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HomeMy WebLinkAbout50 Park Ave plan 6NOTES: 5 i"x5 "" PSL COLUMN UP4& DN 0 Z J U 0 j og0 w Of T .0 ©n 00N� I N 0 U) SOLID BLOCKING OR X-BRIDGING AT MAX 8 FT BETWEEN ROWS OF BLOCKING/BRIDGING (TYP.) 2X8 @ 16" O.C. SPF-2 P.T. 5 4"x5 4" PSL — o--O 5 2r"x7" PSL — COLUMN UP 5 4"x5 4" PSL _ Q COLUMN UP & COLUMN UP =__(::) HSS 3 1 /2"x 3 1 /2" © w x 3/8" COLUMN DIN — —_--00 o 00 I � r _ -0 Q 3 �„x3 „ PSL I 06 -1 0 I w m COLUMN UP �� s 0 of ' m 5 "' 7" PSL U ---5 4"x5 4" PSL _ — COLUMN UP & 0 J 5 4"x5 4" PSL COLUMN UP HISS 3 1 /2"x 3 1 /2" �Q COLUMN UP _ _ —� x 3/8" COLUMN DN- © wry coo I 2_ 1 4„x9 4>, U) — VERSA LAM 2.0 3100 — 0 o I OR EQUAL 0 � `O 0 U -- 5 4.,x5 4" PSL = 0 COLUMN UP — L` 5 "'x5 4„ PSL I I Q COLUMN UP im 3 ""x3 " PSL COLUMN UP 3„ 1„ 2-1 4 x9 5 4"x5 4" PSL 4 VERSA LAM 2.0 3100 COLUMN uP—� OR EQUAL 6X6 P.T. COLUMN UP & DIN ' D 4 XD 4 rJL O —0 COLUMN UP--- J 04 r7 — 0 ' xND 000 c� w V i— -- _J 0 0 i I ���—� (0 Of m W i J ' _ LL_ LANDING JOISTS OR EQUAL FIRST FLOOR FRAMING PLAN 54"54" PSL COL MN UP T Q — w M 5 4"x5 4" PSL COLUMN UP 5 4"x5 4" PSL COLUMN UP 5 4"x5 4" PSL COLUMN UP 0 J is Q f Or ©w Of 0o 0 �U) Ln �__ 00 0­3 L0Of U 0 m0 J Li 5 4"x5 4" PSL COLUMN UP 3 2"x3 2" PSL COLUMN UP 6X6 P.T. COLUMN UP & DIN BASE AT WALL WOOD FINISH FLOORING PLYWOOD SUBFLOOR AT TREAD AND RISER SOFFIT FIRE BLOCKING TYPICAL STAIR DETAIL SCALE: NTS NOTE: COLUMNS OR BUILD—UP STUDS MUST BE INSTALLED UNDER EACH BEAM AND HEADER SUPPORT (TYP.) WHETHER IT IS SHOWN OR NOT ON THE PLANS. THESE COLUMNS MUST CARRY THE LOAD DOWN TO THE FOUNDATION OR BEAM BELOW. NOTE: CONTRACTOR TO VERIFY IN FIELD ALL DIMENSIONS & SITE CONDITIONS PRIOR TO PERFORMING WORK NOTE: THE EXACT LOCATIONS OF THE COLUMNS TO BE VERIFIED BY CONTRACTOR TYPE CC TYPE LCC TYPE CC/GLT TYPE CC/HW TYPICAL BEAM/COLUMN CONNECTION DETAILS SCALE: NTS CARPENTRY: ALL ROUGH CARPENTRY SHALL PRODUCE JOINTS TRUE, TIGHT, WITH ALL MEMBERS ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS AND WITH ALL PERTINENT CODES AND REGULATIONS. CAREFULLY SELECT ALL MEMBERS. SELECT INDIVIDUAL PIECES SO THAT KNOTS AND DEFECTS WILL NOT INTERFERE WITH PLACING BOLTS OR PROPER NAILING OR MAKING CONNECTIONS. LUMBER MAY BE REJECTED BY THE ENGINEER, WHETHER OR NOT IT HAS BEEN INSTALLED, FOR EXCESSIVE WARP, TWIST, BOW, CROOK, MILDEW, FUNGUS, OR MOLD, AS WELL AS FOR IMPROPER CUTTING AND FITTING. DO NOT SHIM SILLS, JOISTS, SHORT STUDS, TRIMMERS, HEADERS, LINTELS, OR OTHER FRAMING COMPONENTS. USE ONLY TREATED LUMBER FOR ALL WOOD BUCKS AND NAILING GROUNDS IN, OR IN CONTACT WITH CONCRETE. TREAT ALL WOOD LESS THAN TWO FEET ABOVE FINISHED GRADE BY SPRAYING WITH THE PRESERVATIVE TO A MINIMUM DISTANCE OF SIX INCHES FROM THE ENDS. PERFORM ALL TREATMENT IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. IN ADDITION TO ALL FRAMING OPERATIONS NORMAL TO FABRICATION AND ERECTION INDICATED ON THE DRAWINGS, INSTALL ALL BACKING REQUIRED FOR WORK OF OTHER TRADES. MAKE ALL BEARINGS FULL. FINISH ALL BEARING SURFACES ON WHICH STRUCTURAL MEMBERS ARE TO REST SO AS TO GIVE SURE AND EVEN SUPPORT. WHERE FRAMING MEMBERS SLOPE, CUT OR NOTCH THE ENDS AS REQUIRED TO GIVE UNIFORM BEARING SURFACE. INSTALL ALL BLOCKING REQUIRED TO SUPPORT ALL ITEMS OF FINISH AND TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND FLOOR AREAS. FIRE BLOCKS SHALL BE TWO INCHES IN THICKNESS (NOMINAL) BY THE FULL WIDTH OF THE OPENING BEING BLOCKED. FIRE —BLOCK IN THE FOLLOWING SPECIFIC LOCATIONS: (1) IN ALL STUD WALLS AT CEILING AND FLOOR LEVELS; (2) IN ALL STUD WALLS, INCLUDING FURRED SPACES, SO THAT THE MAXIMUM DIMENSION OF EACH CONCEALED SPACE IS NOT MORE THAN EIGHT FEET; (3) ALL OTHER LOCATIONS WHERE OPENINGS COULD AFFORD PASSAGE FOR RODENTS OR FLAMES. INSTALL WOOD CROSS BRIDGING OF NOT LESS THAN TWO INCHES BY THREE INCHES NOMINAL, METAL CROSS BRIDGING OF EQUAL STRENGTH, OR SOLID BLOCKING BETWEEN JOISTS WHERE THE SPAN EXCEEDS EIGHT FEET. INSTALL SOLID BLOCKING BETWEEN JOISTS AT ALL POINTS OF SUPPORT AND WHEREVER SHEATHING OR FLOORING IS DISCONTINUOUS. MAKE ALL STUDS SINGLE LENGTH, UNSPLICED, AND PLATFORM FRAMED. FRAME ALL CORNERS AND INTERSECTIONS WITH THREE OR MORE STUDS AND ALL REQUIRED BEARING FOR WALL FINISH. ON ALL FRAMING MEMBERS TO RECEIVE A FINISHED WALL OR CEILING, ALIGN THE FINISH SUBSURFACE TO VARY NOT MORE THAN 1/8" FROM THE PLANE OF SURFACES OF ADJACENT FRAMING AND FURRING MEMBERS. PLACE ALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND CONTINUOUSLY OVER AT LEAST TWO SUPPORTS. ALL DOORS AND WINDOWS MUST BE INSTALLED WITH ALL NECESSARY APPURTENANCES AND TRIMS. N OTES : ALL EXPOSED WOOD AND WOOD IN DIRECT CONTACT WITH CONCRETE MUST BE PRESSURE TREATED. THE PROPERTIES OF WOOD MUST BE AS DESIGNED OR BETTER SIMPSON CONNECTORS MUST BE USED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. CONTRACTOR MUST VERIFY ALL DIMENSIONS IN FIELD. IF ADJUSTMENTS ARE NECESSARY, CONTACT THE ENGINEER. DATE I REVISION All legal rights including, but not limited to, copyright and design patent rights, in the designs, arrangements and plans shown on this document are the property of RAV&Assoc., Inc. They may not be used or reused in whole or in part, except in connection with this project, without the prio written consent of RAV&Assoc., Inc. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on this project, and RAV&Assoc., Inc. must be notified of any variation from the dimensions and conditions shown by these drawings. FIRST FLOOR FRAMING PLAN 50 PARK AVENUE, WEST YARMO UTH, MASSACHUSETTS _I AV & Assoc., Inc. 21 HIGHLAND AVENUE NEEDHAM, MASSACHUSETTS 02494 TELEPHONE: (781) 449-8200 FAX: (781) 449-8205 SCALE: 1 /4"=R.A.V. 1 '-0" APPROVED: DESIGNED BY: I.M. DRAWING No. DRAWN BY: I.K. S-2 DATE: 07/21/2022 CHECKED BY: R.A.V.