— PH:(478)277-1955 FX;(678)838-6001 84"MAX. D.L.O. co co ABOVE HORIZONTAL L" M Q T I MEN m MAX. L P S I MEN // H FRAME MAX. DLO 17 17 18 V I / Zo z o vi m -j HEIGHT SEE SHEETS 18 // SEE SHEETS o i T 3,4&5 'ow ¢ a oC ¢ _ 6,7,8,9,10 13&14 g I\\ T� w¢ m H00 Hm op LLJZf.4� rn I \ z oc HoZ M \ Lo \ J '-' 0- m LL' qc a I \ o C H 15 16 MAX.MULLION SPACING, SEE SHEETS -- � a 6,7,8,9,10,13&14 SEE SEPARATE DOOR APPROVAL FOR DOOR RATING m ELEVATION (f)TYPICAL YHS 50 FI STOREFRONT & DETAILS. Z LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. O 12' 12' 12' 12" H O 3 3" 3.. Sit 1Y" 1y2'i 3" ��----3" �� 3" \ > DL f—3"— � v / UJ w o 52"MAX. ( ' FROM ` CORNERS* - O ANCHORS,TYPE A,B,C OR D Z I / / SEE E1 1&12 FOR QUANTITIES STAND SHEETS &16 DESCRIPTION BELOW* ANCHORS,TYPE A,B,C OR D JAMB ANCHOR SPACING* SEE SHEETS 11&12 FOR QUANTITIES I- ' \ AND SHEETS 15&16 FOR DESCRIPTION c�U�=: �j F- 159 ANCHOR TYPE MAX.SPACING MAX. DP - AOR B 18.75" 65 PSF P I d��'•• I \\ 11 z° 1 z" — 'i�� y * C OR D 13" A OR B 13.5" 90 PSF I \ i 1i° 1 z• Lo >o � iu CORD 9.375" —� ~ °.° Z _ = v Z *NOTE JAMB ANCHORS ARE ONLY REQUIRED ____ ¢ — ti '" U WHEN USING"HEAVY" JAMB CONFIGURATIONS, ——— SEE SHEET 18 FOR HEAVY JAMB DETAILS — " s -.�, I--I—I 1�3 3 DWG#: FOR DOOR ADJACENT 'ti3 �3_l�_— y KK159 TYPICAL ANCHOR LAYOUT MULLION ANCHOR REQUIREMENTS SEE SHEET: SHEETS 13&14 2 OF 20 GLASS TYPES YKW SMALL MISSILE IMPACT ONLY Quality GLASS LOAD CAPACITY(PSF) GLASS L AD CAPACITY(PSF) cl I I inspires YKK AP AMERICA DAYLIGHT GLASS DAYLIGHT GLASS „ 1229 HWY 441 BYPA55 GLASS TYPES i OR GLASS TYPES I OR J 1-5/16 O.A.INSULATED LAMINATED 1-5/16 O.A.INSULATED LAMINATED DUBLIN,GEORGIA 31021 OPENING(IN) TYPE K OPENING(IN) TYPE K GLASS CONSISTING OF: GLASS CONSISTING OF: PH:(478)277-1955 FX:(678)838-6001 1/4"TEMPERED GLASS, 1/4" TEMPERED GLASS, DLO DLO EXT.(+j DLO DLO EXT.(+) 1/2" AIR SPACE, �' °0cy) m EXT.(+) INT.(-) EXT.(+) INT.( ) 1/2" AIR SPACE, a0 WIDTH HEIGHT INT.(-) WIDTH HEIGHT INT.(-)7.51/4" HEAT STRENGTHENED GLASS, 1/4" HEAT STRENGTHENED GLASS, v 70.0 90.0 70.0 27.5 70.0 90.0 70.0 0.035" DUPONT SENTRYGLAS, 0.060" DUPONT BUTACITE PVB, H ¢ Z o o 33.5 70.0 90.0 70.0 33.5 70.0 90.0 70.0 1/4" HEAT STRENGTHENED GLASS 1/4" HEAT STRENGTHENED GLASS H Z w J M Ln 39.5 70.0 90.0 70.0 39.5 70.0 90.0 70.0 45.5 54.375 70.0 90.0 70.0 45.5 80.375 70.0 90.0 70.0 EXTERIOR INTERIOR EXTERIOR INTERIOR 0 a Z p 20 ¢ Q 1.5 70.0 90.0 70.0 51.5 70.0 90.0 70.0 Q w 57.5 70.0 90.0 70.0 57.5 70.0 90.0 70.0 I m 63.5 70.0 90.0 70.0 63.5 63.4 81.5 63.4 26 26 m Z Q m v 00 69.5 70.0 90.0 68.4 69.5 57.9 74.5 47.2 j N W p Z N 27.5 70.0 90.0 70.0 27.5 70.0 90.0 70.0 9/16" 9/16" Z aC H Q 33.5 70.0 90.0 70.0 33.5 70.0 90.0 70.0 GLASS GLASS aQ cow a 39.5 70.0 90.0 70.0 39.5 70.0 90.0 70.0 BITE BITE ¢ LU M g 45.5 70.0 90.0 70.0 45.5 70.0 90.0 70.0 60.375 96.375 51.5 70.0 90.0 70.0 51.570.0 90.0 70.0 25 25 U.J 57.5 70.0 90.0 70.0 57.5 70.0 90.0 70.0 9 9 63.5 70.0 90.0 70.0 63.5 63.4 81.5 51.7 24 24 69.5 70.0 90.0 70.0 66.5 60.5 77.8 49.4 7.5 70.0 90.0 70.0 27.5 70.0 90.0 70.0 Co 33.5 70.0 90.0 70.0 33.5 70.0 90.0 70.0 GLAZING DETAIL 39.5 70.0 90.0 70.0 39.5 70.0 90.0 70.0 GLAZING DETAIL J 45.5 66.375 70.0 90.0 70.0 1 45.5 102.375 70.0 90.0 70.0 (DRY GLAZED) (DRY GLAZED) z 51.5 70.0 90.0 70.0 51.5 70.0 90.0 70.0 O 57.5 70.0 90.0 70.0 57.5 70.0 90.0 70.0 1-5/16"O.A.INSULATED LAMINATED H Z 63.5 63.4 81.5 63.4 63.5 63.4 81.5 51.7 GLASS CONSISTING OF: 69.5 63.5 81.6 63.5 27.5 70.0 90.0 70.0 1/4" TEMPERED GLASS, H a 27.5 70.0 90.0 70.0 33.5 70.0 90.0 70.0 1/2" AIR SPACE, > 33.5 70.0 90.0 70.0 39.5 70.0 90.0 70.0 1/4" HEAT STRENGTHENED GLASS, LL V) 39.5 70.0 90.0 70.0 45.5 1os.375 70.0 90.0 70.0 0.060" EASTMAN 5AFLEX PVB, w 5 72 375 70.0 90.0 70.0 51.5 70.0 90.0 70.0 1/4" HEAT STRENGTHENED GLASS 51.5 70.0 90.0 70.0 57.5 70.0 90.0 57.1 $ 57.5 70.0 90.0 70.0 60.5 66.5 85.5 54.3 EXTERIOR INTERIOR D.L.O. D.L.O. 63.5 63.4 81.5 63.4 27.5 70.0 90.0 70.0 WIDTH WIDTH 69.5 57.9 74.5 57.9 33.5 70.0 90.0 70.0 26 Y O33.5 70.0 90.0 70.0 39.5 114.375 70.0 90.0 70.0 Z 00 33.5 70.0 90.0 70.0 45.5 70.0 90.0 70.0 39.5 70.0 90.0 70.0 51.5 70.0 90.0 57.1 9/16" 45.5 70.0 90.0 70.0 57.5 70.0 90.0 57.1 GLASS 51.570.0 . � � !(, �.••'•� � 70.0 90.0 70.0 27.5 70.0 90.0 70.0 BITE D.L.O. �� •••• � 57.5 70.0 90.0 70.0 33.5 120.375 70.0 90.070.0 HEIGHT 0 • • ti 63.5 63.4 81.5 63.4 38.5 70.0 90.0 70.0 25 L_ 69.5 57.9 74.5 57.9 27.5 70.0 90.0 70.0 9 D.L.O. , (/) <_ 27.5 70.0 90.0 70.0 33.5 126.375 70.0 90.0 70.0 9 24 HEIGHT �i%/,/ �/� �� ~ �j 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 70.0 90.0 70.0 45.5 84.375 70.0 90.0 70.0 33.5 132.375 70.0 90.0 70.0 GLAZING DETAIL K S 51.5 70.0 90.0 70.0 34.5 70.0 90.0 70.0 13 57.5 70.0 90.0 70.0 27.5 70.0 90.0 70.0 (DRY GLAZED) D.L.O. u; m m Z w 138.375 HEIGHT Q 3 S = U Z 63.5 63.4 81.5 63.4 33.5 70.0 90.0 70.0 69.5 57.9 74.5 57.9 DAYLITE OPENING DIMENSIONS: j/i `-' Z) U NOTE: DAYLITE OPENING WIDTH: DWG#: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTIA E1300-04(3 SEC.GUSTS) • NOMINAL PANEL WIDTH-2.500" YKK 15 9 AND CHAPTER 17 OF THE FSC FOR SIZES OTHER THAN STED. DAYLITE OPENING HEIGHT: Q • FRAME HEIGHT-5.625" SHEET: 3 OF 20 GLASS TYPES YKK ; LARGE & SMALL MISSILE IMPACT is p duality . GLASS LOAD CAPACITY(PSF) GLASS LOAD CAPACITY(PSF) inspires 1-5/16" O.A.INSULATED LAMINATED YKK AP AMERICA GLASS GLASS GLASS GLASS 1229 HWY 441 BYPASS DAYLIGHT DAYLGHT GLASS CONSISTING OF: DUBLIN,GEORGIA 31021 TYPES D GLASS TYPE F TYPES G TYPES D GLASS TYPE F TYPES G OPENING(IN) OPENI G(IN) 1/4" TEMPERED GLASS, PH:(478)277-1955 FX:(678)838-6001 ORE OR H ORE OR H y 1/2" AIR SPACE, 1-5/16" O.A.INSULATED LAMINATED DLO DLO EXT.(+) EXT. INT. EXT.(+) DLO DLO EXT.(+) EXT. INT. EXT.(+) 1/4" HEAT STRENGTHENED GLASS, GLASS CONSISTING OF: w 00 " WIDTH HEIGHT INT.( ) (+) (-) INT.(-) WIDTH HEIGHT INT.(-) (+) (-) INT.( ) 0.090" DUPONT BUTACITE PVB, 1/4" TEMPERED GLASS, ^� 27.5 50.0 70.0 90.0 70.0 27.5 50.0 70.0 90.0 70.0 1/4" HEAT STRENGTHENED GLASS 1/2" AIR SPACE, Z > o 33.5 50.0 70.0 90.0 70.0 33.5 50.0 70.0 90.0 70.0 1/4" HEAT STRENGTHENED GLASS, N 39.5 50.0 70.0 90.0 70.0 39.5 50.0 70.0 90.0 70.0 EXTERIOR INTERIOR 0.090" EASTMAN SAFLEX PVB, u-p o a m 45.5 50.0 70.0 88.5 70.0 45.5 50.0 70.0 85.0 70.0 1/4" HEAT STRENGTHENED GLASS Lo U- z O v L` u- 90.375 26 54.375 DOW CORNING w �+ ac Q = tj 51.5 44.2 70.0 78.2 70.0 51.5 44.2 70.0 78.2 70.0 995 EXTERIOR INTERIOR O C 57.5 44.2 70.0 78.3 70.0 57.5 - 70.0 70.0 70.0 Lu co 63.5 48.7 70.0 79.7 70.0 63.5 63.4 63.4 63.4 9/16" 26 DOW CORNING Z Q 00 69.5 41.8 68.4 68.4 68.4 69.5 53.8 53.8 GLASS 995 Z -1 ix H 3 z m 27.5 50.0 70.0 90.0 70.0 27.5 50.0 70.0 90.0 70.0 BITE llt H Q Q Lo 9/16" a m w a 33.5 50.0 70.0 90.0 70.0 33.5 50.0 70.0 90.0 70.0 D Lu �00 39.5 50.0 70.0 90.0 70.0 39.5 50.0 70.0 90.0 70.0 23 GLASS ¢ a i m a g 45.5 50.0 70.0 88.5 70.0 45.5 50.0 70.0 83.3 70.0 9 BITE10 a 60.375 96.375 uj LEI 51.5 44.2 70.0 78.2 70.0 51.5 - 70.0 76.7 70.0 24 Q N 57.5 39.6 70.0 70.0 70.0 57.5 70.0 70.0 70.0 23 p o a 63.5 39.6 70.0 70.1 70.0 63.5 58.9 58.9 - GLAZING DETAIL D 9 69.5 43.4 70.0 73.6 70.0 66.5 56.2 56.2 - (WET GLAZED) 24 m g 27.5 50.0 70.0 90.0 70.0 27.5 50.0 70.0 90.0 70.0 GLAZING DETAIL E 33.5 50.0 70.0 90.0 70.0 33.5 50.0 70.0 90.0 1 70.0 WET GLAZED) z 39.5 50.0 70.0 90.0 70.0 39.5 50.0 70.0 90.0 70.0 ( N 45.5 50.0 70.0 88.5 70.0 45.5 102.375 50.0 70.0 81.8 70.0 1-5/16" O.A.INSULATED LAMINATED O Z 66.375 51.5 44.2 70.0 78.2 70.0 51.5 70.0 75.1 70.0 GLASS CONSISTING OF: w 57.5 39.6 70.0 70.0 70.0 57.5 70.0 70.0 70.0 1/4" TEMPERED GLASS, IH �H p 63.5 35.8 63.4 63.4 63.4 63.5 58.9 58.9 - 1/2" AIR SPACE, Fn- 69.5 1 5 63.5 63.5 27.5 50.0 70.0 90.0 70.0 1/4" HEAT STRENGTHENED GLASS, > nL1J 27.5 50.0 70.0 90.0 70.0 33.5 50.0 70.0 90.0 70.0 0.090" DUPONT SENTRYGLAS, v 33.5 50.0 70.0 90.0 70.0 39.5 50.0 70.0 89.6 70.0 1/4" HEAT STRENGTHENED GLASS w Lu ~ 39.5 50.0 70.0 90.0 70.0 45.5 108.375 - 70.0 80.5 70.0 p 0 EXTERIOR INTERIOR 45.5 50.0 70.0 88.5 70.0 51.5 70.0 73.7 70.0 D.L.O. D.L.O. 72.375 51.5 44.2 70.0 78.2 70.0 57.5 65.0 65.0 26 WIDTH WIDTH 57.5 39.6 70.0 70.0 70.0 60.5 61.8 61.8 g 63.5 35.8 63.4 63.4 63.4 27.5 50.0 70.0 90.0 70.0 69.5 - 57.9 57.9 57.9 33.5 50.0 70.0 90.0 70.0 9/16" �93' 27.5 50.0 70.0 90.0 70.0 39.5 50.0 70.0 88.6 70.0 GLASS 33.5 50.0 70.0 90.0 70.0 45.5 114.375 70.0 79.4 70.0 BITE ��` Q D.L.O. `�� .•..r......,• 39.5 50.0 70.0 90.0 70.0 51.5 65.0 65.0 25 HEIGHT O ' 45.5 50.0 70.0 88.5 70.0 57.5 65.0 65.0 I' "= 78.375 51.5 44.2 70.0 78.2 70.0 27.5 50.0 70.0 90.0 70.0 9 ��15 w 57.5 39.6 70.0 70.0 70.0 33.5 120.375 50.0 70.0 90.0 70.0 24 D.L.O. j�/ %��j% V- I- gig 63.5 63.4 63.4 63.4 38.5 50.0 70.0 89.5 70.0 HEIGHT 3 69.5 - 57.9 57.9 57.9 27.5 50.0 70.0 90.0 70.0 GLAZING DETAIL F w 27.5 50.0 70.0 90.0 1 70.0 33.5 126.375 50.0 70.0 90.0 70.0 (DRY GLAZED) ��vCy ••'� .oma 33.5 50.0 70.0 90.0 70.0 36.5 50.0 70.0 90.0 70.0 39.5 50.0 70.0 90.0 70.0 27.5 50.0 70.0 90.0 70.0 GLAZING DETAILS CONTINUED ON NEXT PAGE D.L.O. S 45.5 50.0 70.0 87.1 70.0 33.5 132.375 50.0 70.0 90.0 70.0 HEIGHT 84.375 m -1 51.5 44.2 70.0 78.2 70.0 34.5 Z 50.0 70.0 90.0 70.0 ~ 00 Z ]G DAYLITE OPENING DIMENSIONS: i�' i ¢ "" 57.5 70.0 70.0 70.0 27.5 138.375 50.0 70.0 90.0 70.0 DAYLITE OPENING WIDTH: �� / p '~ p V = ul s 63.5 63.4 63.4 63.4 33.5 50.0 70.0 90.0 70.0 NOMINAL PANEL WIDTH-2.500" 69.5 57.9 57.9 57.9 DAYLITE OPENING HEIGHT: DWG# x NOTE: FRAME HEIGHT-5.625" YKK 15 9 GLASS CAPACITIES ON THIS SHEET ARE BASED ON A STM E1300-04(3 SEC.GUSTS) AND CHAPTER 17 OF THE FBC FOR SIZES OTHER THAN TESTED. SHEET: J 4 OF 20 GLASS TYPESYKK ! LARGE & SMALL MISSILE IMPACT P I E3ua!4 (CONTINUED) cl I inspires YKK AP AMERICA 1229 HWY 441 BYPASS DUBLIN,GEORGIA 31021 PH:(478)277-1955 FX:(678)838-6001 1W M M M 1-5/16" O.A.INSULATED LAMINATED 1-5/16"O.A.INSULATED LAMINATED GLASS CONSISTING OF: GLASS CONSISTING OF: Q Hoo 1/4 TEMPERED GLASS, 1/4" TEMPERED GLASS, H Z w -3 m 1/2" AIRSPACE, 1/2" AIR SPACE, o () ' ca a = � z 1/4" HEAT STRENGTHENED GLASS, 1/4" HEAT STRENGTHENED GLASS, W H � Q = 0.075" EASTMAN VANCEVA, 0.090" DUPONT SENTRYGLAS, _ Q a w cj 1/4" HEAT STRENGTHENED GLASS 1/4" HEAT STRENGTHENED GLASS > m Z m n EXTERIOR INTERIOR EXTERIOR INTERIORD -1 w o Q H 26 DOW CORNING w H Q o Q Ln 995 26 9DOW 95 CORNING g w mmuj a 9/16" GLASS 9/16" SITE a GLASS w a - BITE a 9 23 23 m 9 24 24 GLAZING DETAIL G GLAZING DETAIL H Z WET GLAZED) (WET GLAZED) O Z H CY LL CY w g O Z y s a w °° m Z �n ¢ 00 Z Y u- Q I- _ 2 v Z E DWG#: YKK159 SHEET: 50 F20 MULLION LOAD TABLES ir nK LIGHT CONFIGURATION P �Gua�ity cl I inspires YKK AP AMERICA 1229 HWY 441 BYPASS DUBLIN,GEORGIA 31021 PH:(478)277-1955 FX:(678)838-6001 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF ::E M LIGHT LIGHT LIGHT LIGHT NOMINAL DIMS. MULLION- NOMINAL DIMS. MULLION- ci # JAMB-J1 M1 JAMB-J1 M1 WIDTH FRAME EXT.(+) EXT.(+) WIDTH FRAME EXT.(+) EXT.(+) H F- ¢ H > O rn (W) HEIGHT INT.( ) INT.( ) (W) HEIGHT INT.( ) INT.(-) FRAME LL 0 1- a m -1 � 30 50.0 50.0 30 50.0 50.0 HEIGHT O Q LL LU ix Q = '��i %��i %��i 2 O Ao m Q 33 50.0 50.0 33 50.0 50.0 , �, ,,1, ,,/, 36 50.0 50.0 36 50.0 50.0 m Z H m 39 50.0 50.0 39 50.0 50.0 n p Z `� a Z) W Q H m 42 50.0 50.0 4290 50.0 50.0 Z �' H � Q v 45 50.0 50.0 45 50.0 50.0 W m 48 50.0 50.0 48 50.0 50.0 1H- 51 72 50.0 50.0 51 50.0 50.0 ~ Q M a 54 50.0 50.0 54 50.0 48.4 �.�Wl-��W2-��-W3 H 0 57 50.0 50.0 57 50.0 45.9 60 50.0 50.0 30 50.0 50.0 WIDTH(W) = Wl(JAMB) o 63 50.0 50.0 33 50.0 50.0 66 50.0 50.0 36 50.0 50.0 WIDTH(W) = W2 2 W3 (MULLION) m 69 50.0 50.0 39 50.0 50.0 72 50.0 50.0 42 96 50.0 50.0 Z 30 50.0 50.0 45 50.0 50.0 33 50.0 50.0 48 50.0 47.9 O 36 50.0 50.0 51 50.0 45.1 H Z O 39 50.0 50.0 54 1 50.0 42.6 42 50.0 50.0 30 50.0 50.0 H 45 50.0 50.0 33 50.0 50.0 > H U 48 78 50.0 50.0 36 50.0 50.0 UJLLJ 51 50.0 50.0 39 102 50.0 50.0 g 54 50.0 50.0 42 50.0 48.5 57 50.0 50.0 45 50.0 45.2 60 50.0 50.0 48 50.0 42.4 63 50.0 50.0 51 50.0 40.7 66 50.0 50.0 30 50.0 50.0 LIGHT JAMB-JI LIGHT MULLION-Ml pJ J,-1 1 s 30 50.0 50.0 33 50.0 50.0 Z OD 33 50.0 50.0 36 50.0 50.0 LIGHT CONFIGURATION ``�.��1,0••�*• ti� .� w 36 50.0 50.0 39 108 50.0 46.6 39 50.0 50.0 42 50.0 43.2 42 50.0 50.0 45 50.0 40.3 • ' r' 45 84 50.0 50.0 48 50.0 37.8 48 50.0 50.0 N 51 50.0 50.0 •. 54 50.0 50.0 57 50.0 50.0 1 60 50.0 50.0 r M T LLI .1-i m Lu�- OD o m Z LL'� = S u Z DWG#: LIGHT SILL LIGHT HEAD YKK159 SHEET: V L OF 20 MULLION LOAD TABLES "K MEDIUM CONFIGURATION Quality I.inspires YKK AP AMERICA 1229 HWY 441 BYPASS DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DUBLIN,GEORGIA 31021 MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM MEDIUM PH:(478)277-1955 FX:(678)838-6001 NOMINALDIMS. MULLION- NOMINAL DIMS. JAMB-12 JAMB-J3 M2 JAMB-J2 JAMB-J3 MULLION w 00 M2 WIDTH FRAME EXT.(+) EXT.(+) EXT.(+) WIDTH FRAME EXT.(+) EXT.(+) EXT.(+) N U) J z m p p ^ (W) HEIGHT INT.( ) INT.( ) INT.(-) (W) HEIGHT INT.(-) INT.(-) INT.(-) H p 30 70.0 70.0 70.0 30 70.0 70.0 70.0 ZO F¢- to m M to 36 70.0 70.0 70.0 36 70.0 70.0 70.0 00 = LL 42 70.0 70.0 70.0 42 70.0 70.0 70.0 LoU 48 u7 w Z) CZ ¢W v 84 60 70.0 70.0 70.0 48 70.0 70.0 70.0 E71 r :71 X O j m W 54 co 70.0 70.0 70.0 54 70.0 70.0 70.0 H m ZQm IV- 70.0 70.0 70.0 60 70.0 70.0 70.0 w p p Z CC o 66 70.0 70.0 70.0 66 70.0 70.0 70.0 MEDIUM JAMB-J2 MEDIUM MULLION-M2 MEDIUM JAMB-J3 Z � H o Z Q 72 70.0 70.0 1 70.0 72 70.0 70.0 70.0 * W m p 30 70.0 70.0 70.0 30 70.0 70.0 70.0 8 36 70.0 70.0 70.0 36 70.0 70.0 70.0 Q a M MEDIUM CONFIGURATION 42 70.0 70.0 70.0 42 70.0 70.0 70.0 LL 48 66 70.0 70.0 70.0 48 90 70.0 70.0 70.0 I-- Q 54 70.0 70.0 70.0 54 70.0 70.0 70.0 p 60 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 Co 72 70.0 70.0 70.0 72 70.0 67.2 64.7 '^ 30 70.0 70.0 70.0 30 70.0 70.0 70.0 v J 36 70.0 70.0 70.0 36 70.0 70.0 70.0 a;�'-jJ 42 70.0 70.0 70.0 42 70.0 70.0 70.0 O 4872 70.0 70.0 70.0 48 96 70.0 70.0 70.0 H Z 54 70.0 70.0 70.0 54 70.0 70.0 70.0 t^ O1 60 70.0 70.0 70.0 60 70.0 P 70.0 68.2 v, 66 70.0 70.0 70.0 66 70.0 64.5 62.0 MEDIUM SILL MEDIUM HEAD H N Q 72 70.0 70.0 70.0 30 70.0 70.0 70.0 w 30 70.0 70.0 70.0 36 70.0 70.0 70.0 Lj j 36 70.0 70.0 70.0 42 102 70.0 70.0 70.0 42 70.0 70.0 70.0 48 70.0 70.0 1 70.0 48 78 70.0 70.0 70.0 54 70.0 69.8 67.2 g 54 70.0 70.0 70.0 60 1 70.0 62.8 60.4 60 70.0 70.0 70.0 30 70.0 70.0 70.0 O 66 70.0 70.0 70.0 36 70.0 70.0 70.0 Z 72 70.0 70.0 70.0 42 108 70.0 70.0 70.0 _ 48 70.0 70.0 67.4 O 54 70.0 62.3 59.9 FRAME ...�� 60 70.0 56.0 53.9 HEIGHT .� '• ^� O o LL 3t 91 f Ellis- I---- ---�- -----f-�- ---�I Lc) ui Wl W2 W3 iu m Co Z QC6 Z ::rt V- LL ¢ f WIDTH(W) = Wl(JAMB) o � 2 Z V W2 + W3 WIDTH(W) = 2 (MULLION) DWG#: T YKK159 SHEET: 7 of 20 MULLION LOAD TABLES HEAVY CONFIGURATION "K PE !Wal t#y inspires` YKK AP AMERICA 1229 HWY 441 BYPASS DUBLIN,GEORGIA 31021 DESIGN LC AD CAPACITY-PSF PH:(478)277-1955 FX:(678)838-6001 NOMINAL DIMS HEAVY MULLION-M2 Fw- co FRAF IE T #m v O WIDTH(W) EXT.(+) INT.(-) m Z 'd O HEIG T 72 96 70.0 90.0 ZLL p V) m m rn 69 10 70.0 90.0 o Oc j O V A 66 1 70.0 90.0 LU w U 63 11 70.0 90.0 p �. m w 60 12 70.0 90.0 v) H m Z Q m v 41 12 65.0 65.0 ? �lo w Z H 39 13 65.0 65.0 Z H ch z cn lo 37 13 65.0 65.0 oo H j W Q 36 1 65.0 65.0 �^ ` lo eoo s NOTE: HEAVY CON IGURATION JAMBS ARE Lu o ANCHORED ALONG THEIR LENGTH AND F- o THEREFORE DO NC T LIMIT DESIGN PRESSURE. Q N � HEAVY JAMB-J4 HEAVY MULLION-M3 HEAVY JAMB-J5 m Z HEAVY CONFIGURATION 0 z o ui H 0- > ix to Lu w ui Q 0 FRAME g HEIGHT ' Z HEAVY SILL HEAVY HEADo ♦♦� �� Fz.,..,....,,, tin, I F O W3— W2 WIDTH(W) = 2 � W3 (MULLION) �� ,y.� P��p .* R � co m Z Lu s ¢ Z _ _ Z E � � a DWG#: v YKK159 SHEET: Q OF 20 MULLION LOAD TABLESYKK EXPANSION MULLION Quality qsp ! ' DESIGN LOAD CAPACITY-PSF DESIGN LOAD CA ACITY-PSF DESIGN LOAD CAPACITY-PSF i inspi YKK AP AMERICA EXPANSION EXPANSION EXPANSION 1229 HWY 441 BYPASS NOMINAL DIMS. NOMINAL DIMS. NOMI NAL DI MS. DUBLIN,GEORGIA 31021 MULLION MULLION MULLION PH:(478)277-1955 FX:(678)838-6001 WIDTH FRAME EXT.(+) WIDTH FRAME EXT.(+) WIDTH FRAME EXT.(+) w M (W) HEIGHT INT.( ) (W) HEIGHT INT.( ) (W) HEIGHT INT.( ) m v 30 65.0 30 65.0 30 65.0 V) LU Z p o 33 65.0 33 65.0 33 65.0 H Z co H > m 36 65.0 36 65.0 36 65.0 LL a = - X 39 65.0 39 65.0 39 61.7 w v U- 42 65.0 42 65.0 42 57.3 FRAME _ to LIJ m Q 45 65.0 45 65.0 45 53.5 �' Qm Z ca Lu Go v 48 65.0 48 65.0 48 108 50.2 HEIGHT = o o Z 51 72 65.0 51 90 65.0 51 47.2 z Lij a H p z 54 65.0 54 64.2 54 44.6 a co ui o 57 65.0 57 60.8 57 42.2 IF�--1 j W co 60 65.0 60 57.8 60 40.1 F- Q a M 6 63 65.0 63 55.0 63 38.2 s 66 65.0 66 52.5 66 1 36.5 69 65.0 69 50.2 30 65.0 Q 72 65.0 72 48.1 33 65.0 30 65.0 30 65.0 36 60.0 T m 33 65.0 33 65.0 39 55.4 W2 W3 36 65.0 36 65.0 42 51.4 (n 39 65.0 39 65.0 45 114 48.0 Z 42 65.0 42 65.0 48 45.0 45 65.0 45 65.0 51 42.4 WIDTH W = O 48 65.0 48 63.5 54 40.0 ( ) W2 2 W3 (MULLION) H-I z ,^ O 51 78 65.0 51 96 59.7 57 37.9 54 65.0 54 56.4 60 36.0 d 57 65.0 57 53.5 63 34.3 > U 60 65.0 60 50.8 30 65.0 W w 63 65.0 63 48.4 33 59.1 (Y 4 66 65.0 66 46.2 36 54.2 69 65.0 69 44.2 39 50.0 72 64.1 72 1 42.3 42 46.4 8 30 65.0 30 65.0 45 120 43.3 33 65.0 33 65.0 48 40.6 Z x 36 65.0 36 65.0 51 38.2 39 65.0 39 65.0 54 36.1 42 65.0 42 64.3 57 34.2 `�� Q0• ,.... ••��!/ 45 65.0 45 60.0 60 32.5 1440 v 48 65.0 48 102 56.2 30 59.0 0 . 51 84 65.0 51 52.9 33 53.6 54 65.0 54 50.0 36 126 49.1 u- I- m 57 65.0 57 47.3 39 45.4 EXPANSION MULLION •;• I- . :59 60 65.0 60 45.0 41 43.1 '•, 6363.2 63 42.8 30 53.7 66 60.3 66 40.9 33 132 48.8 69 57.7 69 39.1 36 44.8 72 55.3 39 41.3 w Lo uj r, co m Z 30 49.1 Q - Z � Y = V Z 33 138 44.7 V 37 39'8 NOTE:EXPANSION MULL MAY BE USED 0 30 45.1 WITH ANY MULLION CONFIGURATION DWG#: s 33 144 41.0 SUCH THAT ALLOWABLE SIZES AND YKK 15 9 E36 37.6 PRESSURES ARE NOT EXCEEDED. d SHEET: 9 OF 20 SMI MULLION LOAD TABLES vAT~FlW HEAVY CONFIGURATION FOR USE INis P i I Quality inspires SMALL MISSILE IMPACT APPLICATIONS ONLY YKK AP AMERICA 1229 HWY 441 BYPASS DUBLIN,GEORGIA 31021 PH:(478)277-1955 FX:(678)838-6001 DESI 3N LOAD CAPACITY-PSF Lu co m NOMINAL IMS. HEAVY m MULLION-M2w Z # p WIDTH(W) ]EIGHT EXT.(+) INT.( ) zco o 72 96 70.0 90.0 u- O -J-1 v u- uj 69 102 70.0 90.0 S O g w v 66108 70.0 90.0 FRAME °° w 63 114 70.0 90.0 HEIGHT LU H H ¢ 57 70.0 90.0 W ¢ Z m 60 120 70.0 88.7 Z oC N ¢ v 41 126 70.0 90.0 E— CL co w w 39 132 1 70.0 190.0 37 138 70.0 90.0 Lij 33 144 70.0 90.0 36 67.5 86.8 NOTE:HEAVY CONFIGURATION JAMBS ARE ANCHORED ALONG THEIR LENGTH AND >- THEREFORE DO NOT LIMIT DESIGN PRESSURE. Wl —W2— W3 m Z OZ H o WIDTH(W) = W2 2 W3 (MULLION) H J H DC W Lo r O Z ol 2 `! HEAVY JAMB-J4 HEAVY MULLION-M3 HEAVY JAMB-J5 LL ~ g HEAVY CONFIGURATION PRO m LuZ co NOTE:ALL PREVIOUSLY DETAILED MULLION ¢ -+ Z Y = v Z s CONFIGURATIONS ARE ACCEPTABLE FOR USE = IN SMI CONFIGURATIONS IN ADDITION TO DWG#: THE CONFIGURATION AND RATINGS SHOWN YKK 15 9 x ON THIS PAGE. SHEET: 10 OF 20 _ I & ANCHOR TYPE A B' TABLES P 0malily f inspires YKK AP AMERICA 1229 HWY 411 BYPASS ANCHOR LOAD CAPACITY-PSF DUBLIN.GEORGIA 31021 ANCHOR LOAD CAPACITY-PSF ANCHOR LOAD CAPACITY PSF EXT.(+) &I NT.(-) EXT.(+) INT.(-) PH:(478)277-1955 FX:(676)838-6001 EXT.(+) &I NT.() ANCHORS ANCHORS ANCHORS ANCHORS A HORS ANCHORS NOMINALDIMS. TYPE'A' TYPE'B' uj uj NOMINAL DIMS. NOMINALDIMS. PE'A' TYPE'B' ch TYPE'A' TYPE'B' ch WIDTH FRAME A2 A3 A4 B2 B3 m Z $k - WIDTH FRAME W HEIGHT WIDTH FRAME A2 A3 B2 B3 A2 A3 A4 B2 B3 ( ) (W) HEIGHT (W) HEIGHT ANCHORS TYPES: SEE SHEETS 15&16 FOR DESCRIPTION i , o 0 30.0 90.0 90.0 90.0 90.0 30.0 90.0 90.0 90.0 90.0 90.0 30.0 90.0 90.0 90.0 90.0 90.0 Z 33.0 90.0 90.0 90.033.0 90.0 90.0 90 0 90.0 90 0 90.0 90 0 36.0 90 0 90.0 90 0 90 0 90.0 A2 = (2)ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION X 36.0 90.0 90.0 90.0 9U.0 36.0 0.0 90.0 90.0 A3 = (3)ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION LO Lu Lu Z ¢ '� 39.0 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 9 A4 = (4)ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MU =p m m Q 42.0 90.0 90.0 90.0 90.0 42.0 90.0 90 0 90.0 90.0 90 0 90 0 as.o 821 90.0 90.0 90.0 go.( B2 = (2)ANCHORS TYPE 'B' AT JAMB OR EACH SIDE OF MULLION T •a m Z Q m a 45.0 90.0 90.0 90.0 90.0 45.0 B3 = (3)ANCHORS TYPE 'B' AT JAMB OR EACH SIDE OF MULLION w n Q z 48.0 90.0 90.0 90.0 90.0 48.0 90.0 90.0 90.0 90.0 90.0 48.0 108.0 76.9 90.0 90.0 87.7 90.0 Z d H Q 72.4 90.0 90.0 82.5 90.0 51.0 72.0 90.0 90.0 90.0 90.0 51.0 90.0 86.9 90.0 90.0 90.0 90.0 51.0 i, � � � LJ Ln 54.0 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 F� uj - 77.s 90.0 90.o ss.6 90.0 57.0 64.8 90.0 90.0 73.8 90.o ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION rn = 57.0 90.0 90.0 90.0 90.0 57.0 61.6 90.0 90.0 70.2 90.0 d "� 90.0 90.0 90.0 90.0 60.0 73.9 90.0 90.0 84.2 90.0 60.0 70.3 90.0 90.0 80.2 90.0 63.0 58.690.0 66.8 90.0 63.0 87.9 90.0 90.0 90.0 63.0 56.0 83.9 90.0 63.8 90.0 I I w 67.2 90.0 90.0 76.5 90.0 66.0 66.0 83.9 90.0 90.0 90.0 66.0 90.0 90.0 90.0 90.0 90.0 Q 80.3 90.0 90.0 90.0 69.0 64.2 90.0 90.0 73.2 90.0 30.0 90.0 90.0 90.0 90.0 90.0 a 69.0 61.6 90.0 90.0 70.2 90.0 33.0 N 72.0 76.9 90.0 87.7 90.0 72.0 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 90.0 90.0 36.0 ap _ 89.7 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 39.0 36.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.o 42.0 77.8 90.0 9V-0 88.6 90.0 I 3" 3" 3" 3„ v, 114.0 I I--3" 3�� 3111 3" z 39.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 45.0 72 9 90.0 90.0 83.1 90.0 3" 3 3..y 3" 42,p 90.0 90.0 90.042.0 90. 90.o 90.0 90.0 90.0 48.0 1515" l5" 151' 0 45.0 90.0 90.0 90.0 90.0 45.0 90. 90.0 90.0 90.0 90.0 51.0 68.6 90.0 90.0 78.2 90.0 15 15„ Z 48.0 90.0 90.0 90.0 90.0 48.0 86. 90.0 90.0 90.0 90.0 54.0 64.8 90.0 90.0 73.8 90.0 A2 B2 A3,B3 A4 H Q 61.4 90.0 90.0 70.0 90.0 51.0 78.0 90.0 90.0 90.0 90.0 51.0 96.0 81. 90.0 90.0 90.0 90.0 57.0 58.3 87.5 90.0 66.5 90.0 v J CL 90.0 90.0 90.0 90.0 54.0 76. 90.0 90.0 87.7 90.0 60.0 55.5 83.3 90.0 63.3 90.0 H f 54.0 72, 90.0 90.0 83.1 90.0 63.0 ' a 57.0 89.7 90.0 90.0 90.0 57.0 90.0 90.0 90.0 90.0 90.0 U 85.2 90.0 90.0 90.0 60.0 69. 90.0 90.0 78.9 90.0 30.0 g0.0 90.0 90.0 90.0 90.0 w N 60.0 66. 90.0 90.0 75.2 90.0 33.0 63.0 81.2 90.0 90.0 90.0 63.0 90.0 90.0 90.0 90.0 90.0 77.5 90.0 88.3 90.0 66.0 63. 90.0 90.0 71.7 90.0 36.0 85 2 90.0 90.0 90.0 90.0 66.0 60, 90.0 90.0 68.6 90.0 39.0 69.0 74.1 90.0 84.5 90.0 69.0 809 900 779.1 90.0 90.0 90.0 90.0 71.0 90.0 . . 2.0 57. 86.6 90.0 65.8 90.0 42.0 72'0 90. 90.0 90.0 90.0 90.0 45.0 120.0 73.9 90.0 90.0 84.2 90.0 30.0 90.0 90.0 90.0 90.0 30.0 69.2 90.0 90.0 78.9 90.0 L 90.0 90.0 33.0 90.0 90.0 90.0 90.0 33.0 goo 90.0 9u. 90.0 90.0 581.0 65.2 90.0 90.0 74.3 90.0 Q 91 36.0 90.0 90.0 90.0 90.0 36.0 FRAME Z 61.6 90.0 90.0 70.2 90.0 90 0 90.0 90.0 90.0 90.0 54.0 58.3 87.5 90.0 66.5 90.0 HEIGHT •' g 39.0 90.0 90.0 90.0 90.0 39.0 g0 0 90.0 90.0 90.0 90.0 57.0 ` a 42.0 90.0 90.0 90.042.0 55.4 83.1 90.0 63.1 90.0 � � 90.0 90.0 90.0 90.0 45.0 66 9 90.0 90.0 90.0 90.0 60.0 g0.0 90.0 90.0 90.0 90.0 �`` �li�•'••1 ••• 45.0 g ,5 90.0 90.0 90.0 90.0 30.0 48.0 90.0 90.0 90.0 90.0 48.0 102.0 90.0 90.0 90.0 90.0 90.0 •• 7 .7 90.0 90.0 87.4 90.0 33.0 - O t� 51.0 84.0 90.0 90.0 90.0 90.0 51.0 7 4 90.0 90.0 82.5 90.0 36.0 126 87.9 90.0 90.0 90.0 90.0 dA 54.0 87.9 90.0 90.0 90.0 54.0 81.2 90.0 90.0 90.0 90.0 83.3 90.0 90.0 90.0 57.0 6 .6 90.0 90.0 78.2 90.0 39.0 77 2 90.0 90.0 98.0 90.0 57.0 6 ,2 90.0 90.0 74.3 90.0 41.0 F- 60.0 79.1 90.0 90.0 90.0 60.0 90.0 90.0 90.0 90.0 90.0 75.4 90.0 85.9 90.0 63.0 6 .1 90.0 90.0 70.7 90.0 30.0 t 63.0 5 3 88.9 90.0 67.5 90.0 33.0 132 90.0 90.0 90.0 90.0 66.0 71.9 90.0 82.0 90.0 66.0 85.0 90.0 64.6 90.0 Wl---��---W2 --� �Y •e 83.9 90.0 90.0 90.0 90.0 W3 69.0 5 ' �y•••* 0`� 68.8 90.0 78.4 90.0 .7 36.0 p�77 5 90.0 90.0 88.3 90.0 3 69.0 39.0 72.0 66.0 90.0 75.2 90.0 30.0 90.0 90.0 90.0 90.0 90.0 = Wl(JAMB) 33.0 138 87.6 90.0 90.0 90.0 90.0 WIDTH(W) w Z co z Q 37.0 78.1 90.0 90.0 89.0 90.0 �' c6 30.0 90.0 90.0 90.0 90.0 90.0 W2 + W3 (MULLION) a 3 = N Z gWIDTH(W) = 2 p 33.0 144 83.9 90.0 90.0 9o.0 90.0 36.0 76.9 90.0 90.0 87.7 90.0 DWG#: U YKK159 SHEET: 11 of 20 ANCHOR TYPE ' D" TABLES C & DES , i ANCHORS TYPES: SEE SHEETS 15&16 FOR DESCRIPTIONcl P QUBlii► ANCHOR LOAD CAPACITY-PSF ANCHOR LOAD CAPACITY-PSF ANCHOR LOAD CAPACITY-PSF I inspires EXT.(+) &I NT.(-) EXT.(+) &I NT.(-) EXT.(+) &I NT.(-) C2 = (2)ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION YKK AP AMERICA C3 = (3)ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION DUBLIN, N,GEORGIA BYPASS NOMINALDIMS. ANCHORS TYPE'C' ANCHORS TYPE'D' NOMI NAL DI MS. ANCHORS TYPE'C' ANCHORS TYPE'D' NOMINALDIMS. ANCHORS TYPE'C' ANCHORS TYPE'D' Du6LiN, (678)8 C4 = (4)ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION PH:(478)277-1955 FX:(678)838-6001 WIDTH FRAME C2 C3 C4 C5 D2 D3 D4 DS WIDTH FRAME WIDTH FRAME C5 = (5)ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION (W) HEIGHT C2 C3 C4 CS D2 D3 D4 (W) HEIGHT C2 C3 C4 CS D2 D3 D4 DS (W) HEIGHT w 00 M 30.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.090.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 81.8 90.0 90.0 90.0 90.0 90.0 90.0 90.0 D2 = (2)ANCHORS TYPE 'D' AT JAMB OR EACH SIDE OF MULLION w M 33.0 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 33.0 74.4 90.0 90.0 90.0 83.9 90.0 90.0 90.0 03 = (3)ANCHORS TYPE 'D' AT JAMB OR EACH SIDE OF MULLION > m v # o n 36.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 81.8 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 04 = (4)ANCHORS TYPE 'D' AT JAMB OR EACH SIDE OF MULLION H o o 39.0 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.o D5 = (5)ANCHORS TYPE 'D' AT JAMB OR EACH SIDE OF MULLION Z o m 42.0 87.7 90.01 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 9o.o 9o.0 9o.o ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION C)LL- p v L LL 45.0 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 45.0 54.5 81.8 90.0 90.0 61.6 90.0 90.0 90.0 Lu ¢ a .c = 48.0 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 48.0 108.0 51.1 76.7 90.0 90.0 57.7 86.6 90.0 90.0 I I T a m w 00 51.0 72.0 72.2 90.0 90.0 90.0 81.5 90.0 90.0 51.0 90.0 57.8 86.6 90.0 90.0 65.2 90.0 90.0 90.0 51.0 48.1 72.2 90.0 90.0 54.3 81.5 90.0 90.0 I � to m Z H m V, 54.0 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 1-r w p Q Z Q � 57.0 64.6 90.0 90.0 90.0 72.9 90.0 90.0 57.0 51.7 77.5 90.0 90.0 58.3 87.5 90.0 90.0 57.0 43.1 64.6 86.1 90.0 48.6 72.9 90.0 90.0 z d i H -CC Z 60.0 61.4 90.0 90.0 90.0 69.3 90.0 90.0 60.0 9.1 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 90.0 90.0 Q Q 63.0 58.4 87.7 90.0 90.0 66.0 90.0 90.0 63.0 6.8 70.1 90.0 90.0 52.8 79.1 90.0 90.0 63.0 39.0 58.4 77.9 90.0 44.0 66.0 87.9 90.0 W m 00 66.0 55.8 83.7 90.0 90.0 63.0 90.0 90.0 66.0 4.6 66.9 89.3 90.0 50.4 75.5 90.0 90.0 66.0 37.2 55.8 74.4 90.0 42.0 63.0 83.9 90.0 I ( 3' - F�3" 3"�I I-3" ~ ¢ m a 69.0 53.4 80.0 90.0 90.0 60.2 90.0 90.0 69.0 2.7 64.0 85.4 90.0 48.2 72.3 90.0 90.0 30.0 77.5 90.0 90.0 90.0 87.5 90.0 90.0 90.0 3"-�I I�T' 3„ 3„ 3� 3" w 72.0 51.1 76.7 90.0 90.0 57.7 86.6 90.0 72.0 0.9 61.4 81.8 90.0 46.2 69.3 90.0 90.0 33.0 70.5 90.0 90.0 90.0 79.5 90.0 90.0 90.0 „ 15 1.5" 1.5" 1.5" N 30.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 0.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 64.6 90.0 90.0 90.0 72.9 90.0 90.0 90.0 1.5" a 36.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 3.7 90.0 90.0 90.0 90.0 90.0 90.0 90.0 39.0 59.6 89.4 90.0 90.0 67.3 90.0 90.0 90.0 C2,D2 C3,D3 C4, D4 9_0.0 90.0 90.0 90.0 36.0 6.7 90.0 90.0 90.0 86.6 90.0 90.0 90.0 42.0 55.4 83.0 90.0 90.0 62.5 90.0 90.0 90.0 39.0 87.1 90.0 90.0 90.0 90.0 90.0 90.0 39.0 0.8 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 m 114.0 42.0 80.9 90.0 90.0 90.0 90.0 90.0 90.0 42.0 5.7 90.0 90.0 90.0 74.2 90.0 90.0 90.0 48.0 48.4 72.7 90.0 90.0 54.7 82.0 90.0 90.0 45.0 75.5 90.0 90.0 90.0 85.2 90.0 90.0 45.0 1.4 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 48.0 70.8 90.0 90.0 90.0 79.9 90.0 90.0 48.0 7.5 86.3 90.0 90.0 64.9 90.0 90.0 90.0 54.0 43.1 64.6 86.1 90.0 48.6 72.9 90.0 90.0 51.0 78.0 66.6 90.0 90.0 90.0 75.2 90.0 90.0 51.0 96.0 4.1 81.2 90.0 90.0 61.1 90.0 90.0 90.0 57.0 40.8 61.2 81.6 90.0 46.0 69.1 90.0 90.0 0 54.0 62.9 90.0 90.0 90.0 71.0 90.0 90.0 54.0 1.1 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 59.6 89.4 90.0 90.0 67.3 90.0 90.0 57.0 8.4 72.7 90.0 90.0 54.7 82.0 90.0 90.0 63.0 36.9 55.4 73.8 90.0 41.7 62.5 83.3 90.0 3' �� r--3" H O 60.0 56.6 85.0 90.0 90.0 63.9 90.0 90.0 60.0 6.0 69.0 90.0 90.0 51.9 77.9 90.0 90.0 30.0 73.6 90.0 90.0 90.0 83.1 90.0 90.0 90.0 313 3"311 63.0 53. CL 9 80.9 90.0 90.0 60.9 90.0 90.0 63.0 3.8 65.7 87.7 90.0 49.5 74.2 90.0 90.0 33.0 66.9 90.0 90.0 90.0 75.5 90.0 90.0 90.0 3" 3" > 66.0 5 1.5 77.2 90.0 90.0 58.1 87.2 90.0 66.0 1.8 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 11 U 69.0 49.3 73.9 90.0 90.0 55.6 83.4 90.0 69.0 0.0 60.0 80.0 90.0 45.2 67.7 90.0 90.0 39.0 56.6 85.0 90.0 90.0 63.9 90.0 90.0 90.0 1.5 1.5 W W 72.0 47.2 70.8 90.0 90.0 53.3 79.9 90.0 72.0 8.4 57.5 76.7 90.0 43.3 64.9 86.6 90.0 42.0 52.6 78.9 90.0 90.0 59.4 89.0 90.0 90.0 C5, D5 p 91 30.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 6.6 90.0 90.0 90.0 90.0 90.0 90.0 90.0 45.0 120.0 49.1 73.6 90.0 90.0 55.4 83.1 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 8.8 90.0 90.0 90.0 88.9 90.0 90.0 90.0 48.0 46.0 69.0 90.0 90.0 51.9 77.9 90.0 90.0 36.0 87.7 90.0 90.0 90.0 90.0 90.0 90.0 36.0 2.2 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 0 39.0 80.9 90.0 90.0 90.0 90.0 90.0 90.0 39.0 6.6 90.0 90.0 90.0 75.2 90.0 90.0 90.0 54.0 40.9 61.4 81.8 90.0 46.2 69.3 90.0 90.0 42.0 75.1 90.0 90.0 90.0 84.8 90.0 90.0 42.0 1.9 90.0 90.0 90.0 69.8 90.0 90.0 90.0 57.0 38.8 58.1 77.5 90.0 43.7 65.6 87.5 90.0 45.0 70.1 90.0 90.0 90.0 79.1 90.0 90.0 45.0 7.8 86.6 90.0 90.0 65.2 90.0 90.0 90.0 60.0 36.8 55.2 73.6 90.0 41.6 62.3 83.1 90.0 Z filly 48.0 65.7 90.0 90.0 90.0 74.2 90.0 90.0 48.0 4.1 81.2 90.0 90.0 61.1 90.0 90.0 90.0 30.0 70.1 90.0 90.0 90.0 79.1 90.0 90.0 90.0 m r 51.0 84.0 61.9 90.0 90.0 90.0 69.8 90.0 90.0 51.0 102.0 1.0 76.4 90.0 90.0 57.5 86.3 90.0 90.0 33.0 63.8 90.0 90.0 90.0 72.0 90.0 90.0 90.0 �� * �� 0"� 54.0 58.4 87.7 90.0 90.0 66.0 90.0 90.0 54.0 8.1 72.2 90.0 90.0 54.3 81.5 90.0 90.0 36.0 126 58.4 87.7 90.0 90.0 66.0 90.0 90.0 90.0 FRAME �� , .•••""•••• 57.0 55.4 83.0 90.0 90.0 62.5 90.0 90.0 57.0 5.6 68.4 t78.8 90.0 51.5 77.2 90.0 90.0 39.0 53.9 80.9 90.0 90.0 60.9 90.0 90.0 90.0 HEIGHT '' •`� � 60.0 52.6 78.9 90.0 90.0 59.4 89.0 90.0 60.0 3.3 65.0 90.0 48.9 73.3 90.0 90.0 41.0 51.3 77.0 90.0 90.0 57.9 86.9 90.0 90.0 r"1' F 63.0 50.1 75.1 90.0 90.0 56.5 84.8 90.0 63.0 1.3 E61.9 90.0 46.6 69.8 90.0 90.0 30.0 66.9 90.0 90.0 90.0 75.5 90.0 90.0 90.0 �� ' �� LL66.0 47.8 71.7 90.0 90.0 54.0 80.9 90.0 66.0 9.4 90.0 44.4 66.7 88.9 90.0 33.0 13260.9 90.0 90.0 90.0 68.7 90.0 90.0 90.0 (n69.0 45.7 68.6 90.0 90.0 51.6 77.4 90.0 69.0 7.7 56.5 90.0 42.5 63.8 85.0 90.0 36.0 55.8 83.7 90.0 90.0 63.0 90.0 90.0 90.0 \3 72.0 43.8 65.7 87.7 90.0 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 64.0 90.0 90.0 90.0 72.3 90.0 90.0 90.0 33.0 138 58.2 87.3 90.0 90.0 65.7 90.0 90.0 90.0 ��I��'7 •• (��``� M 37.0 51.4 77.9 90.0 90.0 58.6 87.9 90.0 90.0 30.0 61.4 90.0 90.0 90.0 69.3 90.0 90.0 90.0 L11 .�, m >. Lj j 33.0 144 55.8 83.7 90.0 90.0 63.0 90.0 90.0 90.0 W1 W2 W3 f- 0D Z Y � Q 36.0 51.1 76.7 90.0 90.0 57.7 86.6 90.0 90.0 Q .-� M Z U Z WIDTH(W) = W1(JAMB) p o v WIDTH(W) = W2 2 W3 (MULLION) DWG#: T YKK159 SHEET: 12 of 20 DOOR MULLION LOAD & ANCHOR TABLES YKK TOTAL NO.OF ANCHORS REQUIRED AT DOOR MULLION HEAD !Wa!'`f ANCHOR TYPE AND SILL BY DESIGN PRESSURE Cip , inspires DOOR MULLION LOAD CAPACITY(PSF) 90 PSF 80 PSF 70 PSF 60 PSF 50 PSF 40 PSF 30 PSF YKK AP AERICA A 8 7 7 6 5 4 3 1229 HWY 441 BYPASS W I THO UT STEE L DUBLIN,GEORGIA 31021 REINF. NOMINAL DIMS. WITH STEEL REI NF. B 7 7 6 5 4 4 3 C 12 11 10 8 7 6 4 YKK OUTSWINGDOORS PH:(478)277-1955 FX:(678)838-6001 WIDTH FRAME --- D 11 10 9 7 6 5 4 ----- SEE SEPARATE APPROVAL w 00 co m EXT.(+) I NT.(-) EXT.(+) I NT.( ) 1 �'�----- 1 / ' (W) HEIGHT}=-----�z , I?, -------r, T------f-�ti w�"`---------- Z24 70.0 70.0 70.0 90.0 ' '' ' " ' "---- m 0I iI I 1 1 1 ♦ Z I--1 > M a 30 70.0 70.0 70.0 90.0 i i i i iii `♦ i pco I . I I 1 1 1 ♦ 1 Z d I , I 1 , 1 1 1 ♦ 1 Lo O U 36 70.0 70.0 70.0 90.0 / i 1 \ ' O O = u- Lu 42 102 70.0 70.0 70.0 90.0 ' `♦♦`♦ = p Jo m Q 48 70.0 70.0 70.0 90.0 1 1 I . III ♦ I LU co 54 70.0 70.0 70.0 90.0 0 m H H °� m 60 70.0 70.0 70.0 90.0 FRAME �r ,� FRAME •( � � (♦ O p Z H 24 70.0 70.0 70.0 90.0 ui HEIGHT .�� HEIGHT ,�` (L, ,�� ,.,,� z a H a Q 30 70.0 70.0 70.0 90.0 ( ♦`. `` i J ( J :Ea m W W 00 36 70.0 70.0 70.0 90.01 I 1 I I I I 0'%1 ♦ I 1 ♦ I I I 1 J i1 ♦ I 1 ♦ I I I I Q d M d 42 108 70.0 70.0 70.0 90.0 h 1 ♦ I I ♦ 1 1 1 . I o I . I I ♦ 1 1 1 . I a 48 70.0 70.0 70.0 90.0 1 ♦� 1 I ♦� 1 1 1 ; 1 W 54 70.0 70.0 70.0 90.0 �`♦ i 60 70.0 70.0 70.0 90.0 ;------------------- ---------, _T 24 70.0 70.0 70.0 90.0 - iI Q 30 70.0 70.0 70.0 90.0 I II m 36 70.0 70.0 70.0 90.0 I _ W2 Wl II �Wly-� W2 �I (f� 42 114 70.0 70.0 70.0 90.0 fes" -�1 II�� II I� • 48 70.0 70.0 70.0 90.0 Wl + W2 Wl W2 54 70.0 1 70.0 70.0 90.0 WIDTH(W) = 2 WIDTH(W) = 2 + 4 0 60 70.0 70.0 70.0 90.0 H Z 24 70.0 70.0 70.0 90.0 SINGLE DOOR DOUBLE DOOR �o�-1 30 70.0 70.0 70.0 90.0 H d 36 70.0 70.0 70.0 90.0 N TOTAL NO.OF ANCHORS REQUIRED AT DOOR MULLION HEAD 42 120 70.0 70.0 70.0 90.0 ANCHOR U AND SILL BY DESIGN PRESSUREV) 48 70.0 70.0 70.0 90.0 TYPE YKK OUTSWING DOORS W 54 69.2 69.2 70.0 90.0 90 PSF 80 PSF 70 PSF 60 PSF 50 PSF 40 PSF 30 PSF SEE SEPARATE APPROVAL [Y A 8 7 7 6 5 4 3 60 62.3 62.3 70.0 90.0 B 7 7 6 5 4 4 3 ' }+--------___} s 1-------_ 8 C 12 11 10 8 7 6 4 ` _ ' D 11 10 9 7 6 5 4 i' /. r ' ------------- Z. .t � m v i i i � '. ••end - FRAME I 1 HEIGHT ' 11 i. 1 I W1 + W2 ui ~ Co co TZ � � -------- WIDTH(W) = q °.° Z V�) Y = v Z DOOR MULLION DOOR MULLION --------- T7-,r'- WITHOUT 2 o v WITHOUT STEEL WITH STEEL Wl-� W2 ' DWG#: y REINFORCEMENT REINFORCEMENT YKK 15 9 SINGLE DOOR WITH TRANSOM SHEET: 13 of 20 OOR MULLION LOAD & ANCHOR TABLES YKK P � aua�Ry DOOR MULLION LOAD CAPACITY(PSF) DOOR MULLION LOAD CAPACITY(PSF) 93 jrplre YKK AP AMERICA WITHOUT STEEL WITHOUTSTEEL 1229 HWY 441 BYPASS NOMINAL DIMS. WITH STEEL REINF. NOMINALDIMS. WITH STEEL REIN F. DUBLIN,GEORGIA 31021 REI NF. REI NF. PH:(478)277-1955 FX:(678)838-6001 FRAME DOOR PANEL SIDELITE FRAME DOOR PANEL SIDELITE Lu 00 HEIGHT WIDTH-W1 WIDTH-W2 EXT.(+) INT.(-) EXT.(+) INT.(-) HEIGHT WIDTH-Wl WIDTH-W2 EXT.(+) INT.( ) EXT.(+) INT.(-) I-- M r (I N.) (IN.) (I N.) (I N.) (I N.) (I N.) Lu V �# O Z 30 70.0 70.0 70.0 90.0 30 69.9 69.9 70.0 90.0 0 f-1 a LL Nm 36 36 70.0 J70.0 70.0 90.0 36 36 66.2 66.2 70.0 90.0 0 � O vLL- k 42 70.0 70.0 70.0 90.0 42 62.8 62.8 70.0 90.0 LU J Q w 48 70.0 70.0 70.0 90.0 48 59.8 59.8 70.0 90.0 m Q 30 70.0 70.0 70.0 90.0 30 62.8 62.8 70.090.0 T O m Z H m v 96 42 36 70.0 70.0 70.0 90.0 120 42 36 59.8 59.8 70.0 90.0 O 0 z 9c °� 42 70.0 70.0 70.0 90.0 42 57.1 57.1 70.0 90.0 H o i H 'o Q a,4s 70.0 70.0 70.0 90.0 48 57.1 57.1 70.0 90.0 DOOR MULLION DOOR MULLION 65 a m w 30 70.0 70.0 70.0 90.0 30 57.1 57.1 70.0 90.0 WITH STEEL 0 � LU ocO WITHOUT STEEL 36 70.0 70.0 70.0 90.0 4s 36 57.1 57.1 70.0 90.0 REINFORCEMENT REINFORCEMENT 1C 0 ON 48 42 70.0 70.0 70.0 90.0 42 57.1 57.1 70.0 90.0 Lu 48 70.0 70.0 70.0 90.0 44 57.1 57.1 70.0 90.0 30 70.0 70.0 70.0 90.0 ANCHOR TOTAL NO.OF ANCHORS REQUIRED AT DOOR MULLION HEAD Q 36 36 70.0 70.0 70.0 90.0 TYPE AND SILL BY DESIGN PRESSURE 42 70.0 70.0 70.0 90.0 90 PSF 80 PSF 70 PSF 60 PSF 50 PSF 40 PSF 30 PSF >, 48 70.0 70.0 70.0 90.0 A 10 9 8 7 6 5 4 Co (/� 30 70.0 70.0 70.0 90.0 B 9 8 7 6 5 4 3 C 15 13 11 10 8 7 5 �+� 102 42 36 70.0 70.0 70.0 90.0 D 13 12 10 9 7 6 5 Z 42 70.0 70.0 70.0 90.0 0 48 70.0 70.0 70.0 90.0 H 30 70.0 Z 70.0 70.0 90.0 YKK OUTSWING DOORS '^ p 36 70.0 70.0 70.0 90.0 SEE SEPARATE APPROVAL v J 48 42 70.0 70.0 70.0 90.0 i 11`JJL�\ 11 H 17-�--------------- -------LI > 48 70.0 70.0 70.0 90.0 - � 30 70.0 70.0 70.0 90.0 i W W 91 36 70.0 70.0 70.0 90.0 , p ____ _ , 36 42 70.0 70.0 70.0 90.0 -------------'--- i --------- -----------------r ,ten, 48 70.0 70.0 70.0 90.0 ) - )k--------------, 30 70.0 70.0 70.0 90.0 r 108 42 36 70.0 70.0 70.0 90.0 42 70.0 70.0 70.0 90.0 Z 48 70.0 70.0 70.0 90.0 FRAME r 30 70.0 70.0 70.0 90.o HEIGHT ` / ``�� 48 36 70.0 70.0 70.0 90.0 �) ra i a� �' DOOR ti 42 70.0 70.0 70.0 90.0 ;L�; ; ;�; r HEIGHT �%O • •w�� 48 57.1 57.1 70.0 90.0 � �� /i 30 70.0 70.0 70.0 90.0 , dA 36 36 70.0 70.0 70.0 90.0 `�`�` 3 42 70.0 70.0 70.0 90.0 ) `�� 59 48 69.8 69.8 70.0 90.0 30 70.0 70.0 70.0 90.0 -------------- f, , i ♦i $ ------------- Z- 36 ------------ ♦♦ L 114 42 36 69.8 69.8 70.0 90.0 ---------- -- ------------ 'hI •• P�O�� 42 66.6 66.6 70.0 90.0 \``- - -------------------------�� 48 63.6 63.6 70.0 90.0 lcoZ � 30 66.6 66.6 70.0 90.0 W2 wl 3 _ _ Z 48 36 63.6 63.6 70.0 90.0 V 42 57.1 57.1 70.0 90.o DOUBLE DOOR WITH TRANSOM 48 57.1 57.1 70.0 90.0 DWG#: r YKK159 v SHEET: 14 OF 20 CONCRETE/MASONRY MIN EDGE MIN. EDGE DISTANCE, BY OTHERS DISTANCE, SEE SPECS BELOW TYPICAL INSTALLATION ~ SEE SPECS BELOW ANCHOR,SEE SPECS BELOW TYPICAL MIN.EDGE DISTANCE, CAULK BETWEEN INSTALLATION STEEL OR ALUM. f QURI11�t cl P CONCRETE/MASONRY&iX °. ANCHOR,SEE STRUCTURE, SEE SPECS BELOW MIN. EMBEDMENT, BY OTHERS,SEE �— II'13�I��S WOOD BUCK BY OTHERS • A SPECS BELOW SPECS BELOW YKK AP AMERICA 1X WOOD BUCK p• ASS SEE SPECS BELOW MIN' DUBLI29 GEORGIA441 P3 OZi BY OTHERS b 2X WOOD BUCKS OR EMBED.,SEE TYPICAL MIN. 3 THREADS WOOD STRUCTURE SPECS BELOW INSTALLATION PENETRATION PH:(478)277-1955 FX:(678)838-6001 EXTERIOR FINISH BY OTHERS BY OTHERS ANCHOR,SEE wAiA 0000 SPECS BELOW M 3/8" MAX. SHIM PERIMETER PERIMETER SEALANT o Z . 0 BY OTHERS FOR 5/6' ANCHORS, SEALANT PERIMETER 1/4" MAX.SHIM BY OTHERS SEALANT F- o H TREMCO SPECTREM 3/8"MAX. SHIM BY OTHERS 3/8" MAX.SHIM ZO t_4 FOR/4 ANCHORS >e FOR/ ANCHORS, �n w w d v u_ x 2 SILICON SEAL 6 FOR% " ANCHORS, 5 " u- to V) O u_ SEE GLAZING ie w �o cz ¢ _ OVER ALL ANCHORS 6 1/4" MAX.SHIM 6 1/4" MAX. SHIM Q L3 w v OPTIONS TREMCO SPECTREM FOR 1/4' ANCHORS FOR yq" ANCHORS v ot o m w 00 O.A. SHEETS 3,4&5 2 SILICON SEAL V) CL v m Z H m FRAME EXTERIOR INTERIOR EXTERIOR OVER ALL ANCHORS INTERIOR EXTERIOR INTERIOR co >¢ Lu ¢ H a, Z -2f DC H D Z m HEIGHT A VERTICALS CTION p VERTICAL SECTION E VERTICAL SECTION �H � w cCCo00 5 HEAD-CONCRETE/MASO 4RY W/IX BUCK5 HEAD-WOOD FRAMING 5 HEAD-METAL SUBSTRATE 1- ¢ 0- M LIGHT CONFIGU TION TYPICAL INSTALLATION TYPICAL INSTALLATION Lu 10 s Q o N SEE GLAZING LIMIT DESIGN LOADS FOR HORIZONTAL AS FOLLOWS o OPTIONS MAX HORIZ.SPAN MAX GLASS HEIGHT MAX DESIGN LOADS c m SHEETS 3,4 &5 ABOVE HORIZ. 9 60" 57-1/2" 70 PSF 60" 84" 52 PSF Z 10 DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. O Z Lu EXTERIOR GLASS AREA ABOVE HORIZONTAL,FOR SIZES H Z SMALLER THAN SHOWN ABOVE,ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY. CL AV J F- HCL lotIll W w g VERTICAL S EXTION 5 HORIZONTAL M MBER YHS SO FI ANCHOR TYPES O.A. SEE GLAZING ANCHOR g MIN.EDGE ANCHOR DESCRIPTION SUBSTRATE REQUIREMENTS MIN.EMBEDMENT NOTES FRAME OPTIONS TYPE DISTANCE HEIGHT SHEETS 3,4&5 5/16"DIA.TAPCON BY ITW CONCRETE AT HEAD,SILL OR MAY BE USED Z x EXTERIOR INTERIOR (Fu=125 KSI,Fy=100 KSI) JAMBS F'C=3000 PSI MIN. 1-3/4" 3" THROUGH OPTIONAL �� // go 11 A OR C-90 HOLLOW/FILLED BLOCK AT w 1X BUCKS,BY OTHERS TREMCO SPECTREM 9 5/16"DIA.ULTRACON BY JAMBS PIVI 2000 PSI MIN. `�� Q .•t•••••.•• /�+ 2 SILICON SEAL (Fu=177 KSI,Fy=155 KSI) MIN.S.G.=0.55 WOOD 1-1/2" 1" -- �� OVER ALL ANCHORS 12 3/8 MAX. SHIM THREE THREADS STEEL IN CONTACT O • • ~i FOR 5/6' ANCHORS, STEEL:12 GA.MIN.,Fy=36 KSI MIN. 3/8" DIA WEEPS TWO B 5/16"DIA.SELF-DRILLING SCREWS(GRADE 5) PENETRATION PAST 3/4" WITH ALUM.TO BE 1/4" MAX. SHIM ALUM.:1/8"MIN.,6063-T5 MIN. PER LITE AT 8" FROMFOR 1/4' ANCHORS METALSTRUCTURE PLATED OR PAINTED (n <_ 1 4"DIA.TAPCON BY ITW CONCRETE AT HEAD,SILL OR EACH VERTICAL / MAY BE USED w (Fu=125 KSI,Fy=100 KSI) JAMBS PC=3000 PSI MIN. 1-3/4" 21/2" THROUGH OPTIONAL 8 PERIMETER SEALANT a C OR C-90 HOLLOW/FILLED BLOCK AT 1X BUCKS,BY OTHERS ��/I y ••�C PRS �� BY OTHERS .d ••� MIN. EMBEDMENT, 1/4"DIA.ULTRACON BY ELCO JAMBS F'M=20W PSI MIN. $ TYPICAL INSTALL. ANCHOR, a' ,•'. ; SEE SPECS AT RIGHT (Fu=177 KSI,Fy=155 KSI) MIN.S.G.=0.55 WOOD 1-1/2" 1" Lii m m ZLLJ SEE SPECS AT RIGHT 3 THREADS STEEL IN CONTACT Q ,co LL_ � STEEL:12 GA.MIN.,Fy=36 KSI MIN. ~ Z Y M V Z CONCRETE/MASONRY ��I MIN. EC E DIST., 1/4"DIA.SELF-DRILLING SCREWS(GRADE 5) PENETRATION PAST 3/4" WITH ALUM.TO BE ALUM.:1/8"MIN.,6063-T5 MIN. � 3 SEE SPEC AT RIGHT D METALSTRUCTURE PLATED OR PAINTED DWG#: BY OTHERS VERTICALS CTION 18 GA.MIN.STEEL STUD,Fy=33 yKK159 C 1/4"DIA.SELF-DRILLING SCREWS(GRADE 5) KSI MIN.WITH WOOD BACKING 1-1/2"IN WOOD 1"IN WOOD - S SILL-DIRECT TO CONCR TE/MASONRY SHEET: LIGHT CONFIGU ATION 15 of 20 xlw~nK CONCRETE/MASONRY MIll I.EDGE MIN.EDGE DISTANCE, BY OTHERS DISTANCE, SEE SPECS BELOW Cipi, inspires TYPICAL INSTALLATION SEE SPECS BELOW TYPICAL STEEL OR ALUM. MIN.EDGE DISTANCE, QU0�1 ( ANCHOR,SEE SPECS BELOW INSTALLATION STRUCTURE, SEE SPECS BELOW CAULK BETWEEN • ANCHOR,SEE BY OTHERS,SEE YKK AP AMERICA CONCRETE/MASONRY&1X ' :° .: • a MIN.EMBEDMENT, SPECS BELOW SPECS BELOW 1229 HWY 441 BYPASS WOOD BUCK BY OTHERS • • • • • P.SEE SPECS BELOW MIN' MIN. 3 THREADS DUBLIN,GEORGIA( 31021 8 1X WOOD BUCK 2X WOOD BUCKS OR EMBED.,SEE TYPICAL PENETRATION PH:(478)277-1955 FX:(678)838-6001 BY OTHERS WOOD STRUCTURE SPECS BELOW INSTALLATION co •T BY OTHERS _� ANCHOR,SEE co EXTERIOR FINISH SPECS BELOW T a ti � n BY OTHERS 3/8" MAX. SHIM PERIMETER 15 o zoo �7SEALANT 15 PERIMETER r H PERIMETER SEALANTL FOR 5/6' ANCHORS, SEALANT z BY OTHERS 114" MAX.SHIM BY OTHERS 3/8" MAX. SHIM u-O w 0- °° 15 3/8" MAX. SHIM BY OTHERS " X TREMCO SPECTREM FOR%4' ANCHORS 8 FOR 5/6' ANCHORS, FOR 5/6' ANCHORS, w < < _ 2 SILICON SEAL SEE GLAZING i 8 1/4" MAX. SHIM T_ Cle0 F¢- kb w tj 1/4" MAX. SHIM � w OVER ALL ANCHORS 8 OPTIONS TREMCO SPECTREM FOR 74' ANCHORS FOR%4' ANCHORS N m Z H m co SHEETS 3,4&5 2 SILICON SEAL INTERIOR H E4 Z ¢ ° O.A. INTERIOR EXTERIOR OVER ALL ANCHORS INTERIOR EXTERIOR z O o Q FRAME uj 10 EXTERIOR VERTICAL SECTION m HEIGHT VERTICAL SECTION LL F VERTICAL ECTION I HEAD-METAL SUBSTRATE HEAD-WOOD FRAMING TYPICAL INSTALLATION uj HEAD-CONCRETE/MA ONRY W/1X BUCK TYPICAL INSTALLATION .o HEAVY CONN, ORATION o v � O " LIMIT DESIGN LOADS FOR HORIZONTAL AS FOLLOWS a MAX GLASS HEIGHT m SEE GLAZING MAX DESIGN LOADS OPTIONS MAX HORIZ.SPAN ABOVE HORIZ. SHEETS 3,4&5 60• 57-1/2" 70 PSF 9 60° 84 52 PSF O z 10 DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. w EXTERIOR GLASS AREA ABOVE HORIZONTAL,FOR SIZES ,^ r SMALLER THAN SHOWN ABOVE,ALLOWABLE DESIGN �+J 1- v LOADS MAY BE CALCULATED SEPARATELY. H w V v1 UJ W LIJ a G VERTICAL SECTION YHS 50 FI ANCHOR TYPES HORIZONTA MEMBER MIN.EDGE ANCHOR SUBSTRATE REQUIREMENTS MIN.EMBEDMENT NOTES r SEE GLAZING ANCHOR DESCRIPTION DISTANCE O.A. OPTIONS TYPE FRAME 5/16"DIA.TAPCON BY ITW CONCRETE AT HEAD,SILL OR MAY BE USED Z ¢ HEIGHT SHEETS 3,4&5 JAMBS F'C=3000 PSI MIN. �I (Fu=125 KSI,Fy=100 KSI) 1-3/4" 3" THROUGH OPTIONAL `�� INTERIOR A OR C-90 HOLLOW/FILLED BLOCK AT 1X BUCKS,BY OTHERS `�� O �iy� EXTERIOR 13 5/16"DIA.ULTRACON BY ELCO JAMBS F'M=2000 PSI MIN. ` ••••�I^ 9 TREMCO SPECTREM (Fu=177 KSI,Fy=155 KSI) MIN.S.G.=0.55 WOOD 1-1/2" 3/8" MAX.SHIM THREE THREADS STEEL IN CONTACT 2 SILICON SEAL 14 STEEL:12 GA.MIN.,Fy=36 KSI MIN. OVER ALL ANCHORS FOR 5/6' ANCHORS, B 5/16"DIA.SELF-DRILLING SCREWS(GRADE 5) PENETRATION PAST 3/4" WITH ALUM.TO BE LL �- 15 1/4"MAX.SHIM ALUM.:1/8"MIN.,6063-T5 MIN. METALSTRUCTURE PLATED OR PAINTEDF- 3/8" DIA WEEPS TWO FOR 1/" ANCHORS PER LITE AT 8 FROM 4 1/4"DIA.TAPCON BY ITW CONCRETE AT HEAD,SILL OR MAY BE USED �i'��'•.•• EACH VERTICAL (Fu=125 KSI,Fy=100 KSI) JAMBS F'C=3000 PSI MIN. 1-3/4" 2-1/2" THROUGH OPTIONAL C C-90 HOLLOW/FILLED BLOCK AT JX BUCKS,BY OTHERS '�01 OR PERIMETER SEALANT • ' ' °• .a 1/4"DIA.ULTRACON BY ELCO JAMBS F'M=2000 PSI MIN. MIN.EMBEDMENT, -- " BY OTHERS •° SEE SPECS AT RIGHT (Fu=177 KSI,Fy=155 KSI) MIN.S.G.=0.55 WOOD 1 1/2" 1" H CO Z co ALL Q % •.° ♦ a. ; _ 3 THREADS STEEL IN CONTACT ¢ ,. Z to = = V Z TYPICAL INSTALL.ANCHOR, STEEL:12 GA.MIN.,Fy=36 KSI MIN. PENETRATION PAST 3/4" WITH ALUM.TO BE ; V w SEE SPECS AT RIGHT IN. EDGE DIST., 1/4"DIA.SELF-DRILLING SCREWS(GRADE 5) ALUM.:1/8"MIN.,6063-T5 MIN. METALSTRUCTURE PLATED OR PAINTED PWG#: CONCRETE/MASONRY SE SPECS AT RIGHT D Y KK159 BY OTHERS 18 GA.MIN.STEEL STUD,Fy=33 1-1/2"IN WOOD 1"IN WOOD 1/4"DIA.SELF-DRILLING SCREWS(GRADE 5) KSI MIN.WITH WOOD BACKING H VERTICA SECTION SHEET: 16 OF 20 SILL-DIRECT TO CO CRETE/MASONRY HEAVY CON IGURATION CONCRETE/MASONRY INTERIOR INTERIOR INTERIOR SEE GLAZING BY OTHERS SEE GLAZING SEE GLAZING INTERIOR wnn OPTIONS OPTIONS INTERIOR FINISH SHEETS 3,4 A 5 OPTIONS SHEETS 3,4&5 BY OTHERS °• SHEETS 3,4&5 �� INTERIOR FINISH PERIMETER SEALANT ,. a BY OTHERS cl ., BY OTHERS Iinspires° PERIMETER SEALANT YKK AP AMERICA ' 1229 HWY 441 BYPASS 1X WOOD BUCK BY OTHERS DUBLIN,GEORGIA 31021 BY OTHERS a PH:(478)277-1955 FX:(678)838-6001 CAULK BETWEEN .• g WOOD AND —CONCRETE/MASONRY L M '+ CONCRETE/MASONRY BY OTHERS >, Z BY OTHERS v V) ; p H o 00 PERIMETER SEALANT ' LL ZO m MLo BY OTHERS PERIMETER SEALANT C) p X EXTERIOR FINISH : ::;::: 1 2 1 :�.. BY OTHERS LU w BY OTHERS 1 EXTERIOR FINISH — 17 19 18 � � o v` mw 00 EXTERIOR BY OTHERS V) H on H H m EXTERIOR EXTERIOR o o z H EXTERIOR w H a: a H a Q v O.A. FRAME WIDTH —y a m ui p v O.A. FRAME WIDTH LU 0 � Q a 4� m a VJ! ONTALSECTI N HORIZONTAL SECTION N HORIZONTAL SECTION HORI ONCRETE/MASONRY W/iX BUCK 7 O ZONTAL SECTION LIGHT CONFIGURATION VERTICAL MULLION 7 JAMB-DIRECT TO CONCRETE/MASONRY 7 Q LIGHT CONFIGURATION VERTICAL EXPANSION MULLION LIGHT CONFIGURATION m Z CONCRETE/MASONRY INTERIOR INTERIOR INTERIOR O BY OTHERS SEE GLAZING Z OPTIONS SEE GLAZING H O _ INTERIOR FINISH OPTIONS SHEETS 3,4&5 SHEETS 3,4&5 BY OTHERS °• 1-+ INTERIOR FINISH > v PERIMETER SEALANT ,. BY OTHERS W a w BY OTHERS ° p PERIMETER SEALANT 1X WOOD BUCK BY OTHERS BY OTHERS a CAULK BETWEEN WOOD AND �---CONCRETE/MASONRY � °+ O CONCRETE/MASONRY BY OTHERS Z t BY OTHERS sNN PERIMETER SEALANT ` `` ••••••••••• BY OTHERS PERIMETER SEALANT EXTERIOR FINISH ::::::: 27 2 27 2 8 BY OTHERS O • • r,, BY OTHERS : EXTERIOR FINISH EXTERIOR BY OTHERS 11- ' I- w EXTERIOR EXTERIOR U) s 9 O.A.FRAME WIDTH O.A. FRAME WIDTH '��y•••* PRO``��` p HORIZONTAL SECTIO RIZONTAL SECTION R HORIZONTAL SECTION 7 JAMB-CONCRETE/MASONRY W/1X BUCKw m m ZLij MEDIUM CONFIGURATION arg VERTICAL MULLION ' JAMB-DIRECT TO CONCRETE/MASONRY °•-° _ _ z MEDIUM CONFIGURATION MEDIUM CONFIGURATION 1> V DWG#: YKK159 SHEET: 17 OF 20 ir MIN.EMBEDMENT, n IX WOOD BUCK SEE SPECS,SHEETS 15&16 MIN. EMBEDMENT, (Quality BY OTHERS SEE SPECS,SHEETS 15&16 SEE GLAZING CONCRETE/MASONRY SEE GLAZING INTERIOR SEE GLAZING INTERIOR OPTIONS 1�lS�ltE'S BY OTHERS PTIONS OPTIONS • SHEETS 3,4&5 YKK AP AMERICA INTERIOR FINISH :'_ INTERIOR FINISH DUBLIN,1229 GEORGIA 441 PASS SH .ETS 3,4&5 SHEETS 3,4&5 BY OTHERS BY OTHERS g PH:(478)277-1955 FX:(678)838-6001 PERIMETER SEALANT PERIMETER SEALANT BY OTHERS , BY OTHERS SEE SEPARATE Fw- M CAULK BETWEEN WOOD& °.• - TYP.INSTALLATION APPROVAL FOR DOOR T Z �j # CONCRETE/MASONRY ° ANCHOR,SEE RATINGS&DETAILS O H o o BY OTHERS SHEETS 15&16 _ ___ —— F, Z v vi J M ti O w °o -1 TYP.INSTALL. °• CONCRETE OR r�^ LO U-ui O v MIN.EDGE ANCHOR, MASONRY MIN. EDGE — =p w IC DISTANCE, IC SEE SHEETS ; BY OTHERS DISTANCE, L� vl-i m Z ¢ m SEE SPECS, 15&16 °": PERIMETER SEE SPECS, _—_—-n .___J j o 'p ¢ Z SHEETS 15&16 PERIMETER SEALANT SHEETS 15&16 SEALANT BY OTHERS \J 6� a m ui o BY OTHERS 6 4 7 3 EXTERIOR FINISH 1 5 EXTERIOR FINISH 4 16 7 ¢ a M BY OTHERS • ' . EXTERIOR EXTERIOR EXTERIOR BY OTHERS w 3/8" MAX.SHIM 3/8"MAX.SHIM FOR%6' ANCHORS, FOR 5/6' ANCHORS, o 1/4" MAX.SHIM O.A.FRAME WI TH O.A.FRAME WIDTH 1/4" MAX.SHIM FOR%4 ANCHORS FOR i/4' ANCHORS Co S HORIZONTAL SECTIONT HORIZONTAL SECTION U HORIZONTAL SECTION V HORIZONTAL SECTION Z Z JAMB-CONCRETE/MASONRY W/1X BUCK VERTICAL MULLION JAMB-DIRECT TO CONCRETE/MASONRY DOORJAMB MULLION O HEAVY CONFIGURATION HEAVY CONFIGURATION HEAVY CONFIGURATION Z w! H H V W W s r O Z �� •,,,...,•, �o ;a Q Lo w FF- 6 m m Z ¢ � Z � YLL. ¢ E' _ = vZ to E DWG#: Y YKK159 SHEET: 18 OF 20 ITEM NO. PART NUMBER DESCRIPTION MATERIAL e 1 E9-0622 LIGHT MULLION/JAMB&HEAVY JAMB 6063-T5 InK 2 E9-0655 SHALLOW POCKET FILLER 6063-T5 i 3 E9-0665 HEAVY MULLION 6063-T5 a P 'quatt 4 E9-0656 DEEP POCKET FILLER 6063-T5 i inspires 5 E9-0614 FLUSH FILLER 6063-T5 YKK AP AMERICA 6 E9-0662 LIGHT HEAD OR HEAVY JAMB 6063-T5 1229 HWY 441 BYPASS 7 E1-1062 HEAVY MULLION REINFORCEMENT STEEL 0.078" --) 0.079" DUBLIN,GEORGIA 31021 8 E9-0651 HEAVY HEAD/MEDIUM JAMB 6063-T5 PH:(478)277-1955 FX:(678)838-6001 coF 9 E9-0658 GLASS STOP 6063-T5 Q M 10 E9-0653 HORIZONTAL MEMBER 6063-T5 j $k 11 E9-0664 LIGHT SILL 6063-T5 5.000 1.750 " < H 0 12 E9-0625 LIGHT SILL FLASHING 6063-T5 1.750" 3.898 �ZZ m J rn 13 E9-0652 HEAVY SILL 6063-T5 11[O� -j O V LL- US 14 E9-0619 HEAVY SILL FLASHING 6063-T5 v1 m in ix W U �zs T ¢ 15 E9-0657 SNAP IN COVER 6063-T5 �. F- UJ n co 16 E9-0504 DOOR MULLION 6063-T5 2.500" -�) 0.799" z Inp Z Q 17 E9-0688 FEMALE EXPANSION MULLION 6063-T5 :) Lu W Z Of 1-410 z 18 E9-0689 MALE EXPANSION MULLION 6063-T5 lL H 0 4 :) LLi O LIGHT MULLION/JAMB& HEAVY JAMB O SHALLOW POCKET FILLER -� a. co 19 EXPANSION MULLION REINFORCEMENT STEEL 1 6063-T5 z 6063-T5 Juj 00 23 E2-0084 INTERIOR GLAZING SPACER PC EPDM Q CL M a 24 E2-0095 SETTING BLOCK EPDM 111 25 E2-0088 INTERIOR GLAZING GASKET EPDM ~ N 26 E2-0083 EXTERIOR GLAZING GASKET EPDM a 27 E9-0654 MEDIUM MULLION/JAMB 6063-T5 m yl� 0.079" 0.063" ---I � 0.079" 0.090" o0 5.000" 1.750" P 5.000" 1.750" 3.898" 1.496" 3.898" H Q- 1.750" W � V 2.500" -� 1.390" 0.886" 2.500" -� OHEAVY MULLION DEEP POCKET FILLER FLUSH FILLER HEAVY JAMB &LIGHT HEAD 6063-T5 6063-T5O 5 O z 6063-T5 6063-T5 Z O �j, r- F 59 0.047" 4.969" 0.188" ~ 4.500" 0.085" 1.311" 1.429" ,�,,d�•. •'•� 2.500" 1 2.500" i��'y •* pFt ,`� 1.189" Lo ui o _ co m -� 1.750" �- 1.630" T Hao Z U) Q -� 1.500" 0.071" a 3 `n v 2 Z 0 DWG#: O SSE MULLION REINFORCEMENT 6HEAVY 063 5 HEAD / MEDIUM JAMB O9 6GLASS 063-T5 TOP 10 6063I TONTAL MEMBER y K K 15 9 SHEET: 19 OF 20 YKK 4.969" -� quality F 0.079" 0.079" 0.125" tj P inspires 0.063" 2.500" 2.500" 2.500" YKK AP AMERICA 2 441 BYPASS DUBLIN,GEORGIA 31021 2.500" nL PH:(478))277 7-195195 5 FX:(678)838-6001 Ir 00 fw' M n 5.196" 4.969" I- 5.252" `) v # o LL-O V) uj o M ,Lo u- w C) x 11 LIGHT ILL 12 LIGHT SILL FLASHING 13 HEAVY SILL 14 HEAVY SILL FLASHING =o p m Q 6063-T5 O 6063-T5 O 6063-T5 6063-T5 �; O U) O pp H H m � Q w -JQ H M z aH 'o Q v 0.193" H w mLUp a 0.157" Q 0 a 0.091 Q " 3.898" p 5.0)0" 0.094" 0.091" 5.000" 5.000" m 0.886" 0.079" J Z �- 2.500" -� --I 1.281" 1.281' c) z H o 15 SNAP IN COVER 16 DOOR MULLION 17 FEMALE EXPANSION MULLION 18 MALE EXPANSION MULLION H a O 6063-T5 6063-T5 O 6063-T5 O 6063-T5 ] nc LLl v � w p a $ 0.197" T O Z 4.000" 5.000" O , �? 0.091" w � H 9 3 - ` -1f'- 0.125" w ��''��• •y PRO W 2.500" --) r EXPANSION MULLION REINF. MEDIUM MULLION / JAMB ii, -4 Co m Z v) 19 STEEL 2 6063-T5 ¢ a6 Z ::E u- Q ~ _ = vz s E DWG#: YKK159 SHEET:20 OF 20