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HomeMy WebLinkAbout137 Run Pond Rd plan007M NUT AND PLATE WASHER ALL THREAD ROD PRE —INSTALLED HDQ8 HOLDOWN COUPLER NUT WITNESS HOLES VISIBLE FOR INSP. BEA ING PLATE W/ \SD S /WSx2 1/2" 4 5/8 DIAMETER STRONG —WALL POST .4 A° ANCHOR BOLT (STUD SHOE NOT SHOWN FOR CLARITY) SIMPSON WALL HOLD-DOWN TYPICAL DETAIL N.T.S. NAILING: I 3" O.C. A 12" O.C. NOTES: 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. ADO NOT SHIM SILLS, JOISTS, SHORT STUDS, TRIMMERS, HEADERS, LINTELS, OR OTHER FRAMING COi jIPONENTS. 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 PRE `[--RVATIVE TO A MINIMUM DISTANCE OF SIX INCHES FROM THE ENDS. PERFORM ALL TREATMENT INSTRICT 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. INS TALL 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 IIN THE FOLLOWING SPECIFIC LOCATIONS: (1) IN ALL STUD WALLS AT CEILING AND FLOOR LEVELS; (2) 1!,, ALL STUD WALLS, INCLUDING FURRED SPACES, SO THAT THE MAXIMUM DIMENSION OF EACH SIMPSON COLUMN BASE (TYPICAL) CONCEALED SPACE IS NOT MORE THAN EIGHT FEET; (3) A'_.L OTHER LOCATIONS WHERE OPENINGS COULD AFFORD PASSAGE FOR RODENTS OR FLAMES. FINISHED INSTALL WOOD CROSS BRIDGING OF NOT LESS THAN TWO INCHES BY THREE INCHES NOMINAL, GRADE 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. 012" SONOTUBE ON ALL FRAMING MEMBERS TO RECEIVE A FINISHED WALL OR CEILING, ALIGN THE FINISH FOUNDATION SUBSURFACE TO VARY NOT MORE THAN 1/8" FROM THE PLANE OF SURFACES OF ADJACENT MIN 3500 psi CONCRETE 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 DOUBLE FLOOR JOIST WITH CON_IINUOUS BLOCKING. oDnvinc Q1011 Ap r ixixi�r T ON I lL/ u U/ vvI - Y 1ILL VI 1_IVll- T YP I CA L SHEAR WA L '� CONSTRUCTION DETAIL Fr BEAMS (SEE FRAMING PLAN) —SIMPSON COLUMN CA,P TYPE CC (TYP I CAL) —4"x4" PRESSURE_ TREATED COLUMN I 00 12" z � I TRIMS. TYPICAL DECK FOUNDATION DETAIL SINGLE -STORY SSW ON CONCRETE GARAGE HEADER 2 ROUGH OPENING HEIGHT ;--- SSw ,SSW'ALTERNATE MODEL H ROUGH OPENING No. CURB HEIGHT SSW12x7 SSW15x7 5Y2' T - 1Y2" SSW18x7 SSW21x7 6" 7' - 2" SSW24x7 SSW12x8 SSW15x8 5Y2' 8' - 23/4' SSW18x8 SSW21x8 6" 8' - 3Y4' SSW24x8 1. THE HEIGHT OF THE GARAGE CURB ABOVE THE GARAGE SLAB IS CRITICAL FOR THE ROUGH HEADER OPENING A GARAGE RETURN WALLS. 2. SHIMS ARE NOT PROVIDED WITH STEEL STRONG -WALL. 3. FURRING ON UNDERSIDE OF GARAGE HEADER MAY BE NECESSARY FOR LESSER ROUGH OPENING HEIGHTS. REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. SCALE: NTS SHEAR TRANSFER DESIGN & DETAILS BY OTHERS T 3Y$' MIN WIDTH HEADER BY OTHERS.FOR MULTI -PLY HEADER REQUIREMENTS 11 SEE SSW 0 0 c o 0 0 a SEE SHEET SSW4 FOR GARAGE PORTAL SYSTEM WHEN SSWP-KT IS SPECIFIED ° POST & POST 0 4 BASE DETAIL SSW BY OTHERS v� v ' � II U m U 4 v v 4 GARAGE WALL OPTION 1 GARAGE WALL OPTION 2 FOR GARAGE WALL OPTION ii NOTE: 7-FT. HIGH STEEL STRONG -WALL MODELS REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: — ARE 80", 2" TALLER THAN 7-FT. HIGH WOOD 1. SHEAR TRANSFER STRONG -WALL SHEARWALLS 2. OUT OF PLANE LOADING EFFECT 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. STRUCTURAL PLYWOOD -ATHING ON DE OF WALL, RED )RIZONTAL GES OF YWOOD TACHED TO OCKING - OR 2x6 ID WALL 6"x6" 6%6" 6"x6" 6"x6" 6"x6" 6%6" PT COLUMN PT COLUMN PT COLUMN PT COLUMN PT COLUMN PT COLUMN DN DN DN DN DN� DN WL 2— "x1 " P F 2-2"x12" PT 2 2%12" PT 2-2"x12" PT 2 27'x12" PT 2"X8" @ 16" O.C. PT DECK JOISTS I I I I 2 x10 PT LEDGER 6"x6" PT COLUMN _ 2"x10" PT LEDGER----] L— _ 2"x10" PT LEDGER — DN 3 2" 12" PT F _ 5 ,I,x5 ,,I 4 4 PSL COLUMN -- 2"X8" © 16" O.C. PT DECK JOISTS' UP 61'x6" PT COLUMN DN 2- "x 1 F T i COLUMN BASE DETAIL SCALE: NTS UNEXCAVATED. n 4" CONC. SLAB WITH 6 MIL 0- 0 POLY VAPOR BARRIER OVER of 6" COMPACTED GRADED � GRAVEL. USE 6x6-10/10 i WELDED WIRE FABRIC FOR SLAB REINFORCING. CAULK JOINTS WITH SEALANT. 5 4„x7„ PSL COLUMN UP 3 2"x5 4" PSL COLUMN UP UNEXCAVATED. 4" CONC, SLAB WITH 6 MIL POLY VAPOR BARRIER OVER 6" COMPACTED GRADED GRAVEL. USE 6x6-10/10 WELDED WIRE FABRIC FOR SLAB REINFORCING, CAULK JOINTS WITH SEALANT. 32x54 j -PSL COLUMN — POST UP L— UP 5 a„x5 4„ — w PSL COLUMN I m UP — 511"x51 PSL COLUMN U -- ----- -- -- -- — — — -- 5 1 %5 4„ 3 2"x3 "'xi 5 4„x5 4„ PSI- COLUMN— GALVANIZED PSL COLUMN UP HSS COLUMN UP UP & DN 5 "' 5 " PSL COLUMN UP 6 MIL POLY VAPOR BARRIER WIREMESH R-10 RIGID INSULATIO 4' — 0" #4 © 12" E,W 1­' CON COMPACTED GRANULAR FILL -. DRIVE �— ;3—#4 CONT. 6" TYPICAL G A'E OP EINILTG FO UND A TI G .,�' DETAIL SCALE: 11,'TS oD F 3-2 'x 12 LLJ I JI m cn �o 0--) 3-1 "x 12" N P I I 5 i"SI '0x5 i" 4 4 D 2"x10" PT LEDGER 2"X8" © 16" O.C. PT DECK JOISTS 2-2"x10" PT 2-2"x10" T 4"x4" 4"x4" PT POST DN PT POST DN 5 ,,,x5 " I 5 a„x7„ PSL COLUMN PSL COLUMN UP� UP � I i 5 "'x5 4„ PSL COLUMN UP UNEXCAVATED. 4" CONC. SLAB WITH 6 MIL POLY VAPOR BARRIER OVER 6" COMPACTED GRADED GRAVEL. USE 6x6-10/10 WELDED WIRE FABRIC FOR SLAB REINFORCING. CAULK JOINTS WITH SEALANT, 5 1"x5 PSL COLUMN 5 1%5 11' UP 5 N"x5 4° 4 4 PSL COLUMN —PSL COLUP�iN UP 5 ,,,x5 ,,, PSL COLUMN UP UNEXCAVATED, 4" CONC, SLAB WITH 6 MIL POLY VAPOR BARRIER OVER 6" COMPACTED GRADED GRAVEL. USE 6x6-10/10 WELDED WIRE FABRIC FOR 5 4"x5 4" SLAB REINFORCING. -PSL COLUMN CAULK JOINTS WITH UP SEALANT. 5 7"x5 �" 3""4 2x5 L" 3 1%5 1" PSL COLUMN PSL COLUMN PSL COLUMN UP�UP UP � FIRST FLOOR FRAMING PLAN 5 1°x5 1" PSL COLUMN UP 4"x4" PT POST DN NOTE: ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED OR PROTECTED FROM DECAY 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&Assac„ 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, TYPICAL DETAILS 137 RUN POND ROAD, SOUTH YARMO UTLI, MASSACHUSETTS 10' AL 8c Assoc., Inc. 21 HIGHLAND AVENUE NEEDHAM, MASSACHUSETTS 02494 TELEPHONE: (781) 449-8200 FAX: (781) 449-8205 SCALE: 1 /4"=1 '—O" APPROVED: R.A.V. DESIGNED BY: I.M. DRAWING No. DATE: 01/05/2023 DRAWN BY: E.F. S — 2 CHECKED BY: R.A.V.