Loading...
HomeMy WebLinkAbout7050 Gall Blvd (136)Hunton Construction Change Directive No.: 1 Revision No.: 2 Project Name: ED Expansion & Ortho Renovation Project No.: H-15027.00 Date: 08.04.16 To: Brasfield & Gorrie A R C H I T E C T S The following change(s) and/or revisions in the contract will be required: Response to AHCA Comments, Response to RFI's, Owner Changes & Outstanding Coordination items Attachments: See attached narrative for list of drawings and specifications Proceed as follows: ❑ Proceed with the work described without change in the contract sum or contract time. If the contractor considers work described in this directive to require adjustment in contract sum or contract time, advise the owner immediately in writing prior to proceeding with work. Owner co -signature is not required for this action. ❑ Submit an itemized proposed change order showing labor and material costs associated With the proposed change, indicating either an increase or decrease in contract sum or contract time and the schedule impact for the work. Do not proceed with this work until directed in writing by the owner. Owner co -signature is not required for this item. ® Proceed with work described in this directive immediately. This work will be included in a future change order after negotiation. Owner signature required. ❑ Proceed with work described in this directive immediately on a not -to -exceed basis as noted above. Owner signature required. When signed by architect and/or owner and received by contractor, this document becomes effective immediately as a Construction Change Directive (CCD) and contractor shall proceed as directed above. HuntonBrady Architects P.A. 800 N. Magnolia Ave. Suite 600 Orlando, FL Name: Signatur Date: W• Contractor: Brasfield & Gorrie 941 West Morse Blvd., Suite 200 Winter Park, FL 32789 Name: Jerry Whitfield Signature: Date: Owner: FH Zephyrhills 7050 Gall Blvd. Zephyrhills, FL 33541 Name: Ryan Willis Signature: Date: Copies To: ❑ CA 3.2 ❑ Owner ❑ Other ❑ Contractor ❑ Other ❑ Other 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 PAUL L MACHESKE AR001607? Document changes in CCD No. 1 Revision No. 2 include, but are not limited to, the following list of items: Specifications Spec No Description Remarks Reason for Change 0001 10 Table of Contents - Vol 1 Revised to include sections in this submittal. Coord. 08 33 13 Coiling Counter Doors Added in its entirety. Coord. 08 33 23 Overhead Coiling Doors Removed in its entirety. Coord. 0844 13 Glazed Aluminum Curtain Wall Revised NOA reference to be an FPA reference. Response to AHCA Comment 0871 00 Door Hardware Revised hardware sets Coordination Appendix 08 44 13 Florida Product Approval 5388.3 and 5388.4 Revised from NOA to FPA. Response to AHCA Comment DRAWINGS General Drawings Dwg No Description Remarks Reason for Chan e G000 COVER SHEET Add CCD No. 1 & date Coordination G011 SHEET INDEX Add CCD No. 1 to Drawing List Coordination G110 LIFE SAFETY PLAN - 1ST LEVEL Updated Life Safety Legend Coordination Added RM 1104-A and Owner Change renamed RM 1 104 to Rm 1 104-B Revised walls to be smoke tight AHCA Comment walls around rooms in new A-11 lobby Revised rated walls around RM AHCA Comment 1017 A-20 Added additional exit lights to AHCA Comment match electrical layout A-2 Revised layout of rooms 1012 & Owner Change 1013 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Renamed RM 1 162 to "RESULTS AHCA Comments WAITING" A-32 to A-36 Renamed RM 1021 "FAST AHCA Comment TRACK/ PELVIC EXAM" A-27 Shifted elevator (RM 10E1) 18" RFI 020 Revised layout of RM 1015 & RFI 020 RM 1016 G120 LIFE SAFETY PLAN - 2ND LEVEL Updated Life Safety Legend Coordination 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrody.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No Description Remarks Reason for Change Added "ADA" to name of AHCA Comment rooms 2231, 2233 & 2235 to A-38 clarify intended usage Added "ADA" to name of AHCA Comment rooms 2231, 2233 & 2235 to A-38 clarify intended usage Renamed RM 2201 "STAFF AHCA Comment REST" A-40 Added counter and sink to RM Owner Change 2204 Added sink to RM 2203 Coordination Shifted elevator (RM 20E1) 18" RFI 020 G201 FGI GUIDELINES INFORMATION El -Added enlarged plan AHCA Comment A-6 J4 - Added enlarged plan AHCA Comment A-23 J8 - Added enlarged plan AHCA Comment A-28 Structural Drawings Dwg No Description Remarks Reason for Change S1 1 1 FOUNDATION PLAN - 1ST LEVEL- Shifted elevator Coordination PHASE 1 S121 FLOOR FRAMING PLAN - 2ND Shifted elevator Coordination LEVEL -AREA 1 - PHASE 1 S131 ROOF FRAMING PLAN - 3Ro Shifted elevator Coordination LEVEL -AREA 1 - PHASE 1 S201 SECTIONS AND DETAILS Revised El for shifted elevator. Coordination & Added E10 per RFI RFI Demolition Drawings Dwg No Description Remarks Reason for Change D001 DEMOLITION NOTES AND A14- Added note #23 AHCA Comment TEMPORARY PARTITION DETAILS A-3 DO] 1 CONSTRUCTION PHASING PLAN - Revised Phasing Legend Owner Change Added Phase 2C for Nurse Coordination 1 ST LEVEL Station RM 1151 Added notes for phases AHCA Comment A-14 Renamed RM 1 162 to "RESULTS AHCA Comments WAITING" A-32 to A-36 Dl 1 1 DEMOLITION PLAN - 1ST LEVEL - Added phasing note AHCA Comment PHASE 1 A-4 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ® 407.839.0886 ® www.huntonbrody.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No Description Remarks Reason for Change Added temporary door to AHCA Comment access existing vestibule until A-5 sliding door is relocated Revised location of slab RFI 020 demolition for new elevator Moved Exam Rooms 2-5 from Owner Change Phase 2 to Phase 1 Moved Exam Rooms 1 1-17 from Owner Change Phase 2 to Phase 1 Moved in floor scale from Owner Change Phase 2 to Phase 1 D111 L INTERIM LIFE SAFETY PLAN - 1ST Revised layout of rooms 1012 & Owner Change LEVEL - PHASE 1 1013 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Shifted elevator RM 10E1 18" RFI 020 Moved Exam Rooms 2-5 from Owner Change Phase 2 to Phase 1 Moved Exam Rooms 11-17 from Owner Change Phase 2 to Phase 1 Moved in floor scale from Owner Change Phase 2 to Phase 1 DI 12 DEMOLITION PLAN - 1ST LEVEL - Added phasing note AHCA Comment PHASE 2 A-4 Revised layout of rooms 1012 & Owner Change 1013 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Added temporary walls and Coordination door around nurse station Shifted elevator RM 10EI 18" RFI 020 D121 DEMOLITION PLAN - 2ND LEVEL - Revised location of slab RFI 020 AREA 1 demolition for new elevator D122 DEMOLITION PLAN - 2ND LEVEL - Added demo notes and AHCA Comment AREA 2 added temporary artitions A-15 D411 DEMOLITION CEILING PLAN - 1ST Added phasing note AHCA Comment LEVEL - PHASE 1 A-4 Moved demolition of Exam 2 Owner Change from Phase 2 to Phase 1 D412 DEMOLITION CEILING PLAN - 1ST Added phasing note AHCA Comment LEVEL - PHASE 2 A-4 Architectural Drawings 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrody.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No Description Remarks Reason for Change A012 DOOR SCHEDULES IOCI - Revised door rating AHCA Comment A-9 1012-B & 1013-B - Revised door hardware 1301 - Revised door rating 1302 - Renamed door to Owner Change 1302-A 1302-B - new door Owner Change Moved doors 1108, 1109, 1 1 11, Owner Change 1113, 1 1 14, 1115, 1116, 1125, 1126, 1 127 & 1 128 from Phase 2 to Phase 1 Revised height of door 2101 Coordination Al 10 FLOOR PLAN - 1ST LEVEL - Added RM 1104-A and Owner Change OVERALL renamed RM 1104 to Rm 1104-B Revised layout of rooms 1012 & Owner Change 1013 Renamed RM 1 162 to "RESULTS AHCA Comments WAITING" A-32 to A-36 Renamed RM 1021 "FAST AHCA Comment TRACK/ PELVIC EXAM" A-27 Shifted elevator (RM 10EI) 18" RFI 020 Revised wall tags around RFI 020 elevator Revised layout of Waiting RFI 029 Lobby toilets Al 1 1 FLOOR PLAN - 1ST LEVEL - PHASE Added phasing note AHCA Comment 1 A-4 Revised walls to be smoke tight AHCA Comment walls around rooms in new A-11 lobby Revised layout of rooms 1012 & Owner Change 1013 Revised rated walls around RM AHCA Comment 1017 A-20 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Shifted elevator RM 10EI 18" RFI 020 Revised wall tags around RFI 020 elevator Moved Exam Rooms 2-5 from Owner Change Phase 2 to Phase 1 Moved Exam Rooms 1 1-17 from Owner Change Phase 2 to Phase I 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No Description Remarks Reason for Chan e Moved in floor scale from Owner Change Phase 2 to Phase 1 Revised layout of Waiting RFI 029 Lobby toilets A111 D DIMENSION PLAN - 1ST LEVEL- Added dimensions Coordination PHASE 1 Revised layout of rooms 1012 & Owner Change 1012 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Revised dimension to rooms RFI 015 1203, 1205, 1207 & 1219 Shifted elevator (RM 10E1) 18" RFI 020 Revised dimensions around RFI 020 elevator Moved Exam Rooms 2-5 from Owner Change Phase 2 to Phase 1 Moved Exam Rooms 1 1-17 from Owner Change Phase 2 to Phase 1 Moved in floor scale from Owner Change Phase 2 to Phase 1 Revised layout of Waiting RFI 029 Lobby toilets Al 12 FLOOR PLAN - 1ST LEVEL -PHASE 2 Added RM 1104-A and Owner Change renamed RM 1 104 to Rm 1 104-B Added phasing note AHCA Comment A-4 Revised walls at RM 1015 to be AHCA Comment smoke tight walls A-11 Revised layout of rooms 1012 & Owner Change 1013 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Relocated doors 1016 & 1025-C AHCA Comment A-9 Shifted wall and desks in RM AHCA Comment 1025 A-9 Renamed RM 1162 to "RESULTS AHCA Comments WAITING" A-32 to A-36 Renamed RM 1021 "FAST AHCA Comment TRACK/ PELVIC EXAM" and A-27 added wall type 16A for routing of med gas Shifted elevator (RM 10E1) 18" RFI 020 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dy✓g No Description Remarks �. Reason for Chan ` e Revised layout of RM 1015 & RFI 020 RM 1016 Al 12D DIMENSION PLAN - 1ST LEVEL - Added RM 1104-A and Owner Change PHASE 2 renamed RM 1104 to Rm 1104-B Revised layout of rooms 1012 & Owner Change 1013 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Relocated doors 1016 & 1025-C AHCA Comment A-9 Shifted wall and desks in RM AHCA Comment 1025 A-9 Renamed RM 1162 to "RESULTS AHCA Comments WAITING" A-32 to A-36 Renamed RM 1021 "FAST AHCA Comment TRACK/ PELVIC EXAM" A-27 Revised dimension to rooms RFI 015 1106, 1107, 1162 & 1201 Shifted elevator RM 10E1 18" RFI 020 Revised layout of RM 1015 & RFI 020 RM 1016 A120 FLOOR PLAN - 2ND LEVEL- Added "ADA" to name of AHCA Comment OVERALL rooms 2231, 2233 & 2235 to A-38 clarify intended usa e Renamed RM 2201 "STAFF AHCA Comment REST" A-40 Added counter and sink to RM Owner Change 2204 Added sink to RM 2203 Coordination Shifted elevator RM 20E1 18" RFI 020 A121 FLOOR PLAN - 2ND LEVEL - AREA 1 Shifted elevator (RM 20E1) 18" RFI 020 A 121 D DIMENSION PLAN - 2ND LEVEL - Shifted elevator (RM 20E 1) 18" RFI 020 AREA 1 A 122 FLOOR PLAN - 2ND LEVEL - AREA Added "ADA" to name of AHCA Comment 2 rooms 2231, 2233 & 2235 to A-38 clarify intended usage Renamed RM 2201 "STAFF AHCA Comment REST" A-40 Added counter and sink to RM Owner Change 2204 Added sink to RM 2203 Coordination Revised window tags from "C" Coordination to "E" 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H- 15027.00 Dwg No bei6dpfibn Remarks ecison for Chan New Exterior Wall Section Coordination marker added Infill for the 2 windows along Coordination south edge of east Exterior wall were removed A122D DIMENSION PLAN - 2ND LEVEL - Added "ADA" to name of AHCA Comment AREA 2 rooms 2231, 2233 & 2235 to A-38 clarify intended usage Renamed RM 2201 "STAFF AHCA Comment REST" A-40 Added counter and sink to RM Owner Change .2204 Added sink to RM 2203 Coordination Infill for the 2 windows along Coordination south edge of east Exterior wall were removed A130 FLOOR PLAN - 3RD LEVEL - Shifted elevator 18" RFI 020 OVERALL A131 FLOOR PLAN - 3RD LEVEL - AREA 1 Shifted elevator 18" RFI 020 A231 EXTERIOR WALL SECTION Added Wall Section A 16 Coordination A244 EXTERIOR SECTION DETAILS Sheet added Coordination A251 EXTERIOR PLAN DETAILS AND L 14 & N I -Added details RFI 003 EXTERIOR GLAZED OPENINGS L7 - Added window type "E". Coordination Windows previously noted as "C" are a different size than window type "C" U - Revised Head, Sill and Coordination Jamb Detail references for Window type B, C & D A31 1 ENLARGED ELEVATOR PLANS Al 4, F1 4 & Ll 4 - Shifted RFI 020 AND SECTIONS elevator 18" A41 1 REFLECTED CEILING PLAN - 1ST Added annotation and Clarification LEVEL -PHASE 1 dimensions Moved work for Rooms 1125, Owner Change 1126, 1127 & 1128 to Phase 1 scope Moved work for Exam 11 - 17 to Owner Change Phase I scope Shifted elevator (RM 1 OE 1) 18" RFI 020 Revised layout of Waiting RFI 029 Lobby toilets A412 REFLECTED CEILING PLAN - 1ST Added dimensions Clarification LEVEL - PHASE 2 Added RM 1104-A and Owner Change renamed RM 1104 to Rm 1104-B Revised door locations for 1 Owner Change rooms 1301 & 1302 800 North Magnolia Avenue m Suite600 w Orlando, Florida 32803 m 407.839.0886 m www.huntonbrady.com m #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No Wescnption #f s. Remarla Reasoner Chan e r Added second door to RM Owner Change 1302 Added patient lift to RM 1128 Owner Change Renamed RM 1162 to "RESULTS AHCA Comments WAITING" A-32 to A-36 Revised hard ceiling soffit Coordination Moved work for Rooms 1125, Owner Change 1126, 1127 & 1128 to Phase 1 scope Moved work for Exam 11-17 to Owner Change Phase 1 scope Shifted elevator RM 10E1 18" RFI 020 Revised layout of RM 1015 & RFI 020 RM 1016 A421 REFLECTED CEILING PLAN - 2No Revised ceiling plan to match Coordination LEVEL -AREA 1 existing conditions Shifted elevator RM 20E1 18" RFI 020 A422 REFLECTED CEILING PLAN - 2ND Revised ceiling plans in patient Coordination LEVEL - AREA 2 rooms Added "ADA" to name of AHCA Comment rooms 2231, 2233 & 2235 to A-38 clarify intended usage Renamed RM 2201 "STAFF AHCA Comment REST" A-40 Renamed RM 1021 "FAST AHCA Comment TRACK/ PELVIC EXAM" A-27 A511 ENLARGED PLANS AND El, E6, E10 & El7- Revised Coordination ELEVATIONS - WAITING AREA elevations J1 - Revised ceiling plan in Coordination lobby J10 - Revised wall along Coordination security room down to toilets J 1 & J 11 - Revised radius of RFI 033 column covers and shifted them in Waiting Lobby J 1 & J 11 - Revised layout of RFI 029 Waiting Lobby toilets A512 ENLARGED PLANS AND E4 & E8 - Revised elevations RFI 015 ELEVATIONS - EXAM ROOMS E15 - Revised elevation to Coordination PHASE 1 eliminate headwall and change to in -wall gases A513 ENLARGED PLANS AND A8, Al2 & A16 - Revised Owner Change ELEVATIONS - TRIAGE, WORK elevations E16 - Revised enlarged plan Owner Change AREA & REGISTRATION J 1 - Added call outs for door RFI 003 jamb and door head 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 D ` g o Description Remarks Reason for ' Change A515 ENLARGED PLANS AND Changed "OBSERVE CARE" in AHCA Comments ELEVATIONS -SECURE HOLD sheet name to "RESULTS A-32 to A-36 AND OBSERVE CARE WAITING" J8 - Added dimensions Clarification J8 & J14 - Renamed RM 1162 to AHCA Comments "RESULTS WAITING" A-32 to A-36 N1 - Revised partition walls in Coordination RESULTS WAITING A516 ENLARGED PLANS AND E8 - Revised elevation Owner Change ELEVATIONS - NURSE STATION J8 & J14 - Added RM 1104-A Owner Change and renamed RM 1104 to Rm 1104-B A517 ENLARGED PLANS AND G7 - Revised ceiling plans over Coordination ELEVATIONS -MAIN NURSE nurse station STATION A521 ENLARGED PLANS AND D4 & D8 -adjusted placement Clarification ELEVATIONS - 2No LEVEL of millwork detail tags RECEPTION AND NURSE STATION D12 - Revised elevation to add Owner Change half height wall to create dictation area D15 - Revised call out for Coordination counter A522 ENLARGED PLANS AND E8 - Revised elevation to add 3 RFI 035 ELEVATIONS - PATIENT ROOMS switches above bed for multifunction light A523 ENLARGED PLANS AND A4 - Added elevation Owner Change ELEVATIONS - PATIENT ROOMS Al - Revised elevation to add RFI 035 3 switches above bed for multifunction light A601 INTERIOR ELEVATIONS - TOILETS - Revised elevations Coordination 1ST LEVEL N1 - Added enlarged plan Coordination N4 - Added interior elevation Coordination A602 ENLARGED PLANS & INTERIOR D15 & G15 - Revised plan Coordination ELEVATIONS - TOILETS - 2ND K8, K11 & K15 - Revised interior Accepted VE LEVEL elevations to remove the from Item non -wet walls A651 INTERIOR SECTION DETAILS J 1 - added section detail RFI 005 Added details N1, N4 & N8 Coordination A671 TYPICAL MILLWORK DETAILS J4 - Revised millwork section Coordination A711 EQUIPMENT PLAN - 1 ST LEVEL - Revised layout of rooms 1012 & Owner Change PHASE 1 1013 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Shifted elevator (RM 10E1) 18" RFI 020 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No [description ° ` Remarks fedson for Qhane Revised layout of Waiting RFI 029 Lobby toilets A712 EQUIPMENT PLAN - 1ST LEVEL - Added RM 1104-A and Owner Change PHASE 2 renamed RM 1104 to Rm 1104-B Revised layout of rooms 1012 & Owner Change 1013 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Added patient lift to RM 1128 Owner Change Revised layout of RM 1021 and AHCA Comment renamed to "FAST TRACK/ A-27 PELVIC EXAM Renamed RM 1162 to "RESULTS AHCA Comments WAITING" A-32 to A-36 Renamed RM 1021 "FAST AHCA Comment TRACK/ PELVIC EXAM" A-27 Shifted elevator (RM 10E1) 18" RFI 020 A721 EQUIPMENT PLAN - 2ND LEVEL - Shifted elevator (RM 20E1) 18" RFI 020 AREA 1 A722 EQUIPMENT PLAN - 2ND LEVEL - Added "ADA" to name of AHCA Comment AREA 2 rooms 2231, 2233 & 2235 to A-38 clarify intended usage Renamed RM 2201 "STAFF AHCA Comment REST" A-40 Added counter and sink to RM Owner Change 2204 Added sink to RM 2203 Coordination A801 FINISH LEGEND Revised finish schedule Coordination A811 FINISH PLAN - 1ST LEVEL - PHASE Revised layout of rooms 1012 & Owner Change 1 1013 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Shifted elevator (RM 10E1) 18" RFI 020 Revised layout of Waiting RFI 029 Lobby toilets A812 FINISH PLAN - 1ST LEVEL - PHASE Added RM 1104-A and Owner Change 2 renamed RM 1104 to Rm 1104-B Revised layout of rooms 1012 & Owner Change 1013 Revised door locations for Owner Change rooms 1301 & 1302 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrody.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg No Description : ; Remarks Reoson�r Chan e Added second door to RM Owner Change 1302 Renamed RM 1162 to "RESULTS AHCA Comments WAITING" A-32 to A-36 Renamed RM 1021 "FAST AHCA Comment TRACK/ PELVIC EXAM" A-27 Shifted elevator (RM 10E1) 18" RFI 020 A813 ENLARGED FINISH PLANS - 1ST Al - Shifted elevator (RM 10E1) RFI 020 LEVEL - PHASE 1 AND PHASE 2 18" L1 - Added finishes to rooms in Coordination scope A821 FINISH PLAN - 2ND LEVEL - AREA 1 Shifted elevator (RM 20E 1) 18" RFI 020 A822 FINISH PLAN - 2ND LEVEL - AREA Added "ADA" to name of AHCA Comment 2 rooms 2231, 2233 & 2235 to A-38 clarify intended usage Renamed RM 2201 "STAFF AHCA Comment REST" A-40 Added counter and sink to RM Owner Change 2204 Added sink to RM 2203 Coordination A911 FLOOR PATTERN PLAN - 1sT LEVEL Adjusted floor pattern, altered Coordination - PHASE 1 hatch patterns Revised layout of rooms 1012 & Owner Change 1013 Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Shifted elevator (RM 10E1) 18" RFI 020 A912 FLOOR PATTERN PLAN - 1sT LEVEL Adjusted floor pattern, altered Coordination - PHASE 2 hatch patterns Added RM 1104-A and Owner Change renamed RM 1104 to Rm 1104-B Revised door locations for Owner Change rooms 1301 & 1302 Added second door to RM Owner Change 1302 Renamed RM 1162 to "RESULTS AHCA Comments WAITING" A-32 to A-36 Renamed RM 1021 "FAST AHCA Comment TRACK/ PELVIC EXAM" A-27 Shifted elevator (RM 10E1) 18" RFI 020 A921 FLOOR PATTERN PLAN - 2ND Shifted elevator (RM 20E1) 18" RFI 020 LEVEL - AREA 1 A922 Revised floor pattern plan I Coordination 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 Dwg o . Description 'Remarks Recison for a Chan06 FLOOR PATTERN PLAN - 2No Added "ADA" to name of AHCA Comment LEVEL - AREA 2 rooms 2231, 2233 & 2235 to A-38 clarify intended usa e Renamed RM 2201 "STAFF AHCA Comment REST" A-40 Added counter and sink to RM Owner Change 2204 Added sink to RM 2203 Coordination Fire Protection Drawings Dwg No ° Ddscr flan erriarks R+eos o fc r C n e FP211 FIRE PROTECTION PLAN - LEVEL 1 - Added exam 2 & 3 to Phase 1 Coordination PHASE 1 FP212 FIRE PROTECTION PLAN - LEVEL 1 - Removed exam 2 & 3 to Phase 2 Coordination PHASE 2 Plumbing Drawings Dwg No F ` De criptior, Remarks Reast"n fair Change P001 GENERAL INFO, LEGENDS & SHEET Revised Plumbing Fixture INDEX - PLUMBING Schedule Pl l l GRAVITY DEMOLITION PLAN - LEVEL Revised Piping. Sink Added 1 - PHASE 1 P112 PRESSURE DEMOLITION PLAN - Revised Piping Floor Plan Changes LEVEL 1 - PHASE 1 P211 GRAVITY PLAN - LEVEL 1 - PHASE 1 Revised Piping Floor Plan Changes P212 GRAVITY PLAN - LEVEL 1 - PHASE 2 Revised Piping, Revised Plumbing Floor Plan Changes fixture to . P221 GRAVITY PLAN - LEVEL 2 - AREA 2 Revised Piping, Revised Plumbing Floor Plan Changes fixture tag. Added Sink P311 PRESSURE PLAN - LEVEL 1 - PHASE 1 Revised Piping, Added Sink Floor Plan Changes P312 PRESSURE PLAN - LEVEL 1 - PHASE 2 Revised Piping, Revised Plumbing Floor Plan Changes fixture to . P321 PRESSURE PLAN - LEVEL 2 - AREA 2 Revised Piping, Revised Plumbing Floor Plan Changes fixture tag. Added Sink P411 MEDICAL GAS PLAN - LEVEL 1 - Revised Piping Floor Plan Changes PHASE 1 P412 MEDICAL GAS PLAN - LEVEL 1 - Revised Piping Floor Plan Changes PHASE 2 P601 PLUMBING RISER DIAGRAMS - Revised Piping Floor Plan Changes GRAVITY P602 PLUMBING RISER DIAGRAMS - Revised Piping Floor Plan Changes GRAVITY P603 PLUMBING RISER DIAGRAMS - Revised Piping, Revised Plumbing Floor Plan Changes GRAVITY fixture to . Added Sink P604 PLUMBING RISER DIAGRAMS - Revised Piping Floor Plan Changes PRESSURE 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 CCD No. 1 Revision No. 2 Narrative Project Name: FH Zephyrhills ED Expansion & Ortho Renovation Project No.: H-15027.00 DiVg No. rip#ion Remarks t easd for ang. , P605 PLUMBING RISER DIAGRAMS - Revised Piping Floor Plan Changes PRESSURE P606 PLUMBING RISER DIAGRAMS - Revised Piping, Revised Plumbing Floor Plan Changes PRESSURE fixture tag. Added Sink Mechanical Drawings Dwg No ` Description Remarks Reason for Change Mill DEMOLITION PLAN - LEVEL 1 - Revised existing piping layout. Coordination PHASE 1 Revised ductwork to reflect phasing changle. Ml 12 DEMOLITION PLAN - LEVEL 1 - Revised ductwork to reflect Coordination PHASE 2 phasina change. M21 1 DUCTWORK PLAN - LEVEL 1 - Removed FCU from COMM 1019. AHCA Comment PHASE 1 Replaced with air from central air handling system. Revised ductwork to reflect phasing change. Rearranged notes to fit on sheet. M212 DUCTWORK PLAN - LEVEL 1 - Revised ductwork to reflect PHASE 2 hasin change. M222 DUCTWORK PLAN - LEVEL 2 - AREA Removed FCU from IDF CLOSET AHCA Comment 2 2221. Replaced with air from central air handling system. Re- route new exhaust duct down to 1 st floor. M231 DUCTWORK PLAN - LEVEL 3 - AREA Revised ductwork phasing to 1 reflect phasin change. M31 1 PIPING PLAN - LEVEL 1 - PHASE 1 Revised piping layout. Coordinafion/AHC A Comment M312 PIPING PLAN - LEVEL 1 - PHASE 2 Revised piping layout. Coordination M322 PIPING PLAN - LEVEL 2 - AREA 2 Revised piping layout. AHCA Comment M501 MECHANICAL SCHEDULES Revised schedules. Removed Coordination/AHC FCU-2A-1, FCU-ED1-3, FCU-ED1-4. A Comment Added CV-ED-3 and CV-2A-22. Electrical Drawings Dwg No Descriptionc gen E001 ELECTRICAL LEGEND Added a7 and d7 AHCA Comment E002 ELECTRICAL ONE -LINE DIAGRAM Adjust elevator breaker and feeder Submittals E010 OVERALL PHASING PLAN Changed Phasing AHCA Comment E211 POWER PLAN - LEVEL 1 - PHASE 1 Added tamper resistant rece tacles AHCA Comment E212 POWER PLAN - LEVEL 1 - PHASE 2 Revised circuiting VE, AHCA E222 POWER PLAN - LEVEL 2 - AREA 1 Removed fcu connection Coordination E311 LIGHTING PLAN - LEVEL 1 - PHASE 1 Added life safety li htin AHCA Comment E312 LIGHTING PLAN - LEVEL 1 - PHASE 2 Exit sign coordination AHCA Comment 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrody.com ■ #AAC001744 TABLE OF CONTENTS 0001 10 SECTION 00 01 10 - TABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS DIVISION 00 — PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 10 - Table of Contents (Revised as part of Addendum No. I Revision No. 1, dated 05.10.16) (Revised as part of CCD No. 1 Revision No. 2, dated 07.15.16) 00 41 20 - Trench Safety Act 00 72 13 - General Conditions 00 73 29 - Supplementary Conditions SPECIFICATIONS DIVISION 01 -- GENERAL REQUIREMENTS 00 11 00 - Summary of Work 01 41 00 -Regulatory Requirements 01 42 16 - Definitions 01 42 19 -Reference Standards 01 43 00 -Contractor's Quality Assurance 01 45 00 -Contractor's Quality Control 01 c 5 29 -Testing Laboratory Services PAUL L. MACHESKE AR0016073 01 45 31 Code -Required Special Inspections 01 45 3, - AHCA Approvals and Inspections 01 50 00 Temporary Facilities and Controls 01 58 00 - i iect Identification 01 66 00 - i °ti -:ct Storage and Handling Requirements 01 71 23 - Field Engineering 01 73 29 - Cutting and Patching 01 74 13 - Progress Cleaning 01 74 23 - Final Cleaning 01 77 00 -Closeout Procedures 01 78 23 - Operation and Maintenance Data 01 78 36 - Warranties, Guarantees, and Bonds 01 78 39 -Record Documents DIVISION 02 -- EXISTING CONDITIONS 02 41 00 - Demolition DIVISION 03 -- CONCRETE 03 05 05 - Underslab Vapor Barrier AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0001 10-1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1 REVISION NO. 2 07.15.16 TABLE OF CONTENTS 0001 10 03 11 00 - Concrete Forming 03 21 00 - Concrete Reinforcing 03 30 00 - Cast -in -Place Concrete 03 35 11 - Concrete Floor Finishes 03 52 16 - Lightweight Insulating Concrete DIVISION 04 -- MASONRY 04 05 14 - Masonry Mortaring 04 05 17 - Masonry Grouting 04 05 23 - Masonry Accessories 04 20 00 - Concrete Unit Masonry DIVISION 05 -- METALS 05 12 00 - Structural Steel Framing 05 31 00 Steel Decking 05 40 00 - Cold -Formed Metal Framing 05 50 00 - Metal Fabrications 05 75 00 - Decorative Formed Metal DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES 06 10 00 - Rough Carpentry 06 20 00 - Finish Carpentry 06 41 00 - Architectural Wood Casework 06 61 00 - Simulated Stone Fabrications DIVISION 07 -- THERMAL AND MOISTURE PROTECTION 07 17 13 - Bentonite Panel Waterproofing 07 21 00 - Thermal Insulation 07 24 00 - Exterior Insulation and Finish Systems (Revised as part of Addendum No. 1 Revision No. 1, dated 05.10.16) 07 25 00 - Weather Barriers 07 52 00 - Modified Bituminous Membrane Roofing 07 54 00 - Thermoplastic Membrane Roofing (Revised as part of Addendum No. 1 Revision No. 1, dated 05.10.16) 07 62 00 - Sheet Metal Flashing and Trim 07 72 00 - Roof Accessories 07 81 00 - Applied Fireproofing 07 84 00 - Firestopping 07 91 00 - Preformed Joint Seals AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0001 10-2 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1 REVISION NO.2 07.15.16 TABLE OF CONTENTS 0001 10 07 92 00 - Joint Sealants 07 95 13 - Expansion Joint Cover Assemblies DIVISION 08 -- OPENINGS 08 11 13 - Hollow Metal Doors and Frames 08 14 16 - Flush Wood Doors 08 31 00 - Access Doors and Panels 08 3313 - Coiling Counter Doors (Added as part of CCD No. 1 Revision No. 2, dated 07.15.16) (Omitted as part of CCD No. 1 Revision No. 2, dated 07.15.16) 08 42 29 - Automatic Entrances 08 42 43 - Intensive Care Unit / Critical Care Unit Entrances 08 43 13 - Aluminum -Framed Storefronts 08 44 13 - Glazed Aluminum Curtain Walls (Revised as part of CCD No. 1 Revision No. 2, dated 07.15.16) 08 56 54 - Security and Detention Windows 08 71 00 - Door Hardware (Revised as part of CCD No. 1 Revision No. 2, dated 07.15.16) 08 80 00 - Glazing (Revised as part of Addendum No. 1 Revision No. 1, dated 05.10.16) 08 88 16 - Integrated Blinds Glazing DIVISION 09 -- FINISHES 09 21 16 - Gypsum Board Assemblies 09 24 00 - Portland Cement Plastering 09 30 00 - Tiling 09 51 00 - Acoustical Ceilings 09 51 26 - Acoustical Wood Ceilings 09 54 16 - Luminous Ceilings 09 65 00 - Resilient Flooring 09 72 00 - Wall Coverings 09 90 00 - Painting and Coating 09 96 00 - High -Performance Coatings DIVISION 10 -- SPECIALTIES 10 21 23 - Cubicles 10 26 01 - Wall and Corner Guards 10 28 00 - Toilet, Bath, and Laundry Accessories AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS CCD NO. 1 REVISION NO.2 PAUL L. MACHESKE AR0016073 0001 10-3 04.15.16 07.15.16 TABLE OF CONTENTS 0001 10 10 44 00 - Fire Protection Specialties 10 51 00 - Lockers DIVISION 11 -- EQUIPMENT 11 52 23 - Audio -Visual Equipment Supports DIVISION 12 -- FURNISHINGS 12 24 00 - Window Shades 12 36 00 - Countertops 12 48 13 - Entrance Floor Mats and Frames DIVISION 13 -- SPECIAL CONSTRUCTION DIVISION 14 -- CONVEYING EQUIPMENT 14 20 10 - Passenger Elevators END OF SECTION 00 01 10 AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0001 10-4 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1 REVISION NO.2 07.15.16 TABLE OF CONTENTS 0001 10 SECTION 08 33 13 - COILING COUNTER DOORS PART 1 GENERAL 1.01 SECTION INCLUDES A. Non -fire -rated coiling counter doors and operating hardware. B. Fire -rated coiling counter doors and operating hardware. C. Electric motor operation; wiring from electric circuit disconnect to operator to control station. 1.02 SUBMITTALS A. See Section 01 33 00 - Submittal Procedures. B. Product Data: Submit manufacturer's standard literature showing materials and details of construction and finish. Include data on electrical operation. C. Shop Drawings: Indicate rough and actual opening dimensions, anchorage methods, hardware locations, and installation details. D. Samples: Submit two slats, 4 inches long illustrating shape, color and finish texture. E. Manufacturer's Instructions: Indicate installation sequence and installation, adjustment, and alignment procedures. F. Operation and Maintenance Data: Indicate modes of operation, lubrication requirements and frequency, and periodic adjustments required. G. Project Record Documents: Include as -built electrical diagrams for electrical operation and connection to fire alarm system. 1.03 QUALITY ASSURANCE A. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories Inc. as suitable for the purpose specified and indicated. B. Pre -Installation Conference: The Contractor shall hold a pre -installation conference at the job site with all trades affected by the work of this section, to include representatives from the manufacturer and installer, at least two weeks prior to commencement of such work. The Contractor shall advise the Architect and the Owner's Representative at least three working days prior to the date of the meeting. The purpose of the meeting is to ensure the following: 1. Clear understanding of drawings, specifications and approved submittal data 2. Onsite inspection and acceptance of existing conditions 3. Means and methods of installation 4. Coordination with the work of other trades AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CCD NO. 1 REVISION NO.2 083313-1 07.15.16 TABLE OF CONTENTS 0001 10 5. Schedule, delivery, storage and protection of all materials relating to the work of this section. 6. The contractor shall take and distribute minutes of the meeting to those in attendance within five working days thereafter. 1.04 WARRANTY A. See Section 01 78 36 Warrantees, Guarantees and Bonds. B. Provide a five year Manufacturer's Warrantee to repair or replace defective material. C. Provide a two year Warrantee to repair or replace materials due to defective installlation. PART 2 PRODUCTS 2.01 COILING COUNTER DOORS A. Coiling Counter Doors, Non -Fire -Rated: Aluminum slat curtain. 1. Mounting: As indicated on the Drawings. 2. Provide integral frame, sill, and counter of some material and finish. 3. Nominal Slat Size: 1-1/4 inches wide. 4. Slat Profile: Flat. 5. Guides: Formed track; same material and finish unless otherwise indicated. 6. Hood: Manufacturer's standard, finished to match curtain. 7. Electric operation. 8. Locking Devices: Provide door 3 button control station with keyed lockout for the motorized door; end lock required (refer to Part 3 for Installation of end lock). 2.02 MATERIALS A. Curtain Construction: Interlocking, single thickness slats. 1. Slat Ends: Alternate slats fitted with end locks to act as wearing surface in guides and to prevent lateral movement. 2. Curtain Bottom: Fitted with angles to provide reinforcement and positive contact in closed position. 3. Steel Slats: ASTM A653/A653M galvanized steel sheet, with minimum G90/Z275 coating; minimum thickness 22 gage, 0.03 inch. 4. Aluminum Slats: ASTM B221 (ASTM B221 M), aluminum alloy Type 6063; minimum thickness 0.05 inch. B. Guide Construction: Continuous, of profile to retain door in place, with mounting brackets of same metal. 1. Guides for Galvanized Curtains: ASTM A36/A36M steel angles, size as indicated, hot -dip galvanized per ASTM A123/A123M. 2. Aluminum Guides: Extruded aluminum channel, with wool pile runners along inside. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CCD NO. 1 REVISION NO.2 083313-2 07.15.16 TABLE OF CONTENTS 0001 10 C. Hood Enclosure: Internally reinforced to maintain rigidity and shape. D. For motor operated units, additional lock or latching mechanisms are not required. E. Roller Shaft Counterbalance: Steel pipe and torsion steel spring system, capable of producing torque sufficient to ensure smooth operation of curtain from any position and capable of holding position at mid -travel; with adjustable spring tension; requiring 25 lb nominal force to operate. 2.03 ELECTRIC OPERATION A. Operator, Controls, Actuators, and Safeties: Listed and classified by UL (BMD), UL (EAUED), or testing agency acceptable to authorities having jurisdiction as suitable for the purpose specified and indicated. 1. Provide interlock switches on motor operated units. B. Electric Operators: 1. Mounting: Side mounted. 2. Motor Enclosure: NEMA MG 1. 3. Motor Rating: As recommended by manufacturer; continuous duty. 4. Motor Voltage: 24 volt, single phase, 60 Hz. 5. Opening Speed: 12 inches per second. 6. Manual override in case of power failure. C. Control Station: Standard three button (OPEN -STOP -CLOSE) momentary control for each operator. l . 24 volt circuit. 2. Surface mounted. D. Safety Edge: Located at bottom of curtain, full width, electro-mechanical sensitized type, wired to stop operator upon striking object, hollow neoprene covered. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that opening sizes, tolerances and conditions are acceptable. 3.02 INSTALLATION A. Install units in accordance with manufacturer's instructions. B. Use anchorage devices to securely fasten assembly to wall construction and building framing without distortion or stress. C. Securely and rigidly brace components suspended from structure. Secure guides to structural members only. D. Fit and align assembly including hardware; level and plumb, to provide smooth operation. l . End lock shall be installed so curtain cannot be removed from guide. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 33 13 - 3 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CCD NO. 1 REVISION NO.2 07.15.16 TABLE OF CONTENTS 0001 10 E. Coordinate installation of electrical service with Section 26 27 17. G. Complete wiring from disconnect to unit components. H. Complete wiring from fire alarm system. 3.03 TOLERANCES A. Maintain dimensional tolerances and alignment with adjacent work. B. Maximum Variation From Plumb: 1 /16 inch. C. Maximum Variation From Level: 1 /16 inch. D. Longitudinal or Diagonal Warp: Plus or minus 1 /8 inch per 10 ft straight edge. 3.04 ADJUSTING A. Adjust operating assemblies for smooth and noiseless operation. 3.05 CLEANING A. Clean installed components. B. Remove labels and visible markings. END OF SECTION 08 33 13 AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CCD NO. 1 REVISION NO.2 083313-4 07.15.16 LOAD WIDTH I LOAD WIDTH Jtt NUIt NU. Y UN CORNER LEFT CORNER LEFT SHEET 2. I LOAD WIDTH LOAD WIDTH I j� INTERMEDIATE INTERMEDIATE �j D.L.O. D.L.O. D.L.O. D.L.O. D.L.O. ,N W c�CENTERLINE CENTERLINE �����NE EXTERIOR ELEVATION: MULTI -SPAN CURTAINWALL `�� Q`• '' y� ;• ': ' S • 16 • i TE OF ' '�; + Ole eOR10?'.•' �� *so go. �� ��_ e,E�; ... , • t V RAWING TITLE DENDUM "A" TO DRAWING NO. 1789 & 1790 AD TABLES FOR KAWNEER COMPANY'S 7 13/16" EP 1600 SYSTEM 1 LMI & SMI CURTAIN WALLS N0. REVISION DESCRIPTION BY DATE CONSULTANTS W. SCHAEFER ENGINEERING &CONSULTING. P.A. (CA 6809) 7480 150TH COURT NORTH PALM BEACH GARDENS, FL 33418 PHONE: 561-744-3424 MANUFACTURER KAWNEER COMPANY. INC. 555 GUTHRIDGE COURT NORCROSS, GA 1 2r-DPIA.IN 770-449-5555 BY. DATE: SHEET NO. 1 OF 8 REV. FOR USE OF THE LOAD _TABLE HERE —IN, THE FOLLOWING SHALL APPLY, 1. FOR CURTAIN WALL DETAILS, SEE DRAWING 1789 OR 1790. 2. SEE THE ELEVATION ON SHEET 1 FOR FRAME MEMBER LOAD WIDTH, SPAN & ANCHOR TYPE REFERENCE. NOTE THAT THE LOAD WIDTH "W" VALUE USED IN THE LOAD TABLE FOR ANY CORNER FRAME MEMBER SHALL BE THE LESSER OF LOAD WIDTH AT THE LEFT & RIGHT SIDE OF THE CORNER. 3. THE LOAD TABLE HERE -IN HAS BEEN DEVELOPED USING A SIMPLIFIED CONSERVATIVE DESIGN APPROACH TO DETERMINE ALLOWABLE DESIGN PRESSURES FOR EACH MULTI -SPAN CURTAIN WALL ANCHOR AND VERTICAL FRAME MEMBER REINFORCEMENT CONDITION. IF A MORE EXACT COST EFFICIENT APPROACH IS DESIRED TO DETERMINE CURTAIN WALL MEMBER REINFORCEMENT REQUIREMENTS, ANCHOR REQUIREMENTS, AND ALLOWABLE LOADS, REFERENCE TO SHEET 2 & 3 OF DRAWING 1789 OR 1790 SHALL BE MADE. 4. WITH INTERMEDIATE VERTICAL FRAME MEMBERS, REGARDLESS OF WHETHER OR NOT THIS LOAD TABLE REQUIRES REINFORCEMENT IN THE MEMBERS, THERE SHALL BE A MINIMUM OF A 36" LONG SECTION OF R1 REINFORCEMENT PLACED AT EACH INTERMEDIATE WIND & DEAD LOAD ANCHOR LOCATION CENTERED WITH THE ANCHOR. 5. VERTICAL FRAME MEMBER SPLICE LOCATIONS SHALL BE WITHIN 1/3 THE SPAN DISTANCE (L/3) FROM A SUPPORT BUT NO CLOSER THAN 18" FROM THE CENTERLINE OF INTERMEDIATE WIND OR DEAD LOAD ANCHORS (MUST STAY 18" AWAY FROM SUPPORT TO ALLOW FOR THE REQUIRED REINFORCEMENT SPECIFIED IN NOTE #4). EXAMPLE: IF THE SPAN BETWEEN SUPPORTS IS 12 FT., THE SPLICE SHALL OCCUR NO MORE THAN 12/3 = 4 FT. & NO LESS THAN 18" FROM A SUPPORT. 6. VERTICAL MEMBER SPLICES MAY NOT OCCUR WITHIN THE TOP MOST OR BOTTOM MOST SPAN OF ANY CURTAIN WALL UNLESS THEY ARE A DISTANCE OF L/3 (+/-10%) FROM THE WIND OR DEAD LOAD ANCHOR. 7. FOR USE OF THIS TABLE, VERTICAL MEMBER REINFORCEMENT, WHEN REQUIRED, MUST RUN FULL HEIGHT OF THE WALL SPLICED ONLY AT VERTICAL FRAME MEMBER SPLICE LOCATIONS. END SET BACK FROM TOP & BOTTOM OF THE WALL MAY BE UP TO 18". SET BACK FROM A SPLICE SHALL BE WITHIN 6" OF THE SPLICE. 8. WHEN DETERMINING THE ALLOWABLE PRESSURE FOR A FRAME MEMBER TOP & BOTTOM END SUPPORT, THE LARGEST OF THE END AND ITS ADJOINING SPAN SHALL BE USED AS THE APPLICABLE SPAN LENGTH IN THE LOAD TABLE. 9. WHEN DETERMINING THE ALLOWABLE PRESSURE FOR AN INTERMEDIATE WIND OR DEAD LOAD ANCHOR, THE LARGEST OF THE SPANS ON EITHER SIDE OF THE SUPPORT SHALL BE USED AS THE APPLICABLE SPAN LENGTH IN THE LOAD TABLE. 10. WHEN DETERMINING THE ALLOWABLE PRESSURE FOR A FRAME MEMBER, IF SPANS VARY BETWEEN SUPPORTS, THE LARGEST SPAN SHALL BE USED AS THE APPLICABLE SPAN LENGTH IN THE LOAD TABLE. HOWEVER, IF MULTIPLE ADJOINING SPANS ARE SMALLER THAN OTHER SPANS, THE SMALLER ADJOINING SPANS MAY BE CONSIDERED IN THIS LOAD TABLE PER THE SPAN DIAGRAM ON SHEET 3. NOTE THAT WHEN A SMALLER SPAN ADJOINS A LARGER SPAN, THE LARGER SPAN MUST BE USED WHEN DETERMINING REINFORCEMENT AND LOAD REQUIREMENTS FOR THE ADJOINING SMALLER SPAN. 11. PARAPETS (TOP OF WALL FRAME MEMBER CANTILEVER) MAY APPLY PROVIDING THE HEIGHT OF THE PARAPET ABOVE THE TOP MOST WIND OR DEAD LOAD ANCHOR DOES NOT EXCEED THE LESSER OF 1/3 THE SPAN LENGTH BELOW THE ANCHOR OR 48". WHEN DETERMINING THE ALLOWABLE PRESSURE FOR THE PARAPET EXTENSION & THE ANCHOR BELOW THE PARAPET, THE LARGER SPAN EXISTING BELOW THE ANCHOR SHALL BE USED AS THE APPLICABLE SPAN LENGTH IN THE LOAD TABLE. 12. VERTICAL MEMBER REINFORCEMENT, WHEN REQUIRED IN A PARAPET EXTENSION, SHALL EXTEND UP PAST THE TOP MOST SUPPORT A MINIMUM OF 2/3 THE LENGTH OF THE PARAPET EXTENSION. INSTRUCTIONS OF USE OF MULTI —SPAN LOAD_ TABLE: 1. READ & UNDERSTAND ALL NOTES ON THIS SHEET. 2. DETERMINE THE APPLICABLE SPAN LENGTH FOR THE VERTICAL FRAME MEMBER BEING CONSIDERED. MAY CONSIDER ALL SPANS OF ONE VERTICAL MEMBER EQUAL TO THE LARGEST SPAN ALONG THAT MEMBER OR CONSIDER SPANS BASED ON THE EXAMPLE SHOWN ON SHEET 3. 3. DETERMINE THE LOAD WIDTH FOR THE FRAME MEMBER BEING CONSIDERED PER THE ELEVATION ON SHEET 1. 4. ENTER THE LOAD TABLE ON SHEET 4 OR 5, CHECK EACH FRAME MEMBER TYPE, CHOOSE THE LEAST REINFORCED ONE THAT MEETS THE JOB REQUIRED DESIGN PRESSURE & USE THAT MEMBER OR ONE WITH MORE REINFORCEMENT. 5. CHECK EACH APPLICABLE ANCHOR TYPE TO INSURE IT MEETS THE JOB REQUIRED DESIGN PRESSURE. 6. REPEAT STEPS 2 THROUGH 5 FOR EACH VERTICAL FRAME MEMBER. `ov111111/ll, oft J No. 44135 �ilop ew r RTIF T TITLE ,N M NO. REVISION DESCRIPTION BY DATE oo 0 % (TNDUM A TO DRAWING NO. 1789 & 1790 TABLES FOR KAWNEER COMPANY'S 7 13/16" EP 1600 SYSTEM 1 LMI & SMI CURTAIN WALLS CONSULTANTS MANUFACTURER ""��4t�� W. W. SCHAEFER ENGINEERING KAWNEER COMPANY, INC. & CONSULTING, P.A. (CA 6809) 555 GUTHRIDGE COURT 7480 150TH COURT NORTH NORCROSS, GA 30092 DRAWN BY: DATE SHEET NO. REV. WA W. SCHAEFER P.E. PALM BEACH GARDENS, FL 33418 P.E. NO. 44135 PHONE: 561-744-3424 770-449-5555 2 OF 8 EXAMPLE FOR DETERMINING MEMBER SPAN VALUES "L" WHEN MULTIPLE ADJOINING SPANS ARE SMALLER THAN THE LARGER SPAN(S) IN THE WALL SYSTEM. 0 SPAN C SPAN B < SPAN A I O FOR ALLOWABLE DESIGN PRESSURE VALUES AT ANCHORS 1. 2. 6. 7 & 8: SPAN A CONSIDER SPAN "L" IN THE LOAD TABLE = SPAN "A" FOR ALLOWABLE DESIGN PRESSURE VALUES AT ANCHORS 3 4 & 5: CONSIDER SPAN "L" IN THE LOAD TABLE = SPAN "B" O FOR ALLOWABLE DESIGN PRESSURE ON MEMBERS BETWEEN X-1. 1-2. 2-3. SPAN B 5-6. 6-7 & 7-8: CONSIDER SPAN T' IN THE LOAD TABLE = SPAN "A" O FOR ALLOWABLE DESIGN PRESSURE ON MEMBERS BETWEEN 3-4 & 4-5: SPAN B CONSIDER SPAN T' IN THE LOAD TABLE = SPAN "B" EXAMPLE NOTES: 1. THE QUANTITY OF ADJOINING SMALLER SPANS SHALL BE MINIMUM 3 FOR ANY SPAN B INDIVIDUAL SMALLER SPAN TO BE CONSIDERED AS THE APPLICABLE SPAN VALUE "L" IN THE LOAD TABLE.. 0 2. WHEN A SMALLER SPAN ADJOINS A LARGER SPAN, THE LARGER SPAN MUST BE USED WHEN DETERMINING REINFORCEMENT AND LOAD REQUIREMENTS FOR THE SPAN B ADJOINING SMALLER SPAN. SPAN A `�QQe °••�'�CENgF•• ��i�f���s r No. 44135 SPAN A 9 STATE OF cc e •......• %a /ONAI. t!� rs.ee4��a�• CERTIFICATION DRAWING TITLE NO. REVISION DESCRIPTION BY DATE ADDENDUM "A" TO DRAWING NO. 1789 & 1790 TABLES FOR APR 16 D EP 600 SYSTEM K1 WLMI & SMI^ CURTAIN WALLS)" CONSULTANTS MANUFACTURER W. W. SCHAEFER ENGINEERING KAWNEER COMPANY, INC. �°r & CONSULTING, PA. (CA 6809) 555 GUTHRIDGE COURT 7480 150TH COURT NORTH NORCROSS, GA 30092 DRAwN BY: DATE: SHEET N0. REV_ WAR W. SCHAEFER P.E. PALM BEACH GARDENS, FL 33418 P.E. N0. 44139 PHONE: 561-744-3424 770-449-5555 3 OF 8 MULTI -SPAN CURTAIN WALL LOAD TABLE (CORNER FRAME MEMBER) ALLOWABLE PRESSURE (+/-PSF) SPAN "L" (IN.) LOAD WIDTH (IN.) CORNER FRAME MEMBER CONNECTION TYPE T-ANCHOR INTERMEDIATE WL OR DL ANCHOR END WL OR DL ANCHOR 40.381 71.9 71.8 71.9 90.0 37 78.4 78.4 78.4 90.0 167.5 34 85.4 85.3 85.4 90.0 32 90.0 90.0 90.0 90.0 40.38 82.9 77.1 77.2 90.0 156 37 90.0 84.2 84.2 90.0 34 90.0 90.0 90.0 90.0 151 40.38 88.5 79.7 79.7 90.0 37 90.0 86.9 87.0 90.0 35 90.0 90.0 90.0 90.0 145 40.38 90.0 83.0 83.0 90.0 37 90.0 90.0 90.0 90.0 139 40.38 90.0 86.6 86.6 90.0 38 90.0 90.0 90.0 90.0 133 140.381 90.0 1 90.0 1 90.0 1 90.0 LEGEND FOR MULTI -SPAN LOAD TABLES SPAN "L" = SPAN BETWEEN SUPPORTS R4 = FRAME MEMBER WITH REINFORCEMENT R4 LOAD WIDTH = LOAD WIDTH FOR A VERTICAL FRAME MEMBER R5 = CORNER FRAME MEMBER WITH REINFORCEMENT R5 RO = FRAME MEMBER WITH NO REINFORCEMENT WL ANCHOR = WIND LOAD ANCHOR R1 = FRAME MEMBER WITH REINFORCEMENT R1 DL ANCHOR = DEAD LOAD ANCHOR R2 = FRAME MEMBER WITH REINFORCEMENT R2 N/A = NOT APPLICABLE R3 = FRAME MEMBER WITH REINFORCEMENT R3 NOTE: SEE DRAWING 1789 OR 1790 FOR REINFORCEMENT AND ANCHOR DESCRIPTIONS AND DETAIL. SCH ` j.•� C S •.• si No. 44135 •'0 's*= oc 'sue STATE OF �'�: F sfl#* O dA1-%.0 firlistI1 0ERTIFICATION DRAWING TITLE NO. REVISION DESCRIPTION BY DATE ADDENDUM "A• TO DRAWING NO. 1789 & 1790 (LOAD TABLES FOR KAWNEER COMPANY'S 7 13/16" 2016 DEEP 1600 SYSTEM 1 LMI & SMI CURTAIN WALLS CONSULTANTS MANUFACTURER W. W. SCHAEFER ENGINEERING KAWNEER COMPANY. INC. & CONSULTING. P.A. (CA 6809) 555 GUTHRIDGE COURT 7480 150TH COURT NORTH NORCROSS, GA 30092 DPAWN BY: I DATE SHEET NO. REV. WARREN W. SCHAEFER P.E. PALM BEACH GARDENS. FL 33418 P.E. NO. "139 PHONE: 561-744-3424 770-449-5555 4 of 8 MULTI -SPAN CURTAIN WALL LOAD TABLE (INTERMEDIATE FRAME MEMBERS) ALLOWABLE PRESSURE (+/-PSF) SPAN LOAD FRAME MEMBER TYPE CONNECTION TYPE 1" (IN.) WIDTH (IN.) RO R1 R2 R3 R4 T-ANCHOR U-ANCHOR INTERMEDIATE WL OR DL ANCHOR END WL OR DL ANCHOR 76.25 N/A 45.6 62.4 72.0 81.0 90.0 60.7 81.0 90.0 73 N/A 47.6 65.2 1 75.2 84.6 90.0 63.5 84.6 90.0 67 N A 51.9 71.0 81.9 90.0 90.0 69.1 90.0 90.0 61 N/A 57.0 78.0 90.0 90.0 90.0 75.9 90.0 90.0 167.5 55 N/A 63.2 86.5 90.0 90.0 90.0 84.2 90.0 90.0 49 N/A 70.9 90.0 90.0 90.0 90.0 90.0 90.0 90.0 43 N/A 80.8 90.0 90.0 90.0 90.0 90.0 90.0 90.0 38 N/A 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 76.25 N/A 52.5 71.9 83.0 90.0 90.0 65.2 87.0 87.0 73 N/A 54.9 75.1 86.7 90.0 90.0 68.1 90.0 90.0 67 N A 59.8 81.9 90.0 90.0 90.0 74.2 90.0 90.0 156 61 N/A 65.7 89.9 90.0 90.0 90.0 81.5 90.0 90.0 55 N/A 72.8 90.0 90.0 90.0 90.0 90.0 90.0 90.0 49 N/A 81.7 90.0 90.0 90.0 90.0 90.0 90.0 90.0 44 N/A 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 76.25 N/A 61.6 84.4 90.0 90.0 90.0 70.7 90.0 90.0 73 N/A 64.4 88.2 90.0 90.0 90.0 73.8 90.0 90.0 67 N/A 70.2 90.0 90.0 90.0 90.0 80.4 90.0 90.0 144 61 N/A 77.1 90.0 90.0 90.0 90.0 88.3 90.0 90.0 59 N/A 85.5 90.0 90.0 90.0 90.0 90.0 90.0 90.0 55 N/A 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 52 N/A 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 76.25 N/A 67.1 90.0 90.0 90.0 90.0 73.7 90.0 90.0 73 N/A 70.1 90.0 90.0 90.0 90.0 77.0 90.0 90.0 138 67 N/A 76.4 90.0 90.0 90.0 90.0 83.9 90.0 90.0 61 N/A 83.9 90.0 90.0 90.0 90.0 90.0 90.0 90.0 56 N/A 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 76.25 N/A 73.4 90.0 90.0 90.0 90.0 77.1 90.0 90.0 132 73 N/A 76.6 90.0 90.0 90.0 90.0 80.5 90.0 90.0 67 N/A 83.5 90.0 90.0 90.0 90.0 87.7 90.0 90.0 62 N/A 90.0 90.0 190.0 90.0 90.0 90.0 90.0 90.0 76.25 N/A 80.5 90.0 90.0 90.0 90.0 80.8 90.0 90.0 126 73 N A 84.1 90.0 90.0 90.0 90.0 84.4 90.0 90.0 68 N/A 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 76.25 N/A 88.8 90.0 90.0 90.0 90.0 84.8 90.0 90.0 120 73 90.0 90.0 90.0 90.0 90.0 88.6 90.0 90.0 71 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 76.25 r75.2 90.0 90.0 90.0 90.0 90.0 89.3 90.0 90.0 73 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 114 67 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 61 . 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 76.25 80.2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 108 73 83.8 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 68 90.0 190.0 1 90.0 1 90.0 90.0 90.0 90.0 90.0 90.0 102 76.25 90.0 1 90.0 1 90.0 1 90.0 90.0 90.0 90.0 90.0 90.0 ` III111111111 N I S C) i i Np.44135•'� .. �S CERTIFICATION : •AD p STATE S El W. �r1*reel & W. SCHAEFER P.E. .E. NO. 4413� 'ING TITLE iENDUM "A" TO DRAWING NO. 1789 & 1790 4D TABLES FOR KAWNEER COMPANYS 7 13/16" P 1600 SYSTEM 1 LMI & SMI CURTAIN WALLS) CONSULTANTS W. SCHAEFER ENGINEERING CONSULTING, P.A. (CA 6809) 7480 150TH COURT NORTH PALM BEACH GARDENS, FL 33418 PHONE: 561-744-3424 MANUFACTURER KAWNEER COMPANY, INC. 555 GUTHRIDGE COURT NORCROSS, GA 30092 770-449-5555 DESCRIPTION 5OF8 DATE ALLOWABLE DESIGN PRESSURE (SINGLE SPAN REINFORCED CURTAIN WALL WITH REINFORCEMENT R1) MAXIMUM MAXIMUM ALLOWABLE PRESSURE FRAME LOAD (POS & NEG PSF) HEIGHT (IN.) WIDTH (IN.) AT STANDARD & CORNER MULLION AT DOOR JAMB MULLION 76 1/4 67.1 67.1 72 71.1 71.1 138 68 5/8 74.6 74.6 62 82.6 82.6 56 90.0 90.0 76 1/4 73.4 73.4 132 72 77.7 77.7 68 5/8 81.5 81.5 62 90.0 90.0 76 1/4 80.5 80.5 126 72 85.3 85.3 68 5/8 89.5 89.5 120 76 1/4 88.8 84.8 72 90.0 89.8 114 76 1/4. 90.0 89.3 75 90.0 90.0 112 176 1/4 90.0 90.0 PRESSURE TABLE NOTES: 1. SEE ELEVATION ON SHEET 4 OF DRAWING 1789 OR 1790 FOR DIMENSIONING OF LOAD WIDTH. 2. PRESSURES SHOWN ARE SPECIFIC TO EACH INDIVIDUAL FRAME MEMBER SUPPORT AREA. ALLOWABLE PRESSURE MAY VARY FROM BAY TO BAY AS DICTATED BY EACH INDIVIDUAL FRAME MEMBER CONDITION. 3. LESSER OF PRESSURES STATED IN THIS TABLE & THE ALLOWABLE GLASS PRESSURE, AS SHOWN ON SHEET 1 OF DRAWING 1789 OR 1790, SHALL CONTROL AS ALLOWABLE FOR THE WALL ASSEMBLY. 4. LESSER PRESSURE AT DOOR FRAME MEMBER IS DUE TO THE DOOR JAMB U-ANCHOR HAVING A LESSER CAPACITY THAN THAT OF THE T-ANCHOR. ®� W, 3Cyq f®�s s o �/� 0 ••�,\GENSF •••. t� si ��i• No. 44135 ;09 s do STATE OF :emNA- `��lf�.aeee4Ra��s CERTIFICATION DRAWING TITLE NO. REVISION DESCRIPTION BY DATE ADDENDUM "A" TO DRAWING NO. 1789 & 1790 (LOAD TABLES FOR KAWNEER COMPANY'S 7 13/16" DEEP 1600 SYSTEM 1 LMI & SMI CURTAIN WALLS APR CONSULTANTS MANUFACTURER 4 2016 W. W. SCHAEFER ENGINEERING KAWNEER COMPANY, INC. & CONSULTING, P.A. (CA 6809) 555 GUTHRIDGE COURT 7480 150TH COURT NORTH NORCROSS, GA 30092 FDRAWN BY: DATE: SHEET NO. REV. WA W. SCHAEFER P:E. PALM BEACH GARDENS, FL 33418 AV NO. 44139 PHONE: 561-744-3424 770-449-5555 6 of $ W' 9S ♦ Q` �• ;I I •�� �� sueo : No, 44135 s �( e eft STAT do .�E OF W, • LOIR �O �e R ALLOWABLE DESIGN PRESSURE (SINGLE SPAN REINFORCED CURTAIN WALL WITH REINFORCEMENT R3) MAXIMUM FRAME HEIGHT (IN.) MAXIMUM LOAD WIDTH (IN.) ALLOWABLE PRESSURE (POS & NEG PSF) AT STANDARD & CORNER MULLION AT DOOR JAMB MULLION 152 76 1 /4 78.3 67.0 72 83.0 70.9 68 5/8 87.0 74.4 62 90.0 82.4 56 90.0 90.0 147 76 1 /4 81.0 69.3 72 85.8 73.3 68 5/8 90.0 77.0 62 90.0 85.2 58 90.0 90.0 144 76 1 /4 82.7 70.7 72 87.6 74.9 68 5/8 90.0 78.6 62 90.0 86.9 59 90.0 90.0 138 76 1 /4 86.3 73.8 72 90.0 78.1 68 5/8 90.0 82.0 62 90.0 90.0 132 76 1 /4 90.0 77.1 72 90.0 81.7 68 5/8 90.0 85.7 65 90.0 90.0 126 76 1 4 90.0 80.8 72 90.0 85.6 68 5/8 90.0 89.8 120 76 1 4 90.0 84.8 72 90.0 89.8 114 76 1 4 90.0 89.3 75 90.0 90.0 112 176 1 /4 90.0 90.0 PRESSURE TABLE NOTES: 1. SEE ELEVATION ON SHEET 4 OF DRAWING 1789 OR 1790 FOR DIMENSIONING OF LOAD WIDTH. 2. PRESSURES SHOWN ARE SPECIFIC TO EACH INDIVIDUAL FRAME MEMBER SUPPORT AREA. ALLOWABLE PRESSURE MAY VARY FROM BAY TO BAY AS DICTATED BY EACH INDIVIDUAL FRAME MEMBER CONDITION. 3. LESSER OF PRESSURES STATED IN THIS TABLE & THE ALLOWABLE GLASS PRESSURE, AS SHOWN ON SHEET 1 OF DRAWING 1789 OR 1790, SHALL CONTROL AS ALLOWABLE FOR THE WALL ASSEMBLY. 4. LESSER PRESSURE AT DOOR FRAME MEMBER IS DUE TO THE DOOR JAMB U-ANCHOR HAVING A LESSER CAPACITY THAN THAT OF THE T-ANCHOR. fSCHAE DRAWING TITLE " " NO. REVISION DESCRIPTION BY DATE ADDENDUM A TO DRAWING NO. 1789 & 1790 (LOAD TABLES FOR KAWNEER COMPANY'S 7 13/16" DEEP 1600 SYSTEM 1 LMI & SMI CURTAIN WALLS CONSULTANTS MANUFACTURER W. W. SCHAEFER ENGINEERING KAWNEER COMPANY, INC. & CONSULTING. P.A. (CA 6809) 555 GUTHRIDGE COURT 7480 150TH COURT NORTH NORCROSS, GA 30092 DRAWN BY: DATE: SHEET N0. REV. WE. PALM BEACH GARDENS, FL 33418 ... PHONE 561-744-3424 770-449-5555 7 OF 8 N W S�NA�/,i i\ Q`� ••'•BEN ••'•e �� // No. 44135 s 00 �w STATE OFdo o P�tttlll� ALLOWABLE DESIGN PRESSURE (SINGLE SPAN REINFORCED CURTAIN WALL WrrH REINFORCEMENT R4) MAXIMUM FRAME HEIGHT (IN.) MAXIMUM LOAD WIDTH (IN.) ALLOWABLE PRESSURE (POS & NEG PSF) AT STANDARD & CORNER MULLION AT DOOR JAMB MULLION 159 76 1/4 74.9 64.0 72 79.3 67.8 68 5/8 83.2 71.1 62 90.0 78.7 56 90.0 87.2 54 90.0 90.0 147 76 1/4 81.0 69.3 72 85.8 73.3 68 5 8 90.0 77.0 62 90.0 85.2 58 90.0 90.0 144 76 1/4 82.7 70.7 72 87.6 74.9 68 5 8 90.0 78.6 62 90.0 86.9 59 90.0 90.0 138 76 1/4 86.3 73.8 72 90.0 78.1 68 5 8 90.0 82.0 62 90.0 90.0 132 76 1/4 90.0 77.1 72 90.0 81.7 68 5 8 90.0 85.7 65 90.0 90.0 126 76 1/4 90.0 80.8 72 90.0 85.6 68 5 8 90.0 89.8 120 76 1/4 90.0 84.8 72 90.0 89.8 114 76 1/4 90.0 89.3 75 90.0 90.0 112 76 1/4 90.0 1 90.0 PRESSURE TABLE NOTES: 1. SEE ELEVATION ON SHEET 4 OF DRAWING 1789 OR 1790 FOR DIMENSIONING OF LOAD WIDTH. 2. PRESSURES SHOWN ARE SPECIFIC TO EACH INDIVIDUAL FRAME MEMBER SUPPORT AREA. ALLOWABLE PRESSURE MAY VARY FROM BAY TO BAY AS DICTATED BY EACH INDIVIDUAL FRAME MEMBER CONDITION. 3. LESSER OF PRESSURES STATED IN THIS TABLE & THE ALLOWABLE GLASS PRESSURE, AS SHOWN ON SHEET 1 OF DRAWING 1789 OR 1790, SHALL CONTROL AS ALLOWABLE FOR THE WALL ASSEMBLY. 4. LESSER PRESSURE AT DOOR FRAME MEMBER IS DUE TO THE DOOR JAMB U-ANCHOR HAVING A LESSER CAPACITY THAN THAT OF THE T-ANCHOR. CERTIFICATION DRAWING MILE NO. REVISION DESCRIPTION BY DATE M ADDENDUM A» TO DRAWING NO. 1789 & 1790 (LOAD TABLES FOR KAWNEER COMPANY'S 7 13/16" DEEP 1600 SYSTEM 1 LMI & SMI CURTAIN WALLS)_ /RENW 2m CONSULTANTS MANUFACTURER L 1 W. W. SCHAEFER ENGINEERING KAWNEER COMPANY, INC. & CONSULTING, P.A. (CA 6809) 555 GUTHRIDGE COURT 7480 150TH COURT NORTH NORCROSS, GA 30092 DRAWN BY: DATE SHEET NO. REV. AEFER P.E. PALM BEACH GARDENS. FL 33418... 44133 PHONE: 561-744-3424 770-449-5555 8 OF 8 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN PRESSURE TABLES)". 7- OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (WHIZ) & IS SMALL MISSILE IMPACT RATED. 5. THIS PRODUCT MAY NOT BE INSTALLED AT ELEVATIONS BELOW 30 FT. ABOVE GRADE OR AT ANY CODE DESIGNATED LARGE MISSILE IMPACT LOCATION WITHOUT AN APPROVED SHUTTER. 6. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE, PRESSURE TREATING CHEMICALS IN THE WOOD. 7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALITY FACTOR OF Kd = 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 9. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE- WITH THE FBC AND THE FLORIDA DEPARTMENT OF 'BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. PRODUCT ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURERS QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 10. CERTIFICATION OF THIS PRODUCT SHALL BE.CONSIDERED VOID IF IT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. DRAWING USE INSTRUCTIONS: 1. DETERMINE IF. THE WALL SYSTEM IS TO BE A MULTI -SPAN, REINFORCED SINGLE SPAN, OR NON -REINFORCED SINGLE SPAN CONDITION. IF MULTI -SPAN, ALL CONDITIONS SHOWN ON SHEETS 2 & 3 SHALL APPLY. IT A REINFORCED SINGLE SPAN, ALL CONDITIONS SHOWN ON SHEET 4 SHALL APPLY. IF A NON -REINFORCED SINGLE SPAN, ALL CONDITIONS SHOWN ON SHEET 5 SHALL APPLY. 2. CONDITIONS MAY NOT BE MIXED BETWEEN WALL SYSTEM TYPES, 3. ALLOWABLE GLASS PRESSURE SHALL BE CONSIDERED WITH ALL WALL CONDITIONS AND SHALL CONTROL IF LESS THAN THOSE ALLOWABLE PRESSURES STATED FOR THE APPLICABLE FRAMING SYSTEM. FREE SPANNING IA►AB PERIMETER SEAT ANT NOTE (APPLICABLE TO R EVATION ON SHEET 5)- WHEN THERE IS NO CONTINUOUS JAMB SUPPORT, THE MINIMUM & MAXIMUM ALLOWABLE SPACE BETWEEN JAMB FRAME MEMBERS & THE OPENING SUBSTRATE OR FINISHES SHALL BE SPECIFIED BY THE ENGINEER OR ARCHITECT OF RECORD FOR EACH JOB BUT SHALL NOT BE LESS THAN 1/2" NOR GREATER THAN 1 3/8". WHEN CONSIDERING TYPE, DEPTH & JOINT SPAN OF SEALANT, THE ENGINEER/ARCHITECT SHALL TAKE INTO CONSIDERATION THE DEFLECTION -OF THE JAMB MEMBER THAT WOULD OCCUR WHILE SUPPORTING THE JOB REQUIRED DESIGN WIND PRESSURE. ALSO TO BE CONSIDERED SHALL BE THE MATERIALS & SURFACES TO WHICH THE SEALANT WILL BE APPLIED. CORNER CONSTRUCTION: STANDARD FRAMING AT TOP & BOTTOM HORIZONTAL MEMBERS: VERTICAL MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (ITEM #14). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL FRAME MEMBER WITH 2 NO. 12 X 1 7/8" FHTF SCREWS. THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 X 7/8" PHTF SCREWS. CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT. STANDARD FRAMING AT INTERMEDIATE HORIZONTAL MEMBERS: HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL FRAME MEMBERS VIA A SHEAR BLOCK (REM #16). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL FRAME MEMBER WITH 2 NO. 12 X 1 7/8" FHTF SCREWS. THE INTERMEDIATE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 X 7/8" FHTF SCREWS. CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT. TYPICAL 90 DEGREE CORNER FRAMING: VERTICAL CORNER MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE MITER CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (ITEM #15). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL CORNER FRAME MEMBERS WITH 3 NO. 12 X 7/16" PHTF SCREWS. THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 X 1/2" FHTF SCREWS. CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT. 90 DEGREE CORNER FRAMING AT SPLICE JOINT LOCATIONS: VERTICAL CORNER MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE MITER CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (ITEM #18). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL CORNER FRAME MEMBERS WITH 2 NO. 12 X 7/16" PHTF SCREWS (2 PER SHEAR BLOCK), THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO, 12 X 1/2" FHTF SCREWS (2 PER SHEAR BLOCK). CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT. STANDARD FRAMING AT SPLICE JOINT LOCATIONS: VERTICAL MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (ITEM #17)_ THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL CORNER FRAME MEMBERS WITH 2 NO. 12 X 1 7/8" PHTF SCREWS (2 PER SHEAR BLOCK). THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 X 1/2" FHTF SCREWS (2 PER SHEAR BLOCK). CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT. THESE I.G_ GLASS OPTIONS ARE NOT APPLICABLE FOR USE WITH A VERTICAL CORNER FRAME MEMBER. I.G. GLASS MAY ONLY BE APPLIED BETWEEN INTERMEDIATE & JAMB FRAME MEMBERS (KAWNEER DOES NOT SUPPLY A CORNER PRESSURE PLATE FOR USE WITH I.G. GLASS) GLASS D.LO. SIZE VS. PRESSURE GLASS OPTIONS MAXIMUM D.LO. WIDTH MAXIMUM D.L.O. HEIGHT ALLOWABLE DESIGN PRESSURE 1, 2, 3 & 4 58 1/2" 82 1/8" +/-90 PSF 51 3/8" 93 1/2" +/-90 PSF 50 5/8" 94 3/4" +/-90 PSF 73 3/4" 54 5/8" +/-90 PSF 1 & 2 58 1/2" 93 1/2" +/-65 PSF 57 3/4" 94 3/4" +/-65 PSF 5 & 6 58 1/2" 93 1/2" +/-90 PSF 57 3/4" 94 3/4- +/-90 PSF 73 3/4" 54 5/8" +/-90 PSF SEE GLAZING DETAILS FOR GLASS OPTIONS HEIGHT & WIDTH MAY NOT BE INTERCHANGED! RED. THEY MAY NOT BE USED FOR THE ASSEMBLY )R INSTALLATION OF ANY OTHER PRODUCT NOR MAY BE USED FOR RATIONAL AND/OR LOCAL APPRO/AL N PRODUCT NOT PRODUCED BY THE MANUFACTURER MAXIMUM ALLOWABLE FRAMING MEMBER DEFLECTION L/180 (SPAN OF MEMBER DIVIDED BY 180) NOTE: THIS IS THE MAXIMUM ALLOWABLE DEFLECTION AS RESTRICTED BY THE BUILDING CODE. IF JOB CONDITIONS REQUIRE LESS DEFLECTION, THE JOB CONDITIONS SHALL CONTROL. ANCHOR LEGEND ANCHOR SYMBOL ANCHOR DESCRIPTION ® STANDARD WIND LOAD ANCHOR ® CORNER WIND LOAD ANCHOR m STANDARD DEAD LOAD ANCHOR ® CORNER DEAD LOAD ANCHOR STANDARD T-ANCHOR CORNER T-ANCHOR DOOR JAMB U-ANCHOR A,IF-ANCHOR (FRAME MEMBER ENDS) SEE SHEETS 6-10 FOR DETAILS OF ANCHORS VERTICAL MEMBER REINFORCEMENT LEGEND R1 = REINFORCEMENT PART NUMBER 36 R2 = REINFORCEMENT PART NUMBER 36 & 37 R3 = REINFORCEMENT PART NUMBERS 36, 37 & 38 R4 = REINFORCEMENT PART NUMBERS 36, 37, 38 & 39 RS = REINFORCEMENT PART NUMBER 40 SEE PARTS DRAWINGS & PARTS LIST FOR APPLICABLE REINFORCEMENT MEMBERS & THEIR DETAIL EVALUATION OF THIS PRODUCT 5 BASED ON APPLICABLE STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS - THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EAA:ITT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT, PRIOR TO STATIt CODE COMPLIANCE WITH THE STATE, THE MANUFAC URER SHALL CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED HERE -IN IS CURRENT WITH ALL CURRENT TESTING, CODES AND APPUCABLE STANDARDS. DOTE: INFORMATION ON THIS SHE APPLIES TO ALL ELEVATIONS. =3 i v wm o W4��i a Urn .- M ¢W¢H n � voi z � 3 coi 0 03� M\\\111111tf//� �o CI bZ w ffQQ1\\ SHEET NO. 1 OF 18 1. WITH EACH APPLICABLE JOB, SHOP DRAWINGS SHALL BE PREPARED AND CERTIFIED BY A LICENSED ENGINEER EXPERIENCED WITH CURFAIN WALL DESIGN. 2. THE RESPONSIBLE ENGINEER SHALL DESIGN THE WALL SYSTEM SEPARATELY FOR EACH JOB & CONFIRM THAT ALL CONDITIONS STATED HERE -IN HAVE BEEN CONSIDERED AND ADHERED TO IN THAT DESIGN. & IN HIS/HER DESIGN, THE RESPONSIBLE ENGINEER SHALL VERIFY THE INTEGRITY OF ALL CONNECTIONS AND FRAMING MEMBERS & SHALL TAKE RILL RESPONSIBILITY FOR THE INTEGRITY OF THE SYSTEM DESIGN AS A WHOLE WHILE NOT ALLOWING THE CONDITIONS STATED HERE -IN TO BE EXCEEDED. ALLOWABLE SUPPORT REACTIONS AND VERTICAL FRAMING MEMBER BENDING MOMENTS SHALL NOT EXCEED THOSE STATED IN THE TABLES ON THIS SHEET, REGARDLESS OF JOB DESIGN 4. THE CURTAIN WALL DESIGN ENGINEER SHALL CONSIDER ALL APPLICABLE REACTION LOADS IN HIS/HER DESIGN WHILE NOT ALLOWING THE REACTIONS RESUTUNG FROM WIND LOADS TO EXCEED THOSE SPECIFIED IN THE ANCHOR REACTION LOAD TABLE S THE WORSE CASE OF THE CONDITIONS SPECIFIED IN THIS PRODUCT APPROVAL DRAWING AND THOSE DETERMINED BY THE INDIVIDUAL JOB ENGINEER'S ANALYSIS & DESIGN SHALL CONTROL AS APPLICABLE FOR THE ACTUAL JOB, IL REGARDLESS OF JOB DETERMINED MEMBER STRESS & DEFLECTION CONDITIONS, THE FOLLOWING SHALL APPLY: A REINFORCEMENT TYPE R1 MUST BE PLACED BETWEEN SUPPORTS IN &L VERTICAL INTERMEDIATE FRAME MEMBERS THAT SPAN OVER 114" BETWEEN THEIR SUPPORTS (NOT REQUIRED IF THE UNSUPPORTED SPAN IS 114" OR LESS & THE JOB DESIGN ALLOWS FOR NO REINFORCEMENT). B. IF BETWEEN 2 DOOR UNITS, THE VERTKAL FRAMING MEMBER SHALL BE REINFORCED. REINFORCEMENT SHALL BEGIN MAXIMUM 12- UP FROM THE SILL & EXTEND MINIMUM 12' PAST THE DOOR HEAD FRAME C. ALL VERTICAL INTERMEDIATE FRAMING MEMBERS SHALL BE REINFORCED ACROSS ALL INTERMEDIATE DEAO/WIND LOAD ANCHOR LOCATIONS WITH ONE OF THE REINFORCEMENT TYPES R7, R2 OR R3 AS SPECIFIED IN THE ELEVATION THIS REINFORCEMENT SHALL EXTEND A MINIMUM OF 18" ABOVE & BELOW THE SUPPORT. D: REINFORCEMENT TYPE R4 IS REQUIRED IN ALL VERTICAL CORNER FRAME MEMBERS. IT SHALL BE CONTINUOUS BETWEEN ALL MEMBER SPLICE JOINTS AND EXTEND TO WITHIN 24" OF WALL BASE, 1Y OF A SPLICE & 18. OF THE WALL TOP. 7. REINFORCEMENT IS NOT REQUIRED TO BE CONTINUOUS TOP TO BOTTOM WITHIN THE VERTICAL FRAMING MEMBERS. REINFORCEMENT MAY BE NDN-CONTINUOUS, AS DETERMINED FOR EACH JOB, PROVIDING IT MEETS THE MINIMUM GUIDELINES OF THIS DRAWING. L THIS ELEVATION SHOWS THE 16DO CURTAIN WALL SYSTEM 1 IN A MULTI -STORY APPLICATION. THE NUMBER OF FLOORS WITH WHICH THIS SYSTEM MAY BE USED RANGE FROM TWO(2) TO UNUMITED WITH THE ONLY RESTRICTIONS BEING THE MAXIMUM SPAN BETWEEN FLOORS/SUPPORTS AND THE MAXIMUM D.LO. SIZES SPECIFIED. I. SPLICING OF VERTICAL FRAME MEMBERS MAY OCCUR BETWEEN SUPPORTS AS REQUIRED. LOCATION OF THOSE SPLICES SHALL BE WHERE A BENDING MOMENT OF NEAR ZE100) EXISTS IN THE MEMBER 10. THE MULTI -SPAN ELEVATION SHOWN SHOWS ONE DOOR SECTION. MULTIPLE DOOR SECTIONS MAY OCCUR SIDE -BY SIDE IN ONE WALL SYSTEM PROVIDING ALL REQUIREMENTS WITHIN THIS DRAWING ARE MET AND THE JOB DESIGN ALLOWS FOR THE MULTIPLE DOOR CONDITION. 11. ALTHOUGH A DOOR SECTION IS SHOWN, THAT SECTION MAY EXIST WITH OR WITHOUT A DOOR. 12. THE ELEVATION HERE -IN STOWS T-ANCHORS AT THE BASE OF THE WALL ONLY. THESE ANCHORS MAY ALSO BE USED AT THE TOP OF A WALL IN UEU OF THE WIND/DEAD LOAD ANCHORS SHOWN PROVIDING THE SPAN BETWEEN THE T-ANCHORS AND THE BELOW WIND/DEAD LOAD ANCHORS DOES NOT EXCEED 167 1/2" (SAME SPAN AS AT THE BASE) & THEY ARE INSTALLED THE SAME AS SHOWN AT THE BASE T-ANCHORS MAY APPLY AT THE TOP END OF A DOOR JAMB FRAME MEMBER. (1) MAXIMUM ALLOWABLE BENDING MOMENTS IN VERTICAL FRAMING MEMBERS (FOR USE WITH MULTI -SPAN CURTAIN WALL) (2) (3) MAXIMUM VERTICAL MEMBER ALLOWABLE BENDING MOMENT (POS & NEG) INTERMEDIATE MEMBER WITH NO REINFORCEMENT 61934 IN -LB INTERMEDIATE MEMBER WITH REINFORCEMENT 'R1' 84610 IN -LB INTERMEDIATE MEMBER WITH REINFORCEMENT "R2" 115852 IN -LB INTERMEDIATE MEMBER WITH REINFORCEMENT "R3" 133705 IN -LB INTERMEDIATE MEMBER WITH REINFORCEMENT 'R4" 150418 IN -LB CORNER MEMBER WITH REINFORCEMENT "R5" 4)141377 IN -LB NOTES: (1) THE VALUES IS THIS TABLE ARE APPLICABLE TO THE JOB REQUIRED DESIGN OF THE MULTI -SPAN WALL SYSTEM & NEED NOT BE CONSIDERED WITH SINGLE SPAN WALLS. ALL SINGLE SPAN MEMBER & REINFORCEMENT CONDITIONS SHALL BE AS SPECIFICALLY SPECIFIED IN THE SINGLE SPAN ELEVATIONS. (2) FOR DESCRIPTIONS OF REINFORCEMENTS, SEE THE "VERTICAL MEMBER REINFORCEMENT LEGEND'. (3) ALL VALUES ARE BASED ON THE WORSE CASE OF TESTED MOMENT AND ALLOWABLE MOMENT. (4) MOMENT VALUE SHOWN FOR THE CORNER MULLION IS DUE TO THE RESULTANT LOAD IN THE PLANE OF THE MULLION (LOAD FROM BOTH SIDES COMBINED INTO A RESULTANT). FOR SINGLE SIDE LOAD, THE ALLOWABLE MOMENT SHALL NOT EXCEED 70688 IN -LB. IN THAT DIRECTION (LOAD VECTOR 45 DEGREES TO MULLION ANGLE). ANCHOR REACTION LOAD CAPACITY (MULTI -SPAN CURTAIN WALL) ANCHOR ANCHOR (1)MAXIMUM SYMBOL DESCRIPTION ALLOWABLE REACTION LOAD ES ISTANDARD WIND LOAD ANCHOR 8980 LBS ® CORNER WIND LOAD ANCHOR (2) 5967 LBS m STANDARD DEAD LOAD ANCHOR 8980 LBS ® CORNER DEAD LOAD ANCHOR (2) 5967 LBS STANDARD T-ANCHOR 3152 LBS CORNER T-ANCHOR (2) 1789 LBS DOOR JAMB U-ANCHOR 2694 LBS MilIF-ANCHOR (FRAME MEMBER ENDS) 1131 LBS (1) MAXIMUM ALLOWABLE REACTION LOADS SHOWN CONSIDER REACTIONS FROM WIND LOADS ONLY & APPLY TO BOTH POSITIVE & NEGATIVE WIND DIRECTIONS. IN ADDITION TO WIND LOADS, THE CURTAIN WALL DESIGN ENGINEER OF RECORD FOR EACH PROJECT SHALL ALSO CONSIDER OTHER APPLICABLE LOADS SUCH AS, BUT POSSIBLY NOT LIMITED TO, DEAD LOADS FROM THE CURTAIN WALL WEIGHT. (2) REACTION LOAD SHOWN FOR THE CORNER ANCHORS IS THE RESULTANT LOAD IN THE PLANE OF THE MULLION (LOAD FROM BOTH SIDES COMBINED INTO A RESULTANT). FOR EITHER SIDE LOAD, THE ALLOWABLE REACTION LOAD SHALL NOT EXCEED 4220 LB. FROM EITHER SIDE FOR THE WIND & DEAD LOAD ANCHORS NOR 1265 LBS FROM EITHER SIDE FOR THE T-ANCHOR. OPENING TYPE FRAME/CUP TO OPENING MINIMUM MINIMUM I[ —,- (SUBSTRATE) I FASTENER TYPE I EMBED EDGE DIST. IM F-PERIMETER ANCHOR SCREWS 11RI MIN. 1/8' THK I MIN. 3000 PSI CONCRETE 1 (1) 3/8" CONCRETE SCREW ANCHOR 12 1/2" 1 2 1/2" II 3/8"-16 430 SS HCMS OR GR. 5 CS THREAD FULL 3/4- FORMING SCREW 3/8- GR. 5 CS OR 316 SS BOLT WITH LOCK FULL 3/4- MIN. 1/4' THK A36 STEEL WASHER & NUT 1/2'-13 300 SS HCMS OR GR. 5 CS THREAD FULL 1. FORMING SCREW 1/2" GR. 5 CS OR 316 SS BOLT WITH LOCK FULL 1" WASHER & NUT (1) 3/8" & 1/2" CONCRETE SCREWS SHALL BE SIMPSON STRONG -TIE TITAN HD SCREW ANCHOR (GALVANVED STEEL). (2) MINIMUM CONCRETE SLAB THICKNESS FOR PLACEMENT OF 'T' & "U' ANCHORS IS 7'. MAXIMUM ALLOWABLE DESIGN PRESSURE (MULTI -SPAN CURTAIN WALL) ..Lan -On DCG WNABLE GLASS DESIGN PRESSURE TABLE ON SHEET 1 PRESSURE RESD8C110NS THE LESSER OF THE PRESSURE ON THE FRAMING SYSTEM AND THAT OF THE dU N 2 z0 m (/1 L) a NINFORMATION ON OTE: THIS SHEET APPLIES TO s ELEVATIONS ON SHEET 3 a w.OR ONLY. U�mz 3); o OPTION 1: USE THE TECHNICAL INFORMATION SPECIFIED ON THIS SHEET FOR AN EXACT APPROACH TO DESIGN THE CURTAIN WALL FRAMING WHILE BEING REQUIRED TO PROVIDE ENGINEER SIGNED AND SEALED JOB SPECIFIC SHOP DRAWINGS FOR EACH JOB. OPTION 2: USE THE LOAD TABLES ISSUED WITHIN W. W. SCHAEFER ENGINEERING & CONSULTING, PA.'S ADDENDUM W TO CONSERVATIVELY DETERMINE THE REQUIREMENTS FOR THE CURTAIN WALL FRAMING. WITH THIS OPTION, SIGNED AND SEALED JOB SPECIFIC SHOP DRAWINGS ARE NOT A REQUIREMENT OF THIS APPROVAL. 0 m w c n 11 OF VARIES WITH NUMBER OF PANELS 2 1 2" 5iX/2" 5 1X/2" 3 9 1 /6" 3 9 16" rMAX. 2 /2" 6 MAX-- / J� rrnrrca -F- 1 I # ® 9 Po ®9 1 SUPPORT 18" MAX. D.C. (TYP.) TYPICAL AT ALL HORIZONTAL MEMBER ENDS 9"4 MAX. SIDE JAMB F-PERIMITER \ ANCHOR SCREWS WHERE SHOWN. SEE "ANCHOR REQUIREMENTS TABLE" ON SHEET 2 FOR REQUIREMENTS. 4" T lBl MAX. EXTERIOR ELEVATION VIEW "A -A": MULTI -SPAN CURTAIN WALL SCALE: 1/4" = 1'-0" CENTER - OF SUPPORT N r r- d w O M n :2 a w N W Q U z it t=il 0 Wz ww W w� m VARIES WITH NUMBER OF PANELS 58 1/2" 58 1/2" 73 3/4"' 2 1/2" A 11 /2�� A71AX � 21/2 4" MAX. r i ® i ® L JiOR T m OR I - J4 J1 B FOR MAX. I D.L.O., SEE J4 12 OP D D.LO. SIZE I J3 PLAN VIEW: TABLE ON — ^ MULTI -SPAN CURTAIN WALL SHEET 1 I 14 /1 SCALE: 1/4" = 1'-O" I H2 H1 EE SPLICE \LV DETAILS ON / SHEET 13 �AT 9 TYPICAL ALL HORIZONTAL MEMBER ' — 0 R1 R1 ENDS I ® OR R2 OR R2 JAMB FRAME ® G2 t m I G1 R3 l 1 m OR ER R4 O.C. I I -W^ N w "RA INTERMEDIATE ADD 1 XT ANCHOREW EN o m of FRAME MEMBER F DOUBLE DOOR (w X z % 9 EXISTS (NOT w mo PLICALE WITH SINGLE — z` E D1 DOORS) m 18•Z MAX. D.G. (TYP.) n�o I KI SINGLE OR DOUBLE 4 j B DOOR UNDER MAX. SEPARATE APPROVAL EXTERIOR ELEVATION VIEW "B-B": -SPAN CURTAIN MULTI WALL SCALE: 1/4" = 1'-0" '� Zorn �o meum Q v0: a =aia om, Dzoo m�z 00 o zao � W m W Zno W Z inn W Q wo z �i�YS �n r0nv) S g �30 Aa � R3� z - w U �+ LL �c OF 18 (SINGLE SI-. JNFORCE , CURTAIN WALL WITH REINFORCEMENT 112) MAXIMUM FRAME HEIGHT (IN.) MAXIMUM LOAD WIDTH (IN.) ALLOWABLE PRESSURE (POS & NEC PSF) AT STANDARD & AT CORNER MULLION DOOR JAMB MULLION 147 76 1/4 81.0 69.3 72 85.8 73.3 68 5 B 90.0 77.0 62 90.0 85.2 58 90.0 82.6 144 59 90.0 76 1/4 90.0 132 72 90.0 68 5 8 90.0 65 90.0 120 76 1/4 90.0 72 90.0 112 76 1/4 90.0 RESSURE TABLE NDTEC. . SEE ELEVATION FOR DIMENSIONING OF LOAD MOTH. . PRESSURES SHOWN ARE SPECIFIC TO EACH JOMDUAL FRAME MEMBER SUPPORT AREA LLOWABLE PRESSURE MAY VARY FROM BAY TO SAY S DICTATED BY EACH INDIVIDUAL FRAME MEMBER ONDMON. LESSER OF PRESSURES STATED IN THIS TABLE & HE ALLOWABLE GLASS PRESSURE, AS SHOWN ON MEET 1, SHALL CONTROL AS ALLOWABLE FOR THE PALL ASSEMBLY. I. LESSER PRESSURE AT DOOR FRAME MEMBER LS WE TO THE DOOR JAMB U-ANCHOR HONG A ESSER CAPACITY THAN THAT OF THE T-ANCHOR. i. THIS TABLE CONSIDERS USE OF REINFORCEMENT 12 AT THE INTERMEDIATE FRAME MEMBERS. SEE .DAD TABLES IN W. W. SCHA07ER ENGINEERING'S 9, 1DDENDUM A" FOR USE OF REINFORCEMENTS RI. L3 & R4. MA TYPICAL AT ALL HORIZONTAL MEMBER ENDS SIDE JAMB F-PERIMITER-� ANCHOR SCREWS WHERE SHOWN. SEE "ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. NOTE: INFORMATION ON THIS SHEET APPLIES TO ELEVATIONS ON THIS SHEET ONLY. 78.6 86.9 90.0 77.1 81.7 85.7 90.0 84.8 89.8 NOTES APPLICABLE TO SINGLE -SPAN RE1 1 CURTAIN WALLS 1. REINFORCDAENT SHALL RUN CONTINUOUS IN INTERMEI,. AND CORNER VERTICAL MEMBERS & EXTEND TO WITHIN 13 1/2" OF THE ENDS. 2. THERE IS NO LIMIT TO THE NUMBER OF SECTIONS HORIZONTALLY PROVIDING THE OPENING IS DESIGNED TO SUPPORT THE LOADS TRANSFFRED FROM THE WALL SYSTEM. C 3. THE SINGLE -SPAN ELEVATION SHOW14 SHOWS ONE DOOR SECTION. MULTIPLE DOOR SECTIONS MAY OCCUR SIDE -BY SIDE IN ONE WALL SYSTEM PROVIDING ALL REQUIREMENTS WITHIN THIS DRAWING ARE MET & PROPER LOAD WIDTH (DISTANCE BETWEEN DOOR CENTERS) IS CONSIDERED WHEN DETERMINING ALLOWABLE DESIGN PRESSURE 4. ALTHOUGH A DOOR SECTION IS SHOWN AT A SIDE JAMB, THAT SECTION MAY EXIST WITH OR WITHOUT A DOOR & THE DOOR MAY EXIST IN ANY BAY. 5. THE ELEVATION HERE -IN SHOWS T-ANCHORS AT THE BASE OF THE WALL ONLY. THESE ANCHORS MAY ALSO BE USED AT THE TOP OF A WALL IN UEU OF THE WIND LOAD ANCHORS SHOWN PROVIDING THEY ARE INSTALLED THE SAME AS SHOWN AT THE BASE nD D L1PLAN VIEW: A C SINGLE -SPAN REINFORCED CURTAIN WALL SCALE: 1/4' = l'-O' FOR MAX. D.L.O., SEE D.L.O. SIZE TABLE ON SHEET 1 4" FMAX- -r- I ,E JAMB FRAME MEMBER INTERMEDIATE FRAME) F\sg MEMBER + I 8" MAX. O.C. (TYP.) --ram ANCHOR REQUIREMENTS TABLE (SINGLE SPAN REINFORCED CURTAIN WALL) OPENING TYPE FRAME/CUP TO OPENING MINIMUM MINIMUM (SUBSTRATE) F FASTENER TYPE I EMBED I EDGE DIST. F-PERIMETER ANCHOR SCREWS GA 50 KSI METAL STUD 1 4-14 GR. 5 SELF TAP/DRILL SCREW FULL 1/2- MIN. 2X6 WOOD FRAME OR 1/4' DIA. GR. 5 COARSE THREAD 1 1/4' 3/4' BUCK (MIN. GR. 2 & G=0.55) SCREW MIN. 1/8" THK A36 STEEL 1/4-14 OR 20 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN. 3000 PSI CONCRETE (1) 3/8' CONCRETE SCREW ANCHOR 2 1/2" 2 1/2' g T & U-ANCHOR SCREWS BOLTS (VERTICAL MEMBER ENDS) 3/B'-16 430 SS HCMS OR GR. 5 CS THREAD FULL 3/4" FORMING SCREW 3/8" GR. 5 CS OR 410 SS BOLT WITH LOCK FULL 3/4" g MIN. 1/4- THK A36 STEEL WASHER & NUT 1/2"-13 300 SS HCMS OR GR. 5 CS THREAD FULL 1• FORMING SCREW 1/2- GR. 5 CS OR 410 SS BOLT WITH LOCK FULL 1" WASHER & NUT _ (2) MIN. 3000 PSI CONCRETE 1 (1) 1/2" CONCRETE SCREW ANCHOR 4" SEE DETAILS - o 1) 3/8' & 1/2" CONCRETE SCREWS SHALL BE SIMPSON STRONG -TIE TITAN HD SCREW ANCHOR Ej (GALVANIZED STEEL). `� -C w a ;2) MINIMUM CONCRETE SLAB THICKNESS FOR PLACEMENT OF 'T' & "U" ANCHORS IS 7". v=vim 3 FOR MAX o 0 FOR MAX. D.L.O., Z 58 1/2' 58 1/2- D.LO., SEE a Ur 3 9 16" SEE D.LO. SIZE 73 3/4' - MAX. AT I MAX. AT D.L.O. SIZE 2 1/2" 3 n o TABLE ON MAX. SIDE JAMB Z CORNER CORNER TABLE ON 3 9/16' SHEET 1 F-PERIMITER o w A2 SHEET i ANCHOR SCREWS 2 1/2' 17 2 1/2" Al 2 1/2' 2 1/2" 11 r WHERE SHOWN. ID I o a wl s I, SEE 6, 7.9 D I orMw f 0V MAX.) /2- I 1/2� LOAD LOAD WIDTH LOAD WIDTH WIDTH MEMBER D.L.O. D.L.O. EDGE CENTERLINE CENTERUNE CENTERUNE EDGE EXTERIOR ELEVATION VIEW "IC-C": SINGLE -SPAN REINFORCED CURTAIN WALL SCALE: 1/4" = l'-O" SEE ANCHOR ®ElE3 ® REQUIREMENTS $ 11 oy JAMBE- -,, TABLE" ON THIS FRAM -w'- INTERMEDIATE MEMBER SHEET FOR p Yo Go FRAME BENT F REQUIREMENTS. �_ m m X4 V) _ Dl 9" TYPICAL AT ALL Z " m MAX. HORIZONTAL o r, i LwJ J2 E I % I 2 MEMBER ENDS �a o�S �wi14 I 1 v 1 SINdl OR 1 v co 13 I �1 xQ z DOUBLE DOOR ADD 1 EXTRA 0 % o-I w 'UNDER SEPARATE ANCHOR WHEN o=> m o APPROVA _ _ 18" DOUBLE DOOR n Nz $tea R2 R2 % ^ R2 \ 7 �TXI )C REQ ISTS RED WITH NOT 3coi a RS I I m o SINGLE DOORS) R 3 KIP "aw `��� FrGR icy o 1/2 1/2 MAX.Ci�•4,... LOAD LOAD WIDTH LOAD WIDTH LOAD WIDTH LOAD e y :co *- p&L 6 3� WIDTH WIDTH =�� tV D.L.O. D.L.O. D.L.O. DOOR MEMBER y�t� 0 CENTERLINE CENTERLINE CENTERLINE CENTERLINE CENTERLINE SINGLE -SPAN REINFORCED CURTAIN "WALL ��i► 'PAD 1S7E9 0.RIOR ELEVATION VI*D-D: A SCALE: 1/4" = l'-O' 4 - 18 OMY B/: O,Ftf&O BI: ALLOWABLE DESIGN PRESSURE FOR MAX. FOR MAX. D.L.O., 8 1/2` 58 1/2- FOR MAX. D.L.O., a,E (SINGLE SPAN SEE D.L.O. SIZE / SEE D.L.O. SIZE D.L.O., SEE 73 3/4" -b •vo•n= MAX. AT 3 9/16" MAX. AT D.L.O. SIZE 2 1/2" NON -REINFORCED CURTAIN TABLE ON CORNER CORNER TABLE ON TABLE ON MAX. WALL SHEET 1 1 SHEET 1 SHEET 1 JAMB ADD 1 EXTRA 4• r2' 1/2" F- 3 9/16 A2 2 1/2^ Al 2 1/2' 2 1/2" FRAME ANCHOR WHEN MAXIMUM D74 ALLOWABLE -�_ I 1 MEMBER DOUBLE DOOR FRAME PRESSURE 1® ® ® 1G2 ® ® ® F 9" REXISTS EQUIREDWITHHEIGHT (PITS 8i NEG -� (IN.) PST) OPPOSITE - I 1K I / _,INTERMEDIATE = D1 MAX. SINGLE DOORS) 72.0 t /r v 14 rFRAME MEMBER Jt E r 111� 2I o x R5 L TYPICAL AT 174 76.2 FOR END �` w p w 14 v12 SINGLE OR 1 83.2 18" MAX. O.C. (TYP.) ANCHOR m I mQ = I N w G1 z DOUBLE DOOR 18' ALL g 90.0 w I r w I w o = % z /UNDER SEPARATE r MAX. O.C. HORIZONTAL 9" - DETAILS. SEE I a g I n a APPROVA _ _ (TYP.) MEMBER 76.0 SHEETS 6, 7, w o a5 a z io o _ ENDS 80.5 MAX JAMB \ 9 & 10 g I = w I a� w % 108 66 87.8 FRAME LERMEDIATEs SIDE JAMB MEMBER I rn z I w N¢ �' \ F-PERMMTRER 64 90.0 w o r 76 1 4 80.5 I I MEMBER o f I l 0 11 /92 I I% 171 61 I % I \/ // I ANCHOR SIII!_ _ SCREWS WHERE 102 72 85.2 - 41 T Will I 1/2 �I ,/z MAX- LOAD LOAD WIDTH — JI LOAD -J{ LOAD t 68 90.0 76 1/4 85.5 96 WIDTH WIDTH WIDTH MEMBER D.L.O. D.LO. MEMBER D.L.O. CENTERUNE CENTERLINE CENTERUNE EDGE CENTERUNE 72 90.0 90 76 1/4 90.0 ff.lk ELEVATION �^DTF'. ARE SP�rx TO ELEVATION VIEW "E—E": PRESSURSSHOWNN F� EXTERIOR MDUALFBAALOWABLE MAy APoFROMM SINGLE -SPAN NON -REINFORCED CURTAIN WALL PURE DAY TO BAY DVATED BY EACH DOMDUAL FTC MEMBER WITH CONTINUOUS SIDE JAMB FRAME F-ANCHOR NDMON. LESSER OF PRESSURES STATED IN THIS TABLE & SCALE: 1/4" = 1'-0' - ALLOWABLE GLASS PURE, AS SHOWN ON EU 1. SHALL CONTROL AS ALLOWABLE FOR THE SEE "FREE SPAN JAMB LL ASSEMBLY' I PERIMETER SEALANT NOTE" ON SHEET 1. I ANCHOR REQUIREMENTS TABLE (SINGLE SPAN NON -REINFORCED CURTAIN WALL) OPENING TYPE (SUBSTRATE) FRAME/CUP TO OPENING - FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. SIDE JAMB F-ANCHOR SCREWS MIN. 16 GA 50 KSI METAL STUD 1/4-14 GR. 5 SELF TAP DRILL SCREW FULL 1/2- MIN. 2X6 WOOD FRAME OR BUCK (MIN_ GR. 2 & G=0.55) 1/4- DIAL GR. 5 COARSE THREAD _ SCREW 1 1/4' 3/4" MIN. 1/8" THK A36 STEEL 1 4-14 OR 20 GR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN_ 3000 PSI CONCRETE (1) 3/8" CONCRETE SCREW ANCHOR 2 1/2' 2 1/2' T, F & U-ANCHOR SCREWS/BOLTS (VERTICAL MEMBER ENDS) MIN. 1/4" THK A36 STEEL 3/8'-16 430 SS HCMS OR GR. 5 CS THREAD FORMING SCREW FULL 3/4" 3/8' GR. 5 CS OR 410 SS BOLT WITH LOCK WASHER & NUT FULL 3/4" MIN. 1/B' THK A36 STEEL 1/4-14 OR 20 GR. 5 SELF TAP DRILL SCREW FULL 1/2" (2) MIN. 3000 PSI CONCRETE (1)3/8- CONCRETE SCREW ANCHOR 3 1/4" SEE DETAILS MIN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 3 & G-0.55) 5/16" DIA GR. 5 COARSE THREAD SCREW 1 1/4• 3/4- MIN. 16 GA. 50 KSI METAL STUD 1 4-14 GR. 5 SELF TAP DRILL SCREW FULL 1/2" (1) 3/8" CONCRETE SCREWS SHALL BE SIMPSON STRONG -TIE TITAN HO SCREW ANCHOR (GALVANIZED STEEL). (2) MINIMUM CONCRETE SLAB THICKNESS FOR PLACEMENT OF -r, "F" & 'U" ANCHORS IS 5 112'. SHOWN. SEE Zoo � 19 4- "ANCHOR 1/2 CAD WIDTH LOAD WIDTH LOAD WIDTH LOAD MAX. REQUIREMENTS oS WIDTH TABLE" ON THIS v M N D.L.O. D.L.O. DOOR MEMBER SHEEP FOR REQUIREMENTS. J a 0 6 '1 CENTERUNE CENTERLINE CENTERUNE CENTERLINE (PLACE Z ROWS o o a 0 EXTERIOR ELEVATION VIEW "F-F": TO WOOD S En o 0 SINGLE -SPAN NON -REINFORCED CURTAIN WALL OR METAL STUD z z < W w x - WITH CONTINUOUS SIDE JAMB FRAME F-ANCHOR SUBSTRATES) � Z SCALE: 1/4" = 1'-O" JAMB NOTES APPLICABLE TO IN F-SPAN NON -REINFORCED CURTAIN WALLS 1. THERE IS NO UMIF TO THE NUMBER OF SECTIONS HORIZONTALLY PROVIDING THE OPENING IS DESIGNED FRAME TO SUPPORT THE LOADS TRAMMED FROM THE WALL SYSTEM. MEMBER e Z. THE SINGLE -SPAN ELEVATION SHOWN SHOWS 014E DOOR SECTION. MULTIPLE DOOR SECTIONS MAY OCCUR SDE-BY SITE IN ONE WALL SYSTEM PRONDING ALL REQUIREMENTS WITHIN THIS DRAWING ARE MET & PROPER LOAD WIDTH (DISTANCE BETWEEN DOOR CENTERS) IS CONSIDERED WHEN DETERMINING ALLOWABLE DESIGN PRESSURE tto pp 'z - — 3. ALTHOUGH A DOOR SECTION 6 SHOWN AT A SIDE JAMB, THAT SECTION MAY EXIST WITH OR WITHOUT A - O 80 -m DOOR & THE DOOR MAY EXIST IN ANY BAY. W m C3 4. THE ELEVATION HERE -IN SHOWS T- IN AT THE BASE OF THE WALL ONLY. THESE ANCHORS MAY 3 AN ALSO BE USED AT THE TOP OF A WALL UEU OF THE WIND LOAD ANCHORS SHOWN PROVIDING THEY ARE d W S r INSTALLED THE SAME AS SHOWN AT THE BASE w o / ( S REGARDLESS OF FRAME HEIGHT, CORNIER FRAME MEMBER MUST BE REINFORCED. REINFORCEMENT SHALL p RUN CONTINUOUS & EXTEND TO WEHRI 13 1/2' OF THE FRAME MEMBER ENDS. 0_ �-i \ & SIDE JAMB FRAME MEMBERS MAY BE SUPPORTED EITHER BY A CONTINUOUS SIDE JAMB F-PERIMIIER `� Oc ANCHOR OR BY END ANCHORS AS SHOWN. 4N Ej os 7. IF BETWEEN 2 DOOR UNITS, THE VERTICAL FRAMING MEMBER SHALL BE REINFORCED. REINFORCEMENT \ 1wa�Z o3� JAMB\ / SHAL BEGIN MAXIMUM 12• UP FROM TDaEND SILL & END MINIMUM 12' PAST THE DOOR HEAD FRAME M1 2� Diu FRAME MEMBER \y l I / / n 30 111 � al ELPLAN VIEW: SINGLE OR DOUBLE SINGLE -SPAN NON -REINFORCED f• ''••fig DOOR UNDER CURTAIN WALL o �`� o Oo % SEPARATE APPROVAL SCALE: 1/4" = 1'—O" e w ALTERNATE SIDE JAMB FRAME CONDITION FL1 (SUPPORTED BY END F-ANCHORS VS. z •'� CO�INUOUS SIDE F�CHORS)SIDE F�CHORS) E o SCALE: 1/4" = V-O' i� / ••PRO ��.•`` 3 ALL CONDITIONS SHOWN IN THE MAIN ELEVATIONS rso OTE: INFORMATION ON THIS'UMNiNG NO. OF THIS SHEET SHALL EQUALLY APPLY TO THIS 1790 A SIDE JAMB CONDITION. HEET APPLIES TO ELEVATIONS SHE2T No. N THIS SHEET ONLY. 5 DF 18 1/2-13 X 4 1/2" HEX HEAD BOLT & FLAT WASHER - 1/2-13 LOCK P & FLAT WASHER 1 1/2" MIN. 1- {- 1 1 1/2" MIN. STEEL 1/2-13 X 4 1/2" SUBSTRATE HEX HEAD BOLT & BY OTHERS FLAT WASHER -,k, STEEL T REINFORCEMENT AS REQ'D 1/2-13 LOCK P & FLAT WASHER r1111IIANG MIN. 3"1 6" THRU HOLES AT 1/2- E AND MULLION TO PT BOLTS 2 1/4" 1 1 1SUPPORTING L J LSTEEL SUBSTRATE BY OTHERS m STANDARD DEAD LOAD ANCHOR SCALE: 1/3 FULL 1 1/2" MIN. 1 1/2" MIN. 1 /4" 2 1/4" II 1 1/2" I I I I II I I I 2 1/4" I I I J L 1 1/2* TO BOTTOM OF SLOT ® STANDARD WIND LOAD ANCHOR SCALE 1/3 FULL NOTE: ALL 1/2' BOLTS CONNECTING ANGLES TO MULLIONS SHALL BE GRADE 5 STEEL OR 300 SERIES STAINLESS STEEL STEEL SUBSTRATE BY OTHERS REINFORCEMENT AS REQ'D SU STI BY 1 1/2" TO TOP OF SLOT 1/4"V MIN. 3" -9/16" X 3" SLOT IN ANGLE TO ACCEPT BOLTS. SLOT POSITION SHALL BE AUGNED AND CENTEREC VERTICALLY WITH BOLTS UPON INSTALLATION. SUPPORTING STEEL SUBSTRATE BY OTHERS ALTERNATE WELD DETAIL FOR WIND & DEAD LOAD ANCHORS SCALE: 1/3 FULL U r N —oO Ln,n ¢w n 0o�rn a c" 3 Woo �z w o, o cD �m � m 6. z� o wa _ a! � � z� n �mZ H3A n B34 SHEET NO. 6 - 18 a 11 EXTERIOR 1/2-13 X 4 1/2- HEX HEAD BOLT & RAT WACHFR — 1/2-13 LOCK NUT---"' & FLAT WASHER 1 1/2" MIN. EXTERIOR 1 1/2" MIN. SUPPORTING STEEL SUBSTRATE 1/4" 3" BY OTHERS TI II 3/a" I I I I 1/2" i I t II I I I I I I I 3/4" L I J I I I ® CORNER DEAD LOAD ANCHOR SCALE: 1/3 FULL FOR ALTERNATE WELDING OF ANGLES TO SUBSTRATE, SEE "ALTERNATE WELD DETAIL" ON SHEET 6. MIN. 3" 09/16" THRU HOLES AT ANGLE PLATE AN( MULLION TO ACCEPT BOLTS NOTE: ALL 1/2" BOLTS CONNECTING ANGLES TO MULLIONS SHALL BE GRADE 5 STEEL OR 300 SERIES STAINLESS STEEL. 1/2-13 X 4 1/2" HEX HEAD BOLT & FIAT WACHFR 1/2-13 LOCK NUTS & FLAT WASHER 1 1/2" MIN. 1 1/2" MIN. BOTTOM OF SLOT — ® CORNER WIND LOAD ANCHOR SCALE 1/3 FULL U H N SUPPORTING ui U M w STEEL SUBSTRATE a BY OTHERS 3 � o QiF�� 2" TO Z Q ��oo zUi;� TOP OF SLOT z U 1/4" MIN. 3" Y W Zm 0 9/16- X 3" SLOT IN w0 ANGLE PLATE TO d Z n ACCEPT BOLTS. SLOT w 0 Rev POSITION SHALL BE 0 4Zi ALIGNED AND a �Hg B� CENTERED VERTICALLY BOLTS UPON M 0WITH j z INSTALLATION. nv>Zgm �3c0i as - 33� rrr�i ```�tipn* a Lo N ecoA33 M n 10 os: =3,W Nr Q 3i �4frr PR�ca o N NEv. 1790 A SHEET NO. 7 OF 18 3 4 7"--{ 6 1/2" E--1 1• I 4 1N. 1" MIN_ 1" ' I_ 4 I I MIN. MIN. Tf TI MIN.IN. MIN. 11 II 27 27 3/4- MIN. 27 11 11 2 7/16" T-�WMR 2 7/16" i-MagWR T-u+au A I� �I A _ J B III III B 1 2 4 7/8" 4 7/8" } - 4 7/8" 2 N3/4 C III III C MAX. 2 7/, 6.• T 1 _ANCHOR 6" MIN. 2 7/16" T 3/4 MIN. SCREW/BOLT ' i 1/2" CONCRETE SCREW EDGE DISTANCE PER ELEVATION PER "ANCHOR 1/2" SCREW 3/8" SCREW REQUIREMENTS TABLE" EXTERIOR OR BOLT OR BOLT CONCRETE EDGE % PER " EXTERIOR PER EXTERIOR SUBSTRATE BY "ANCHOR SECTION "B—B" (INTO STEEL) "ANCHOR SECTION "C—C' OTHERS PER SECTION "A —A" (INTO CONCRETE) REQUIREMENTS SCALE: 1/4 FULL REQUIREMENTS (ALTERNATE INTO STEEL) ® STANDARD T—ANCHOR "ANCHOR SCALE: 1/4 FULL TABLE" TABLE" SCALE: 1/4 FULL REQUIREMENTS SCALE: 1/4 FULL TABLE" 1' -nr --n4 -�I T-NCHOR 1" MIN. �^�--4MIN. 1" MIN. II II II II E 11 �I E F II III F ;;T A C HOR SCREW/BOLT ' PER ELEVATION 1 CORNER T—ANCHOR SCALE: 1/4 FULL 2 71/16" 4 7/8- 1/2- MAX. 6" MIN. T EDGE DISTA SUBSTRATE BY OTHERS PER ! "ANCHOR REQUIREMENTS TABLE" n n II II G III III G H III III H 1/2" I 63 MAX. 1/2" CONCRETE SCREW PER 2 71/16": - "FRAME ANCHOR 4 7/8" T 1 REQUIREMENTS TABLE" Q 6" MIN. EDGE DISTANCE 1/2" SCREW - OR BOLT PER "ANCHOR REQUIREMENTS TABLE" SCALE: 1/4 FULL 1/2" CONCRETE SCREW PER "ANCHOR REQUIREMENTS �( 4 3/4" SECTION "E—E" (INTO STEEL - SCALE: 1/4 FULL �� 3/8" SCREW OR BOLT PER "ANCHOR 49 REQUIREMENTS r EMENTS �_oR 3/4" TABLE" t 3/4" MIN. 3 1/4" 4 3/4" ' U-ANCHOR I III -`O-XSCREW/BOLT PER ELEVATION Ja 4 3/8" MIN. SUBSTRATE BY EDGE DISTANCE OTHERS PER CONCRETE "ANCHOR EDGE EXTERIOR REQUIREMENTS DOOR JAMB U—ANCHOR TABLE" SECTION "G—G" (INTO CONCRETE) SCALE: 1/4 FULL SCALE: 1/4 FULL EXTERIOR " SECTION "H—H" (INTO STEEL) SCALE: 1/4 FULL 1 3/8" MIN. 1 3/8' MIN. 3/4" MIN_ i" 4 1/2" 1' MIN. MIN. MIN. 4 7/8" 2 3/4" MIN. 3/8" SCREW - OR BOLT PER "ANCHOR REQUIREMENTS TABLE" SECTION "F—F" (ALTERNATE INTO STEELa SCALE: 1/4 FULL THIS SHEET IS DEDICATED TO MULTI -SPAN & REINFORCED SINGLE -SPAN ANCHOR CONDITIONS Q ,j Y�M� Z<w 3 c>=Nv z EDoo ~¢ woc�in j ao-m U o c, o o zm m �m w w o 0.! _p a M Wz n�z o NFU 6a 8 OF 1"---d 6 1/2" �-- 1 1" MIN_ t 11 11 j t J 1 2 7/16" r- 2ANC CR I� �I / _ r- 2u+e ioa . M 1 II 1 I M 11a 2- T a 7 2 7/1 s' 15" MIN. T-ANCHOR EDGE DISTANCE 3/8" CONCRETE SCR SCREW/BOLT IL 4 1/2" 1MIN. 1" 4 -I —L 1" MIN. MIN. MIN- '� IT MIN. 27 1 3 4 MIN. 27 r wcHo4 7/8" 2 MIN4 r-nNc PER ELEVATION PER ANCHOR REQUIREMENTS EXTERIOR 3 B SCREW) OR BOLT PER TABLE" ANCHOREXTERIOR t SUBSTRATE BY CONCRETE EDGE REQUIREMENTS SECTION "K—K" (INTO STEEL) OTHERS PER SECTION "J—J" (INTO CONCRETE) TABLE" SCALE: 1/4 FULL STANDARD T—ANCHOR 'ANCHOR REQUIREMENTS TABLE" SCALE 1/4 FULL / 3 4 3 1 2" MIN. / EDGE DISTANCE� 3 1/2�_- _ 1" SCALE: 1/4 FULL 1 1/2" 4 1/4" 1 1/2" 11 II II 5/8 "� 5/e" II I N I� 0 SCREW/BOLT �3/4R MIN. i/2" P II II P PER ELEVATION 1 . Q MAXIII I) Q 28 II F-ANCHi 4 7/8" 2 MIN4 1/4" SCREW-/ INTO METAL EXTERIOR STUD OR SECTION "M—M" SCREW INTO (INTO METAL STUD OR WOOD) WOOD PER ' SCALE 1/4 FULL "ANCHOR REQUIREMENTS TABLE" 3 1/2"+ 1" 2 3/4" 4 7/8" MIN. `- 1/4" SCREW PER EXTERIOR ANCHOR REQUIREMENT SECTION "P—P" TABLET (ALTERNATE INTO STEEL) SCALE: 1/4 FULL SUBSTRATE BY OTHERS PER ANCHOR REQUIREMENTS TABLE" F—ANCHOR (FRAME MEMBER ENDS) SCALE 1/4 FULL T F-ANw°" T 1 3/8 MIN. 1 3/8" 1 1 MIN. �1/4" SCREW PER S EXTERIOR ANCHOR REQUIREMENTS SECTION "Q—Q" TABLE" (INTO METAL STUD OR WOOD) SCALE: 1/4 FULL F- Boa 2 7/16" l 4 7/8' 7 2 7/16" 1/4' SCREW J OR BOLT P EXTERIOR PER SECTION "L—L" REQUIREMENTS (ALTERNATE INTO STEEL) TABLE" SCALE 1/4 FULL 3 1/2' i I--1" 5" MIN. \-3/8" CONCRETE EDGE DISTANCE SCREW PER "ANCHOR REQUIREMENTS EXTERIOR TABLE" EDGES SECTION "N—N" (INTO CONCREfEk SCALE: 1/4 FULL THIS SHEET IS DEDICATED TO NON -REINFORCED SINGLE -SPAN ANCHOR CONDITIONS F con I 2 7/16' 4 7/8 2 7/16" 3/8" SCREW OR BOLT PER "ANCHOR EXTERIOR REQUIREMENTS TABLE" SECTION "0-0" (INTO STEEL) SCALE: 1/4 FULL 05 Zoo MID w- Z�� IL cgs w ggg " N3m y smo NZ 3 A ji 3+u 9 OF 18 1" 6 1/2" � 1" 27 1" MIN. - II I 12 7/16" I 11 a 7/8" -- D I►� �1 D E III III E " 2 7/16" F III III IF1/z1/2 5" MIN. T-ANCHOR T EDGE DISTA SCREW/BOLTli,' ' PER ELEVATION SUBSTRATE BY \ OTHERS PER I / CORNER T—ANCHOR "ANCHOR REQUIREMENTS SCALE: 1/4 FULL TABLE" S S T II If T U II II U V II II v 1 1 2 29 u-ANCFOR 63 MAX. U 'ANCHOR SCREW/BOLT PER ELEVATION SUBSTRATE BY OTHERS PER "ANCHOR REQUIREMENTS 16�1)00R JAMB U—ANCHOR TABLE" SCALE: 1/4 FULL 3/8" SCREW OR BOLT PER "ANCHOR REQUIREMENTS 3/4" MIN. 4 EXTERIOR ERIOR I .' SECTION "U—U" (INTO STEEL) SCALE: 1/4 FULL T-ANCHOR 3/8" CONCRETE SCREW PER 2 7/16" - "FRAME 4 7/8"+ ANCHOR REQUIREMENTS TABLE" Q 5" MIN. EDGE DISTANCE 3/8" SCREW - OR BOLT PER "ANCHOR REQUIREMENTS TABLE" SECTION "W—W" (INTO CONCRETE SCALE: 1/4 FULL 3/8" CONCRETE SCREW PER ANCHOR 4 3/4" REQUIREMENTS 63 1 TABLE" 4 1/2" 1" MIN. MIN. 1" 7R-11T1 1 MIN. SECTION "X—X" (INTO STEEL SCALE: 1/4 FULL 3/4' 3 1/4" _ 3 7/8" MIN. EDGE DISTANCE CONE-�CRET EDGE EXTERIOR + SECTION "S—S" (INTO CONCRETE AT 4 7/8" 2 3/4" MIN. 1/4' SCREW - PER "ANCHOR REQUIREMENTS TABLE" 3 MIN. EDGEE DISTANCE I _' 3/B" CONCRETE SCREW PER "ANCHOR 4 3/4" REQUIREMENTS 63 TABLE" 4 1/2' = j-� 1" MIN. `r _I MIN. SECTION "Y—f (ALTERNATE INTO STEED SCALE: 1/4 FULL r 3/4' 3 1/4" 3 J" MIN. EDGE DISTANCE 1/4" SCREW PER INTERMEDIATE MEMBER) SECTION "T—T" SCALE: 1/4 FULL "ANCHOR (INTO CONCRETE AT REQUIREMENTS 29PERIMETER SIDE JAMB MEMBER) TAR] F" ��_ANf:N(IR 1-1/2- 1 3/8" MIN. 4 3/4" 1 3/8" MIN. 14' MIN. IXTERIOR " SECTION W—V" (INTO METAL STUD OR WOOD) SCALE: 1/4 FULL SCALE: 1/4 FULL THIS SHEET IS DEDICATED ' 1/4" TO NON -REINFORCED ? ZP . ..ti ' 1/4" SINGLE -SPAN ANCHOR e y A, ' - CONDITIONS W =�•� c* .5 O m *�piPi3�``��> .m n o N �c �, SSSSSS�z 10 - 18 BY OTHERS —.1— BY OTHERS" am �/ z SPACE EXTERIOR EE GLAZING SEALANT 45 SEALANT � DEFAILS ON SHEET 15 1 2 By BY 20 0 0 m OTHERS OTHERS 14 65 05/16" 65 64 64 WEEP HOLE EXTERIOR EXTERIOR ODErAILS 66 LOCATED • 3 5/8" 1 2 FROM 54 65 25 0 14 MAX. 54 ENDS �_ 54 SPACE SEALANT p 20 0 0 20 0 SEE GLAZING G OTHERS 45 DETAILS ON 1 O SHEET 15 SUBSTRATE 1/2" SECTION Ai SECTION BY OTHERS SECTION B1 MAX. SCALE: 1/2 FULL 11 SCALE: 1/2 FULL 11 SCALE 1/2 FULL 11 SPACE z�rn 67 1/2" MAX. SPACE 1/2" MINIMUM TO 1 3/8" MAXIMUM "FREE A coin-, EE GLAZING DETAILS ON 1/2- MAX. / q SPACE 4 3 (SEE SPAN JAMB PERIMETER SEALANT NOTE' ON SHEET 1.) w 0 0 rn 20 SHEET 15 21 3 WOOD OR 3 F N a 0 O STEEL OR METAL STUD z w 0 0 0 - CONCRETE SUBSTRATE BY < D z 0 05/16" 15 66 SUBSTRATE BY OTHERS PER 'ANCHOR 3 o Z WEEP HOLE OTHERS PER SUBSTRATE — LOCATED �� 1/2" "ANCHOR REQUIREMENTS BY OTHERS 3 5/8" 54 45 MAX. MAX• REQUIREMENTS TABLE' FROM SPACE TABLE SIDE JAMB 4 3 w ENDS F-PERIMITER 0 SEALANT SIDE JAMB 3/4" MIN. ANCHOR o, BY T I 1 1/2" F-PERIMITER SCREW P R zm OTHERS 25 MIN. ANCHOR SCREW 30 T00 0 m PER ELEVATION 1 1/2' (2 ROWS) SUBSTRATE SEE GLAZING 30 SEE GLAZING DETAILS ON SEE GLAZING 45 DETAILS ON w 0 o n �tz�p a BY OTHERS SECTION DETAILS ON SHEET 15 SHEET 15 SHEET 15 `o _ w a m B2 SCALE: 1/2 FULL 11 0 0 O M �, wz J sW 0 =3 0 0TP�z �3C ra z 83� EXTERIOR EXTERIOR 20 54 20 54 EXTERIOR 20 54 45 SEALANT BY SEALANT BY SEALANT �rGF1 SECTION OTHERS SECTION C2 OTHERS SECTION C3 BY SCALE: 1/2 FULL 11 SCALE: 1/2 FULL 11 SCALE: 1/2 FULL 11 OTHERS (SIDE JAMB F-ANCHOR TO STEEL AND (SIDE JAMB F-ANCHOR TO WOOD OR (NO SIDE JAMB F-ANCHOR) u CONCRETE) METAL STUD) - OF H 1/2" MAX. SPACE I F I DOOR UNDER �I 1 1/2* SEPARATE APPROVAL T J -_-= 24 45 EXTERIOR 45` 20 54 12 11 SECTION SEALANT E D1 SCALE: 1/2 FULL OTHERS 12 (SIDE JAMB F-ANCHOR TO STEEL AND CONCRETE) 1/2" MAX -STEEL OR CONCRETE SUBSTRATE BY OTHERS PER "ANCHOR REQUIREMENTS TABLE" II DOOR UNDER 3/4" MIN. II T SEPARATE i APPROVAL 1 1/2" SIDE JAMB 920wl F-PERIMTTER = _ — _ ANCHOR SCREW PER ELEVATION EXTERIOR SECTION SEALANT D2 SCALE: 1/2 FULL 12 OTHERS (SIDE JAMB F-ANCHOR TO WOOD OR METAL STUD) REINFORCEMENT AS 4 3 SPECIFIED IN EE GLAZING ELEVATIONS DETAILS ON 1 I 20 SHEET 15 1 0 0 it DOOR UNDER 05/16" 55 I SEPARATE APPROVAL WEEP HOLE 65 64 J LOCATED 65 3 5/8" 24 FROM 45 SEE GLAZING L ENDS DETAILS ON — — — 54119L SHEET 15 — — — — SEALANT BY OTHERS EXTERIOR II I II II EXTERIOR l 20 54 45 L — — — J f" Ire SECTION E II II II I SCALE: 1/2 FULL 12 SECTION F SCALE: 1/2 FULL 12 1� DOOR UNDER SEPARATE APPROVAL 1/2" MINIMUM TO 1 3/8" MAXIMUM (SEE "FREE SPAN JAMB PERIMETER (- WOOD OR SEAUWT NOTE" ON SHEET 1.) METAL STUD SUBSTRATE BY OTHERS PER 4 3 "ANCHOR REQUIREMENTS SUBSTRA TABLE" BY OTHE SIDE JAMB Fr F-PERIMITER JE ANCHOR I I SCREW PER DOOR UNDER �I ELEVATION SEPARATE (2 ROWS) APPROVAL 45 J 24 EXTERIOR 45` 20 54 12 11 SECTION SEALANT D3 SCALE: 1/2 FULL 12 OTHERS (NO SIDE JAMB F-ANCHOR) 1/4" MAX. C3 N Z U R)2 N u"l v ¢ W U-) 0 o o rn ¢ O .r 3 o=�v Z Lj�oo a Woo_ D J�z W 0 00 m z� L a ra K � ro LF m o nyZ $ �30 m y N 12 - 1 05/16'— WEEP HOL LOCATED 3 5/8" FROM ENDS EXTERIOR 05/15- WEEP HOLE LOCATED 3 5/8- FROM DOW 995— SEALANT do BACKER RO BY OTHERS EXTERIOR II EXTERIOR SEE GLAZING DETAILS ON SHEET 15 SECTION Hz SCALE: 1/2 FULL 13 f 05/W- WEEP H( LOCATED 3 5/8" FROM 1/2" MAX. I B 56 DOW 99 SEALANT BY OTHERS I I I EXTERIOR I rl i DOW 99; SEALANT BY OTHERS SECTION C—C (CORNER CONDITION) (FOR DETAIL NOT SHOWN, SEE SECTION K/14) SECTION rGA EXTERIOR SCALE: 1/2 FULL 13 SECTION SCALE: 1/2 FULL 6 8 13 13 ------------- 3 4 56 26A 26B 19 3 4 n-F 7n I II III EKfERiOR I ii II I 1 I I III 33 58 57 z _T 59 1/2- MAX. SPACE v — : o on no ' A I I I 1' III B 57 SEALANT J 3 a w L C �' I II III C BY = N MAX. I i I III SPACE OTHERS �- z o: S 8 o I II 1/2- III ��Loz I II MAX. II I SUBSTRATE BY _ w I III II I 19 6- 11 OTHERS PER Y I II III REQUIREMENTS SECTION A —A SIDE JAMB F-PERIMrrER ANCHOR i I II III TABLE' (JAMB CONDITION) SCREW PER PER SECTION C1/11 o coo (FOR DETAIL NOT SHOWN, SEE SECTION Ci/11) U o ---- --1LJ 56 26A 26B 19 3 4 o to zm w m 58 a zB. 33 0 0 Tex a t-,�FY 58 57 10 z R gF ��3n EXTERIORT= R Jg 1/2• MAX. ^ inz 3 30 s6 SECTION B—B 3 as 26 (INTERMEDIATE CONDITION) SPLICE JOINT DETAIL (FORD TAIL NOT� SHOWN,J1/14 ,````���1�111* 3J TI0N) �Q Q- -�� I w'� .� •- �- co gL C3 y.6Z � j ��ebbb- •...... SHEEP NO. 13 OF 18 SECTION Js SCALE: 1/2 FULL 14 VERTICAL FRAME MEMBER WITH REINFORCEMENT R4 I = 46.707 IN-4 S = 12.387 IN-3 (TRANSFORMED SECTION PROPERTIES IN TERMS OF ALUMINUM) J- SEE GLAZING 54 DETAILS ON SECTION J7 SHEET 15 SCALE: 1/2 FULL 14 VERTICAL FRAME MEMBER WITH NO REINFORCEMENT 1 = 13.768 IN-4 S = 4.157 IN-3 .AZING i ON anmi 15 SECTION SCALE: 1/2 FULL 14 VERTICAL FRAME MEMBER WITH REINFORCEMENT R1 1 = 30.629 IN-4 S = 8.313 IN-3 (TRANSFORMED SECTION PROPERTIES IN TERMS OF ALUMINUM) AZING `SEE GLAZING i ON EXTERIOR 54 DETAILS ON 15 SECTION J3 SHEET 15 SCALE: 1/2 FULL 14 VERTICAL FRAME MEMBER WITH REINFORCEMENT R2 1 = 37.021 IN-4 S = 9.926 IN-3 (TRANSFORMED SECTION PROPERTIES IN TERMS OF ALUMINUM) SEE GLAZING DETAILS ON SHEET 15—\ DOW 995 SEALANT & BACKER ROD BY OTHERS - SECTION J4 sH SCALE: 1/2 FULL 14 VERTICAL FRAME MEMBER WITH REINFORCEMENT R3 1 = 41.202 IN-4 S = 11.01 IN-3 (TRANSFORMED SECTION PROPERTIES IN TERMS OF ALUMINUM) SECTION 1K SCALE 1/2 FULL Kjj7 VERTICAL CORNERJFRAME MEMBER WITH REINFORCEMENT R5 1 = 116.75 IN-4 S = 17.296 IN-3 (TRANSFORMED SECTION PROPERTIES IN TERMS OF ALUMINUM) AZING i ON EET 15 - 11 21 — � O 1n w In 3 a E�� 20 u o z OD to t m w n B!V z o w��zi a io D: �c i Z� :� yN =30 8 3'� SHEEP NO. 14 OF 18 SEE GLASS — OPTIONS BELOW SEE GLASS 'i OPTIONS BELOW TYPICAL MONOUTHIC GLAZING DETAIL GLASS OPTIONS: OPTION 1: 1/2" THICK LAMINATED GLASS (1/4" HT. ST./O.060" KURARAY (PREVIOUSLY DUPONT) BUTACITE PVB/1/4" HT. ST.) OPTION 2 1/2" THICK LAMINATED GLASS (1/4" HT. ST./O.060" SOLUTIA SAFLEX IIIG PVB/1/4" HT. ST.) OPTION 1 9/16" THICK LAMINATED GLASS (1/4' HT. ST./O.090' KURARAY (PREVIOUSLY DUPONT) BUTACITE PVB/1/4" HT. ST.) OPTION 4: 9/16" THICK LAMINATED GLASS (1/4" HT. ST./O.090" SOLUTIA SAFLEX IIIG PVB/1/4" HT. ST.) TYPICAL I.G. GLASS GLAZING DETAIL (NOT APPLICABLE TO CORNER FRAME MEMBER) OPTION 5: 1 5/16" THICK I.G LAMINATED GLASS (1/4" TEMPERED EXTERIOR; 1/2' AIR SPACE; 1/4" HT_ ST./0.060" SOLUTnA SAFLEX IIIG PVB/1/4" HT. ST. INTERIOR) OPTION 6: 1 5/16" THICK LG LAMINATED GLASS (1/4" TEMPERED EXTERIOR; 1/2" AIR SPACE; 1/4" HT. ST./O.060' KURARAY (PREVIOUSLY DUPONT) BUTACITE PVB/1/4" HT. ST. INTERIOR) {\ 0 .,e z� i om U t] El :z 3U Z a o ��n .QF T NO. OF -Sr65� 6.515 - 5.250 5.250 0.100 0.100 O1 HEAD & SILL HORI ONT L FRAMING USED WITH MONOLITHIC GLASS 6.848 I 0.110 1.125 O FEMALE HALF EXPANSION HORIZONTAL USED WITH MONOLITHIC GLASS 7.599 I 0.110 1.125 7O FEMALE HALF EXPANSION HORIZONTAL USED WITH I.G. GLASS 2.500 -1 -T 0.847 0.100 11 PRESSURE PLATE z.500 --� 0.100 2.092 13 PRESSURE PLATE -7 2.479 I-- 2.500 --y 0.220 5.250 5.7651I 0.100 6.912 2.328 0.120 �-i © MALE HALF EXPANSION HORIZONTAL USED WITH MONOLITHIC GLASS 7.663 2.328 0.125 aq O MALE HALE EXPANSION HORIZONTAL USED WTIH I.G. GLASS 0.155 4.520 -� 0.125 2.270 0.125 LENGTH = 3.125" 2.115 LENGTH = 1.562" @ SHEAR BLOCK HORIZONTAL FRAMING 14 SHEAR BLOCK (HORIZONTAL FRAMING TO TO CORNER MULUQ STANDARD VERTICAL MULLION) 2.500 �=,o .0 T", L 12 PRESSURE PLATE I 1.500 F^I j- 4.066 0.750 -1UI - 0.125 LENGTH = 4.250" @ SHEAR BLOCK (HORIZONTAL EXPANSION(HORIZO���PANSION MUI I ION TO CORNER MULL_i0N) 4.760 1 0.125 2.270 LENGTH = 6.500. 1g VERTICAL MULLION SPLICE SLEEVE 3O STANDARD VERTICAL MULLION OR HORIZONTAL INTERMEDIATE MEMBER USED WITH MONOLITHIC GLASS 1 = 9.607-4 S = 3.169-3 3.754 r- r 0.100 4.520 0.125 -T 0.1 so LENGTH = 1.562" 2.270 16 SHEAR BLOCK MRANSOM MULLION TO STANDARD VERTICAL MULLION) -2.500--1 0 0.050 0.504 20STANDARD PR E PLA COVER 0.100 ® CORNER MULLION USED WITH MONOLITHIC GLASS AND STANDARD VERTICAL MULLION ION OR HOREZONIAL INTERMEDIATE MEMBER USED WDTi I.G. GLASS 1 = 12.767-4 S = 3.805'3 2.500 2.500 0.862 0.100 10 PRESSURE PLATE ��--- 4.350 - _T 0.125T 0.675 LENGTH = 1.562" ,7 SHEAR BLOCK (HORIZONTAL EXPANSION MULLION TO STANDARD_ VERTICAL MULIJON) j^- 3.208 0.050 0.504 21 CORNER PRESSURE PLATE COVER m I n N �^ �a �` NZ - 18 0.504 I 0.997 0.050 T 0.060 q� 0.942 �u��iuuu���i�- 2.751 24 DOOR POCKET FILLER 23 EXPANSION MULLION HORIZONTAL COVER 4.980 c `- 0.080 0. 334 LENGTH = 4.000" O SILL FRAMING FILLER 3.250 3.250 0.125 � II LENGTH = 4.875" L] 0.250 � �- 8.500 z7 L-MCHOR 0.125 1.750 .� 0., 87 --I �- 1.125 7 0.031 2.281 0.164 32 C,ORNER M IION JOINER 4.560 LENGTH = 2.500" 33 COVER SPLICE IL 36 MULLION REINFORCEMENT 1 = 5.667 IN-4 S = 2.485 IN-3 0.492 �- 0-- .22448 -- 0.011 43 1 /12' I.G. GLASS SPACER 0.638 0.348 0.090 D �9 0.293 -- 47 INTERIOR GLAZING FlXEO GASKET USED WITH 1/2' MONOLITHIC GLASS - 1.624 - I -4-- 0.062 A 1.000 -� 1.000 I - MONOUIHIC GLASS 26B I.GI GLASS SYSTEM SYSTEMS 2.270 0.125 Lj LENGTH IS 3.250 0.125 1.460 CONTINUOUS. 0.155 LENGTH = 4.875' 0.250 0.250 J --} 1.125 �- 0.874 } ---, A 0.062 1.000 --I 1.000 �- 26A JOINT PLUG USED WfiH 8.000 - 28 E�iEE Rjf�HOR -- 1.500 0.164 3.810 37 MUWON REINFORCEMENT I = 2.208 IN-4 S = 1.159 IN-3 0.615 0.345 0.092 0.630 0.292 - ® INTERIOR GLAZING WITH I.G. MONOLITHIC A EXTERIOR FIXED GASKET USED @ 9/16' CLASS LENGTH = 4.750' 29 U-ANCHOR --� 1.250 0.164 3.388 38 MULLION REINFORCEMEM 1 = 1.453 IN-4 5 = 0.858 IN-3 0.125 11 LENGTH IS 4.000 CONTINUOUS. -i 1.125 �- al 11=119VIT"! 1 ,11.,MIN- 11. 0.250 --� �- 4.500 3g MUWON REINFORCEMENT 1 = 1.898 IN-4 S = 0.844 IN-3 Zorn M C-1 o��I k;Z3 wEDW I �Un z w �Ll �Gr �? a w(s �R� �zG OD NZ 30 a 3 ail 17 - 7 M EM DESCRIPTION MANUFACTURER/NOTES ITEM ITEM DESCRIPTION MANUFACTURER/NOTES oxreV ra[acm er: w•s w uic PARTS PARTS 1 HEAD & SILL HORIZONTAL FRAMING USED WITH MONOLITHIC GLASS 6063-T6 ALUMINUM 36 MULLION REINFORCEMENT ASTM A1011 GRADE 50 STEEL 37 MULLION REINFORCEMENT ASTM A1011 GRADE 50 STEEL 38 MULLION REINFORCEMENT ASTM A1011 GRADE 50 STEEL 2 HEAD & SILL HORIZONTAL FRAMING USED WITH I.G. GLASS 6063-T6 ALUMINUM ro 39 MULLION REINFORCEMENT ASTM A36 STEEL 3 STANDARD VERTICAL MULLION OR HORIZONTAL INTERMEDIATE MEMBER USED WITH MONOLITHIC GLASS 6063-T6 ALUMINUM 40 CORNER MULLION REINFORCEMENT ASTM A36 STEEL 41 5" X 3" X 3 8" X 6" LONG ANGLE 50 KSI STEEL 42 8" X 3' X 3 8" X 6" LONG BENT PLATE 50 KSI STEEL 4 CORNER MULLION USED WITH MONOLITHIC GLASS AND STANDARD VERTICAL MULLION OR HORIZONTAL INTERMEDIATE MEMBER USED WITH I.G. GLASS 6063-T6 ALUMINUM 43 1 2' LG. GLASS SPACER 3005 OR 3105 ALUMINUM SEALS & SEALANTS 45 FIXED GASKET TREMCO TR4726P EPDM DUROMETER 70 + -5 5 FEMALE HALF EXPANSION HORIZONTAL USED WITH MONOLITHIC GLASS 6063-T6 ALUMINUM 46 THERMAL SEPERATOR TREMCO TR-4015P EPDM DUROMETER 60 + -5 47 INTERIOR GLAZING FIXED GASKET USED WITH 1 2' MONOLITHIC GLASS TREMCO TX-4305P EPDM DUROMETER 70 +/-5 g 6 MALE HALF EXPANSION HORIZONTAL USED WITH MONOLITHIC GLASS 6063-T6 ALUMINUM _ v 3 < M o tO a Li n� n ti N ? o �, me m = v co r z 48 INTERIOR & EXTERIOR GLAZING FIXED GASKET USED WITH I.G. & 9 16" MONOLITHIC GLASS TREMCO TR-4014P EPDM DUROMETER 60 +/-5 7 FEMALE HALF EXPANSION HORIZONTAL USED WITH I.G. GLASS 6063-T6 ALUMINUM 49 WEDGE GLAZING GASKET TREMCO TR-4873S SILICONE DUROMETER 70 + -5 8 MALE HALF EXPANSION HORIZONTAL USED WITH I.G. GLASS 6063-T6 ALUMINUM 51 STEEL TO ALUMINUM SEPERATOR THERMO-TOK TN-9004 FASTENERS 9 CORNER MULLION ADAPTOR 6063-TB ALUMINUM 54 1 4" X 1' HWHTFS 300 SERIES S.S. WITHIN 3" FROM ENDS & 9" MAX. O.C. 10 PRESSURE PLATE 6063-T6 ALUMINUM 55 1 4-20 X 2" FNTCS 300 SERIES S.S. WITHIN 9" FROM ENDS & 9" MAX. O.C. 11 PRESSURE PLATE 6063-T6 ALUMINUM 56 NO. 70 X 3/8' FHTFS 300 SERIES S.S. 7 PER JOINT PLUG 12 PRESSURE PLATE 6063-T6 ALUMINUM 57 10-16 X 1 1 4" FHSDS 300 SERIES S-S- 1 PER VERTICAL MULLION SPLICE SLEEVE 13 PRESSURE PLATE 6063-T6 ALUMINUM 58 NO. 12 X 1" PHTFS 300 SERIES S.S. 1 PER VERTICAL MULLION SPLICE SLEEVE 14 SHEAR BLOCK (HORIZONTAL FRAMING TO STANDARD VERTICAL MULLION 6063-T6 ALUMINUM 59 NO. 12 X 1" PHTFS 300 SERIES S.S_ 2 ABOVE SPLICE; WITHIN 3' OF END 3" O.C. 60 1 4" X 3" S.S. HWHTFS FNTCS 300 SERIES S.S. WITHIN 9" FROM ENDS & 9" MAX_ O.C. 15 SHEAR BLOCK (HORIZONTAL FRAMING TO CORNER MULLION) 6063-T6 ALUMINUM 61 1 4-20 X 2" FNTCS 300 SERIES S.S. WITHIN 9" FROM ENDS 62 NO. 10 X 1 2" PHTFS 300 SERIES S.S. WITHIN 6" FROM ENDS & 18" MAX. O.C. 16 SHEAR BLOCK (TRANSOM MULUON TO STANDARD' VERTICAL MULLION) 6063-T6 ALUMINUM 63 NO. 8 X 1 2" FHTFS 300 SERIES S-S. 2 PER U-ANCHOR 64 NO. 12 X 1 7 8" PHTFS 300 SERIES S.S. 2 PER SHEAR BLOCK 17 SHEAR BLOCK (HORIZONTAL EXPANSION MULLION TO STANDARD VERTICAL MULLION) 6063-T6 ALUMINUM 65 NO. 12 X 7 8' FHTFS 300 SERIES S.S. 2 PER SHEAR BLOCK zoo W'o m z;s �x � a im gp4 W rnZ 5;� a o 3� 66 NO. 12 X 7 16' PHTFS 300 SERIES S.S_ 3 PER SHEAR BLOCK 18 SHEAR BLOCK (HORIZONTAL EXPANSION MULLION TO CORNER MULLION) 6063-T6 ALUMINUM 67 NO. 12 X 1 2" FHTFS 300 SERIES S.S. 2 PER SHEAR BLOCK 68 NO. 12 X 1 2" FHTFS 300 SERIES S.S. 14 PER SHEAR BLOCK 19 VERTICAL MULLION SPLICE SLEEVE 6063-T6 ALUMINUM ttttJilrrr/r �F�P" =s`�P , • "� '• yy� M % ;h a ,.; O ��� d6 �"''••""'""f�4� 20 STANDARD PRESSURE PLATE COVER 6063-T6 ALUMINUM 21 CORNER PRESSURE PLATE COVER 6063-T6 ALUMINUM 23 EXPANSION HORIZONTAL MULLION COVER 6063-T6 ALUMINUM 24 DOOR POCKET FILLER 6063-T6 ALUMINUM 25 SILL FRAMING FILLER 6063-T6 ALUMINUM AT 1 4 POINTS OF FRAMING SPAN 26A JOINT PLUG USED WITH MONOLITHIC GLASS SYSTEMS 6063-T6 ALUMINUM a o � 26B JOINT PLUG USED WITH I.G. GLASS SYSTEMS 6063-T6 ALUMINUM 27 T-ANCHOR 6063-T6 ALUMINUM 28 F-ANCHOR 6063-T6 ALUMINUM 29 U-ANCHOR 6063-T6 ALUMINUMo 30 F-PERIMITER ANCHOR USED WITH WITH MONOLITHIC GLASS SYSTEMS 6063-T6 ALUMINUM 31 F-PFRIMNER ANCHOR USED WITH WITH I.G. GLASS SYSTEMS 6063-T6 ALUMINUM 32 CORNER MULLION JOINER 5005 H32 ALUMINUM 18 4F 18 W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 1501h Court North Palm Beach Gardens, FL 33418 Phone (561)744-3424 ENGINEER'S EVALUATION REPORT #WWS-295 Prepared for: Kawneer Company, Inc. 555 Guthridge Court Norcross, GA 30092 Phone: 770-449-5555 Prepared by: Warren W. Schaefer, P.E. Florida Professional Engineer #44135 Manufacturer: Kawneer Company, Inc. Product Category: Curtain Wall Evaluation Method: 1-D (Engineer's evaluation) Product model & name: 7 13/16" Deep 1600 System 1 SMI Curtain Wall Documents that must accompany this report: 1. W. W. Schaefer Engineering & Consulting drawing No. 1790 & Addendum "A" Curtain Wall size restrictions and assembly requirements: See drawing No. 1790 and/or Addendum "A" Maximum allowable design pressure: See drawing No. 1790 or Addendum "A" Installation requirements: See drawing No. 1790 Code compliance: Code section(s) considered with this evaluation: FBC Chapters 17 & 24 Glass: All glass meets the current ASTM E1300 standard. Mullions: Mullion conditions stated in this approval have been tested in accordance with TAS-201, 202 & 203 and meet the requirements of FBC. Test Standards applicable to the testing of this curtain wall system: Aama-501, TAS-201, 202 & 203 Test Laboratory: Hurricane Test Laboratory, Inc. (HTL) & Architectural Testing, Inc. (ATI). Note that HTL is now known as Intertek Architectural Testing, Inc.) Test report numbers: HTL reports 0049-1106-00, 0049-0406-01 & 0049-0202-05; ATI reports B8873.01-550- 18. Note: All HVHZ test reports have been signed & sealed by a Florida PE. General report notes & system limitations: l . All size & installation conditions shown in this report, the referenced drawing No. 1790 and Addendum "A" are based off the referenced test reports and/or engineering analysis in accordance with the Florida Building Code. 2. Curtain wall shall be constructed in accordance with the descriptions in this report, and the manufacturer's state approved quality assurance entity specifications. 3. This product is approved for use in & outside of the High Velocity Hurricane Zones (HVHZ). 4. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures (0.85 directionality factor may apply per the current ASCE 7 standard). 5. This curtain wall is small missile impact rated and may not be installed at elevations below 30 ft. above grade or at any code designated large missile impact location without an approved shutter. 6. Dry glazing gaskets are in accordance with ASTM C864 7. When applicable, all safety glass requirements must be met per FBC chapter 24. (ATI) Architectural Testing, Inc. APR 0 8 2016 Warre . Schaefer, P.E. Flo ' P.E. #44135 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN PRESSURE TABLES) 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ) & IS LARGE MISSILE IMPACT RATED. 5. IMPACT SHUTTERS ARE NOT REQUIRED WITH THIS PRODUCT. 6. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALITY FACTOR OF Kd = 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. B. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTQ CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE_ A 9. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS QUALITY ASSURED BY A, FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE. ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. PRODUCT ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 10. CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. DRAWING USE INSTRUCTIONS: 1. DETERMINE IF THE WALL SYSTEM ISTOBE A MULTI -SPAN, REINFORCED SINGLE SPAN, OR NON -REINFORCED SINGLE SPAN CONDITION. IF MULTI -SPAN, ALL CONDITIONS SHOWN ON SHEETS 2 & 3 SHALL APPLY. IF A REINFORCED SINGLE SPAN, ALL CONDITIONS SHOWN ON SHEET 4 SHALL APPLY. IF A NON -REINFORCED SINGLE SPAN, ALL CONDITIONS SHOWN ON SHEET 5 SHALL APPLY. 2. CONDITIONS MAY NOT BE MIXED BETWEEN WALL SYSTEM TYPES. 3. ALLOWABLE GLASS PRESSURE SHALL BE CONSIDERED WITH ALL WALL CONDITIONS AND SHALL CONTROL IF LESS THAN THOSE ALLOWABLE PRESSURES STATED FOR THE APPLICABLE FRAMING SYSTEM. FREE SPANNING JAMB PERIMETER SEALANT NOTE (/,APPLICABLE TO ELEVATION ON SHEET 5): WHEN THERE IS NO CONTINUOUS JAMB SUPPORT, THE MINIMUM & MAXIMUM ALLOWABLE SPACE BETWEEN JAMB FRAME MEMBERS & THE OPENING SUBSTRATE OR FINISHES SHALL BE SPECIFIED BY THE ENGINEER OR ARCHITECT OF RECORD FOR EACH JOB BUT SHALL NOT BE LESS THAN 1/2" NOR GREATER THAN 1 3/8". WHEN CONSIDERING TYPE, DEPTH & JOINT SPAN OF SEALANT, THE ENGINEER/ARCHITECT SHALL TAKE INTO CONSIDERATION THE DEFLECTION OF THE JAMB MEMBER THAT WOULD OCCUR WHILE SUPPORTING THE JOB REQUIRED DESIGN WIND PRESSURE. ALSO TO BE CONSIDERED SHALL BE THE MATERIALS & SURFACES TO WHICH THE SEALANT WILL BE APPLIED. CORNER CONSTRUCTION: STANDARD FRAMING AT TOP & BOTTOM HORIZONTAL MEMBERS: VERTICAL MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (ITEM #14). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL FRAME MEMBER WITH 2 NO. 12 X 1 7/8" FHTF SCREWS. THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 X 7/8" PHTF SCREWS. CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT. STANDARD FRAMING AT INTERMEDIATE HORIZONTAL MEMBERS: HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL FRAME MEMBERS VIA A SHEAR BLOCK (ITEM 116). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL FRAME MEMBER WITH 2 NO. 12 X 1 7/8" FHTF SCREWS. THE INTERMEDIATE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 X 7/8" FHTF SCREWS. CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT. TYPICAL 90 DEGREE CORNER FRAMING: VERTICAL CORNER MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE MITER CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (ITEM #15). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL CORNER FRAME MEMBERS WITH 3 NO. 12 X 7/16" PHTF SCREWS. THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 X 1/2" FHTF SCREWS- CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT.. 90 DEGREE CORNER FRAMING AT SPLICE JOINT LOCATIONS: VERTICAL CORNER MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE MITER CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (ITEM #18). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL CORNER FRAME MEMBERS WITH 2 NO. 12 X 7/16- PHTF SCREWS (2 PER SHEAR BLOCK). THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 X 1/2" FHTF SCREWS (2 PER SHEAR BLOCK). CORNERS ARE SEALED WITH DOW 795 SILICONE SFALANT. STANDARD FRAMING AT SPLICE JOINT LOCATIONS: VERTICAL MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLOCK (ITEM #17). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL CORNER FRAME MEMBERS WITH 2 NO. 12 X 1 7/8" PHTF SCREWS (2 PER SHEAR BLOCK). THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 X 1/2" FHTF SCREWS (2 PER SHEAR BLOCK). CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT. EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT, PRIOR TO STATING CODE COMPLIANCE WTM THE STATE. THE MANUFACTURER SHALL CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED HERE -IN IS CURRENT WITH ALL CURRENT TESTING. CODES AND APPLICABLE STANDARDS. THESE I.G. GLASS OPTIONS ARE NOT APPLICABLE FOR USE WITH A VERTICAL CORNER FRAME MEMBER. I.G. GLASS MAY ONLY BE APPLIED BETWEEN INTERMEDIATE & JAMB FRAME MEMBERS (KAWNEER DOES NOT SUPPLY A CORNER PRESSURE PLATE FOR USE WITH I.G. GLASS) GLASS D.L.O. SIZE VS. PRESSURE GLASS OPTIONS MAXIMUM O.LO_ WIDTH MAXIMUM D.L.O. HEIGHT ALLOWABLE DESIGN PRESSURE 1. 2, 3• 6 & 7 58 1/2" 93 1/2" +/-90 PSF 57 3/4" 94 3/4" +/-90 PSF 73 3/4" 54 5/8" +/-90 PSF 4 & 5 58 1/2" 93 1/2" +/-65 PSF 57 3/4" 94 3/4" +/-65 PSF 73 3/4" 54 5/8" +/-65 PSF SEE GLAZING DETAILS FOR GLASS OPTIONS HEIGHT & WIDTH MAY NOT BE INTERCHANGEDI INSTALLATION OF ANY OTHER PRODUCT NOR MY MAXIMUM ALLOWABLE FRAMING MEMBER DEFLECTION L/180 (SPAN OF MEMBER DIVIDED BY 180) DEFLECTION AS RESTRICTED BY THE BUILDING CODE. IF JOB CONDITIONS REQUIRE LESS DEFLECTION, THE JOB CONDITIONS SHALL CONTROL ANCHOR LEGEND ANCHOR SYMBOL ANCHOR DESCRIPTION EB STANDARD WIND LOAD ANCHOR ® CORNER WIND LOAD ANCHOR m STANDARD DEAD LOAD ANCHOR ® CORNER DEAD LOAD ANCHOR N STANDARD T-ANCHOR CORNER T-ANCHOR DOOR JAMB U-ANCHOR e F-ANCHOR (FRAME MEMBER ENDS SEE SHEETS 6-10 FOR DETAILS OF ANCHORS VERTICAL MEMBER REINFORCEMENT LEGEND R1 = REINFORCEMENT PART NUMBER 36 R2 = REINFORCEMENT PART NUMBER 36 & 37 R3 = REINFORCEMENT PART NUMBERS 36, 37 & 38 ® = REINFORCEMENT PART NUMBERS 36. 37, 38 & 39 R5 = REINFORCEMENT PART NUMBER 40 SEE PARTS DRAWINGS &PARTS LIST FOR APPLICABLE REINFORCEMENT MEMBERS &THEIR DETAIL. e 0 :c [F W O" Q � 2 O 0) k: i��6,.Z "�", 11 OTE: INFORMATION ON THIS SHE APPLIES TO ALL ELEVATIONS. CJ F2 " zo U M [� a- awon nti U=fn dam' N I cDowo 3 ,Lo o Of �Inz m 1 OF CURTAIN 1. WITH EACH APPUC40LE JOB, SHOP DRAWINGS SHAU. BE PREPARED AND CERTIFIED BY A LICENSED ENGINEER EXPERIENCED WITH CURTAIN WALL DESIGN. 2. THE RESPONSIBLE ENGINEER SHALL DESIGN THE WALL SYSTEM SEPARATELY FOR EACH JOB & CONFIRM THAT ALL CONDITIONS STATED HERE -INN HAVE BEEN CONSIDERED AND ADHERED TO IN THAT DESIGN. 3. IN HIS/HER DESIGN, THE RESPONSIBLE ENGINEER SHALL VERIFY THE INTEGRITY OF ALL CONNECTIONS AND FRAMING MEMBERS & SHALL TAKE FULL RESPONSIBILITY FOR THE NTEGRITY OF THE SYSTEM DESIGN AS A WHOLE WHILE NOT ALLOWING 714E CONDITIONS STATED HERE -IN TO BE EXCEEDED. ALLOWABLE SUPPORT REACTIONS AND VERTICAL FRAMING MEMBER BENDING MOMENTS SHALL NOT EXCEED THOSE STATED IN THE TABLES ON THIS SHEET, REGARDLESS OF JOB DESIGN 4, THE CURTAIN WALL DESIGN ENGINEER SHAD. CONSIDER ALL APPLICABLE REACTION LOADS IN HIS/HER DESIGN WHILE NOT ALLOWING THE REACTIONS RESUTUNG FROM WIND LOADS TO EXCEED THOSE SPECIFIED IN THE ANCHOR REACTION LOAD TABLE. 5. THE WORSE CASE OF THE CONDITIONS SPECIFIED IN THIS PRODUCT APPROVAL DRAWING AND THOSE DETERMINED BY THE INDIVIDUAL JOB ENGINEER'S ANALYSIS & DESIGN SHALL CONTROL AS APPLICABLE FOR THE ACTUAL JOB. IL REGARDLESS OF JOB DETERMINED MEMBER STRESS & DEFLECTION CONDITIONS, THE FOLLOWING SHALL APPLY: A REINFORCEMENT TYPE R1 MUST BE PLACED BETWEEN SUPPORTS IN ALL VERTICAL INTERMEDIATE FRAME MEMBERS THAT SPAN OVER 114' BETWEEN THEIR SUPPORTS (NOT REQUIRED IF THE UNSUPPORTED SPAN IS 114' OR LESS & THE JOB DESIGN ALLOWS FOR NO REINFORCEMENT). A IF BETWEEN 2 DOOR UNITS, THE VERTICAL FRAMING MEMBER SHALL BE REINFORCED. REINFORCEMENT SHALL BEGIN MAXIIMUM 12' UP FROM THE SILL & EXTEND MINIMUM 12' PAST THE DOOR HEAD FRAME- C. ALL VERTICAL INTERMEDIATE FRAMING MEMBERS SHALL BE REINFORCED ACROSS ALL INTERMEDIATE DEAD/WIND LOAD ANCHOR LOCATIONS WITH ONE OF THE REINFORCEMENT TYPES Rl, R2 OR R3 AS SPECIFIED IN THE ELEVATION. THIS REINFORCEMENT SHALL EXTEND A MINIMUM OF 18' ABOVE & BELOW THE SUPPORT. D. REINFORCEMENT TYPE R4 IS REQUIRED IN ALL VERTICAL CORNER FRAME MEMBERS. IT SHALL BE CONTINUOUS BETWEEN ALL MEMBER SPLICE JOINTS AND EMEND TO WITHIN 24" OF WALL BASE, 12" OF A SPLICE & 18' OF THE WALL TOP. 7. REINFORCEMENT IS NOT REWIRED TO BE CONTINUOUS TOP TO BOTTOM WITHIN THE VERTICAL FRAMING MEMBERS. REINFORCEMENT MAY BE NON -CONTINUOUS, AS DETERMINED FOR EACH JOB, PROVIDING ITMEETS THE MINIM IM GUIDEUNFS OF THIS DRAWING. & THIS ELEVATION SHOWS THE 1600 CURTAIN WALL SYSTEM i IN A MULTI -STORY APPLICATION. THE NUMBER OF FLOORS WITH WHICH THIS SYSTEM MAY BE USED RANGE FROM TWO(2) TO UNLIMITED WITH THE ONLY RESTRICTIONS BEING THE MAXIMUM SPAN BETWEEN FLOORS/SUPPORTS AND THE MAXIMUM D.LO. SIZES SPECIFIED. B. SPLICING OF VERTICAL FRAME MEMBERS MAY OCCUR BETWEEN SUPPORTS AS REWIRED. LOCATION OF THOSE SPLICES SHALL BE WHERE A BENDING MOMENT OF NEAR ZERO(0) OUSTS IN THE MEMBER. 10. THE MULTI -SPAN ELEVATION SHOWN SHOWS ONE DOOR SECTION. MULTIPLE DOOR SECTIONS MAY OCCUR SIDE -BY SIDE IN ONE WALL SYSTEM PROVIDING ALL REQUIREMENTS WITHIN THIS DRAWING ARE MET AND THE JOB DESIGN ALLOWS FOR THE MULTIPLE DOOR CONDITION. 11. ALTHOUGH A DOOR SECTION IS SHOWN, THAT SECTION MAY EXIST WITH OR WITHOUT A DOOR. 12. THE ELEVATION HERE -IN SHOWS T-ANCHORS AT THE BASE OF THE WALL ONLY. THESE ANCHORS MAY ALSO BE USED AT THE TOP OF A WALL IN LIEU OF THE WIND/DEAD LOAD ANCHORS SHOWN PROVIDING THE SPAN BETWEEN THE T-ANCHORS AND THE BELOW WIND/DEAD LOAD ANCHORS DOES NOT EXCEED 167 1/2' (SAME SPAN AS AT THE BASE) & THEY ARE INSTALLED THE SAME AS SHOWN AT THE BASE T-ANCHORS MAY APPLY AT THE TOP END OF A DOOR JAMB FRAME MEMBER (1) MAXIMUM ALLOWABLE BENDING MOMENTS IN VERTICAL FRAMING MEMBERS (FOR USE WITH MULTI —SPAN CURTAIN WALL) (2) (3) MAXIMUM VERTICAL MEMBER ALLOWABLE BENDING MOMENT (POS & NEG) INTERMEDIATE MEMBER WITH NO REINFORCEMENT 61934 IN -LB INTERMEDIATE MEMBER WITH REINFORCEMENT "R1' 84610 IN -LB INTERMEDIATE MEMBER WITH REINFORCEMENT "R2" 115852 IN -LB INTERMEDIATE MEMBER WITH REINFORCEMENT "R3" 133705 IN -LB INTERMEDIATE MEMBER WITH REINFORCEMENT `R4" 150418 IN -LB CORNER MEMBER WITH REINFORCEMENT 'R5" (4)141377 IN -LB NOTES: (1) THE VALUES IS THIS TABLE ARE APPLICABLE TO THE JOB REQUIRED DESIGN OF THE MULTI -SPAN WALL SYSTEM & NEED NOT BE CONSIDERED WITH SINGLE SPAN WALLS. ALL SINGLE SPAN MEMBER & REINFORCEMENT CONDITIONS SHALL BE AS SPECIFICALLY SPECIFIED IN THE SINGLE SPAN ELEVATIONS. (2) FOR DESCRIPTIONS OF REINFORCEMENTS, SEE THE 'VERTICAL MEMBER REINFORCEMENT LEGEND". (3) ALL VALUES ARE BASED ON THE WORSE CASE OF TESTED MOMENT AND ALLOWABLE MOMENT. (4) MOMENT VALUE SHOWN FOR THE CORNER MULLION IS DUE TO THE RESULTANT LOAD IN THE PLANE OF THE MULLION (LOAD FROM BOTH SIDES COMBINED INTO A RESULTANT). FOR SINGLE SIDE LOAD, THE ALLOWABLE MOMENT SHALL NOT EXCEED 70688 IN -LB. IN THAT DIRECTION (LOAD VECTOR 45 DEGREES TO MULLION ANGLE). ANCHOR REACTION LOAD CAPACITY (MULTI -SPAN CURTAIN WALL) ANCHOR ANCHOR (1)MAXIMUM SYMBOL DESCRIPTION ALLOWABLE REACTION LOAD ® STANDARD WIND LOAD ANCHOR 8980 LEIS ® CORNER WIND LOAD ANCHOR (2) 5967 LBS m STANDARD DEAD LOAD ANCHOR 8980 LEIS ® CORNER DEAD LOAD ANCHOR (2) 5967 LBS STANDARD T-ANCHOR 3152 LBS CORNER T-ANCHOR (2) 1789 LBS DOOR JAMB U-ANCHOR 2694 LBS eIF-ANCHOR (FRAME MEMBER ENDS)l 1131 LBS (1) MAXIMUM ALLOWABLE REACTION LOADS SHOWN CONSIDER REACTIONS FROM WIND LOADS ONLY & APPLY TO BOTH POSITIVE & NEGATIVE WIND DIRECTIONS. IN ADDITION TO WIND LOADS, THE CURTAIN WALL DESIGN ENGINEER OF RECORD FOR EACH PROJECT SHALL ALSO CONSIDER OTHER APPLICABLE LOADS SUCH AS, BUT POSSIBLY NOT LIMITED TO, DEAD LOADS FROM THE CURTAIN WALL WEIGHT. (2) REACTION LOAD SHOWN FOR THE CORNER ANCHORS IS THE RESULTANT LOAD IN THE PLANE OF THE MULLION (LOAD FROM BOTH SIDES COMBINED INTO A RESULTANT). FOR EITHER SIDE LOAD, THE ALLOWABLE REACTION LOAD SHALL NOT EXCEED 4220 LB. FROM EITHER SIDE FOR THE WIND & DEAD LOAD ANCHORS NOR 1265 LBS FROM EITHER SIDE FOR THE T-ANCHOR. OPENING TYPE FRAME/CUP TO OPENING MINIMUM MINIMUM (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. F-PERIMETER ANCHOR SCREWS MIN. 1/8' THK A36 STEEL 1/4-14 OR 20 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' MIN. 3000 PSI CONCRETE (1) 3/8" CONCRETE SCREW ANCHOR 2 1/2" 2 1/2" T T & U-ANCHOR 3/8`-16 430 SS HCMS OR GR. 5 CS THREAD FULL 3/4" FORMING SCREW 3/8` GR. 5 CS OR 316 SS BOLT WITH LOCK FULL 3/4' i; MIN. 1/4" THK A36 STEEL WASHER & NUT 1/2`-13 300 SS HCMS OR GR. 5 CS THREAD FULL 1" FORMING SCREW 1/2' GR. 5 CS OR 316 SS BOLT WITH LOCK FULL 1. i WASHER & NUT (2) MIN. 3000 PSI CONCRETE 1 (1) 1/2- CONCRETE SCREW ANCHOR 1 4" ISEE DETAILS (1) 3/8" & 1/2" CONCRETE SCREWS SHALL BE SIMPSON STRONG -TIE TITAN HD SCREW ANCHOR (GALVANIZED STEEL). (2) MINIMUM CONCRETE SLAB THICKNESS FOR PLACEMENT OF -r & 'U' ANCHORS IS 7". MAXIMUM ALLOWABLE DESIGN PRESSURE (MULTI -SPAN CURTAIN WALL) +90 -90 PSF L THE ABOVE STATED PRESSURES ARE THE MAXIMUM ALLOWED ON ANY JOB REGARDLESS OF WHAT THE JOB SPECIFIC DESIGN RESULTS MAY SHOW. INCREASE OF ALLOWABLE DESIGN PRESSURE ON ANY JOB IS CONSIDERED OUTSIDE THE SCOPE OF THIS APPROVAL. SEE 'MULTI -SPAN WALL NOTES' ON THIS SHEET FOR ACTIUM JOB DESIGN CONDITIONS. 2. SEE ALLOWABLE GLASS DESIGN PRESSURE TABLE ON SHEET t FOR GLASS PRESSURE RESTRICTIONS. THE LESSER OF THE ALLONABLE PRESSURE ON THE FRAMING SYSTEM AND THAT OF THE GLASS SHALL CONTROL FOR THE OVERALL SYSTEM. NOTE: INFORMATION ON THIS SHEEP APPLIES TO ELEVATIONS ON SHEET 3 ONLY. OPTION 1: USE THE TECHNICAL INFORMATION SPECIFIED ON THIS SHEET FOR AN EXACT APPROACH TO DESIGN THE CURTAIN WALL FRAMING WHILE BEING REQUIRED TO PROVIDE ENGINEER SIGNED AND SEALED JOB SPECIFIC SHOP DRAWINGS FOR EACH JOB. OPTION 2: USE THE LOAD TABLES ISSUED WITHIN W. W. SCHAEFER ENGINEERING & CONSULTING, P.A.'S ADDENDUM A" TO CONSERVATIVELY DETERMINE THE REQUIREMENTS FOR THE CURTAIN WALL FRAMING. WITH THIS OPTION, SIGNED AND SEALED JOB SPECIFIC SHOP DRAWINGS ARE NOT A REQUIREMENT OF THIS APPROVAL 2�.'ru � o o: >' cri Q ZKm JUna N 0 - (of)� o O N is U-) Z v I$ SHEET NO. 2 OF 18 VARIES WITH NUMBER OF PANELS VARIES WITH NUMBER OF PANELS ^ 2 1/ 58 1/2"58 1/2"�J 3 9/16" 3 9/16" "\ 1/2"�� 58 1/2" /2 3/4" 2 1/2' /1 MAX. MAX. _I MAX. MAX. �� MAX. � 4" 2 1/2" r 6 MAX. 11 2 1/2 11 2 1/2"F MAX. 4" MAX. —�• CENTER OF -F 1B % OR I SUPPORT ®I TR OR j ME j I m m OPPOSE j Ri I RS I o z I R1 I Ct i n z o w I J4 J1 R1 aw os 1 N w as v I FOR MAX. I 1 1 B 14 74 I 1 w o m z I D.LO.. SEE I 1 14 % �_ —__A JS J2 z w w D.L.O. SIZE I J3 _ PLAN VIEW: MAX. O G 14 14 I sBLEErOi 14 A MULTI —SPAN CURTAIN WALL (NP) ¢ J3 I K m w Cl SCALE: 1/4" = V-0" 1 I v , w x I H2 H1 EE SPLICE 11 1 SHEET 13DETAILS N TYPICAL 0 �AT ALL TYPICAL x �' 3 a _ 9" MAX' HORIZONTAL = z rn AT ALL I K' R7 MEMBER o f HORIZONTAL R, I I 14 R7 ENDS 0 MEMBER ENDS R2 RR �� ❑ I ♦ ® I CENTER I I ® G2 ® R2 I G1 OR R3 R2 JAMB ® I R3 FRAME OR MEMBER < 3 o c n 0o"a A I OR / 1 i i/ ® I OF I t m 1 m R4 % Z = w W y MAX. _ SUPPORT I® c.> n % I % i % I // I O.C. (TYP.) D umi z RS I F SIDE JAMB F-PERIMITER FOR ANCHOR w I ° w o s o N l n w IMERMEDIATE ADD 1 EXTRA ANCHOR WHEN ANCHOR SCREWS WHERE SHOWN. DETAILS, SEE ¢ y I cwi a cwi o m I o vx o x_j FRAME MFb1BER F DOUBLE DOOR w` �- "ANCHOR SHEETS 6, 7 I z n o I w z a 0 I EXISTS (NOT m zao° SEE k B a w o Z Z (� - 9 APPLICABLE REQUIREMENTS I o I W w I o w m - -= MAX• WITH SINGLE o TABLE" ON SHEET 2 FOR (� w w I m w w I zm gy m¢ I % I/ D1 DOORS) m m w< REQUIREMENTS. I I % J x N I u % I z tE I % ( I v 78 w — I I I m i I \\ MAx. o.c. o z� ir Wz I I � $� �m`z B2 Bt �) II n sZ o 4" J MAX. l6U SINGLE OR DOUBLE 4 J B 3 UNDER MAX.`•tGPu*a�J1j`�1y1., EXTERIOR ELEVATION VIEW "A —A".- SEPARATE APPROVAL `���(DOOR a MULTI —SPAN CURTAIN WALL EXTERIOR FI FVATION VIEW "R-R'• �N•������/V Qom.. ,o ' • SCALE: 1/4" _ ,'-o' MULTI -SPAN CURTAIN WALL : o Q, r o o � SCALE: 1/4" = V-D" CW * a m Z = ?/ Z �i ��?O of 18 N ALLODESIGN PRESSURE NOTES APPLICABLE TO SINGLE -SPAN REI Q ANCHOR REQUIREMENTS TABLE W �" (SINGLE SPa, fiEINFORCED CURTAIN WALL WITH 11. REINFORCEMENT SHALL RUN CONTINUOUS IN INTERMEDIATE AND (SINGLE SPAN REINFORCED CURTAIN WALL) ° n.i,: REINFORCEMENT R2) CCOiRRNER VERTICAL MEMBERS & EXTEND TO WITHIN 13 1/2" OF THE S. OPENING TYPE FRAME/CUP TO OPENING MINIMUM MINIMUM MAXIMUM MAXIMUM ALLOWABLE PRESSURE 2. THERE IS NO LIMIT TO THE NUMBER OF SECTIONS HORIZONTALLY (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. o FRAME LOAD (POS & NEG PSF) PROVIDING THE OPENING IS DESIGNED TO SUPPORT THE LOADS HEIGHT WIDTH AT STANDARD & AT DOOR JAMB TRANSFER EO FROM THE WALL SYSTEM_ F-PERIMETER ANCHOR SCREWS 3. THE SINGLE -SPAN ELEVATION SHOWN SHOWS ONE DOOR SECTION. MIN. 16 GA, 50 KSI METAL STUD i 4-14 GR. 5 SELF TAP DRILL SCREW FULL 1/2" 9 (IN.) ON•) CORNER MULLION MULLION C MULTIPLE DDOR SECTIONS MAY OCCUR SIDE -BY SIDE W ONE WALL / _ SYSTEM PROVIDING ALL REOUIREMENTS WTIHIN THIS DRAWING ARE MET MIN. 2X6 WOOD FRAME OR 1 4 OIA GR. 5 COARSE THREAD 76 1/4 81.0 69.3 & ppppER LOAD WIDTH (DISTANCE BETWEEN DOOR CENTERS) IS BUCK (MIN. GR. 2 & G=0.55) / SCREW1 1/4 3/4" 72 85.8 73.3 CONSIDERED WHEN DETERMINING ALLOWABLE DESIGN PR65URE 147 68 5 8 90.0 77.0 4. ALTHOUGH A DOOR SECTION IS SHOWN AT A SIDE JAMB. THAT MIN. 1/8" THK A36 STEEL 1 4-14 OR 20 GR. 5 SELF TAP DRILL SCREW FULL 1/2" / SECTION MAY EXIST WITH OR WITHOUT A DOOR & THE ODOR MAY MIN. 3000 PSI CONCRETE (1) 3 8" CONCRETE SCREW ANCHOR 2 1 2 2 1/2" 0 62 90.0 85.2 EXIST IN ANY BAY. / / 5. THE ELEVATION HERE -IN SHOWS T-ANCHORS AT THE BASE Of THE T & U-ANCHOR SCREWS BOLTS VERTICAL MEMBER ENDS) 58 90.0 82.6 WALL ONLY. THESE ANCHORS MAY ALSO BE USED AT THE TOP OF A - 76 1/4 1 82.7 70.7 ARE IN U mOF T EE WWIE a �sDOANCHHO S SHOWN PROVIDING THEY AT THE BASE3/8'-16 430 SS HCMS OR GR. 5 CS THREAD ALL 3/4" 72 67.6 74.9 FORMING SCREW 144 68 5/8 90.0 78.6 3/8" GR. 5 CS OR 410 SS BOLT WITH LOCK FULL 3/4" 62 90.0 86.9 MIN. 1/4" THK A36 STEEL WASHER & NUT 59 90.0 90.0 D D 1/2'-13 300 SS HCMS OR GR. 5 CS THREAD FULL 1" 76-1/ 4 90.0 77.1 FORMING SCREW 72 90.0 81.7 N_ 1/2' GR. 5 CS OR 410 SS BOLT WITH LOCK FULL 1" 132- PLAN VIEW: WASHER & NUT 68 5 B 90.0 85.7 SINGLE -SPAN REINFORCED CURTAIN (2) MIN. 3000 PSI CONCRETE (1) 1 2' CONCRETE SCREW ANCHOR 4' SEE DETAILS �. ? O1 65 90.0 90.0 C O 76 1/4 90.0 84.8 E (i) 3/B" & 1/2" CONCRETE SCREWS SHALL BE SIMPSON STRONG -TIE TITAN HD SCREW ANCHOR co.T 10 n 120 SCALE: 1 4" = 1'-0' (GALVANIZED STEEL). w n 72 90.0 89.8 / D_ o a I (2) MINIMUM CONCRETE SLAB THICKNESS FOR PLACEMENT OF "T" & "U" ANCHORS IS 7". w o o a 112 76 1/4 90.0 90.0 22 a 3 U = N � LESSI IRE TABLE b0M FOR MAX. Z Of 0 0 SEE ELEVATION FOR DIMENSIONING OF LOAD FOR MAX. D.L.O., FOR MAX. D.LO., M. 58 1 /2" 58 1 /2" DLO. SEE ¢ z o o n SEE D.L.O. SIZE SEE D1.0. SIZE 73 3/4" z PRESSURES SHOWN ARE SPECIFIC TO EACH MAX. AT 3 9/16" MA)(, AT D_L.O. SIZE 2 1/2" 32 o DMDUAL FRAME MENDER SUPPORT ARE0. TABLE ON TABLE ON MAX. SIDE JAMB z CORNER CORNER TABLE ON LLOWABLE PRESSURE MAY VARY FROM BAY TO BAY SHEET 1 3 9/16" SHEET 1 F-PERIMITER DICTATED BY EACH INDIVIDUAL FRAME MEMBER SHEET i ANCHOR SCREWS )NDIRON. 4" 2 1/2" 1 2 1/2" Al 2 1/2" jr2 /2" LESSER OF PRESSURES STATED IN THIS TABLE & �, 11 WHERE SHOWN. iE ALLOWABLE GLASS PRESSURE, AS SHOWN ON SEE "ANCHOR iEET i, SHALL CONTROL AS ALLOWABLE FOR THE ,® ALL AssEMBLY. REQUIREMENTS LESSER PRESSURE AT DOOR FRAM NEAIBER IS �ME K 1 K I % % % % FEE TABLE" ON THIS m JE TO THE DOOR JAMB U-ANCHOR HAVING A 1 -w I INTERMEDIATE SHEET FOR O C90 THIS CAPACITY THAN THAT OF 71iE T-ANCHOR MEMBER J2 W w o N ri FRAME MEMBER TITS TABLE CONSIDERS USE OF REINFORCEMENT 14 m l i m � y w I I F REQUIREMENTS. m zoo m 2 AT THE WITER EDIATE FRAME MEMBERS. SEE FOR END I•' I z x 1 m o v=i I MEMBER 1 - Lu 9 - z z DI - 9"--TYPICAL AT ALL w JAU TABLES IN W. W. SCHAEFER ENGINEERING'S m p Q m O 0- Z� DDE14DUM A" FOR USE OF REINFORCEMENTS R1, ANCHOR w 1 F- I w I - 1i1 CD pain 3& R4. Mom' INTERMEDIATE FRAME ( DETAILS, SEE I m o I< o I I I e MAX. HORIZONTAL o w y / / MEMBER ENDS MEMBER I SHEETS 6, 7, w l r w i ILL o w m J2 E Q! B I 2 i TYPICAL AT ALL 9 & 10 w n DO SINGLE 0v w HORIZONTAL 18" MAX. D.C. (TYP.) I Z I ¢ w I z G2 I Gt X z I DOUBLE DOOR ADD 1 EXTRA Z" MEMBER ENDS I\ o I ti I o 1 % I 1 % I � z I 'UNDER SEPARA ANCHOR WHEN _ SIDE JAMB F-PERIM(TER OppOS11E - " I w rn LL 1 U I m ao APPROV _ _ I 18" DOUBLE DOOR n oiZ gym$ ANCHOR SCREWS WHERE C1 \ \ 1 LI' 1 R2 R2 ^ R2 \ / MA O.C. EXISTS (NOT 3coi SHOWN. SEE "ANCHOR 1 v I I I I r o I \ / (TYP-) REQUIRED WITH U REQUIREMENTS TABLE" ON C2 R2 1 R5 1 I RS I �o \ / SINGLE DOORS) 3i1 THIS SHEET FOR 11 I 1 2 i B7 I I i I/ REQUIREMENTS. \ 11 % i 1 % % _ �� �_ _� e"�11.1111111iiij,```' z m 4" T lPU Q B ��Otv�t�.... N/ems MAX. 1/2 1/2 t/2 1/2 MAX. ��e�.•�..... a s y�c LOAD LOAD WIDTH LOAD LOAD LOAD WIDTH LOAD WIDTH LOAD WIDTH LOAD e U .:Au o o ; 3� WIDTH WIDTH WIDTH WIDTH =�? W � * a Q: a NOTE: INFORMATION ON MEMBER D_LO_ D.LO. EDGBERJ D.L.O. D.LO. D.L.O. DOOR MEMBER ' j 6 N �•' 4 g THIS SHEET APPLIES TO CENTERLINE CENTERUNE CENTERLINE CENTERLINE CENTERLINE CENTERUNE CENTERUNE CENTERUNE o� •Z f•y 3 ELEVATIONS ON THIS EXTERIOR ELEVATION VIEW "C-C": EXTERIOR ELEVATION VIEW "D-D": �466 ••»•••.••''Ogee DRAWI SHEET ONLY. SINGLE -SPAN REINFORCED CURTAIN WALL SINGLE -SPAN REINFORCED CURTAIN WALL ��"hfilli%SHE89O. A SCALE: 1/4" = V-0" SCALE: 1/4" = V-O" 4 OF 18 ALLOWABLE DESIGN PRESSURE (SINGLE SPAN NON —REINFORCED CURTAIN WALL) MAXIMUM MAXIMUM ALLOWABLE FRAME LOAD PRESSURE HEIGHT WIDTH (POS & NEG (IN.) (IN.) PSF) 114 108 102 96 90.0 76.0 9"- e MAX. 90. D 90 176 1/4 1 90.0 NOTES- 1. SEE ELEVATION FOR DIMENSIONING OF LOAD WIDTH- 2 PRESSURES SHOWN ARE SPECIFIC TO EACH WDMDUAL FRAME MEMBER SUPPORT AREA. ALLOWABLE PRESSURE MAY VARY FROM BAY TO BAY AS DICTATED BY EACH INDIVIDUAL FRAME MEMBER CONDITION. 3. LESSER OF PRESSURES STATED IN THIS TABLE & THE ALLOWABLE GLASS PRESSURE. AS SHOWN ON SHEET I. SHALL CONTROL AS ALLOWABLE FOR THE FOR MAX_ D.L.O., SEE D.LO. SIZE TABLE ON SHEET 1 rr ,,,,4^v 4" MAX. co , Vim" ac , Vo• FOR MAX. D.L.O.. FOR MAX_ MEMBER D.LO. D.L.O.-MLMULH- CENTERLINE CENTERLINE CENTERLINE EDGE EXTERIOR ELEVATION VIEW "E-E": SINGLE -SPAN NON -REINFORCED CURTAIN WALL WITH CONTINUOUS -SIDE JAMB FRAME F-ANCHOR SCALE: 1/4' = 1'-O" SEE "FREE SPAN JAMB PERIMETER SEALANT NOTE' 0 ON SHEET ANCHOR REQUIREMENTS TABLE (SINGLE SPAN NON —REINFORCED CURTAIN WALL) OPENING TYPE (SUBSTRATE) FRAME/CUP TO OPENING FASTENER TYPE MINIMUM EMBED I MINIMUM EDGE DIST. F—PERIMETER ANCHOR SCREWS MIN. 16 GA. 50 KSI METAL STUD 1 4-14 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 2 & G=0.55) 1/4" DIA, GR. 5 COARSE THREAD SCREW 1 1/4" 3/4" MIN. 1/8" THK A36 STEEL 1 4-14 OR 20 GR. 5 SELF TAP DRILL SCREW FULL 1/2" MIN. 3000 PSI CONCRETE (1) 3/8' CONCRETE SCREW ANCHOR 2 1/2" 2 1/2" T, F & U—ANCHOR SCREWS/BOLTS (VERTICAL MEMBER ENDS MIN. 1/4" THK A36 STEEL 3/8'-16 430 SS HCMS OR GR. 5 CS THREAD FORMING SCREW FULL 3/4' 3/8' GR, 5 CS OR 410 SS BOLT WITH LOCK WASHER & NUT FULL 3/4" MIN. 1/8' THK A36 STEEL 1 4-14 OR 20 GR. 5 SELF TAP DRILL SCREW FULL 1/2" (2) MIN. 3000 PSI CONCRETE (1) 3/8' CONCRETE SCREW ANCHOR 3 1/4' SEE DETAILS MIN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) 5/16" DIA. GR. 5 COARSE THREAD SCREW 1 1/4' 3/4" MIN. 16 50 KS] METAL STUD 1 4-14 GR. 5 SELF TAP DRILL SCREW FULL 1/2" . (1) 3/8- CONCRETE SCREWS SWILL BE SIMPSON STRONG -TIE TITAN HO SCREW ANCHOR (GALVANIZED STEEL) (2) MINIMUM CONCRETE SLAB THICKNESS FOR PLACEMENT OF "T", "F" & 'U' ANCHORS IS 5 1/2". D.LO. CENTERLINE ADD 1 EXTRA ANCHOR WHEN DOUBLE DOOR EXISTS (NOT 9' REQUIRED WITH MAX( SINGLE DOORS) TYPICAL AT ALL O.C. HORIZONTAL �) MEMBER ENDS SIDE JAMB F-PERIMETER ANCHOR SCREWS WHERE SHOWN. SEE "ANCHOR REQUIREMENTS TABLE" ON THIS O.LO. D.L.O. DOOR MEMBER SHEET FOR CENTERUNE CENTERUNE CENTERUNE CENTERLINE REQUIREMENTS. EXTERIOR ELEVATION VIEW "F-F": WHENETO WOOD SINGLE -SPAN NON -REINFORCED CURTAIN WALL OR METAL STUD WITH CONTINUOUS SIDE JAMB FRAME F-ANCHOR SUBSTRATES) SCALE: 1/4" = 1'-0" JAMB N APPLICABLE TOSINGLE-SPAN NON -REINFORCED CURTAIN WALLS 1. THERE 15 NO LIMIT TO THE NUMBER OF SECTIONS HORIZONTALLY PROVIDING THE OPENING IS DESIGNED FRAME TO SUPPORT THE LOADS TRANSFERED FROM THE WALL SYSTEM. MEMBER e L THE SINGLE -SPAN ELEVATION SHOWN SHOWS ONE DOOR SECTION. MULTIPLE DOOR SECTIONS MAY OCCUR SIDE -BY SIDE IN ONE WALL SYSTEM PROVIDING ALL REQUIREMENTS WITHIN THIS DRAWING ARE MET & PROPER LOAD WIDTH (DISTANCE BETWEEN DOOR CENTERS) IS CONSIDERED WHEN DETERMINING ALLDWABLE DESIGN PRESSURE S ALTHOUGH A DOOR SECTION IS SHOWN AT A SIDE JAMB, THAT SECTION MAY EXIST WITH OR WITHOUT A DOOR & THE DOOR MAY EXIST IN ANY BAY I 4 THE OF 'IHE WALL NLY. THESE ANCHORS MAY AT THE IND -IN SHOWS LW UEU l 3 A150BE _USEDAT THETOPTOP OF A W OF THE WRS LOAD ANCHORSSHOWN PROVIDING THEY ARE AS SHOWN AT THE RASE S REGARDLESS THE OF FRAME HEIGHT, CORNER FRAME MEMBER MUST BE REINFORCED. REINFORCEMENT SHALL RUN CONTINUOUS &EXTEND TO WITHIN 13 1/2' OF THE FRAME MEMBER ENDS. V \ & SIDE JAMB FRAME MEMBERS MAY BE SUPPORTED EITHER BY A CONTINUOUS SIDE JAMB F-PIRIMITER ANCHOR OR BY END ANCHORS AS SHOWN. 7. E DOWEEN 2 DOOR UNITS, THE VERTICAL FRAMING MEMBER SHALL BE REINFORCED. REINFORCEMENT A / SHALL BEGIN MAXIMUM 12' UP FROM THE SIL & EXTEND MINIMUM 12" PAST THE DOOR HEAD FRAME FRAME ll[\ / MEMBER \ '. I / SINGLE OR DOUBLE DOOR UNDER SEPARATE APPROVAL ALTERNATE SIDE JAMB FRAME CONDITION (SUPPORTED BY END F-ANCHORS VS. CONTINUOUS SIDE F-ANCHORS) SCALE: 1/4' = 1'-0" ALL CONDITIONS SHOWN IN THE MAIN ELEVATIONS OF THIS SHEET SHALL EQUALLY APPLY TO THIS SIDE JAMB CONDITION. I: PLAN VIEW: SINGLE -SPAN NON `e��ruii -REINFORCED CURTAIN WALL .0 R e "ID c6 F ➢rr SCALE: 1/4' = 1'-O' T � U y 1 �A\ L� S ' W d' �J'� O E %2�;`.y.z NOTE: INFORMATION ON THIS SHEET APPLIES TO ELEVATIONS ON THIS SHEET ONLY. OF SUPPORTING 1/2-13 X 4 1/2" STEEL 1/2-13 X 4 1/2" HEX HEAD BOLT & SUBSTRATE HEX HEAD BOLT & FLAT WASHER — BY OTHERS FLAT WASHER -\, 1/2-13 LOCK NUT & FLAT WASHER 1 1/2" MIN. z 1/4" 1 1 I I I I L-J L_J REINFORCEMENT AS REQ'D 1/2-13 LOCK N & FLAT WASHER 1 1/2" MIN. 1/4" 09/16" THRU HOLES AT ANGLE AND MULLION TO ACCEPT BOLTS SUPPORTING STEEL SUBSTRATE BY OTHERS 1/4 m STANDARD DEAD LOAD ANCHOR SCALE: 1/3 FULL 1 1/2" MIN. 7 1/2" MIN. 1/4" I 51 2 ,,4- I I 1 1/2" I I I I II ii 2 1/4" I I I I I L_ J 1 1/2" TO BOTTOM OF SLOT 1 ® STANDARD WIND LOAD ANCHOR SCALE 1/3 FULL NOTE: ALL 1/2" BOLTS CONNECTING ANGLES TO MULLIONS SHALL BE GRADE 5 STEEL OR 300 SERIES STAINLESS STEEL STEEL SUBSTRATE BY OTHERS STEEL REINFORCEMENT AS REQ'D 1 1/2" TO TOP OF SLOT 1/4"V MIN. 3" SU' STI BY -9/16" X 3" SLOT IN ANGLE TO ACCEPT BOLTS. SLOT POSITION SHALL BE ALIGNED AND CENTEREE VERTICALLY WITH BOLTS UPON INSTALLATION. SUPPORTING STEEL SUBSTRATE BY OTHERS ALTERNATE WELD DETAIL FOR WIND & DEAD LOAD ANCHORS SCALE: 1/3 FULL ZC)o oC) M vmi v Z M C-1 w 41 ¢ o� a 3 8 = vi a 1/4" 6" Z w o o ¢ Of 0�o U Z z N rn O z ro bi m W Z +< w CD 4Zia IIa 5. io g i 10 1/4" MIN. 3" n U) g 30 63� W % "%jitluHrr",�i \O�P .... `� �F • ,,... � -hu V'* G!- O=Z= v by O t; �Z: 3 z � S"EET NO. 6 OF 18 1/2-13 X 4 1/2' 1/2-13 X 4 1/2" HEX HEAD BOLT & 135' HD( HEAD BOLT & 135' FLAT WASHER i FLAT WASHER-, STEEL SUBSTRATE BY OTHERS EXTERIOR Nvw� @-/ 1/2-13 LOCK NUT & FLAT WASHER 1 1/2" MIN. 1 1/2- MIN. u I I I II r� I I� T3/42" I I I I 1 1/2" I I I I I I II I I I I I I I 23/4 L I L J II 51 CORNER DEAD LOAD AN SCALE: 1/3 FULL EXTERIOR �e\�pi��\\ 1/2-13\yLOCK NUTS & FLAT WASHER 1 1/2" MIN. STEEL SUBSTRATE BY OTHERS MIN. 3" 09/16" THRU HOLES AT ANGLE PLATE ANI MULLION TO ACCEPT BOLTS NOTE: ALL 1/2" BOLTS CONNECTING ANGLES TO MULLIONS SHALL BE GRADE 5 STEEL OR 300 SERIES STAINLESS STEEL. FOR ALTERNATE WELDING OF ANGLES TO SUBSTRATE, SEE "ALTERNATE WELD DETAIL" ON SHEET 6. 1 1/2" MIN. BOTTOM OF SLOT - ® CORNER WIND LOAD ANCHOR SCALE. 1/3 FULL STEEL SUBSTRATE BY OTHERS z rn SUPPORTING J -moo L) n uuj STEEL SUBSTRATE BY OTHERS `' w vwi a- 0 3 v= 2" TOffi a�c0�i. TOP OF SLOT z U 1/4" MIN. 3" o o o m zro 9/16" X 3" SLOT IN wq 4 ANGLE PLATE TO p- Zv < jp ACCEPT BOLTS_ SLOT w !1�!< POSITION SHALL BE in wa -- ALIGNED AND w CENTERED VERTICALLY WITH BOLTS UPON n llyy € wg F INSTALLATION. $ Uj n m Z $ 30 2 co 40:0= 3�v Z 41 19 T) OF A II II II II I� �I A B I II II I B , C III C III MAX. ■ T-ANCHOR • SCREW/BOLT ' PER ELEVATION STANDARD T-ANCHOR SCALE: 1/4 FULL J II II r II II E I� 111 E \F i II II I ■ T-ANCHOR • SCREW/BOLT PER ELEVATION 1 _\i CORNER T-ANCHOR SCALE: 1/4. FULL 1" --{ 6 1/2" F— 1" 1" a. 4 1/2" 1' MIN. I I MIN_ 27 2 7/16" T-ANCHOR 2 7/16" r-.a 4 7/8' —1 — - T 4 7/8" + - Z I 12 71/16" T 1 2" CONCRETE SCREW 6" MIN. J� PER "ANCHOR EDGE DISTANCE 1/2" SCREW REQUIREMENTS TABLE" EXTERIOR OR BOLT EXTERIOR CONCRETE EDGE (> SUBSTRATE BY PER 'ANCHOR SECTION "B-B" (INTO STEEL) OTHERS PER SECTION "A -A" (INTO CONCRETE) REQUIREMENTS SCALE: 1/4 FULL "ANCHOR SCALE: 1/4 FULL TABLE" REQUIREMENTS TABLE" 1" --y 6 1/2' 1" 4 1/2" 1" MIN.— MIN_ MIN. 4 7/8" 2 3/4' MIN. 3/B" SCREW-' OR BOLT ro EXTERIOR PER "ANCHOR SECTION "C-C" REQUIREMENTS (ALTERNATE INTO STEEL) TABLE" SCALE: 1/4 FULL r-Antswrs 1" MIN. MIN. 1" MIN. 1' 2 7/16' CONCRETE 27 MIN. a 7/a" - SCREW PER 2 7/16" 4 7/8" T_ANCKR 3 4 MIN. 2 7/16' ANCHOR 4 7/8" 2 3N. MAX REQUIREMENTS TABLE" 2 7/16" IN. �1 6" MIN. EDGE DISTANCE a 6" MIN. � EDGE DISTANCE �,11— 3/'' ""'''• C,3 SUBSTRATE BY OTHERS PER "ANCHOR REQUIREMENTS TABLE' SCALE: 1/4 FULL 1/2" CONCRETE SCREW PER ANCHOR REQUIREMENTS 49 r 3/4" G II II G H II II H 1/2 29 I 63 �. � 4 3/4" 63 I 3 1/4' H-ANCHOR in = SCREW/BOLT PER ELEVATION = 4 3/8" MIN. SUBSTRATE BY EDGE DISTANCE OTHERS PER CONCRETE "ANCHOR EDGE EXTERIOR I REQUIREMENTS DOOR JAMB U-ANCHOR TABLE" SECTION "G-G" (INTO CONCRETE) SCALE: 1/4 FULL SCALE: 1/4 FULL 1/2 SCREW - OR BOLT PER "ANCHOR REQUIREMENTS TABLE" SECTION *E--E" (INTO STEEL SCALE: 1/4 FULL 3/8" SCREW OR BOLT PER ANCHOR REQUIREMENTS u-u+riOR TABLE" 3/4" MIN. —� I r 1 1 3/8" MIN. 4 3/4" 63 1 �I 1 3/8" MIN. 1 EXTERIOR `" SECTION "H-H" (INTO STEEL) SCALE: 1/4 FULL 3/4" MIN. 3/8" SCREW - OR BOLT PER "ANCHOR REQUIREMENTS TABLE" 4 1/2" � 1" MIN. MIN. SECTION "F-F" LALTERNATE INTO STEEL) SCALE: 1/4 FULL THIS SHEET IS DEDICATED TO MULTI -SPAN & REINFORCED SINGLE -SPAN ANCHQA, CONDITIONS *1134" VMS z Soo a W'n�� zz �Z � Y o c� o IID Z to W a b n g 03 M Hz gg L) Imo n U) € 3 cOi SHEEP NO. 8 OF 18 IL i II II K K L III III L ,/2" III M MAX_ T-ANCHOR SCREW/BOLT ' PER ELEVATION 19 STANDARD T—ANCHOR SCALE: 1/4 FULL 1 1/2" 4 1/4' 5/8"� 3 4" MIN. 7/8. 2 3/4' MIN. 1/2"— I— 1" 1" MIN. 4 1/2" 1 1" MIN. 1" I 4 1/2" MIN. MIN. MIN. 27 27 3 4 MIN. 2 7/16" T-AN - T-ANCHOR 4 7/8" i T _lw 4 7/8' 2 3/4 2 7/16" I MIN. T 5" MIN. 3/8" CONCRETE SCR EDGE DISTANCE PER "ANCHOR 3/8" SCREW REQUIREMENTS EXTERIOR OR BOLT PER TABLE" "ANCHOR EXTERIOR SUBSTRATE BY CONCRETE EDGE REQUIREMENTS SECTION "K—K" (INTO STEEL) OTHERS PER SECTION "J—J" (INTO CONCRETE) TABLE" SCALE: 1/4 FULL "ANCHOR SCALE 1/4 FULL 3 1/2" MIN. TABLEREMENTS EDGE DISTANCE N 3 1/2 1" 1/2" + II II _ 5/8. N I f7 I 0 1 P III III P F MAX. Q III II Q SCREW/BOLT PER ELEVATION SUBSTRATE BY , � OTHERS PER 3/4"" MIN. "ANCHOR 27 T-ANCHOR REQUIREMENTS 1/4" SCREW INTO METAL EXTERIOR TABLE" k F—ANCHOR (FRAME MEMBER ENDS) STUD OR SECTION "M—M" SCALE 1/4 FULL SC16 REW INTO (INTO METAL STUD OR WOOD) WOOD PER SCALE: 1/4 FULL "ANCHOR REQUIREMENTS TABLE" I I I I I -"T 41 3/8 2 3/4" MIN. 4 7/8" -®- 4 7/8" MIN. 1 1 1 MINE" � 1/4" SCREW PER ( EXTE�-1 /4" SCREW PER EXTERIOR "ANCHOR REQUIREMENTS 21 RIOR "ANCHOR REQUIREMENTS SECTION "P—P" TABLE" SECTION "0—O" TABLE" (ALTERNATE INTO STEEL) (INTO METAL STUD OR WOOD) SCALE: 1/4 FULL SCALE: 1/4 FULL 7/16" 1/4" SCREW---' 1" MIN. OR BOLT P 11 EXTERIOR PER "ANCHOR SECTION "L—L" REQUIREMENTS (ALTERNATE INTO STEEL TABLE" SCALE: 1/4 FULL 3 1/2- 1 " 28 2716' F-ANCHOR / -{- 4 7/8" _ + 4 7/8„ 2 7/16" 2 7/16" 5" MIN. 3/8' CONCRETE 3 8 EDGE DISTANCE SCREW PER / SCREW OR BOLT ANCHOR PER "ANCHOR REQUIREMENTS EXTERIOR REQUIREMENTS TABLE" CONCRETE EXTERIOR TABLE" SECTION "0-0" (INTO STEEL) EDGES SCALE: 1/4 FULL SECTION "N—N" (INTO CONCRETEa SCALE: 1/4 FULL THIS SHEET IS DEDICATED TO NON —REINFORCED SINGLE —SPAN ANCHOR CONDITIONS WE?, * i •• •' P� ••• '• y/ " '� • Lo V 'Qr co U. ' .�'y •' e z ��2 0Day.o Z&t> 0 In 4Z':0 w OF 18 8 II II I 2 7/16" I I 11 q 7/8^ D E 16 �I III III D E 1/2. 2 7/16" F I ►I III F MAX. 5" MIN. T-ANCHOR SCREW/BOLT T I EDGE DISTA ' PER ELEVATION SUBSTRATE BY OTHERS PER I CORNER T-ANCHOR "ANCHOR SCALE: 1/4 FULL REQUIREMENTS TABLE" 27 1" MIN. - T-MCHDR 3/8" CONCRETE 77/16- SCREW PER 2 - "FRAME 1 4 7/8"� ANCHOR REQUIREMENTS TABLE" 5" MIN. EDGE DISTANCE 3/8" SCREW - OR BOLT PER "ANCHOR REQUIREMENTS TABLE" SECTION "W-W" (INTO CONCRETE) SCALE: 1/4 FULL S TT S 3/8" CONCREI T I II U SCREW PER U I I ANCHOR V II II V 4 3/4' REQUIREMENTS 1/2" TABLE" g� 63 MAX. U-ANCHOR SCREW/BOLT PER ELEVATION SUBSTRATE BY OTHERS PER "ANCHOR REQUIREMENTS DOOR JAMB U-ANCHOR TABLE" SCALE: 1/4 FULL 3/8" SCREW OR BOLT PER "ANCHOR REQUIREMENTS z Ia" LAW 4 EXTI ERIORI SECTION "U-U" (INTO�EEL)"U-U" (INTO�EEL) SCALE: 1/4 FULL 4 1/2" MIN. SECTION "X-X" (INTO STEEL SCALE: 1/4 FULL 3/4" 3 1/4" _j3 7/8" MIN. li� EDGE DISTANCE CONCRETE ✓ 3 1/2" MIN. EDGE DISTANCE 3/8• CONCREI SCREW PER "ANCHOR 4 3/4" REQUIREMENTS I TABLE" 1" MIN. 1" 4 1/2" 11" n ! MIN.MIN. — I MIN. 4 7/8" 2 3/4" MIN. 1/4" SCREW - PER "ANCHOR REQUIREMENTS TABLE" SECTION "Y-Y" (ALTERNATE INTO STEEL) SCALE: 1/4 FULL , 3/4• 3 1/4" EDGES EXTERIOR I _ 3 7/8" MIN. EDGE DISTANCE SECTION "S-S" CONCRETE (INTO CONCRETE AT EDGES EXTERIOR INTERMEDIATE MEMBER) 1/4" SCREW PER SECTION "T-T" "T-T SCALE: 1/4 FULL "ANCHOR (INTO CONCRETE AT REQUIREMENTS 29 PERIMETER SIDE JAMB MEMBER) TABLE" /o-"amwR r 1/2" 4 FUL 1 3/8" MIN. 4 3/4" 1 3/8" MIN. 14" MIN. EXTERIOR ��� n SECTION "Y-Y"Y-Y" (INTO METAL STUD OR S�D ORWOOD) SCALE: 1/4 FULL SCALE. 1/ L ' 1/4• THIS SHEET IS DEDICATED ' 1/4• TO NON —REINFORCED ������.�•••• ••••N�,� =; 1 1/4" SINGLE —SPAN ANCHOR o A", V o o: CONDITIONS =� �� a o z 1 / 2• M, ; O AZI. `0 Go •cd '''�kMnip0o�`!` z¢rn oo� J �zUM u-) J VDU' O� ¢ 3 0 om=viv ZQ W UIx O D N Z � a cn 4 o 00 0 zoo m rm m wz�BH c� 0 Lz, 4 11 'D wa S � Wz �� U g n Nz 3z SHEET NO. 10 OF 18 BY OTHERS BY OTHERS SEALANT 45 L SEALANT C BY BY OTHERS 65 OTHERS 64 EXTERIOR 1 E2XTERIOR 65 14 M/AX. 54 54 SPACE GLAZING � SEE GLAZING 2 DETAILS ON t [[—sE DETAILS ON 1 SHEET 15 SHEET 15 SECTION At SECTION SCALE: 1/2 FULL 11 SCALE: 1/2 FULL 11 SEE GLAZING 67 �1/2" MAX. SPACE DETAILS ON 4 3 20 SHEET 15 O STEEL OR CONCRETE 05/16" 15 66 SUBSTRATE BY WEEP HOLE OTHERS PER LOCATED 1/2" 'ANCHOR 3 5/8" 54 45 MAX. REQUIREMENTS FROM SPACE TABLE" ENDS SEALANT �� SIDE JAMB BY T 1 1 1/2" F-PERIMITER OTHERS MIN. ANCHOR SCREW PER ELEVATION SUBSTRATE SEE GLAZING SEE GLAZING DETAILS ON BY OTHERS SECTION SHEET i5N 3t 30 SHEET 15 82 SCALE: 1/2 FULL 11 IQ 1/2• v SPACE MAX. EXTE� I� R EE GLAZING DETAILS ON SHEET 15 / f 05/16" ° p4 WEEP HOLE 66 LOCATED 3 5/8" FROM 54 ENDS ] SEALANT BY OTHERS 45 SUBSTRATE BY OTHERS SECTION B7 MAX. SCALE: 1/2 FULL 11 SPACE z mm 1/2" MAX. SPACE 1/2" MINIMUM TO 1 3/8" MAXIMUM "FREE 8, 'sv � (SEE SPAN JAMB PERIMETER h— w 4 3 SEALANT NOTE" ON SHEET 1.) = m o rn WOOD OR ¢ 3 Og 0 N ¢ METAL STUD z ¢ W o z SUBSTRATE BY ,� �'� o OTHERS PER n "ANCHOR SUBSTRATE — REQUIREMENTS BY OTHERS z 31 30 TABLE" g SIDE JAMB 4 3 F-PERIMITER o, 3/4" MIN. ANCHOR SCREW PER $ z ELEVATION co irto 1 1/2" (2 ROWS) a W zGr SEE GLAZING 45 DETAILS ON w SHEET 15 q M 0 TF y� 0 O n N $^30 Nz a n �30 ��� EXTERIOR WWW "SEA EXTERIOR 20 54 45 20 54 45 SEALANT BY NT BY SECTION ct oTTHERS _ SECTION C2 OTHERS SCALE 1/2 FULL 11 SCALE. 1/2 FULL 11 (SIDE JAMB F-ANCHOR TO STEEL AND (SIDE JAMB F-ANCHOR TO WOOD OR CONCRETE) METAL STUD) 20 54 EXTERIOR \-SEALAN SECTION C3 BY SCALE: 1/2 FULL k11 OTHERS (NO SIDE JAMB F-ANCHOR) 11 OF 1/2" MAX. SPACE { — F- I DOOR UNDER I 1 1/2" SEPARATE APPROVAL ---r-- T J 24 45 EXTERIOR 45 20 54 12 11 SECTION SEALANT B D1 OTHERS SCALE: 1/2 FULL 12 (SIDE JAMB F-ANCHOR TO STEEL AND CONCRETE) 1/2" MAX_ 1 I` I -STEEL OR CONCRETE SUBSTRATE BY OTHERS PER ANCHOR REQUIREMENTS TABLE" r 3/4" MIN. DOOR UNDER II SEPARATE I� APPROVAL 1 1/2" SIDE JAMB I F-PERIMITER =_—_ ANCHOR SCREW PER ELEVATION EXTERIOR 45 20 54 12 ii SECTION SEALANT D2 OTHERS SCALE: 1/2 FULL 12 (SIDE JAMB F-ANCHOR TO WOOD OR METAL STUD) REINFORCEMENT AS " 4 3 SPECIFIED IN ELEVATIONS GLAZING DETAILS ON i6 4 3 20 SHEET 15 1 jF -1I 0 I DOOR UNDER /6 55 II SEPARATE APPROVAL WEEP HOLE 65 64 J LOCATED 65 3 5/8" 24 FROM 45 SEE GLAZING L ENDS DETAILS ON — — — — — — — 54 i SHEET 15 SEALANT BY OTHERS L� I �) EXTERIOR II r -- —_j -- EXTERIOR IL — — — J 20 54 45 Ir z r �I DOOR UNDER SECTION E I I I I II I SEPARATE APPROVAL SCALE: 1/2 FULL 12 SECTION F SCALE: 1/2 FULL 72 1/2" MINIMUM TO 1 3/8" MAXIMUM (SEE 'FREE SPAN JAMB PERIMETER -I f WOOD OR SEALANT NOTE" ON SHEET 1.) I METAL STUD SUBSTRATE BY OTHERS PER 4 ANCHOR REQUIREMENTS TABLE" SIDE JAMB F-PERIMITER ANCHOR SCREW PER DOOR UNDER ELEVATION SEPARATE (2 ROWS) APPROVAL Q$ r 1 /4" MAX. EXTERIOR C SECTION ,,, SCALE: 1/2 FULL 12 OTHERS (NO SIDE JAMB F-ANCHOR) fq CJ .w2 7 k 0.- =7i�y O u~i4��Q: Z •.•'•yam;. U F-N Z � m — o o J SnN mom 3 c)�Nv Z c.n Mr u r D U �z ul ul W o -DD uj m u m w w w w4 gin o z w a�ej n v) $ 83+s 12 of -SEEG 16 4 O 20 20 05/16' 05/16WEEP HOLE64 WEEP HOLE LOCATEDLOCATED 3 5/8• 3 5/FROM FROM ENDS ENDS CTION c1 c05/16• : 1/2 FULL 13 WEEP HOLE LOCATED EE W2ING 3 5/8• DETAILS ON MAX. FROM SHEET 15 26B 26A ENDS 0 I D tI 1 I 23 I DOW 995 18 66 T B 56 SEALANT & D C BACKER ROD BY OTHERS O DOW 99 SEALANT EXTERIOR 67 BY OTHERS I SECTION H2 6 I SCALE 1/2 FULL 13 I I EXTERIOR I I DOW 99 SEALANT BY OTHERS EXTERIOR ` o SECTION C—C 33 (CORNER CONDITION) (FOR DETAIL NOT SHOWN, SEE SECTION K/14) SEE GLAZING SEE GLAZING DETAILS ON DETAILS ON SHEEP 15 SHEET 15 . �' SECTION G2 __L SCALE: 1/2 FULL 13 EXfER10R SECTION H1 _ SCALE: 1/2 FULL 6 8 13 3 4 ------7n 56 26A 26B 19 3 4 nr-- III III ExrERIOR III III I II III 33 58 57 L5 cv Z 59 1MAX. SPACE m Cl U 2 li � 20 I it 1• III 57 1/2 A B SEALANT 3 w a �� " = N I I I III C BY —r I I I III SPACE PACE OTHERS z 00 3��^ I II 1/2' I II MAX. III SUBSTRATE BY I II III i9 6• III OTHERS PER a REQUIREMENTS SECTION A —A SIDE JAMB F-PERIMITER ANCHOR II II TABLE' SCREW PER (JAMB CONDITION) PER SECTION C7/11 iiinnn za�o LJI -1U (FOR DETAIL NOT SHOWN, SEE SECTION C1/11) o 58 56 26A 268 w z— A. 1258 57 zi/2• EXTERIMAX. 156 z3o SECTIONB—B3�SPUCE W JOINT DETAIL (INTERMEDIATE CONDITION) ,1111111/ls� (FOR DETAIL NOT SHOWN, SEE SECTION Jt/14, J2/14, J3/14, J4/14 & J5/14) ��� *)f his va�tt��C�• • ••••..Hj ;. z m a N n e � {t4 M a 6.'• L11 6 cc" iz • �Z 2's3 O �.d ti Z 3 5 rBsd••.......-• �t. d p�®��,s, /n 1789 A SH' NO. 13 of 18 SECTION blILLI 70 J1 SCALE: 1/2 FULL 14 VERTICAL FRAME MEMBER WITH NO REINFORCEMENT 1 = 13.768 IN-4 S = 4.157 IN-3 AZING i ON 1s SECTION JS '""� SCALE: 1/2 FULL 14 VERTICAL FRAME MEMBER WITH REINFORCEMENT R4 I = 46.707 W'4 S = 12.387 IN-3 (TRANSFORMED SECTION PROPERTIES IN TERMS OF ALUMINUM) SECTION J2 "m' SCALE: 1/2 FULL 14 VERTICAL FRAME MEMBER _WITH REINFORCEMENT R1 1 = 30.629 IN-4 S = 8.313 IN-3 (TRANSFORMED SECTION PROPERTIES IN TERMS OF ALUMINUM) SEE GLAZING DETAILS ON SHEET 15-- SECTION J3 SCALE: 1/2 FULL 14 VERTICAL FRAME MEMBER WITH REINFORCEMENT R2 1 = 37.021 IN-4 S = 9.926 IN-3 (TRANSFORMED SECTION PROPERTIES IN TERMS OF ALUMINUM) /, AZING i ON SHEET 15 SHE' SECTION J4 5H SCALE: 1/2 FULL 14 VERTICAL FRAME MEMBER WITH REINFORCEMENT R3 1 41.202 IN-4 S = 11.01 IN-3 (TRANSFORMED SECTION PROPERTIES IN TERMS OF ALUMINUM) DOW 995 SEALANT & BACKER ROD B, OTHERS EXTERIOR 21 62 54 SECTION K SCALE 1/2 FULL 14 VERTICAL CORNER/FRAME MEMBER WITH REINFORCEMENT R5 1 = 116.75 IN-4 S = 17.296 IN" 3 (TRANSFORMED SECTION PROPERTIES IN TERMS OF ALUMINUM) AZING i ON 15 zrm v onno u'� w �n J mgU� o= � 3 0 =: 'd. Z WSoo Q ,j 0 0 m w 0 to M rn cp of 18 SEE GLASS SEE GLASS OPTIONS BELOW ' OPTIONS BELOW r-DOW 995 OR 983 j I —DOW 995 OR 983 3/4" MIN.BITE H61 v 3/4" MI BN ITE 2 11 10 `SETTING BLOCK AS II EXTERIOR `SETTING BLOCK AS REQ'D JIVfI REQ'D EXTERIOR 46 0 0 TAIL• TYPICAL GLAZING DEMONOLITHIC LAMINATED —� GLASS TO STANDARD FRAMING 48 47 49 GLASS OPTIONS: OP11ON is 5/8' THICK LAMINATED VIRACON HRG-2 GLASS (1/4" HT_ ST./O.050" URETHANE/0.080" POLYCARBONATE/0.050" URETHANE/1/4- HT OPTION 2 9/16" THICK LAMINATED GLASS (1/4" HT. ST./0.100" SOLUTIA SAFLEX HP/1/4- HT. ST.), OPTION 3: 9/16' THICK LAMINATED GLASS (1/4" HT. ST./O.090" KURARAY (PREVIOUSLY DUPONT) SG/1/4- HT. ST.) OPTION 4: 9/16" THICK LAMINATED GLASS (1/4" HT. ST./0.090" SOLUTIA SAFLEX IIIG PVB/1/4" HT, ST.) OPTION 5: 9/16' THICK LAMINATED GLASS (1/4" HT. ST./0.090" KURARAY (PREVIOUSLY DUPONT) BUTACITE PVB/1/4" HT. ST.) SEE GLASS OPTIONS BELOW —DOW 995 OR 983 3/4" MIN. BITE EXTERIOR II I �SETTING BLOCK AS RQ D X 5/8" DOW 995 OR 983 1/4" X 5/8" DOW 995 OR 983 ST.) GLASS TO SPLICE JOINT FRAMING GLASS OPTIONS: OPTION 1: 5/8' THICK LAMINATED VIRACON HRG-2 GLASS (1/4' HT_ ST./O.050" URETHANE/0.080" POLYCARBONATE/0.050' URETHANE/l/4" HT_ ST.) OPTION 2 9/16" THICK LAMINATED GLASS (1/4" HT. ST./O.100" SOLUTIA SAFLEX HP/1/4- HT. ST.) OPTION 3: 9/16" THICK LAMINATED GLASS (1/4" HT. ST./O.090" KURARAY (PREVIOUSLY DUPONT) SG/1/4- HT. ST.) OPTION 4: 9/16" THICK LAMINATED GLASS (1/4" HT. ST./O.090" SOLUTIA SAFLEX IIIG PVB/1/4" HT. ST.) OPTION 5: 9/16' THICK LAMINATED GLASS (1/4" HT. ST./O.090" KURARAY (PREVIOUSLY DUPONT) BUTACTTE PVB/1/4" HT. ST.) OT . EXTERIOR GLASS PANE OF I.G. GLAZING SHALL BE TEMPERED WHEN CURTAIN WALL GLASS IS INSTALLED IN A SMALL MISSILE IMPACT LOCATION OF A BUILDING OR WHEN GLASS IS REQUIRED TO CONFORM WITH SECTION 2406 OF THE FLORIDA BUILDING TYPICAL GLAZING DETAIL: I.G. GLASS TO CODE FOR USE OF GLASS IN HAZARDOUS GLASS OPTIONS: SPLICE JOINT FRAMING LOCATIONS. OPTION : 1 5/16" THICK I.G LAMINATED GLASS (1/4" HT. ST. OR TEMPERED EXTERIOR; 1/2" AIR SPACE; 1/4" HT. ST./O.090" SOLUTIA SAFLEX IIIG PVB/1/4" HT. ST. INTERIOR) OPTION 7: 1 5/16" THICK I.G LAMINATED GLASS (1/4" HT_ ST. OR TEMPERED EXTERIOR; 1/2" AIR SPACE; 1/4" HT. ST./O.090" KURARAY (PREVIOUSLY DUPONT) BLITACITE PVB/1/4" HT. ST. INTERIOR) SEE GLASS OPTIONS BELOW DOW 995 OR 983 3/4" MINN. BITE 13 11 10 a1 --SETTING BLOCK AS EXTERIOR TYPICAL GLAZING DEAL I.G. GLASS TO STANDARD FRAMING (NOT APPLICABLE TO CORNER FRAME MEMBER) GLASS OPTIONS: OPTION 6. 1 5/16" THICK LG LAMINATED GLASS (1/4" HT. ST. OR TEMPERED EXTERIOR; 1/2" AIR SPACE; 1/4' HT. ST./O.090" SOLUTIA SAFLEX IIIG PVB/1/4" HT. ST. INTERIOR) OPTION 7. 1 5/16" THICK LG LAMINATED GLASS (1/4" HT. ST. OR TEMPERED EXTERIOR; 1/2" AIR SPACE; 1/4" HT. ST./0.090" KURARAY (PREVIOUSLY DUPONT) BUTACTTE PVB/1/4" HT. ST. INTERIOR) NOTE. EXTERIOR GLASS PANE OF I.G. GLAZING SHALL BE TEMPERED WHEN CURTAIN WALL GLASS IS INSTALLED IN A SMALL MISSILE IMPACT LOCATION OF A BUILDING OR WHEN GLASS IS REQUIRED TO CONFORM WITH SECTION 2406 OF THE FLORIDA BUILDING CODE FOR USE OF GLASS IN HAZARDOUS LOCATIONS. Lo C, 0 2 "> 0 J z U 0 0 m w w c in ro n z�rn w m n Wz lag UN m�S 41 3c0i n� 3� m W o a N 15 of 18 -5`0 �1F� - 5.250 5.250 0.100 0.100 6.848 I 0.110 1.125 ==E -L O FEMALE HALF EXPANSION HORIZONTAL USED WITH MONOMIC GLASS 7.599 I 0.110 1.125 O FEMALE HALF EXPANSION HORIZONTAL USED WITH I.G. GLASS 2.500---I�0.847 0.100 11 PRESSURE PLATE 2.500 - -I 0.100 2.092 @ PRESSURE PLATE I-- 2.500 I 0.220 5.250 5.765 I 0.100 6.912 2.328 0.120 © MALE HALF EXPANSION HORZ0NTAL USED WITH MONOLITHIC GLASS 7.663 2.328 0.725 ® MALE HALF EXPANSION HORIZONTAL USED WITH I.G. GLASS 0.155 -0.125 2.115 2.270 LENGTHNGTH = 3.125" 0.125 L LENGTH = 1.562' 15 SHEAR BLOCK (HORIZONTAL FRAMING 14 SHEAR BLOCK (HORIZONTAL FRAMING TO TO CORNER MULLION) STANDARD VERTICAL MULLION) 2.5001.347 ----I 0.100 12 PRESSURE PLATE --i 1.500 4.066 00..7T5-T LENGTH = 4.790" I 18 SHEAR BLOCK (HORIZONTAL EXPANSION MULLION L ION TO CORNER MULLION) E--- 4.760 -- 0.125 ].L2.2'7( LENGTH = 6.500" 1g VERDCALVERDCAL MOON SPLICE SLEEVE SLEEVE O STANDARD VERTICAL MULLION ION OR HOR170NTAL INTERMEDIATE MEMBER USED WTTH MONOLITHIC GLASS 1 = 9.607-4 5 = 3.169-3 4.520 0.125 -T 0.160 LENGTH = 1.562" 2.270 16 SHEAR BLOCK aE8ffiQM MULLION TO STANDARD VERTICAL MUWON) 2.500 0-05050 0.504 2p SAD�RD�R�SUREP��C�PR�SURE PLATE 2.500 L 2.500 --1 0.220 5.250 6.515 I 0.100 1 = 12 767-4 S = 3.805'3 I 2.500 0.862 0.100 10 PRESSURE PLATE �I -- 4.350 l 0.125-j- 0.875 LENGTH = 1.562" 17 SHEAR BLOCK (HORIZONTAL EXPANSION MULLION TO STANDARD VERTICAL MUWON) - 3.208 0.050 --I--, 0.504 21 CORNER PRESSURE PLATE OVER z�- c)o 0 0 Ln O s 3 0 - � Z W u w O a o n D u'iz i z o ..........� ` `v Lo co CO iyV> tiZ �: '''V�•�t11 1„O``` SHEET NO. 16 uF 1 0.504 0.997 0.050 T 0.060 tttuuu��i�_ 0.942 2.751 24 DOOR POCKET FILLER 23 EXPANSION MULLION HORIZONTAL COVER 3.250 LENGTH = 4.875' 0.125 4.980 0.080 0.43 LENGTH = 4.000" 25 SILL FRAMING FILLER 3.250 11 --I F- 0.125 0.250 4 II 0.874 �- -� ��pl� 0.062 ffi1.000 J� 1- -- 1.000 �-- 26A JOINT PLUG USED WITH MONOLETHIC GLASS SYMMS LENGTH = 4.875" 0.250 - 8.000 - 28 F-ANCHOR - 1.624 �4- 0.062 0 01 00 -- 11.000 �- 268 JOINT PLUG USED WITH I.G. GLASS SYSTEMS 2.270 0.125 3.250 LENGTH IS 1.460 CONTINUOUS. 0.155 0.250 -I 1.125 �-- LENGTH = 4.750" 2g U-ANCHOR 30 USED TANCHOR 0 WITH MONOLITHIC GLASS SYSTEMS 8.500 27 T-ANCHOR 1.750 -� 1.500 1.250 -{ �- 0.125 0.187 1 1T25 0.164 0T3.388 0.031 2.281 0.164 3.810 1.125 I - 4.560 32 (ORNER MULI ION JOINER LENGTH = 2.500" 33 COVER SPLICE 38 MUWON REINFORCEMENT O MILLION REINFORCEMENT 1 = 1.453 IN-4 1 = 2.208 IN-4 S = 0.858 IN-3 36 MULLION REINFORCEMENT S = 1.159 IN-3 1 = 5.667 IN-4 S = 2.485 IN-3 0.553 0.283 0.076 O i 0.230 --� 47 EXTERIOR GLAZING FIXED t-aSKET USED WITH 5/8" MONOLITHIC GLASS 0.092T--� 15 0.6 0.345 0.630 0.29 ® EXTERIOR GLAZING FIXED .GASKET 0.250- 4.500 11 39 MULLION REINFORCEMENT 1 = 1:898 IN-4 S = 0.844 IN" 3 0.125 LENGTH IS 4.000 CONTINUOUS. --I 1.125 I-- 31 F-PERIMOT72 ANCHOR USED WITH WITH I.G. GLASS SYSTEMS g w M M n m 0 N �+ OF LENGTH = 4.875" 0.250 - 8.000 - 28 F-ANCHOR - 1.624 �4- 0.062 0 01 00 -- 11.000 �- 268 JOINT PLUG USED WITH I.G. GLASS SYSTEMS 2.270 0.125 3.250 LENGTH IS 1.460 CONTINUOUS. 0.155 0.250 -I 1.125 �-- LENGTH = 4.750" 2g U-ANCHOR 30 USED TANCHOR 0 WITH MONOLITHIC GLASS SYSTEMS 8.500 27 T-ANCHOR 1.750 -� 1.500 1.250 -{ �- 0.125 0.187 1 1T25 0.164 0T3.388 0.031 2.281 0.164 3.810 1.125 I - 4.560 32 (ORNER MULI ION JOINER LENGTH = 2.500" 33 COVER SPLICE 38 MUWON REINFORCEMENT O MILLION REINFORCEMENT 1 = 1.453 IN-4 1 = 2.208 IN-4 S = 0.858 IN-3 36 MULLION REINFORCEMENT S = 1.159 IN-3 1 = 5.667 IN-4 S = 2.485 IN-3 0.553 0.283 0.076 O i 0.230 --� 47 EXTERIOR GLAZING FIXED t-aSKET USED WITH 5/8" MONOLITHIC GLASS 0.092T--� 15 0.6 0.345 0.630 0.29 ® EXTERIOR GLAZING FIXED .GASKET 0.250- 4.500 11 39 MULLION REINFORCEMENT 1 = 1:898 IN-4 S = 0.844 IN" 3 0.125 LENGTH IS 4.000 CONTINUOUS. --I 1.125 I-- 31 F-PERIMOT72 ANCHOR USED WITH WITH I.G. GLASS SYSTEMS g w M M n m 0 N �+ OF 268 JOINT PLUG USED WITH I.G. GLASS SYSTEMS 2.270 0.125 3.250 LENGTH IS 1.460 CONTINUOUS. 0.155 0.250 -I 1.125 �-- LENGTH = 4.750" 2g U-ANCHOR 30 USED TANCHOR 0 WITH MONOLITHIC GLASS SYSTEMS 8.500 27 T-ANCHOR 1.750 -� 1.500 1.250 -{ �- 0.125 0.187 1 1T25 0.164 0T3.388 0.031 2.281 0.164 3.810 1.125 I - 4.560 32 (ORNER MULI ION JOINER LENGTH = 2.500" 33 COVER SPLICE 38 MUWON REINFORCEMENT O MILLION REINFORCEMENT 1 = 1.453 IN-4 1 = 2.208 IN-4 S = 0.858 IN-3 36 MULLION REINFORCEMENT S = 1.159 IN-3 1 = 5.667 IN-4 S = 2.485 IN-3 0.553 0.283 0.076 O i 0.230 --� 47 EXTERIOR GLAZING FIXED t-aSKET USED WITH 5/8" MONOLITHIC GLASS 0.092T--� 15 0.6 0.345 0.630 0.29 ® EXTERIOR GLAZING FIXED .GASKET 0.250- 4.500 11 39 MULLION REINFORCEMENT 1 = 1:898 IN-4 S = 0.844 IN" 3 0.125 LENGTH IS 4.000 CONTINUOUS. --I 1.125 I-- 31 F-PERIMOT72 ANCHOR USED WITH WITH I.G. GLASS SYSTEMS g w M M n m 0 N �+ OF ITEM # ITEM DESCRIPTION MANUFACTURER/NOTES PARTS 1 HEAD & SILL HORIZONTAL FRAMING 6063-T6 ALUMINUM USED WITH MONOLITHIC GLASS 2 HEAD & SILL HORIZONTAL FRAMING 6063-T6 ALUMINUM USED WITH I.G. GLASS 3 STANDARD VERTICAL MULLION OR HORIZONTAL 6063-TB ALUMINUM INTERMEDIATE MEMBER USED WITH MONOLITHIC GLASS 4 CORNER MULLION USED WITH MONOLITHIC GLASS 6063-T6 ALUMINUM AND STANDARD VERTICAL MULLION OR HORIZONTAL INTERMEDIATE MEMBER USED WITH I.G. GLASS 5 FEMALE HALF EXPANSION HORIZONTAL USED 6063-T6 ALUMINUM WITH MONOLITHIC GLASS 6 MALE HALF EXPANSION HORIZONTAL USED 6063-T6 ALUMINUM WITH MONOLITHIC GLASS 7 FEMALE HALF EXPANSION HORIZONTAL USED 6063-T6 ALUMINUM WITH I.G. GLASS 8 MALE HALF EXPANSION HORIZONTAL USED 6063-T6 ALUMINUM WITH I.G. GLASS ............ ..�•. n. nTno -1_TC Al lllll Aii U1 11 PRESSURE PLATE 6063-T6 ALUMINUM 12 PRESSURE PLATE 6063-T6 ALUMINUM 13 PRESSURE PLATE 6063-T6 ALUMINUM 14 SHEAR BLOCK (HORIZONTAL FRAMING TO STANDARD VERTICAL MULLION) 6063-T6 ALUMINUM 15 SHEAR BLOCK (HORIZONTAL FRAMING TO CORNER MULUON 6063-T6 ALUMINUM 16 SHEAR BLOCK (TRANSOM MULLION TO STANDARD VERTICAL MULLION) 6063-T6 ALUMINUM 17 SHEAR BLOCK (HORIZONTAL EXPANSION MULLION TO STANDARD VERTICAL MULLION) 6063-T6 ALUMINUM 18 SHEAR BLOCK (HORIZONTAL EXPANSION MULLION 6063-T6 ALUMINUM 21 23 CURNLK HXtht UKt FLAIL LUVLK EXPANSION HORIZONTAL MULLION COVER 0 24 DOOR POCKET FILLER 25 SILL FRAMING FILLER 26A JOINT PLUG USED WITH MONOLITHIC GLASS SYSTEMS 268 JOINT PLUG USED WITH I.G. GLASS SYSTEM'. 27 T-ANCHOR 28 F-ANCHOR 29 U-ANCHOR 30 F-PERIMITER ANCHOR USED WITH WITH M01 GLASS SYSTEMS 31 F-PERIMITER ANCHOR USED WITH WITH I.G. CLASS SYSTEMS 32 ICORNER MULLION JOINER 33 1 COVER SPLICE - 6063-TB ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 5005 H32 ALUMINUM ITEM ITEM DESCRIPTION 37 1 MULLION HLINFURCLMLNI ASTM A1011 GRADE 50 STEEL 38 MULLION REINFORCEMENT ASTM A1011 GRADE 50 STEEL 39 MULLION REINFORCEMENT ASTM A36 STEEL 40 CORNER MULLION REINFORCEMENT ASTM A36 STEEL 41 5" X 3" X 3 8" X 6" LONG ANGLE 50 KSI STEEL 42 8" X 3" X 3 8' X 6" LONG BENT PLATE 50 KSI STEEL SEALS & SEALANTS 45 FIXED GASKET TREMCO TR4726P EPDM DUROMETER 70 + -5 46 THERMAL SEPERATOR TREMCO TR-4015P EPDM DUROMETER 60 + -5 47 EXTERIOR GLAZING FIXED GASKET USED WITH 5 8" MONOLITHIC GLASS TREMCO TR-486OW EPDM DUROMETER 60 +/-5 48 EXTERIOR GLAZING FIXED GASKET USED WITH I.G. & 9 16" MONOLITHIC GLASS TREMCO TR-4014P EPDM DUROMETER 60 +/-5 49 WEDGE GLAZING GASKET TREMCO TR-4873S SILICONE DUROMETER 70 + -5 50 5 16" X 7 16" GLAZING TAPE NORTON V2100 FOAM OR TREMCO 920 51 STEEL TO ALUMINUM SEPERATOR THERMO-TOK TN-9004 FASTENERS 54 1 4" X T" HWHTFS 300 SERIES S.S. WITHIN 3" FROM ENDS & 9" MAX. O.C. 55 1 4-20 X 2" FNTCS 300 SERIES S.S. WITHIN 9" FROM ENDS & 9" MAX. O.C. 56 NO. 10 X 3 8" FHTFS 300 SERIES S.S. 1 PER JOINT PLUG 57 10-16 X 1 1 4" FHSDS 300 SERIES S.S. 1 PER VERTICAL MULLION SPLICE SLEEVE 58 NO. 12 X 1" PHTFS 300 SERIES S.S. 1 PER VERTICAL MULLION SPLICE SLEEVE 59 NO. 12 X 1" PHTFS 300 SERIES S.S. 2 ABOVE SPACE; WITHIN 3" OF END 3" O.C. 60 1 4" X 3" S.S. HWHTFS FNTCS 300 SERIES S.S. WITHIN 9" FROM ENDS & 9" MAX. O.C. 61 1 4-20 X 2" FNTCS 300 SERIES S.S. WITHIN 9' FROM ENDS & 24' MAX. O.C. 62 NO. 10 X 1 2" PHTFS 300 SERIES S.S. WITHIN 6" FROM ENDS & 18" MAX. O.C. 63 NO. 8 X 1 2" FHTFS 300 SERIES S.S. 2 PER U-ANCHOR 64 NO. 12 X 1 7 8" PHTFS 300 SERIES S.S. 2 PER SHEAR BLOCK 65 NO. 12 X 7 8" FHTFS 300 SERIES S.S. 2 PER SHEAR BLOCK 66 NO- 12 X 7 16" PHTFS 300 SERIES S.S. 3 PER SHEAR BLOCK 67 N0, 12 X 1 2" FHTFS 300 SERIES S.S. 2 PER SHEAR BLOCK 68 NO. 12 X 1/2" FHTFS 300 SERIES S.S. 4 PER SHEAR BLOCK Z m p o n 0 3 ox�Nd' Z �Ly1�oo a .tJCO c�Jn n.nz w N o z 000 m �m w w zh w 0- IrNg i0 Z 3v a '6 �e%%J111111111i,3 C4 .......... a W to ^\ z� UJ C2 cr pSJ= a $a ;y .5 0 N1C: 40 W Z �v>�'.. 'am' y c1 SHEEP NO. 18 OF 18 W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 150'h Court North Palm Beach Gardens, FL 33418 Phone (561)744-3424 ENGINEER'S EVALUATION REPORT #WWS-294 Prepared for: Kawneer Company, Inc. 555 Guthridge Court Norcross, GA 30092 Phone: 770-449-5555 Prepared by: Warren W. Schaefer, P.E. Florida Professional Engineer #44135 Manufacturer: Kawneer Company, Inc. Product Category: Curtain Wall Evaluation Method: 1-D (Engineer's evaluation) Product model & name: 7 13/16" Deep 1600 System 1 LMI Curtain Wall Documents that must accompany this report: 1. W. W. Schaefer Engineering & Consulting drawing No. 1789 & Addendum "A" Curtain Wall size restrictions and assembly requirements: See drawing No. 1789 and/or Addendum "A" Maximum allowable design pressure: See drawing No. 1789 or Addendum "A" Installation requirements: See drawing No. 1789 Code compliance: Code section() considered with this evaluation: FBC Chapters 17 & 24 Glass: All glass meets the current ASTM E1300 standard. Mullions: Mullion conditions stated in this approval have been tested in accordance with TAS-201, 202 & 203 and meet the requirements of FBC. Test Standards applicable to the testing of this curtain wall system: AAMA-501, TAS-201, 202 & 203 Test Laboratory: Hurricane Test Laboratory, Inc. (Now known as Intertek Architectural Testing, Inc.) Test report numbers: 0049-1106-00, 0049-0406-01 & 0049-0202-05 Note: All HVHZ test reports have been signed & sealed by a Florida PE. General report notes & system limitations: 1. All size & installation conditions shown in this report, the referenced drawing No. 1789 and/or Addendum "A" are based off the referenced test reports and/or engineering analysis in accordance with the Florida Building Code. 2. Curtain wall shall be constructed in accordance with the descriptions in this report, and the manufacturer's state approved quality assurance entity specifications. 3. This product is approved for use in & outside of the High Velocity Hurricane Zones (HVHZ). 4. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures (0.85 directionality factor may apply per the current ASCE 7 standard). 5. This curtain wall is large missile impact rated for use in wind zone 4 & missile level "D" locations and need not be shuttered. 6. Dry glazing gaskets are in accordance with ASTM C864 7. When applicable, all safety glass requirements must be met per FBC chapter 24. Ouality Assurance Entity: (ATI) Architectural Testing, Inc. APR 0 8 2016 Warren . Schaefer, P.E. Florid .E. #44135 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 SECTION 08 44 13 - GLAZED ALUMINUM CURTAIN WALLS PART 1 GENERAL 1.01 SECTION INCLUDES A. Aluminum -framed curtain wall, with vision glazing and glass infill panels. 1.02 SUBMITTALS A. See Section 01 33 00 - Submittal Procedures. B. Product Data: Provide component dimensions, describe components within assembly, anchorage and fasteners, internal drainage details, glazing, and infill. C. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, affected related Work, expansion and contraction joint location and details, and field welding required. 1. Shop drawings and related calculations for exterior installations are to be prepared, signed, sealed and dated by an engineer registered in the State of Florida using the wind pressures shown on the Drawings and Chapter 16 of the Florida Building Code. D. Test Reports: Submit results of full-size mock-up testing. Reports of tests previously performed on the same design are acceptable. E. Design Data: Provide framing member structural and physical characteristics and engineering calculations, and identify dimensional limitations; include load calculations at points of attachment to building structure. F. Report of field testing for air infiltration, water leakage and deflection. G. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and registered with manufacturer. H. Provide a Florida Product Approval for glazed aluminum curtain walls including glazing meeting the required wind pressures. I. Where required by authorities having jurisdiction provide a Miami -Dade County Notice of Acceptance for glazed aluminum curtain walls. 1.03 QUALITY ASSURANCE A. Designer Qualifications: Design structural support framing components under direct supervision of a Professional Structural Engineer experienced in design of this Work and licensed at the State in which the Project is located. Manufacturer and Installer Qualifications: Company specializing in manufacturing aluminum glazing systems with minimum three years of documented experience. C. Pre -Installation Conference: The Contractor shall hold a pre -installation conference at the job site with all trades affected by the work of this AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1 REVISION NO.2 07.15.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 section, to include representatives from the manufacturer and installer, at least two weeks prior to commencement of such work. The Contractor shall advise the Architect and the Owner's Representative at least three working days prior to the date of the meeting. The purpose of the meeting is to ensure the following: 1. Clear understanding of drawings, specifications and approved submittal data 2. Onsite inspection and acceptance of existing conditions 3. Means and methods of installation 4. Coordination with the work of other trades 5. Schedule, delivery, storage and protection of all materials relating to the work of this section. 6. The contractor shall take and distribute minutes of the meeting to those in attendance within five working days thereafter. 1.04 MOCK-UP A. See Section 01 45 00 - Contractor Quality Control for general requirements for mock-ups. B. Mock-up shall include framing finish for both colors, separately, for approval. Refer to Article 2.05 for finish information. 1.05 DELIVERY, STORAGE, AND HANDLING A. Handle products of this section in accordance with AAMA CW-10. B. Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed coatings that bond to aluminum when exposed to sunlight or weather. 1.06 FIELD CONDITIONS A. Do not install sealants when ambient temperature is less than 40 degrees F. Maintain this minimum temperature during and 48 hours after installation. 1.07 WARRANTY A. See Section 01 78 36 - Warranties, Guarantees and Bonds for additional warranty requirements. B. Correct defective Work within a five year period after Date of Substantial Completion. C. Provide five year manufacturer warranty against failure of glass seal on insulating glass units, including interpane dusting or misting. Include provision for replacement of failed units. D. Provide an Installer/Manufacturer joint warranty agreeing to replace work of this Section which fails due to defective materials or workmanship within two (2) years from the Date of Substantial Completion to: AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 2 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1 REVISION NO. 2 07.15.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 Failure due to defective materials or workmanship is deemed to include, but not to be limited to: a. Failures in operation of operating component or components. b. Leakage or air infiltration in excess of the specified standard. C. Deterioration of finish to an extent visible to the unaided eye. d. Defects that contribute to unsightly appearance, potential safety hazard or potential untimely failure of the work of this Section of the work as a whole. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Glazed Aluminum Curtain Walls: Basis of Design Manufacturer: Kawneer North America: www.kowneer.com; Product: 1600 System 1. a. . Florida Product Approval: #5388.3 (LMI) and #5388.4 (SMI) 2. YKK AP America Inc: www.ykkap.com. 3. West Tampa Glass. 2.02 CURTAIN WALL A. Aluminum -Framed Curtain Wall: Factory fabricated, factory finished aluminum framing members with infill, and related flashings, anchorage and attachment devices. 1. Provide flush joints and corners, weathersealed, accurately fitted and secured; prepared to receive anchors; fasteners and attachments concealed from view; reinforced as required for imposed loads. 2. Construction: Eliminate noises caused by wind and thermal movement, prevent vibration harmonics, and prevent "stack effect" in internal spaces. 3. System Internal Drainage: Drain to the exterior by means of a weep drainage network any water entering joints, condensation occurring in glazing channel, and migrating moisture occurring within system. 4. Perimeter Clearance: Minimize space between framing members and adjacent construction while allowing expected movement. B. Structural Performance Requirements: Design and size components to withstand the following load requirements without damage or permanent set. 1. Design Wind Loads: Comply with the following: AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 3 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1 REVISION NO.2 07.15.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 a. Positive Design Wind Load: Ibf/sq ft. b. Negative Design Wind Load: Ibf/sq ft. C. Measure performance by testing in accordance with ASTM E330/E330M, using test loads equal to 1.5 times the design wind loads and 10 second duration of maximum pressure. d. Member Deflection: For spans less than 13 feet 6 inches, limit member deflection to flexure limit of glass in any direction, and maximum of 1 /175 of span or 3/4 inch, whichever is less and with full recovery of glazing materials. e. Member Deflection: For spans over 13 feet 6 inches and less than 40 feet, limit member deflection to flexure limit of glass in any direction, and maximum of 1 /240 of span plus 1 /4 inch, with full recovery of glazing materials. 2. Movement: Accommodate the following movement without damage to components or deterioration of seals: a. Expansion and contraction caused by 180 degrees F surface temperature. b. Expansion and contraction caused by cycling temperature range of 170 degrees F over a 12 hour period. C. Movement of curtain wall relative to perimeter framing. d. Deflection of structural support framing, under permanent and dynamic loads. C. Water Penetration Resistance: No uncontrolled water on indoor face when tested as follows: 1. Test Pressure Differential: 10 psf. 2. Test Method: AAMA 501.1. D. Air Leakage: Maximum of 0.06 cu ft/min sq ft of wall area, when tested in accordance with ASTM E283 at 6.27 psf pressure differential across assembly. E. Thermal Performance Requirements: Condensation Resistance Factor of Framing: 50, minimum, measured in accordance with AAMA 1503. 2.03 COMPONENTS A. Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior section insulated from exterior, drainage holes and internal weep drainage system. B. Glazing: As specified in Section 08 80 00. C. Infill Panels: As specified in Section 07 42 64. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 4 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1 REVISION NO.2 07.15.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 D. Sun Screens: Shop fabricated, shop finished, extruded aluminum outriggers, louvers, and fascia, free of defects impairing strength, durability or appearance. 1. Sun Screen Configuration: As indicated on drawings. 2. Design Criteria: Design and fabricate to resist the same loads as curtain wall system. 3. Sizes: As indicated on drawings. 4. Shop fabricate to the greatest extent possible; disassemble if necessary for shipping. 5. Supplied by same manufacturer as curtain wall system. E. Mullion Extensions: As indicated on the Drawings. 1. End Caps: Shop -fabricated aluminum plate or sheet; alloy and temper recommended by manufacturer for type of use and finish indicated. 2. Profiles: As indicated. 2.04 MATERIALS A. Extruded Aluminum: ASTM B221 (ASTM B221 M). B. Structural Steel Sections: ASTM A36/A36M; shop primed. C. Structural Supporting Anchors Attached to Structural Steel: Design for bolted attachment. D. Fasteners: Stainless steel; type as required or recommended by curtain wall manufacturer. E. Structural Glazing Adhesive: Silicone, neutral cure; formulated specifically for structural sealant glazing and complying with ASTM C1 184. 1. Manufacturers: See Section 07 92 00 Joint Sealants. F. Glazing Gaskets: Type to suit application to achieve weather, moisture, and air infiltration requirements. G. Glazing Accessories: As specified in Section 08 80 00. H. Shop and Touch -Up Primer for Steel Components: Zinc oxide, alkyd, linseed oil primer appropriate for use over hand cleaned steel. I. Touch -Up Primer for Galvanized Steel Surfaces: SSPC-Paint 20, zinc rich. 2.05 FINISHES A. Superior Performing Organic Coatings: AAMA 2605 multiple coat, thermally cured polyvinylidene fluoride system. l . This finish shall be a factory applied oven baked finish based on Kynar 500 containing a minimum of 70% by weight of Kynar ployvinylidene. The finish shall be applied in strict accordance AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 5 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1 REVISION NO.2 07.15.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 with the formulator's specification and applied by an applicator approved by the formulator. 2. Finish shall be applied over clean and treated aluminum extrusions. 3. Color # 1: AAMA 2605 multiple coat, thermally cured polyvinylidene fluoride system; color to match existing adjacent silver -finished framing, 3-Coat Duranar Sunstorm or 3-Coat Fluropon Classic, manufactured by PPG or Valspar, respectively. Color #2: AAMA 2605 multiple coat, thermally cured polyvinylidene fluoride system; color to match existing adjacent bronze -finished framing, 3-Coat Duranar Sunstorm or 3-Coat Fluropon Classic. 4. The basic system is a 3-coat application consisting of primer and color coat(s). 5. A strippable liquid coating shall be applied to the top side of the finished metal as a protection during fabrication, shipping and installation. Remove coating after installation. PART 3 EXECUTION 3.01 EXAMINATION A. Verify dimensions, tolerances, and method of attachment with other related work. B. Verify that curtain wall openings and adjoining air and vapor seal materials are ready to receive work of this section. C. Verify that anchorage devices have been properly installed and located. 3.02 INSTALLATION A. Install curtain wall system in accordance with manufacturer's instructions. B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities. C. Provide alignment attachments and shims to permanently fasten system to building structure. D. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional tolerances, aligning with adjacent work. E. Provide thermal isolation where components penetrate or disrupt building insulation. F. Install sill flashings. Turn up ends and edges; seal to adjacent work to form water tight dam. G. Coordinate attachment and seal of perimeter air and vapor barrier materials. H. Pressure Plate Framing: Install glazing and infill panels in accordance with Section 08 80 00, using exterior dry glazing method. AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 6 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1 REVISION NO.2 07.15.16 GLAZED ALUMINUM CURTAIN WALLS 08 44 13 I. Install perimeter sealant in accordance with Section 07 90 05. J. Touch-up minor damage to factory applied finish; replace components that cannot be satisfactorily repaired. 3.03 TOLERANCES A. Maximum Variation from Plumb: 0.06 inches every 3 ft non -cumulative or 0.5 inches per 100 ft, whichever is less. B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1 /32 inch. C. Sealant Space Between Curtain Wall Mullions and Adjacent Construction: Maximum of 1 inch and minimum of 1 /2 inch. Include engineering for fasteners to work with the 1 inch maximum gap. 3.04 FIELD QUALITY CONTROL A. See Section 01 45 29 Testing Laboratory Services, for independent testing and inspection requirements. Inspection will monitor quality of installation and glazing. B. Test installed curtain wall for water leakage in accordance with AAMA 501.2. C. Replace curtain wall components that have failed field testing and retest until performance is satisfactory. 3.05 ADJUSTING A. Adjust operating sash for smooth operation. 3.06 CLEANING A. Remove protective material from pre -finished aluminum surfaces. B. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. C. Upon completion of installation, thoroughly clean aluminum surfaces in accordance with AAMA 609 & 610. D. Remove excess sealant by method acceptable to sealant manufacturer. 3.07 PROTECTION A. Protect installed products from damage until Date of Substantial Completion. END OF SECTION 08 44 13 AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 08 44 13 - 7 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1 REVISION NO.2 07.15.16 DOOR HARDWARE SECTION 08 71 00 SECTION 08 71 00 - DOOR HARDWARE PART 1 - GENERAL 1.01 WORK INCLUDED A. The work in this section shall include furnishing of all items of finish hardware as hereinafter specified or obviously necessary to complete the building, except those items that are specifically excluded from this section of the specification. B. Related work specified in other Sections: 1. Hollow Metal Doors & Frames 2. Aluminum Doors & Frames 3. Wood Doors & Frames 4. Fire Alarm & Detection 5. Electrical 6. Access Control 1.02 REFERENCES A. American with Disabilities Act of 1990 (ADA). B. American Disabilities Act Accessibility Guidelines (ADDAG). C. Florida Building Code and Dade County Hurricane Requirements. D. All State and Local codes including Fire, Life Safety and Hurricane codes. E. ICC/IBC International Building Code 1.03 DESCRIPTION OF WORK A. Furnish labor and material to complete hardware work indicated, as specified herein, or as may be required by actual conditions at building. B. Include all necessary screws, bolts, expansion shields, other devices, if necessary, as required for proper hardware application. The hardware supplier shall assume all responsibility for correct quantities. C. All hardware shall meet the requirements of Federal, State and Local codes having jurisdiction over this project, notwithstanding any real or apparent conflict therewith in these specifications. D. Fire -Rated Openings: AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRH ILLS 0871 00- 1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 CCD NO. 1, REVISION NO. 02 07.15.16 DOOR HARDWARE SECTION 08 71 00 1. Provide hardware for fire -rated openings in compliance with A.I.A. (NBFU) Pamphlet No. 80, NFPA Standards NO. 101, UBC 702 (1997) and UL10C. This requirement takes precedence over other requirements for such hardware. Provide only hardware that has been tested and listed by UL for the types and sizes of doors required, and complies with the requirements of the door and door frame labels. 2. Where panic exit devices are required on fire -rated doors, provide supplementary marking on door UL label indicating Fire Door to be equipped with fire exit hardware and provide UL label on exit device indicating "Fire Exit Hardware". E. Fasteners: 1. Hardware as furnished shall conform to published templates generally prepared for machine screw installation. 2. Furnish each item complete with all screws required for installation. Typically, all exposed screws installation. 3. Insofar as practical, furnished concealed type fasteners for hardware units that have exposed screws shall be furnished with Phillips flat head screws, finished to match adjacent hardware. 4. Door closers and exit devices to be installed with closed head through bolts (sex bolts). 1.04 QUALITY ASSURANCE A. The supplier to be a directly franchised distributor of the products to be furnished and have in their employ an AHC (Architectural Hardware Consultant). This person is to be available for consultation to the architect, owner and the general contractor at reasonable times during the course of work. B. The finish hardware supplier shall prepare and submit to the architect six (6) copies of a complete schedule identifying each door and each set number, following the numbering system and not creating any separate system himself. He shall submit the schedule for review, make corrections as directed and resubmit the corrected schedule for final approval. Approval of schedule will not relieve Contractor of the responsibility for furnishing all necessary hardware, including the responsibility for furnishing correct quantities. C. No manufacturing orders shall be placed until detailed schedule has been submitted to the architect and written approval received. D. After hardware schedule has been approved, furnish templates required by manufacturing contractors for making proper provisions in their work for AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 2 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 accurate fitting, finishing hardware setting. Furnish templates in ample time to facilitate progress of work. E. Hardware supplier shall have an office and warehouse facilities to accommodate the materials used on this project. The supplier must be an authorized distributor of the products specified. F. The hardware manufactures are to supply both a pre -installation class as well as a post -installation walk-thru. This is to insure proper installation and provide for any adjustments or replacements of hardware as required. 1.05 DELIVERY, STORAGE, AND HANDLING A. Wrap, protect finishing hardware items for shipment. Deliver to manufacturing contractors hardware items required by them for their application; deliver balance of hardware to job; store in designated location. Each item shall be clearly marked with its intended location. 1.06 WARRANTY A. The material furnished shall be warranted for one year after installation or longer as the individual manufacturer's warranty permits. B. Overhead door closers shall be warranted in writing by the manufacturer against failure due to defective materials and workmanship for a period of ten (10) years commencing on the Date of Final Completion and Acceptance, and in the event of failure, the manufacture is to promptly repair or replace the defective with no additional cost to the Owner. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. To the greatest extent possible, obtain each kind of hardware from only one manufacturer. B. All numbers and symbols used herein have been taken from the current catalogues of the following manufacturers. PRODUCT 1) Hinges 2) Locks & Latches 3) Anti -Ligature Locks 4) Cylinders, Keys, Keying ACCEPTABLE MANUFACTURER Ives Schlage Schlage Schlage Primus AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS ACCEPTABLE SUBSTITUTE Hager, Stanley None (owners standard) None (owners standard) None (owners standard) 0871 00-3 04.15.16 5) Exit Devices Von Duprin 6) Door Closers LCN 7) Automatic Operator sliders Stanley Magic -Door 8) H Stops/Holders Glynn Johnson 9) Hospital Latches Glynn Johnson 10) Magnetic Hold Opens LCN 1 1) Wall Stops/Floor Ives Stops, Flushbolts 12) Kick Plates Ives 13) Thres hold /Weather-stri p Zero International 14) Silencers Ives DOOR HARDWARE SECTION 08 71 00 None (owners standard) None (owners standard) Horton, Besam Rixson None (owners standard) Falcon Glynn Johnson, Stanley Brookline Rockwood National Guard Glynn Johnson C. If material manufactured by other than that specified or listed herewith as an equal, is to be bid upon, permission must be requested from the architect fourteen (14) days prior to bidding. If substitution is allowed, it will be so noted by addendum. 2.02 FINISH OF HARDWARE: A. Exterior Hinges to be Stainless Steel (630) (32D), Interior Hinges to be Satin Chrome (626/26D). Door Closers to be Aluminum. Locks to be Satin Chrome (626/26D), Anti -Ligature Locks to be stainless steel (32D), Exit Devices to be Satin Chrome (626/26D). Overhead Holders to be Satin Chrome (626/26D), Flat Goods to be Satin Chrome (626/26D) or Stainless Steel (630/32D) and the Thresholds to be Mill Finish Aluminum. 2.03 HINGES AND PIVOTS: A. Exterior butts shall be brass/bronze type hinges. Butts on all swinging doors shall be furnished with non -removable pins (NRP) as a minimum. B. Ball Bearing hinges to be supplied on all but seldom used doors as specified in hardware sets. C. Interior butts shall be as listed. D. Doors 5' or less in height shall have two (2) butts. Furnish one (1) additional butt for each 2'6" in height or fraction thereof. Dutch door shall have two (2) butts per leaf. E. IVES HAGER STANLEY Std Wt. Brass: 5BB1 BB1 191 FBB191 Hvy Wt. Brass: 513131 HW BB 1 199 FBB199 Std Wt Steel: 513131 BB1279 FBB179 Hvy.Wt. Steel: 513131 HW BBl 168 FBB168 AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS 0871 00-4 04.15.16 DOOR HARDWARE SECTION 08 71 00 Swing clear hinges: Use "swing clear" type hinges at patient room locations and where door openings are used frequently by rolling equipment, beds, carts, (Cross Corridor doors, patient room doors, etc.) IVES HAGER STANLEY Std Wt. Steel: 513131 SC AB7502 FBB248 Hvy. Wt. Steel: 5BB1 SC HW BB1263 FBB268 Continuous Hinges: to be used at all high use doors, double egress, and cross corridor doors. Cross Corridor doors to have swing clear continuous hinges. IVES SELECT STANLEY Swing Clear 711 SL31 1 656 Full Mortise 705 SL305 652 2.04 KEYING: A. All cylinders to match facilities existing Schlage Primus key system. B. Keyway information provided by Facilities locksmith. 2.05 LOCKSETS: A. Heavy Duty Cylindrical type, unless specified otherwise, in ND Series, "RHO" Design as manufactured by Schlage Lock Company. B. AHCA Requirement: Specify "etched" or knurled" levers for all mechanical/electrical equipment room doors. 1. AHCA Review comment: Doors that are not intended for regular use and that could prove dangerous if used by a blind person shall have a knurled handle or knob or handle or knob coated with an abrasive plastic coating. C. Schlage latchset/lockset functions are as follows (Ansi function designations are shown in parentheses. 1. Passage: ND10S (ANSI F36) 2. Privacy: ND40S (ANSI F37) 3. Storage: ND80PD (ANSI F44) 4. Entrance: ND53PD (ANSI F40) 5. Classroom: ND70PD (ANSI F42) D. Patient room bathrooms supplied with passage sets. 2.06 ANTI -LIGATURE LOCKSETS AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS 0871 00-5 04.15.16 DOOR HARDWARE SECTION 08 71 00 Must meet or exceed all ANSI Grade 1, Al 56.13-2005 Standards. UL Listed for 3 hour fire -rating. Knob style Schlage Mortise anti -ligature L series lock with minimal gaps o impede apparent attachment points. ADA thumbturns with positive stop when needed per hardware sets. Knobs to have quad grip styling with stainless steel construction. Hardware to have concealed mounting and Positive locking recessed set screws to minimize unauthorized removal of trim. Standard spindle blocking plate required to protect internal components in case of compromised knob. Functions to be used as specified in hardware sets. A. Acceptable Substitutions: None - (Owner's Standards) 2.07 KEYPAD PUSHBUTTON LOCKS: Specify only Schlage CO200 series computer managed with SMS Express software. To have the capability of a privacy function for restrooms where specified. Must have key bypass capability (JD YA6). Provide Yale full size Interchangeable core cylinder for key bypass. All employee lounges and bathrooms to have the CO200 Privacy function by Schlage Electronics. 1. Acceptable Substitutions: A. None - (Owner's Standards) 2.08 EXIT DEVICES: A. All devices shall be Von Duprin 99 Series in types and functions specified for full flush doors and 33A Series for Narrow style glass doors. All devices must be listed under "Panic Hardware" in accident equipment list of Underwriters Laboratories. All labeled doors with "Fire Exit Hardware" must have labels attached and be in strict accordance with Underwriters Laboratories. B. Concealed or Surface vertical Rod/cable Von Duprin series 33A and 99, shall have on: Metal doors both Panic and Fire rated, the concealed vertical CABLE design (CVC), eliminating the Rods where Code allows. Interior doors to be less bottom cable/rod. Wood Doors, both Panic and Fire rated, Interior doors to be surface vertical Rod type panic devices, less bottom rod (LBR) where code allows. C. All exit devices shall be tested to ANSI/BHMA A156.3 test requirements by a BHMA certified testing laboratory. A written certification showing successful completion of a minimum of 1,000,000 cycles must be provided. D. All surface strikes shall be roller type and come complete with a plate underneath to prevent movement. And shall be provided with a dead -latching feature to prevent latchbolt tampering. AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 6 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 E. On fire rated cross corridor doors, all panic hardware to be concealed Vertical Rods. F. Where there is interruption in the means of egress, panic devices will have Photoluminescence push pad to direct path of egress. Stairwells, cross corridor doors exterior exit doors. G. All electric latch retraction devices shall be Von Duprin QEL series. Acceptable substitutions: None (owners standard) 2.09 HOSPITAL LATCHES: A. Hospital latches to be mounted with both handles in the down position by Glynn Johnson. 1. Acceptable substitutions: a. None (owners standard) 2.10 DOOR CLOSERS: A. All closers shall be LCN 4010 Series (Pull Side) and 4110 series (Push Side) having non-ferrous covers, forged steel arms separate valves for adjusting backcheck, closing and latching cycles and adjustable spring to provide up to 50% increase in spring power. Closers shall be furnished with parallel arm mounted on all, doors opening into corridors or other public spaces and shall be mounted to permit 180 degrees door swing wherever wall conditions permit. Furnish with non -hold open arms unless otherwise indicated. B. Door closer cylinders shall be of high strength cast iron construction to provide low wear operating capabilities of internal parts throughout the life of the installation. All door closers shall be tested to ANSI/BHMA A156.4 test requirements by a BHMA certified testing laboratory. A written certification showing successful completion of a minimum of 10,000,000 cycles must be provided. C. Door closers shall utilize temperature stable fluid capable of withstanding temperature ranges of 120 degrees Fahrenheit to -30 degrees Fahrenheit, without requiring seasonal adjustment of closer speed to properly close the door. Closers for fire -rated doors shall be provided with temperature stabilizing fluid that complies with the standards UBC 7-2 (1997) and LIL 10C. AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 7 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 D. Door closers shall incorporate tamper resistant non -critical screw valves of V-slot design to reduce possible clogging from particles within the closer. Closers shall have separate and independent screw valve adjustments for latch speed, general speed, and hydraulic backcheck. Backcheck shall be properly located so as to effectively slow the swing of the door at a minimum of 10 degrees in advance of the dead stop location to protect the door frame and hardware from damage. Pressure relief valves (PRV) are not acceptable. E. Closers shall only be placed on doors that are rated. No Closer shall be put on a non -rated door unless requested by the users. If a closer is to be placed on a non -rated door, a Friction hold open shall be placed on LCN closer. (LCN 4010-3049 or 4110-3049CNS Hold Open) 1. Acceptable substitutions: A. None (owners standard) 2.11 AUTOMATIC DOOR OPERATORS: specify only products of Stanley Magic - Door Div. of Stanley Works. A. Acceptable substitutions: 1. Horton 2. Besam 2.12 TRIM AND PLATES: A. Kick plates, mop plates, and armor plates, shall be .050 gauge with 32D finish. Kick plates to be 10" high, mop plates to be 4" high. All plates shall be two (2) inches less full width of door. B. Push plates, pull plates, door pulls, and miscellaneous door trim shall be shown in the hardware schedule. C. Door Edge Protection: Specify door edge protection (to match plastic or stainless steel surface plates) wherever armor plates are specified and for doors with "swing clear" type hinges (Kitchen, janitor closets, linen rooms, etc.) D. Jamb Edge Protection: Specify Jamb Edge Protection wherever doors use "swing Clear" type hinges and in door openings wherever beds and carts are frequently used. (i.e.: cross corridor doors, patient room doors, etc. 1. IPC Custom Formed Vinyl Door Frame Guard 2.13 DOOR STOPS: AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRH ILLS 0871 00 - 8 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 A. Door stops shall be furnished for all doors to prevent damage to doors or hardware from striking adjacent walls or fixtures. Ives Floor stop FS434 or equal by Haiwatha Floor stop are preferred, but where not practical furnish Ives wall stops equal to 400 series. Where conditions prohibit the use of either wall or floor type stops, furnish surface mounted overhead stops equal to Glynn Johnson, 90 series and 450 Series as specified in Hardware schedule. 2.14 THRESHOLDS AND WEATHERSTRIP and PHOTOLUMINESCENT TRIM: A. Thresholds and weather-strip shall be as listed in the hardware schedule. 2.15 DOOR SILENCERS: A. Furnish rubber door silencers equal to Ives 20 for all new interior hollow metal frames, (2) per pair and (3) per single door frame. PART 3 - EXECUTION 3.01 INSTALLATION: A. All hardware shall be applied and installed in accordance with the Finish Hardware schedule. Care shall be exercised not to mar or damage adjacent work. B. Contractor to provide a secure lock -up for hardware delivered to the project but not yet installed. Control the handling and installation of hardware items that are not immediately replaceable, so that the completion of the work will not be delayed by hardware losses both before and after installation. C. Mounting Heights: Specify mounting heights per the Door and Hardware Institute (DHI) for standard steel doors, and wood doors, unless other mounting heights for matching existing hardware locations are required or to meet specific codes. D. No hardware is to be installed until the hardware manufactures have provided a pre -installation class. This is to insure proper installation of the specified products. 3.02 ADJUSTING AND CLEANING: A. Contractor shall adjust all hardware in strict compliance with manufacturer's instructions. Prior to turning project to owner, contractor shall clean and make any final adjustments to the finish hardware. 3.03 PROTECTION: AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 9 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 A. Contractor shall protect the hardware, as it is stored on construction site in a covered and dry place. B. Contractor shall protect exposed hardware installed on doors during the construction phase. 3.04 HARDWARE SCHEDULE: A. The following schedule is furnished for whatever assistance it may afford the contractor; do not consider it as entirely inclusive. Should any particular door or item be omitted in any scheduled hardware group, provide door or item with hardware same as required for similar purposes. Quantities listed are for each pair of doors or for each single door. B. This hardware schedule was prepared by Allegion: Hardware Group No. 01 Provide each SL door(s) with the following: Qty Description Catalog Number Finish Mfr 1 EA PRIMUS MORT. CYL. 20-706 118 36-083 626 SCH BALANCE BY DOOR SUPPLIER Hardware Group No. 02 Provide each DE door(s) with the following: Qty Description Catalog Number Finish Mfr 2 EA CONT. HINGE 705 TW8 CON 630 IVE 2 EA ELEC FIRE EXIT QEL+-9827-EO-F-LBR-499F-SNB-CON 626 VON HARDWARE 1 EA DELAYED EGRESS M490DEP 628 SCE MAG 1 EA AUTO OPERATOR X STANLEY MAGIC SERIES 689 B/O ACTUATORS 2 EA ARMOR PLATE 8400 36" X 2" LDW B-CS 630 IVE 2 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA POWER SUPPLY PS904 LGR SCE 1 EA POWER SUPPLY PS902 900-4RL LGR VON 2 EA WIRE HARNESS CON-12P VON 2 EA WIRE HARNESS CON-192P VON AHCA # 23/1 00046-114 FLORIDA HOSPITAL - ZEPHYRH ILLS 0871 00 - 10 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 Card reader to unlock electric lock by security supplier Wiring Diagram by Hardware Supplier Automatic Operator Match Door Edges to Door finish Card reader to retract panic device latches, unlock magnet then swing doors with auto operator. Delayed egress magnetic tied into fire alarm system. Hardware Group No. 03 Provide each DE door(s) with the following: Qty Description Catalog Number Finish Mfr 2 EA CONT. HINGE 705 630 IVE 2 EA FIRE EXIT HARDWARE 9827-EO-F-LBR-499F 626 VON 2 EA SURFACE CLOSER 401 1 T DE 689 LCN 2 EA KICK PLATE 8400 10" X 1" LDW 134E 630 IVE 2 EA WALL STOP WS406/407CCV 630 IVE 2 EA FIRE/LIFE WALL MAG SEM7840 689 LCN 1 EA GASKETING 188S-BK S-Bk ZER Magnetic holder to release on fire alarm Hardware Group No. 04 Provide each PR door(s) with the following: Qty Description Catalog Number Finish Mfr 1 EA CONT. HINGE 705 630 IVE 1 EA CONT. HINGE 705 TW8 CON 630 IVE 1 SET AUTO FLUSH BOLT FB41 P 630 IVE 1 EA DUST PROOF STRIKE DP2 626 IVE 1 EA STOREROOM LOCK ND80PD RHO 626 SCH 1 EA ELECTRIC STRIKE 6223 FSE IDS CON 630 VON 1 EA COORDINATOR COR X FL 628 IVE 1 EA AUTO OPERATOR X STANLEY MAGIC SERIES 689 B/O ACTUATORS 2 EA ARMOR PLATE 8400 36" X 2" LDW B-CS 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA ASTRAGAL 339AA AA ZER 1 EA POWER SUPPLY PS902 900-4RL LGR VON 1 EA WIRE HARNESS CON-192P VON 1 EA WIRE HARNESS CON-38P VON AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 1 1 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 Card reader to unlock electric lock by security supplier Wiring Diagram by Hardware Supplier Hardware Group No. 05 Provide each PR doors) with the following: Qty 5 1 1 1 1 2 2 2 2 1 1 1 1 EA EA SET EA EA EA EA EA EA EA EA EA EA EA Description HW HINGE ELECTRIC HW HINGE AUTO FLUSH BOLT DUST PROOF STRIKE EU STOREROOM LOCK COORDINATOR SURFACE CLOSER KICK PLATE WALL STOP FIRE/LIFE WALL MAG GASKETING ASTRAGAL WIRE HARNESS WIRE HARNESS Catalog Number 513131HW4.5X4.5 513131 HW 4.5 X 4.5 CON TW8 FFB41 P DP2 ND80PDEU RHO N123-062 CON COR X FL 41 1 1 DEL EDA 8400 10" X 1" LDW 134E WS406/407CCV SEM7840 188S-BK 339AA CON-192P CON-38P Card reader to unlock electric lock by security supplier Wiring Diagram by Hardware Supplier Hardware Group No. 06 Provide each PR door(s) with the following: Qty 6 1 1 1 2 2 2 1111111111110 EA SET EA EA EA EA EA EA EA EA Description HINGE AUTO FLUSH BOLT DUST PROOF STRIKE PASSAGE SET COORDINATOR SURFACE CLOSER KICK PLATE WALL STOP GASKETING ASTRAGAL Catalog Number 513131 4.5 X 4.5 FFB41P DP2 ND10S RHO COR X FL 4040XP RW/62A 8400 10" X 1" LDW 134E WS406/407CCV 188S-BK 339AA AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS DOOR HARDWARE SECTION 08 71 00 Finish 652 652 630 626 626 628 689 630 630 689 S-Bk AA Finish 652 630 626 626 628 689 630 630 S-Bk AA Mfr IVE IVE IVE IVE SCH IVE LCN IVE IVE LCN ZER ZER VON VON Mfr IVE IVE IVE SCH IVE LCN IVE IVE ZER ZER 0871 00 - 12 04.15.16 Hardware Group No. 07 Provide each PR door(s) with the following: Qty 6 1 1 2 2 2 1 EA ESET EA EA EA EA EA EA EA Description HINGE AUTO FLUSH BOLT STOREROOM LOCK COORDINATOR SURFACE CLOSER KICK PLATE WALL STOP GASKETING ASTRAGAL Catalog Number 513131 4.5 X 4.5 FFB41T ND80PD 8RO RHO COR X FL 4040XP RW/62A 8400 10" X 1" LDW 134E WS406/407CCV 188S-BK 339AA Hardware Group No. 08 Provide each PR door(s) with the following: Qty 2 1 21 21 2 2 2 2 1 EA SET EA EA EA EA EA EA EA EA Description CONT. HINGE AUTO FLUSH BOLT DPUSH/PULL LATCH PCOORDINATOR SURFACE CLOSER KICK PLATE WALL STOP FIRE/LIFE WALL MAG GASKETING ASTRAGAL Catalog Number 705 FB41 T 8HL6 5" A 8COR X FL 4011 T 8400 10" X 1" LDW 134E WS406/407CCV SEM7840 188S-BK 339AA Magnetic holder to release on fire alarm Hardware Group No. 09 Provide each SGL door(s) with the following: Qty Description 3 EA HW HINGE 1 EA ELECTRIC HW HINGE 1 EA EU STOREROOM LOCK 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 EA WALL STOP Catalog Number 513131 HWSC 5 56131 HWSC 5 CON TW8 ND80PDEU RHO N 123-062 CON 4011 DEL 8400 10" X 2" LDW 134E WS406/407CCV AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS DOOR HARDWARE SECTION 08 71 00 Finish 652 630 626 628 689 630 630 S-Bk Finish 630 630 6626 6628 689 630 630 689 S-Bk AA Mfr IVE IVE SCH IVE LCN IVE IVE ZER AA Mfr IVE IVE IGLY IVE LCN IVE IVE LCN ZER ZER Finish Mfr 652 IVE 630 IVE 626 SCH 689 LCN 630 I V E 630 I V E 0871 00 - 13 04.15.16 ZER 1 EA GASKETING 188S-BK 1 EA WIRE HARNESS CON-192P 1 EA WIRE HARNESS CON-38P Card reader to unlock electric Wiring Diagram by Hardware Supplier Hardware Group No. 10 Provide each SGL door(s) with the following: DOOR HARDWARE SECTION 08 71 00 S-Bk ZER VON VON lock by security supplier Qty Description Catalog Number 2 EA HW HINGE 513131 HWSC 5 1 EA ELECTRIC HW HINGE 513131 HWSC 5 CON TW8 1 EA EU STOREROOM ND80PDEU RHO N123-062 CON LOCK 1 EA SURFACE CLOSER 4011 DEL 1 EA KICK PLATE 8400 10" X 2" LDW 134E 1 EA WALL STOP WS406/407CCV 1 EA GASKETING 188S-BK 1 EA WIRE HARNESS CON-192P 1 EA WIRE HARNESS CON-38P Card reader to unlock electric lock by Wiring Diagram by Hardware Supplier Hardware Group No. 11 Provide each SGL door(s) with the following: Qty Description Catalog Number 3 EA HW HINGE 513131 HWSC 4.5 1 EA ELECTRIC HW HINGE 513131 HWSC 4.5 CON TW8 1 EA INSTITUTION LOCK L9082P SL1 XL12-482 1 EA ELECTRIC STRIKE 6211 FSE IDS CON 1 EA SURFACE CLOSER 401 1T 1 EA KICK PLATE 8400 10" X 2" LDW B4E 1 EA WALL STOP WS406/407CCV 1 EA WIRE HARNESS CON-192P 1 EA WIRE HARNESS CON-38P Card reader to unlock electric lock Wiring Diagram by Hardware Supplier Finish 652 630 626 689 630 630 S-Bk security Finish 652 630 630 630 689 630 630 by security Mfr IVE IVE SCH LCN IVE IVE ZER VON VON supplier Mfr IVE IVE SCH VON LCN IVE IVE VON VON supplier AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 14 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 Hardware Group No. 12 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HW HINGE 513131 HWSC 5 652 IVE 1 EA ELECTRIC HW HINGE 513131 HWSC 5 CON TW8 630 IVE 1 EA EU STOREROOM ND80PDEU RHO N 123-062 CON 626 SCH LOCK 1 EA SURFACE CLOSER 4011 DEL 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW 134E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA DOOR CONTACT 679-05HM BLK SCE 1 EA WIRE HARNESS CON-192P VON 1 EA WIRE HARNESS CON-38P VON Card reader to unlock electric lock by security supplier Wiring Diagram by Hardware Supplier Hardware Group No. 13 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 513131 4.5 X 4.5 652 IVE 1 EA ELECTRIC HINGE 513131 4.5 X 4.5 CON TW8 652 IVE 1 EA EU STOREROOM ND80PDEU RHO N123-062 CON 626 SCH LOCK 1 EA SURFACE CLOSER 4011 DEL 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B4E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA WIRE HARNESS CON-192P VON 1 EA WIRE HARNESS CON-38P VON Card reader to unlock electric lock by security supplier Wiring Diagram by Hardware Supplier Hardware Group No. 14 AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 15 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 513131 4.5 X 4.5 652 IVE 1 EA STOREROOM LOCK ND80PD 8RO RHO 626 SCH 1 EA SURFACE CLOSER 4011 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW 134E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 15 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA ENTRANCE LOCK ND53PD RHO 626 SCH 1 EA SURFACE CLOSER 4011 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW 134E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 16 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HW HINGE 5BB1 HWSC 5 652 IVE 1 EA PASSAGE SET ND10S RHO 626 SCH 1 EA SURFACE CLOSER 4011 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW 134E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 17 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HW HINGE 513131 HWSC 5 652 IVE 1 EA PASSAGE SET ND10S RHO 626 SCH 1 EA SURFACE CLOSER 41 1 1 EDA 689 LCN AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 16 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 1 EA KICK PLATE 8400 10" X 2" LDW 134E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 18 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 513131 4.5 X 4.5 652 IVE 1 EA PRIVACY LOCK ND40S RHO 626 SCH 1 EA SURFACE CLOSER 4011 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B4E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 19 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 513131 4.5 X 4.5 652 IVE 1 EA PASSAGE SET ND10S RHO 626 SCH 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 20 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PASSAGE SET ND10S RHO 626 SCH 1 EA OH STOP 450S 630 GLY 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 21 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 17 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 4 EA HW HINGE 513131 HWSC 4.5 652 IVE 1 EA PASSAGE SET ND10S RHO 626 SCH 1 EA OH STOP 450S 630 GLY 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 22 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 4 EA HW HINGE 5BB1 HWSC 4.5 652 IVE 1 EA PASSAGE SET L9010 SL1 XL12-482 630 SCH 1 EA SURFACE CLOSER 401 1 T 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW 134E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE Hardware Group No. 23 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 4 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PRIVACY LOCK ND40S RHO 626 SCH 1 EA SURFACE CLOSER 41 1 1 EDA 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW 134E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 24 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 5PB1 4.5 X 4.5 652 IVE 1 EA ENTRANCE LOCK ND53PD RHO 626 SCH 1 EA WALL STOP WS406/407CCV 630 IVE 3 EA SILENCER SR64 GRY IVE Hardware Group No. 25 Provide each SGL door(s) with the following: AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 18 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrody Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 Qty Description Catalog Number Finish Mfr 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PASSAGE SET ND10S RHO 626 SCH 1 EA SURFACE CLOSER 4011 689 LCN 1 EA KICK PLATE 8400 10" X 1" LDW B4E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 26 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 1 EA PASSAGE SET ND10S RHO 626 SCH 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA BALANCE OF BY DOOR MANUFACTURER HARDWARE Hardware Group No. 27 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 4 EA HW HINGE 513131 HWSC 5 652 IVE 1 EA DPASSAGE SET 8ND10S RHO 6626 ISCH 1 EA SURFACE CLOSER 4011 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B4E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 3 EA SILENCER SR64 GRY IVE Hardware Group No. 28 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 4 EA HW HINGE 513131 HWSC 5 652 IVE 1 EA PUSH/PULL LATCH HL6 5" A 626 GLY 1 EA SURFACE CLOSER 4011 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B4E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA DOOR BOTTOM 360AA6 AA ZER AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 19 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 Hardware Group No. 29.1 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HW HINGE 5BB1 HWSC 5 652 IVE 1 EA PUSH/PULL LATCH HL6 5" A 626 GLY 1 EA SURFACE CLOSER 4011 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B4E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA DOOR BOTTOM 360AA6 AA ZER Hardware Group No. 29 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HW HINGE 513131 HWSC 5 652 IVE 1 EA PUSH/PULL LATCH HL6 5" A 626 GLY 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 30 Provide each SGL door(s) with the following: Qty Description Catalog Number Finish Mfr 3 EA HW HINGE 513131 HWSC 5 652 IVE 1 EA PUSH/PULL LATCH HL6 5' A 626 GLY 1 EA SURFACE CLOSER 4011 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW 134E 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER Hardware Group No. 31 Provide each PR door(s) with the following: Qty Description Catalog Number Finish Mfr 6 EA HW HINGE 51361 HWSC 5 652 IVE AHCA # 23/100046-114 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 20 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16 DOOR HARDWARE SECTION 08 71 00 1 ESET CAUTO FLUSH BOLT FFB41T 630 IVE 1 EA PUSH/PULL LATCH HL6 5" A 626 GLY 1 EA COORDINATOR COR X FL 628 IVE 2 EA KICK PLATE 8400 10" X 1" LDW B4E 630 IVE 2 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA ASTRAGAL 339AA AA ZER Hardware Group No. 32 Provide each PR door(s) with the following: Qty Description Catalog Number Finish Mfr 8 EA HW HINGE 5BB1 HWSC 4.5 652 IVE 1 ESET CAUTO FLUSH BOLT FFB41T 630 IVE 1 EA PUSH/PULL LATCH HL6 5" A 626 GLY 1 EA COORDINATOR COR X FL 628 IVE 1 EA SURFACE CLOSER 4011 689 LCN 2 EA KICK PLATE 8400 10" X 1" LDW B4E 630 IVE 2 EA WALL STOP WS406/407CCV 630 IVE 1 EA GASKETING 188S-BK S-Bk ZER 1 EA ASTRAGAL 339AA AA ZER 2 EA DOOR BOTTOM 350A6 A ZER Hardware Group No. 33 Provide each SL door(s) with the following: Qty Description Catalog Number Finish Mfr 1 BALANCE OF HARDWARE BY DOOR MANUFACTURER End of Section 08 71 00 AHCA # 23/100046-1 14 FLORIDA HOSPITAL - ZEPHYRHILLS 0871 00 - 21 HB #H-15027.00 ED EXPANSION & ORTHO RENOVATION ©HuntonBrady Architects, P.A. CONSTRUCTION DOCUMENTS O4.15.16