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1 I 2 I 3 I
<br /> 4 I 5
<br /> KUUt- Ill
<br /> AsL
<br /> EXISTING ROOFING TO REMAIN C
<br /> ROOF R-38 INSULATION - MAINTAIN 1" AIR 6 e s l c r
<br /> SPACE EXTEND WIND BAFFLE 12" -_-
<br /> EXISTING ROOFING TO REMAIN VERTICALLY ABOVE INSULATION
<br /> R-38 INSULATION - MAINTAIN 1" AIR 1/2" GYP.
<br /> , E
<br /> GYP. WALL BOARD 4. I m.adwon.sarvlc."�pmail.mm ,
<br /> D SPACE EXTEND WIND BAFFLE 12" n ' drafling I odn"uflina
<br /> VERTICALLY ABOVE INSULATION NOTE: NO VENTS ALLOWED IN EAVES EXTERIOR WALL
<br /> 1/2" GYP. WALL BOARD THAT PROJECT INTO THE BUILDING SETBACK
<br /> SIDING PER ELEVATIONS CONSULTANT:
<br /> NOTE: NO VENTS ALLOWED IN EAVES _ _ MOISTURE BARRIER - TYVEK OR EQ
<br /> EXTERIOR WALL THAT PROJECT INTO THE BUILDING SETBACK y I 1/2" APA RATED SHEATHING PATCH
<br /> & REPLACE AS REQUIRED NAIL PER
<br /> SIDING PER ELEVATIONS SHEAR WALL SCHED.
<br /> - ': EXIST. (2) 2x PLATES - LAP SPLICES
<br /> MOISTURE BARRIER - TYVEK OR EQlV
<br /> 1/2" APA RATED SHEATHING PATCH - 48" MIN.
<br /> & REPLACE AS REQUIRED NAIL PER : 4x8 DF #2 HEADER (UNO) WINDOWS
<br /> SHEAR WALL SCHED. ;: PER 2015 IRC - SEAL & INSULATE
<br /> EXIST. (2) 2x PLATES - LAP SPLICES _0- ��-�„---����-.`,--,N EXST. 2x STUDS W/ CONT. CAULK.
<br /> 48" MIN. 1= -� 1
<br /> - '" R-21 INSULATION, 1/2" GWB.
<br /> ► FIRE BLOCKING @
<br /> 4x8 DF #2 HEADER (UNO) WINDOWS FIRE BLOCKING @ 1
<br /> PER 2015 IRC - SEAL & INSULATE { 10'-0" o.c. HORZ. & 10'-0" o.c. VERT. &
<br /> EXST. 2x STUDS W/ CONT. CAULK. VERT. PER 2015 I.R.C. HORZ. PER 2015 I.R.C. D
<br /> R-21 INSULATION, 1/2" GWB. .
<br /> FOUNDATION 2x6 FURR WALL W FOUNDATION REGISTRATION STAMPS:
<br /> EXISTING BELOW GRADE R-21 INSUL., 1/2" rr EXISTING BELOW GRADE
<br /> FOUNDATION WALL TO AIR GAP, ALL STUDS _1 T FOUNDATION WALL TO
<br /> REMAIN UNCHANGED IN CONTACT w REMAIN UNCHANGEDce
<br /> -
<br /> w/CONC. TO BE P.T. w
<br /> r�' '� a
<br /> - /z I 2x6 FURR WALL W/ -z
<br /> c
<br /> ,.-..r _ �o R-21 INSUL., 1/2" o �,�,�,�,,�,,� �E
<br /> /5 `%\`%\`%T`%/\� Z_ AIR GAP, ALL STUDS //\��//�\//�\�/�\% PROJECT IDENTIFICATION:
<br /> g IN CONTACT
<br /> i/\�\//\i/\ , �/ ,,,\:,„ 2322 CEDAR STREET
<br /> v, ,,, w/GONG. TO BE P.T.
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<br /> _ FIELD VERIFY
<br /> R-10 RIGID INSUL. UNDER SLAB 2'
<br /> WIDE HORIZ. OR VERT. IF NO UNDER
<br /> SLAB INSUL. RETRO FIT EXTERIOR OF
<br /> FND WALL w/ R-10 RIGID INSUL.
<br /> BELOW GRADE FOR THERMAL BREAK
<br /> This droaing a
<br /> 1.Copyright 2018 MAS Design Studio.
<br /> WALL EC ION BELOW GgA� 4 ".-- `'"') ' slnstrumentoO btain0onal8ervcs.
<br /> WALL SECTION @EGRESS WINDOW 9.Fauseonforanyje cruse rrepoductiofswntten
<br /> R `
<br /> C � permission for any use or r�roductan.
<br /> B "' „ „ 1/2" = 1' - 0" 1 ISSUED:
<br /> 1/2 = 1 0 MARK DATE I DESCRIPTION
<br /> 1- HR. BEARING WALL: U.L. DESIGN NO U344 A 1 1/2"-2" GRASPABLE - I OWNER APPROVAL
<br /> HANDRAIL SHALL BE LOCATED I PERMIT APPLICATION B
<br /> I „T .---..,. `
<br /> 1.)WOOD STUDS: 5.) GYPSUM BOARD ON AT LEAST ONE SIDE OF
<br /> STAIRWAY, MOUNTED 1 - ( BIDDING
<br /> -2x @<24"o.c.,LATERALLY BRACE 518"EXTERIOR GRADE TYPE G{W.B.or EOL.
<br /> BETWEEN 34 -38 ABOVE THE I CONSTRUCTION
<br /> -FIRE BLOCK IF>10' -4 FT.WIDE APPPLIED HORIZ.ORiRT. ATTACHED TREAD NOSING AND RETURN i
<br /> -
<br /> -(2)2x TOP PLATES TO STUDS OR BLOCKING(4)7"o.c.to ENDS TO WALL OR - I -
<br /> I -(1)2x BOTTOM PLATE -6d CEMENT COATED NAILS,1-7/8 LONG,0.0915" Recess into TERMINATE IN A NEWEL POST
<br /> SHANK DIAM. floor w/solid
<br /> 2.) GYPSUM BOARD AND 1/4"DIAM.HEADS.WHEN U D IS WIDTH OTHER o blocking
<br /> -5/8"TYPE'x'G.W.B.
<br /> — CD WOOD STUDS -4 FT.WIDE APPPLIED HORIZ.OR VERT. ATTACHED THAN 48", WALLBOARD TO BE INS LLED M MAINTAIN 6'-8" - I -
<br /> HORIZONTALLY.JOINTS EXPOSE OR COVERED HEADROOM MIN.
<br /> 0 G.W.B. TO STUDS THROUGH PLYWOOD SHEATHING wl WITH TAPE AND COMPOUND. / U nderlayment GALV. MTL. @ LANDINGS & ` PROJECT NUMBER: +a.o2 i -
<br /> -8d CEMENT COATED NAILS 2-3/8"LONG,0.113" FROM NOSE OF
<br /> SHANK DIAM. 6. WOOD STRUCTURAL PA EL SHEATHING / HANGER @ APPROVED BY:
<br /> -9/32"DIAM.HEAD NAILS SPACED 7"o.c.ALONG15/32" " -c STRUCTURE TREADS
<br /> - THICK,4 0 WIDE APA RAT SHEATHING ) PROJECT DIRECTOR:
<br /> PROJECT ARCHITECT;
<br /> ©SHEATHING r STUDS AND AT PERIMETER OF PANELS.WHEN USED -EXPOSURE 1,PLYWOOD OR OR NTED STRAND I H
<br /> I
<br /> a"�' DBL JST. 1 CHECKED BY:
<br /> l I , IN WIDTH OTHER THAN 48",WALLBOARD IS TO BE BOARD(OSB) PER PSI,PS3 OR STANDARD \ / �� MIN 2x8 \ JOB CAPTAIN:
<br /> ©G.W.B.
<br /> `
<br /> INSTALLED HORIZONTALLY.JOINTS EXPOSED OR PRP_108, \ / 10" I DRAWN BY: I MAs
<br /> ��,� COVERED WITH TAPE AND COMPOUND. -INSTALL w/LONG DIMENSION OF HEETS � — � � /MIN� �- DRAWING TITLE:
<br /> II : 3.) JOINTS AND NAIL HEADS (STRENGTH AXIS)OR FACE GRAIN PLYWOOD 2x Joist v..,...-7.
<br /> -WALL BOARD JOINTS COVERED wl TAP AND JOINT PARALLEL WITH STUDS / ea)S CJE 7 3/4" (2) 2x12 STRINGER
<br /> I ► COMPOUND, -VERTICAL JOINTS CENTERED ON TUDS& MAX. 2" TREAD TYP. ITY OF EV`= ETT
<br /> A ®INSULATION -NAIL HEADS COVERED w/JOINT COMPOUND. STAGGERED ONE STUD SPACE OM WALLBOARD I 1 R E EVV E D F O R P R q A
<br /> lJOINTS. --+ / NOTES: WALL SECTIONS
<br /> 4.) BATTS AND BLANKETS* -HORIZONTAL JOINTS BACKED Wl 4 WOOD
<br /> -51/2"THICK,FOIL FACED GLASS FIBER BATTS. \ �� / 1. ALL EXTERIOR MEMBERS TO BE P.T. 1 SUPPLIED IN ROLLS MAX 23"WIDE.DENSITY TO BLOCKING ATTACHED TO STUDS N EXTERIOR SIDE MATERIAL
<br /> OF WALL wl 6D CEMENT COATED N,. LS OR —
<br /> BE NOM.0.70 PCF.PLACED IN STUD CAVITY AND APPROVED 6"o.c.AT PERIMETERtF,PANELS AND 12" 2. ALL RISE AND RUN DIMENSIONS DRAWING NUMBER:
<br /> SECURED TO STUDS WITH 5/8"LONG STEEL O.C.ALONG INTERIOR STUDS. SHALL BE THE SAME FOR EACH STEP. 2
<br /> STAPLES SPACEDNOM.12"o.c. 3. GLUE AND SCREW ALL TREADS TO 1
<br /> co 1-HR EXTERIOR WALL DETAIL - U.L. DESIGN NO. U344AI 1/2 WALL END STUDS STAIR DETAILS STRINGER. (IF REQ'D) A4. 1
<br /> 1/2" = 1' - 0"
<br /> Mr 1/2" = 1r-0" ®
<br /> ,,..... ._....\....(\..._.....,........N..........-.........N......÷....... ..... .....„,..... ..........,................N..... ..._...\,... .... .....")
<br /> 1 , 2 I
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