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HomeMy WebLinkAboutS-101-FRAMING-PLANSS-301 2 S-301 1 2 S-101 1 3 S-300 7 S-300 H2 H2 B1 H1 H1 H2 H2 H1 H2 H1 H1 H2 H2 H2 H1 H2 H1 H2 H1 B1 H2B1 H2 H2H1 H4B2 H4 H4 H4 H4 H4 H4 H4 GIRDER TRUSS GIRDER TRUSS GIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSS DRAG STRUT DRAG STRUTGIRDER TRUSS GIRDER TRUSS GIRDER TRUSS GIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSS GIRDER TRUSS PREFAB WOOD TRUSSES @ 24" OC (TYP)RD1RIDGEVALLEYHIPHIPRIDGEVALLEY HIPHIPRD1 VALLEYV A L L E Y RD1RD1PREFAB WOOD TRUSSES @ 24" OC (TYP)RD1 RD1 @ 24" OC (TYP) PREFAB WOOD TRUSSES PREFAB WOOD TRUSSES @ 24" OC (TYP) VAL LEY V A L L E Y RIDGE RIDGERD1 RD1 RIDGE PREFAB WOOD TRUSSES @ 24" OC (TYP) TRUSS BEARING 14'-1 3/4" TRUSS BEARING 14'-1 3/4" TRUSS BEARING 11'-2 1/4" TRUSS BEARING 11'-2 1/4" GIRDER TRUSS 2 S-200 TYP 2 S-200 TYP 5 S-200TYP 5 S-200 6 S-200 TYP 6 S-200 TYP GIRDER TRUSS GIRDER TRUSS 8 S-300 TYP 9 S-300 SIM 9 S-300 SIM 1 S-300TYP2 S-300 TYP 1 S-300 TYP 2 S-300 TYP 1 S-300 TYP 2 S-300 TYP 1 S-300 TYP 2 S-300 TYP 5 TYP TYP TYP TYP 5 1 1 2 1 FRAMING NOTE #8 FRAMING NOTE #8 FRAMING NOTE #8 FRAMING NOTE #8 TRUSS MANUF TO PROVIDE 6'-8" MIN HEADROOM ABOVE CATWALK TYP SEE NOTE 9 4 5/8" 74' - 9 3/4" 4 5/8"4 5/8" 167' - 2 3/4" 4 5/8"8' - 0"10' - 0"10' - 0"8' - 0"4 5/8"74' - 9 3/4" 4 5/8" 4 5/8" 21' - 2 3/4" 38' - 1 1/4" 57' - 2 3/4" 29' - 5 1/4" 21' - 2 3/4" 4 5/8" 7 S-301 B1 (HIGH & LOW)B1 (HIGH & LOW)B1 (HIGH) GIRDER TRUSS GIRDER TRUSSHIPHIP GIRDER TRUSS GIRDER TRUSS GIRDER TRUSS H1AH1H1A H2 H2 H1 H2 H2 H1TRUSS BEARING 11'-2 1/4" TRUSS BEARING 11'-2 1/4" WP2WP1WP1WP1WP3WP2WP1WP5WP2WP1WP2WP2WP2WP5WP5WP4WP3WP5WP224' - 2 3/8" SW35' - 6 3/4" 45' - 0 5/8"SW231' - 10 3/4"SW139' - 10 3/4"SW316' - 10 1/2"SW131' - 10 3/4"25' - 3 3/8"SW18' - 11"3' - 2" SW1 9' - 10" 27' - 7 3/8" S-301 8 TRUSS BEARING 11'-2 1/4"WP37' - 5 5/8" SW1 8' - 7" 5' - 0" SW1 8' - 4 5/8" 10' - 3 5/8" SW1 8' - 7" 5' - 0" SW1 9' - 7" 23' - 4 3/8"10' - 11 3/8" SW1 12' - 0" 33' - 8 5/8" 53' - 8 3/4" 7' - 0 5/8" SW1 7' - 3" 3' - 2 1/2" SW1 6' - 9 1/2" 13' - 9 5/8" B2B2WP4WP4WP4WP42 2 2 2 9 9 2 1 TYP 1 TYP 1 TYP 1 TYP 1 2 2 2 3 3 3 44 44 3 H2 3 10 3 10 TYP 2 TYP 7 TYP 7 TYP 7 TYP 7 TYP 7 TYP 7 TYP 7 TYP 7TYP 7 TYP 7 8 @ 24" OC (TYP)PREFAB WOOD TRUSSES@ 24" OC (TYP)PREFAB WOOD TRUSSES1.TYPICAL TRUSS BEARING ELEVATION = + 11' - 1 1/4" UON 2.WALL DIMENSIONS ARE TO OUTSIDE FACE OF WALL SHEATHING 3. DENOTES ATTIC MECHANICAL MEZZANINE (AT TRUSS BOTTOM CHORD ELEVATION) 4. DENOTES 19/32" APA RATED SHEATHING ROOF DECK 5.REFER TO ARCH FOR ROOF PROFILE AND OVERHANG DIMENSIONS TYPICAL 6.H# / B# DENOTES HEADER / BEAM TYPE. REFER TO SCHEDULE ON S-200 7. DENOTES DORMER OVERLAY FRAMING COMPOSED OF TRUSSES OR 2x6 RAFTERS @ 16" OC 8. INSTALL APA RATED WOOD SHEATHING ON THIS SIDE OF SHEAR WALL 9. DENOTES CATWALK LOCATION ROOF FRAMING NOTES RD1 H1H1 H3H3 H3 H3 GIRDER TRUSS GIRDER TRUSS INSIDE FACE OF GYPSUM BOARD18' - 8 1/2"2X12 JOIST @ 16" OC MAX GIRDER TRUSSGIRDER TRUSSSTAIR OPENING GF 260 # GF 260 # GF 260 # GF 260 # GF 260 # HOT WATER HEATER 1500 # 3/4" APA RATED SHEATHING 2X6 BLOCKING @ 12" OC 4 S-300 DBL JST 9 9 NOTES: 1. GF REFERS TO GAS FIRED FURNACE. 2. CONFIRM SIZES AND WEIGHTS OF MECHANICAL EQUIPMENT WITH CERTIFIED MANUFACTURER'S DRAWINGS AND MECHANICAL DRAWINGS PRIOR TO INSTALLATION. GF 260 # GF 260 # NON-BEARING BEARING POINT NON-BEARING BEARING POINT BEARING POINT Project North True North is a member of the IBI Group of companies DATE: ISSUE SHEET TITLE PROJECT SCALE: APPROVED BY:PROJECT MGR: PROJECT NO: SHEET NUMBER CLIENT COPYRIGHT ISSUES This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbidden. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and IBI Group shall be informed of any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to IBI Group for general conformance before proceeding with fabrication. IBI Group Engineering Services (USA) Inc. CHECKED BY:DRAWN BY: SCALE CHECKSEAL 3221 W Big Beaver, Suite 111 Troy, MI, 48084 10mm1 in CARMEL, IN CONSULTANTS As indicated 0 C:\Users\jon.fairbanks\Documents\REVIT2018\122885_814KC CrmlIN_STRU_v18_jon.fairbanks.rvtFRAMING PLANS 122885 M.STOCK 2020-08-04 S-101 KINDERCARE LEARNING CENTER R.AECK M.MULLEN J.FAIRBANKS S-101 Scale: 3/16" = 1'-0" 1 ROOF FRAMING PLAN 1 2 3 4 5 6 7 8 9 10 SIMPSON VGT + SIMPSON HDU5-SDS2.5 W/ (3) 2X BEARING STUDS AND (2) SIMPSON H2.5A @ GIRDER BEARING SIMPSON VGT + SIMPSON HDU5-SDS2.5 W/ (5) 2X BEARING STUDS @ GIRDER BEARING STEEL LINTEL, REF 1/S-301 (SIM) PT 4X4 WOOD POST W/ SIMPSON ABU44 CONNECTOR DRAG STRUTS HAVE AN AXIAL LOAD OF 1.90 K (ASD) 2X6 BLOCKING BETWEEN TRUSSES @ ROOF DECK FOR 10' - 0" MIN 2X6 BLOCKING @ 2'-0" W/ (2) SIMPSON L30 AT EACH END TO SUPPORT BOLLARD PROVIDE 2 - 2x6 STUDS @ 16" OC FOR EXTERIOR GYM WALLS ROOF TRUSS MANUFACTURER TO COORDINATE TRUSS MEMBERS WITH DOOR LOCATIONS SEE ARCHITECTURAL DRAWINGS FOR ADD INFO 4-1 3/4x5 1/4 LVL WINDOW SILL PLATE INSTALLED ON THE FLAT. 3-1 3/4x 11 1/4 LVL HEADER W/ 2-1 3/4X5 1/4 PLATES ABOVE AND BELOW HEADER. ALL PLIES TO BE FASTENED TO EA OTHER W/ 2- ROWS 6 3/4" LG SIMPSON SDW SCREWS AT 16" OC ON FACE ONLY. HEADER AND SILL TO BE ATTACHED TO PSL KING POST W/ 2-L50 ANGLES, TOP AND BOTTOM, AT EA END. KING POST TO BE SECURED TO TOP AND BOTTOM PLATES SIMILARLY W/ L50 FRAMING ANGLES 2-TOP AND 2-BOTTOM AT EA POST. INSTALL L8x4x1 STL ANGLE LINTEL, MIN. 8" BEARING. ROOF FRAMING KEYNOTES S-101 Scale: 1/4" = 1'-0" 2 MECHANICAL MEZZANINE FRAMING PLAN WOOD POST SCHEDULE MARK SIZE WP-1 2-2x6 WP-2 3-2x6 WP-3 4-2x6 WP-4 5 1/4x5 1/4 PSL WP-5 5 1/4x7 1/4 PSL No. DESCRIPTION DATE 0 PERMIT 2020-08-04 2020-08-04 10/29/20