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Home My WebLink AboutS502 Details & SectionsBLOCK & STRAP FOR WALL STUDS CONTINUOUS STRAP EACH SIDE FASTEN AT EACH INTERSECTION w/ (1)-#10-16 SCREW. FASTEN AT EACH BLOCK with (3)-#10-16 SCREWS USE (2)-TRACKS SOLID BLOCKS AT 8'-0"C-C BETWEEN STRAPS, CUT FLANGES & BEND WEB TO FORM A 4" OVERLAP. USE (2)-#10-16 SCREWS, EACH SIDE PROVIDE BRIDGING AT 48" O/C 6"x11/4 54 MIL x 6"Lg. RUNNER TRACK, SCREW ATTACHED TO FULL HEIGHT STUD w/ (6)-#10-16 SCREWS & TO HEADER w/ (3)-#10-16 SCREWS EACH FLANGE FULL HEIGHT JAMB STUDS SEE ELEVATION FOR MEMBER SIZE & QUANTITY (JACK STUDS NOT SHOWN) (2)-UNPUNCHED STUDS SEE ELEVATION FOR MEMBER SIZES (1)-#10-16 SCREW TYP. EACH FLANGE (2)-2"x2"x16ga. CLIP ANGLES, ONE TOP & BOTTOM OF HEADER.1/2" LESS THAN STUD WIDTH, USE: (3)-#10-16 SCREWS ON EACH LEG AS SHOWN ABOVE. CRIPPLE STUDS ATTACH TOP & BOTTOM TRACK USING: (2)-#10-16 SCREWS AT 16"O.C. (2)-2"x2"x54 MIL. CLIP ANGLES, ONE TOP & BOTTOM OF HEADER. 1/2" LESS THAN STUD WIDTH, USE: (3)-#10-16 SCREWS ON EACH LEG AS SHOWN ABOVE. CRIPPLE STUDS JACK STUD(S) 1/2" 1/2" EQUIVALENT HEADER ATTACHMENT 1"1" 1 /2 "1 /2 " E Q U IV A L E N T 1 "1 "ALTERNATE BOX HEADER CONNECTION 6"x1 1/4 54 MIL x 6"Lg. RUNNER TRACK, SCREW ATTACHED TO FULL HEIGHT STUD WITH (6)-#10-16 SCREWS & TO HEADER WITH (3)-# 10-16 SCREWS EACH FLANGE FULL HEIGHT JAMB STUDS SEE ELEVATION FOR MEMBER SIZE & QUANTITY (2)-UNPUNCHED STUDS SEE ELEVATION FOR MEMBER SIZES (1)-#10-16 SCREW TYP. EACH FLANGE (2)-2"x2"x54 MIL. CLIP ANGLES, ONE TOP & BOTTOM OF HEADER. 1/2" LESS THAN STUD WIDTH, USE: (3)-#10-16 SCREWS ON EACH LEG AS SHOWN ABOVE. CRIPPLE STUDS ATTACH TOP & BOTTOM TRACK USING: (2)-#10-16 SCREWS AT 16"O.C.. 1/2" 1" 1/2" EQUIVALENT 1" HEADER ATTACHMENT POST BUILT-UP WITH TRACK EACH SIDE TRACK TRACK RUNNER ATTACH EACH SIDE STUD NOTE: FASTEN BUILT-UP MEMBERS TOGETHER AT 12" O.C. Max. (2)-JAMB ANCHORAGE TO STRUCTURAL WITH STUD STIFFENER 1"3"3"ATTACH TO SLAB USING: (4)-0.143" DIA. P.D.F.'s w/ 1 1/4" Min. EMBED., LOCATED AS SHOWN IN DETAILS SEE DETAILS FOR JAMB ASSEMBLY METHOD. TRACK RUNNER 6" Lg. SECTION OF STUD TO STIFFEN TRACK. USE (2)-#10-16 SCREWS ON BOTH SIDES. (1)-#10-16 SCREW AT EACH FLANGE TOPVIE W TOP VIEW O P E N IN G Min.SPACING(OPTION #1) JAMB STUDS WITH TRACK BLOCKS (OPTION #2) BACK TO BACK JAMB STUDS WITH TRACK COVER 68 MIL STUDS AT JOIST OR BEAM BEARING HEADERS, 54 MIL STUDS AT BEARING WALLS (U.N.O.), MATCH WALL STUDS OTHERWISE PROVIDE OPTION #2 AT JOIST OR BEAM BEARING HEADER LOCATIONS. PROVIDE 54-MIL TRACK AND FASTENERS FOR 100% COMPOSITE PROPERTIES PER NAS-2012 (2)-JAMB STUDS ATTACH JAMB MEMBERS USING 6" SECTION OF RUNNER TRACK, Min. USE (8)-#10-16 SCREWS AS SHOWN 24" O.C. Max.ATTACH JAMB STUD TO TRACK (NOT SHOWN) WITH (2)-# 10-16 SCREWS AT 16"O.C. (2)-JAMB STUDS CAP JAMB w/ TRACK FOR WINDOW ATTACHMENT. EXTEND 6" ABOVE HEADER AND 6" BELOW SILL CONN. PARTIAL-HEIGHT WALL BASE CONNECTION DIETRICH EASY CLIP T975 W/ 1/2" DIA. HILTI KWIK BOLT ANCHOR (TYP. AT SLAB ON GRADE) OR 1/2" DIA. THRU-BOLT AT ELEVATED SLAB SIMPSON H10 TIE-DOWN ANCHOR WITH 1/2" HILTI KWIK BOLT (SLAB ON GRADE) OR 1/2" THRU- BOLT (ELVATED SLAB) AT KNEE WALL ENDS 600S200-54 STUDS AT 16" O/C MAX, SEE PLAN FOR STUD DEPTH 600T200-68 TRACK TOP AND BOTTOM CONCRETE SLAB REFER TO PLAN DOUBLE STUD AT KNEE WALL END (2) BAYS OF SOLID BLOCKING AT 8' O.C. (VERT.) MAX. AT EACH END OF WALL TYPICAL STUDS. SEE SCHEDULE. SLIP TRACK (43 MIL MIN.), WIDTH AS REQUIRED W/ 3" MIN. LEGS (2) POWER ACTUATED FASTENERS TO DECK ABOVE AT EACH STUD BRIDGING PER DETAIL 1/S502 WITHIN 12" OF TOP OF STUD "1 1/2" MAX. BLOCKING END CONNECTION PER1/S500.2 NOTES: ALTERNATE 1 - PROVIDE CLARKDIETRICH MAXTRACK NON- STRUCTURAL 2 1/2" LEG SYSTEM OR EQUIVALENT. FASTEN TO DECK AS SHOWN. ALTERNATE 2 -PROVIDE CLARKDIETRICH FAST TOP CLIP (OR EQUIVALENT) AT EACH STUD IN LIEU OF SLIP TRACK. 12ga FRAMING ANGLE MIN. (3) POWDER ACTUATED FASTENERS (SEE NOTES) BRACES AT 48" o.c. (3) #12 SELF DRILLING SCREWS EACH END NON-BEARING WALL STUDS. SEE SCHEDULE. SEE ARCH. EX. SLAB ON DECK. (ORIENTATION VARIES) CEILING LINE SEE ARCH.+/ - 45°12ga FRAMING ANGLE MIN. (3) POWDER ACTUATED FASTENERS (SEE NOTES) BRACES AT 48" o.c. (3) #12 SELF DRILLING SCREWS EACH END NON-BEARING WALL STUDS. SEE SCHEDULE. SEE ARCH. EX. SLAB ON DECK. (ORIENTATION VARIES) CEILING LINE SEE ARCH.+/- 45°12ga FRAMING ANGLE ANCHORED TO TOP TRACK WITH (3) #12 SELF DRILLING SCREWS. FASTENER/CONNECTOR SCHEDULE SCREWS CONNECTOR METAL TRACK STUD-TO-STUD WOOD FRAMING or PLYWOOD SUBSTRATE #10-16 x 5/8" PAN HEAD DESCRIPTION BUILDEX "TEKS" COMPASS "DARTS" GRABBER SELF-DRILLING PRODUCT #10-16 x 5/8" HEX HEAD BUILDEX "TEKS" COMPASS "DARTS" GRABBER SELF-DRILLING METAL-TO- STRUCTURAL STEEL #12-24 x 11/4" HEX HEAD, #5 TIP BUILDEX "TEKS" HILTI KWIK-PRO #14-20 x 2 3/4" PHILLIPS FLAT HEAD, #4 WINGS BUILDEX "TEKS" HILTI KWIK-PRO CONCRETE or GROUTED C.M.U. P.D.F.'s (Powder Driven Fasteners)STRUCTURAL STEEL 0.143" DIA. (Min. Shank) 11/4" Embedment POWERS .300 HEAD DRIVE PAN HILTI 0.145" DIA. X-DNI 0.143" DIA. (Min. Shank) 5/8" (Min. Length) POWERS .300 HEAD DRIVE PAN HILTI X-DNI ** PRODUCTS BY OTHER MANUFACTURERS MAY BE ACCEPTABLE, PLEASE CONTACT OUR OFFICE OR SUBMIT PRODUCT DATA. COLD FORMED STUDS, BEYOND (SEE ARCH.) CL STEEL BEAM, SEE PLAN T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) MC6X18 EACH END OF WINDOW OPENING. PROVIDE VERT. SLIP CONN. TO BEAM. HSS6X4X1/2. MAY BE BROKEN BACK AT ANGLED STOREFRONT. THERMAL BREAK MATERIAL AT EACH CONNECTION (BASIS OF DESIGN: FABREEKA TIM) 3/4" A325 BOLTS AT 4'-0" O.C. MAX. GALV. L8X8X1/2 LINTEL, 1/2" SHORTER THAN OPENING, EA. END. ANCHOR MC6'S TO SLAB WITH (2) 3/8"X 5" HEAVY DUTY SCREW ANCHORS WITHIN CONT. BOTTOM TRACK. PROVIDE 1/2" THICK BASEPLATE. 1 1/2" MIN. PROVIDE BLOCKING AROUND OPENING PER ARCH. L3X3X1/4 KICKER TO SLAB AT EACH MC6 AND AT VERTEX IN HSS T.O. SLAB (SEE PLAN) NOTE: DETAIL APPLIES AT BRICK MASONRY OPENINGS GREATER THAN 7'-6", OR WHERE THE WALL CHANGES DIRECTION WITHIN THE OPENING. WT6X8 AT 4'-0" O.C. CL STEEL BEAM, SEE PLAN T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) (2) 3/4" A325 BOLTS AT EACH WT PROVIDE BLOCKING AROUND OPENING PER ARCH. (NOT SHOWN) L3X3X1/4 KICKER TO SLAB AT EACH WT NOTE: DETAIL APPLIES AT BRICK MASONRY OPENINGS GREATER THAN 7'-6", OR WHERE THE WALL CHANGES DIRECTION WITHIN THE OPENING. GALV. L8X8X1/2 LINTEL, 1/2" SHORTER THAN OPENING, EA. END. THERMAL BREAK MATERIAL AT EACH CONNECTION (BASIS OF DESIGN: FABREEKA TIM) SHEATHING -COORD. WITH ARCH. T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) CL SEE PLAN E.O.S. FIRE CAULK GAP (SEE ARCH) CONCRETE SLAB ON METAL DECK (SEE PLAN) SLAB EDGE REINFORCING (SEE SLAB EDGE DETAIL) 8" CMU W/ #5 BARS AT 48" O/C, DRILL AND GROUT INTO SLAB (EMBED 5") 8" CMU W/ #5 BARS AT 48" O/C STEEL BEAM (SEE PLAN) T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) CL SEE PLAN E.O.S. CONCRETE SLAB ON METAL DECK (SEE PLAN) SLAB EDGE REINFORCING (SEE SLAB EDGE DETAIL) STEEL BEAM (SEE PLAN) FIRE CAULK GAP (SEE ARCH) STEEL TO BE COATED IN INTUMESCENT PAINT. REFER TO ARCH FOR FIRE RATING REQUIREMENTS AND DETAILS 8" CMU W/ #5 BARS AT 48" O/C, DRILL AND GROUT INTO SLAB (EMBED 5") 8" CMU W/ #5 BARS AT 48" O/C T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) CL SEE PLAN E.O.S. SEE 14/S502 FOR ADDITIONAL INFORMATION FIRE CAULK GAP (SEE ARCH) SHAFT WALL (SEE ARCH) STEEL BEAM (SEE PLAN) 8" CMU W/ #5 BARS AT 48" O/C (WELD TO TOP OF BEAM) 3/8" CLOSURE PLATE CL DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:12 PMS502 DETAILS AND SECTIONS 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"1 BRIDGING DETAILS 3/4" = 1'-0"2 HEADER AND JAMB STUD 3/4" = 1'-0"3 BOX HEADER CONN. - ALT 3/4" = 1'-0"4 BUILT-UP POST 3/4" = 1'-0"5 DOOR JAMB ANCHORAGE 3/4" = 1'-0"6 TIED JAMB STUD 3/4" = 1'-0"7 KNEE WALL BASE CONNECTION 3/4" = 1'-0"8 TOP OF WALL - FULL HEIGHT PARTITION 3/4" = 1'-0"9 TOP OF CFMF WALL - ABOVE CEILING 3/4" = 1'-0"10 TOP OF CFMF WALL - BELOW CEILING 3/4" = 1'-0"11 FASTENER AND CONNECTOR SCHEDULE 3/4" = 1'-0"12 LONG SPAN OR BENT LINTEL 3/4" = 1'-0"13 LONG SPAN OR BENT LINTEL - HIGH WINDOW 3/4" = 1'-0"14 ELEVATOR SHAFT 1 3/4" = 1'-0"15 ELEVATOR SHAFT 2 3/4" = 1'-0"16 ELEVATOR SHAFT 3 REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021