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Home My WebLink About(08) S2-102B1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 r 28'-3" I ' I O' TYP. I H3-10'3.2 ' H3-10/3.2 H3-10/3.3 __________ �/ - -------------------- 27'-2" 1P-7 10.4 ll'-3" / 11.91 18'-8" / E6 ao --- HL3-9.3/P1.3 HL3-93IP1.3 HL3-9.3IP1.3 W21X W21 44 - W21x44 I W1835 t - - - - --_ I C MOMENT FRAME . REF. DETAIL Ei/52402 b ' Ai Al L-0z4 KICKER @ Al II m 4'-0" O.C. (TYP.) I i 2-4 i6K2 2-4 18K3 2-40 11 a - --- - - I C.2 - - t6KK2- - - - - - t8K3- - - - -I - - - - - - CO3 I I 16K2 H 18K3 < b x Ei 16K2 18K3 `^ I 2-0 W21 X44 W21x44 e A3 49 i6K2 & _ I Sim. i b i6K2 18K3 DIAG. BRACE I R' _ W16X25 PER DETAIL W24X76 W24X62 W18X35_------- dH p MO ENT FRAME 1 I REF. D�TAIL Ei/52-0021 ' I S-9 W 24X68 WK3 "x 1OK1 m 1 1- m C7 28K6 I A9 2.4 �1� ,gP+� 18K3 I w a 2-40 _S_9 _ W24X62� -v �Ni8X36-------------------- M'-'a'L- - - - - - - - - --------- C nI ww 3 y I f J w� 28K6 28K6 18K3 I 00 �w COL. ABOVE ® '�6 N 4` W24x63 �� S-9 _ W24x6B wzix4a LLw a-5 (aIM.: ABOVE a m SECOND FLOOR) X X Ag z¢ Ia "' A3 - w r 3 2-00 w 28K6 28K6 2-0 I _ SIM. _ n E1 I 2-0 a a I n 281<6 a 2 281<6 18K3 ` I T 7-11 � I - I w,axafi - W24X62 w,axafi _ _ _ _ _ - E MOMENT FRAME IN I REI F. DETAIL EiI$2-002 - � 28K6 28K6 18K3 °' I N Ei L-4z4 KICKER O1 °i I &4 n @ 4'-0" O.C. I]--- ____ H�812.1 &10/.A3SMISSION-----10K1 2-40 28K6 (TYP.) 3 1 �I 28K61 3 18K3 it N H3-8/2.1 H3-82.1 ®H3-8/2A 13-8/2.1 Fi HL3-9.31.3 TYP. F7 240 - - ______________r W24X68 ___ i_____ I_____I ____t_____r _ W24X7g _ _ ___y_ W21A44 ___m ___ ❑1t- -_-_-_-_-_ _ E.6` ' I I I S-S i 6 I I HL3.2 I I HL9.3/1.3TYP.2-5 HL3-9.3/P,.3 9.13.3 33HL3-9.3/22 I I " 22-H S-7 5'-1134" 15-33/8" I I I I I I I I I I I I 4'-13" 6-111W ---- -- ------ ' 2- SIMI H3-812.1 H3-812.1 --I E7 A W 12X26 2 H310/13.3 - x � 2 q0 "1" I _ L311.9 .. N y f1l up ._-_ _-_-_ iKEIR •i. m W30X116 a f 2.5K1 12X40 10K1 2.SK1 2OK3 10K1 2.5K1 a&G ZOK3 i 1OK1 � 3 3 M1 2.5K1 2OK3 1OK1 y o. r. 2.51<1 2OK3 N 1OK1 2.5K1 Wz1x44 1OK1 r S-7 S-7 o IN w I 1OK1 a I I 4 0K1 I IM h y W 12X25 o m 18" - 4x2 w12X26 1OK1 UI BLDG. 2 • SECOND FLOOR FRAMING PLAN • Area B C1 SCALE W16"=T-0" 2ND FLOOR: FLOOR FRAMING PLAN NOTES: 1. TOP OF FINISH FLOOR ELEVATION = IIW4'. TOP OF WOOD TRUSS=- 1 112" FROM TOP OF FINISH FLOOR (314" OSS+3/4" GYPCRETE). METAL DECK BEARING ELEVATION = 862'-0". FLOOR SLAB TO BE 4" TOTAL THICKNESS USING VULCRAFT LOC24 GA. GALVANIZED (G60) METAL FLOOR DECK AND Y NORMAL WEIGHT CONCRETE. REINFORCE SLAB WITH 4X4-W4.0XW4.0 WELDED WIRE MESH. ALTERNATIVELY, OMIT THE WELDED WIRE MESH AND PROVIDE HELIX 5.25 FIBER AT A DOSAGE OF 34 POUNDS PER CUBIC YARD OF CONCRETE. 2. WOOD FLOOR SHEATHING, REF SHEET S2-001, UNLESS OTHERWISE NOTED ON PLAN. WOOD FLOOR SHEATHING IS APPLIED PERPENDICULAR TO TRUSSES UNLESS OTHERWISE NOTED. 3. ALL PERIMETER BENT PLATES OR ANGLES SHALL BE CONTINUOUS WITH SPLICES. MITER AND WELD ALL CORNERS UNLESS OTHERWISE NOTED. SEE DETAILS ON FLOOR FRAMING DETAILS SHEETS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 4. SEE PLANS AND DETAILS FOR ADDITIONAL SLAB REINFORCING REQUIRED FOR CHORD, COLLECTORS AND SHEAR TRANSFER. THESE BARS SHALL BE PLACED AT CONCRETE TOPPING MID -DEPTH AND SPACED AT 21/2" ON CENTER, BARS SHALL BE CONTINUOUS WITH LAP SPLICES PROVIDED AS REQUIRED. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO FABRICATION AND INSTALLATION. 6. SEE ARCHITECTURAL DRAWINGS FOR ALL STAIR DETAILS, PLANS AND SECTIONS. ALL STAIRS AND LADDERS SHALL BE DESIGNED BY THE METAL STAIR FABRICATOR. 7. LOCATION OF ALL OPENINGS, FLOOR PENETRATIONS, ELEVATOR SHAFTS AND THEIR CORRESPONDING STRUCTURAL FRAMING SHALL BE COORDINATED BY THE CONTRACTOR WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ELEVATOR SUPPLIER AND FIRE PROTECTION DRAWINGS PRIOR TO FABRICATION AND INSTALLATION. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENINGS, LOCATIONS AND SIZES, PROVIDE SUPPLEMENTARY FRAMING AND REINFORCING OF COMPOSITE DECK AS REQUIRED PER GUIDELINES PROVIDED ON SHEET S2405. 8. VERIFY ALL DIMENSIONS, LOCATIONS AND ELEVATIONS PERTAINING TO ELEVATOR PITS, SHAFTS, GUIDE RAILS AND LIFT BEAM WITH ELEVATOR SUPPLIER'S DRAWINGS. ADDITIONAL STEEL FRAMING MEMBERS AND THEIR CONNECTIONS TO STRUCTURE SHALL BE DESIGNED AND FURNISHED BY THE ELEVATOR SUPPLIER FOR VERTICAL AND LATERAL FORCES ACTING AT THE GUIDE RAIL SUPPORT LOCATION. 9. COORDINATE SIZE AND LOCATIONS OF ALL FLOOR OPENINGS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 10. SEE THE WALL STUD SCHEDULE ON SHEET S2-501 FOR TYPICAL AND SPECIAL WALL FRAMING, DENOTED EW-1 AND CW-1. 11. FLOOR FRAMING MEMBERS SOUTH OF COLUMN LINE "E.,O" ARE 18" DEEP PRE-ENGINEERED PARALLEL CHORD PLATED FLOOR TRUSSES TO BE SPACED AT 24" ON CENTER(MAX+) UNLESS NOTED OTHERWISE. EXACT FLOOR TRUSSMOIST LAYOUT AND DIMENSIONS ARE THE RESPONSIBILITY OF THE TRUSS FABRICATOR AND FRAMING SUBCONTRACTOR. TRUSS/JOIST LAYOUT SHALL BE COORDINATED WITH THE MECHANICAL, ELECTRICAL AND PLUMBING SUBCONTRACTORS PRIOR TO SUBMISSION OF TRUSS SHOP DRAWINGS, FABRICATION AND INSTALLATION TO ENSURE THE PROPOSED LAYOUT PROVIDES NECESSARY CLEARANCES FOR THE MECHANICAL, ELECTRICAL AND PLUMBING TRADE ELEMENTS, FIXTURES, DUCTING AND PIPING. EXACT FRAMING LAYOUT SHALL BE COORDINATED WITH ALL OTHER TRADE SUBCONTRACTORS PRIOR TO INSTALLATION OR ITEMS INCLUDING BUT NOT LIMITED TO: ELECTRIC PANELS, ELECTRIC FIXTURES (INCLUDING CAN LIGHTS), FIRE EXTINGUISHER CABINETS, MEDICINE CABINETS, CONTROL JOINTS, DOOR FRAMING AND HVAC DUCTS/SOFFITS. IF THE LAYOUT IS CHANGED SUCH THAT THE LOADING ON HEADERSBEAMS IS INCREASED, THE FRAMING SUBCONTRACTOR SHALL SUBMIT A REVISED SCHEDULE OF THOSE HEADERS/BEAMS STAMPED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. 12. FLOOR TRUSS DESIGN LOADS AND CONSTRUCTION REQUIREMENTS ARE PROVIDED IN GENERAL NOTES ON SHEET S2-001. 13. HEADERS SHOWN ON FLOOR PLAN ARE FOR OPENINGS BELOW THE FLOOR AND SUPPORT THE FLOOR FRAMING SHOWN ON PLAN. 14. SEE ARCHITECTURAL DRAWINGS FOR ALL OPENING LOCATIONS AND SIZES. TRUSS SUPPLIER SHALL PROVIDE SUPPLEMENTARY FRAMING, HEADER AND INCREASED CAPACITY REQUIREMENTS OF ADJACENT MEMBERS AS NECESSARY TO SUPPORT INTERRUPTED FRAMING. S-2, TED ON PLANS ARE TO BE SHEAR WALLS: SEE APPROPRIATE SHEAR WALL ELEVATIONS ON S2-WO SERIES SHEETS AND RELEASED FOR CONSTRUCTION .n WAND BOC, SECT DETAILS Subject to compliance with all regulations IF WINDOW OPENINGS ARE SMALLER THAN THE WINDOW OPENINGS ON THE FLOOR BELOW, DIRECTLY BELOW THE OPENING, THEN HEADER SIZE, LENGTH, AND of State and local Codes JATION ARE TO MATCH FLOOR HEADERS BELOW. City of Carmel STEEL K-SERIES JOISTS TO BEAR ON TOP OF SUPPORTING WIDE FLANGE FRAMING MEMBERS. LOWER TISTEEL OF SUPPORTING FRAMING MEMBERS AS ;LiKl J,. C) OUIRED FOR JOIST BEARING. DATE: 10/31/19 2ND FLOOR FLOOR FRAMING PLAN NOTES (CONTINUED): 18. 7 DENOTES SPAN DIRECTION OF METAL FLOOR DECK. 19. / DENOTES MOMENT CONNECTION. 20. ' DENOTES JACK STUDS. ,III I �Ir��tl �1 IwaRINR�9Nrr q N... .�L ij p HEADER LEGEND: SEE SHEET S2s01 FOR HEADER SCHEDULE HL3-9.5/2.3 L# OF KING STUDS ADJACENT TO JACK STUDS # OF JACK STUDS UNDER EACH END OF HEADER HEADER SIZE- SEE HEADER SCHEDULE FOR ACTUAL SIZE NOTE: ALL JACK AND KING STUDS TO BE 2X6 SPRUCE PINE FIR NO 1INO 2 P1 INDICATES 6X6 DFL NO 1 AS JACK STUD B BLDG" 2 NORTH KEY PLAN WOOLPE PT RRCNITECMRE ENGI N EERI NGj GE05 PAIR AL 7635 Interactive Way Suite 100 G Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 F E D Elm W E CRom _0 ^W` W E U � J•� J y-+ � E rVn V c K o � O � c m tv O � N € o � NV Q) W C U c O LO 'v c o c NE � U M LLI N c U Q Issuances: REV cescRI"" DAM 0 Issued For Building 2 Review 10105118 1 ASI#4 12/21/18 2 Issued For Building Permit 05/01/19 Prom. No.: 074904 Date: 05/01/19 A Sheet Name: BLDG. 2-SECOND FLOOR FRAMING PLAN - AREA B S2=102B