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HomeMy WebLinkAbout137 Run Pond Rd plan008PARTITIONS BEARING BETWEEN JOISTS .d I Ora- N LLJ O d < z0 6"x6" PT Cf) L_ w COLUMN z DN o�CK m �ry O� @ 0- w O < m ;< D x0 N w 2"X10" @ 16" O.C. SPF-2 OR EQUAL PORCH ROOF RAFTERS RUBBER MEMBRANE ON TOP 611x6" 6%6" 61,x61' 6%6" 6"x6" 611x6" PT COLUMN PT COLUMN PT COLUMN PT COLUMN PT COLUMN PT COLUMN DN DN DN DN DN DN 2-"x 1" P __.. __ 2- "x 1 P _. _ ___ ___ 2-2 'x 12" PT __ __ _ ..._ 2-2"x 12 PT _ _. __. 2 2 rn 12" PT FF L /,L LLVhLF\ DOUBLE JOIST SPACE TO ALLOW FOR PIPES NO PARTITION BELOW T m N 0 N • - - ------- 3-2%12" PT NOTES: 6"x6" PT COLUMN o DN X ALL EXPOSED WOOD AND WOOD IN DIRECT CONTACT WITH N CONCRETE MUST BE PRESSURE TREATED. 5 4„X7„ N PSL COLUMN THE PROPERTIES OF WOOD MUST BE AS DESIGNED OR UP & DN� BETTER. SIMPSON CONNECTORS MUST BE USED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. CONTRACTOR MUST VERIFY ALL DIMENSIONS IN FIELD. IF o ADJUSTMENTS ARE NECESSARY, CONTACT THE ENGINEER, X " N I 3 ' %5 ' 2 4 .PSL COLUMN _.... DN I II II � < cn ;I < cn Lil o !I Cif O i > Z X I �� N I' I X 1 D N 14" BCI 90s 2.0 @ 16" O.C. OR EQUAL FLOOR _JOISTS J J w cn 4" 18" VER A t01101M .0 EQ ALCO TINOU BM 5 1"x5 1 r „ 1, 3 --- -- 5 4,rx5 4 r - PSL COLUMN — -- --- ---- --- --- ---- -- 3 2 x3 2'x$ - — — ---- PSL COLUMN DN GALVANIZED DN HSS COLUMN DN 5 1"x5 PSL COLUMN — UP & DN 7A1 X IN I I { i I I I I I i i I 'I i I I I —POST SHEAR WALL { 3 2"x5 4 PSL COLUMN ! DNr 5 4„x5 1 PSL COLUMN —�—�-- - UP & DN — DN N 2"x10" LEDGER LAGGED TO THE WALL 3 2 x10" I �_z XIU 5 4 x5 4 j { PSL COLUMN I I -1 < <O O I I I , I 1h >o0;; I O I V, I X ( " o o I E 0 J i I O o O J O PSCOLUMN LL DN I1 2 1 4,,X l 1 71, _J < I VERSA LAM 2.0 ! < D LOAD —BEARING SHEAR WALL 3100OR EQUAL _ I O w II I1/11//ll0/l/lllllll/l//1lll/lllll�%�'rIIIl�I�TIITI/�l�/TlT Ill I ry 3 2„x5 4,r 3 Z„x5 4„ O O z 5"x7" PSL COLUMN PSL COLUMN ' < U it DN DNPSL U & DN 0 0 I m CD I Q II I oW N I I T O cn I! @J J r l � -_-_ ___ _____ .__- .. __. __._._--------------I - �, i i Ln 0 PSL COLUMN I I I O (n m N I I m < __J <� <C10E Ld E I I o ( — � LLJ�0, > O I I N E I x0 J N 5 , rrx5 4 4 PSL COLUMN I I ­DN I I PSL COLUMN I 101, 3 2 x 0 LOAD -BEARING SHEAR WALL I 5 x5 I I SL LU N U P & I� 0 14" BCI 5000s 1.8 @ 16" 0.{t: OR EQUA__ FL{ �_ PSL COLUMN I DN I -+ — 2-1 3"x14" VERSA LAM .0 ,' i — 3100 DR QU L PS4 COLJMN FLUSH WITH EOTTCiM CF JOISTr — — — — — — — -I 14" BCI 4500s 1.8 @ 16" O.C. 3-1 4"x 14" VERSA -AM OR EQUAL FLOOR JOISTS 2.0 3100 OR EQUAL l� gal I 3-2%10" 3-2"xl0" 3-2"x10" I i 0 0 © o a o ------ PS'_SCOLUMN PSL COLUMN COLUMN _._ _._--------------_.___------___ _ DN _, P & DN P & DN SECOND FLOOR AND PORCH ROOT- FRAMING PLAN FOR x N {I - 'ITS -I-I-I-I-I-I-I-I 3-1 4"x'14" VERSA LAM 2.0 3100 R EQUAL 3 2"x5 4„ --PSL COLUMN JP & DN 3 2"x5 4" PSL COLUMN UP & DN I - FINISH JOISTS UNDER PARTITIONS PARTITIONS PARALLEL TO JOISTS PLYWOOD SUBFLOOR FINISH JOIST I TOP PLATE FINISHSTUD FINISH NO PARTITION ABOVE NO PARTITION BELOW PARTITIONS PERPENDICULAR TO JOISTS NON BEARING INTERIOR PARTITIONS TYPICAL DETAILS BLOCKING AT 16" O.C. JOIST 2X4 BLOCKING AT 16" O.C., STUD NO PARTITION ABOVE I V AT 16" O.C. PARTITIONS PARALLEL TO JOISTS SOLE I STUD PLATE JOIST` 1X6 NAILER I 2-2X4 FINISH TOP PLA PARTITIONS PERPENDICULAR TO JOISTS BEARING INTERIOR PARTITIONS TYPICAL DETAILS N xG D 1X6 NAILER 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 pri 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. SECOND FLOOR FRAMING PLAN, TYPICAL DETAILS 137 RUN POND ROAD, SO UTH YARMO UTH, MASSACHUSETTS & Assoc., Inc. 21 HIGHLAND AVENUE NEEDHAM, MASSACHUSETTS 02494 TELEPHONE: (781) 449-8200 FAX: (781) 449-8205 SCALE: 1 /4"=1 ' -0" APPROVED: R.A.V. DESIGNED BY: I.M. DRAWING No. DATE: 01/05/2023 DRAWN BY: E.F. S—J CHECKED BY: R.A.V. IN