HomeMy WebLinkAboutS000.2{\LOUTSIDE ELEVATION}{\LSECTION A-A THROUGH PIER}
{\LINSIDE ELEVATION}
\A1;SIMPSON STRAP SPEC BASED ON PONY WALL HEIGHT \P-MSTA49 STRAP w/ 24 {\H0.7x;\S1#2;}" END LENGTH FOR 2'-0" MAX HT.\Por MSTC66 STRAP w/ 33" END LENGTH FOR 5'-0" MAX HT.\P-STRAP CENTERED @ BOTTOM OF HEADER \P- LOCATE ON INSIDE FACE OF WALL.
IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN\PMIDDLE 24" OF WALL HEIGHT. PROVIDE 2x HORIZONTAL BLOCKING TO SUPPORT PANEL EDGES.
\A1;FASTEN SHEATHING TO HEADER WITH 2{\H0.7x;\S1#2;}"x0.131"\PNAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C.\PIN ALL FRAMING (STUDS & SILLS) - TYPICAL. (3" OC. NAILIING ONLY REQ'D WHERE INDICATED BY X's - USE STND. SHTG. NAILING ELSEWHERE)
1/2" DIA. ANCHOR BOLT W/ 7" MIN. EMBEDMENT & 2"x2"x3/16" PLATE WASHER, TYP.
SEE TYP. CORNER FRAMING DETAIL
\A1;FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 3{\H0.7x;\S1#4;}"x0.148" NAILS @ 3" O.C.
\A1;3"x11 {\H0.7x;\S1#4;}" MIN. HEADER (SEE PLAN)
\A1;3{\H0.7x;\S1#4;}"x0.148" NAILS IN (2) ROWS @ 3"O.C.
\A1;NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH {\H0.7x;\S1#2;\H1.429x;" PLYWOOD OR \H0.7x;\S7#16;\H1.429x;" OSB}
{\LPLAN VIEW OF CORNER DETAIL}
\pxqc;PORTAL\PFRAME\PWALL SEGMENT
\A1;3{\H0.7x;\S1#4;}"x0.148" NAIL AT \P12" O.C.
\A1;ANCHOR BOLTS PER CODE (2 MIN.)\PWITH 2"x2"x{\H0.7x;\S3#16;}" PLATE WASHERS.
\A1;10'-0" MAX.\PTO TOP OF HEADER
\A1;FINISHED WIDTH < 18'-0"\A1;MIN. PANEL WIDTH BASED ON \P6:1 HEIGHT-TO-WIDTH ASPECT RATIO \PFOR EXAMPLE: 16" MIN. FOR 8' HEIGHT
\A1;{\Farchquik.shx;EXTENT OF HEADER}
BLOCKING AS REQ'D FOR SHEATH'G SPLICE\A1;10'-0" MAX.\PTO TOP OF HEADER
\A1;FINISHED WIDTH < 18'-0"
SCALE: N.T.S.
GARAGE PORTAL FRAME BRACING ELEVATION
SHEATHING FILLER\PAS REQ'D
{\Farchquik.shx;A}
A
\A1;2{\H0.7x;\S1#2;}"x0.131" NAIL @ \P6" O.C. IN ALL\PPANEL EDGES\PNOT PART OF\PPORTAL FRAME
KING STUD
\A1;{\H0.7x;\S7#16;}" OSB OR {\H0.7x;\S1#2;}" PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA.
\A1;12' MAX. WALL HEIGHT
\A1;FASTEN HEADER TO KING \PSTUDS W/ (6) 3{\H0.7x;\S1#4;}"x0.148" NAILS
MIN. (2) JACK STUDS OR AS NOTED ON PLAN
\A1;{\Farchquik.shx;EXTENT OF HEADER}
\A1;12' MAX. WALL HEIGHT
\A1;3"x11 {\H0.7x;\S1#4;\H1.429x;" MIN. HEADER (SEE PLAN)}
MIN. (2) JACK STUDS OR AS NOTED ON PLAN
\pxql;LOCATE HEADER @ TOP OF OPENING
\A1;END LENGTH
BOTH SIDES OF GARAGE DOOR
{\Farchquik.shx;A}
\pxql;LOCATE HEADER @ TOP OF OPENING
JACK STUD
\A1;ALTERNATIVES TO {\H0.7x;\S1#2;}" DIA. ANCHOR BOLT:\P1) {\H0.7x;\S1#2;}" DIA. x 6" LONG SIMPSON TITEN HD\P2) {\H0.7x;\S1#2;}" DIA. THREADED ROD EPOXY SET w/4 {\H0.7x;\S1#2;}" EMBED. (MIN) UTILIZING HILTI HY200 EPOXY ANCHORING SYSTEM (OR EQUAL)
\A1;PONY WALL MAX. HT.:\P=2'-0" w/ SIMPSON MSTA49\P=5'-0" w/ SIMPSON MSTC66
\A1;END LENGTH
115 MPH WIND SPEED (ULT)
\A1;PONY WALL MAX. HT.:\P=2'-0" w/ SIMPSON MSTA49\P=5'-0" w/ SIMPSON MSTC66
\A1;SIMPSON STRAP SPEC BASED ON PONY WALL HEIGHT \P-MSTA49 STRAP w/ 24 {\H0.7x;\S1#2;}" END LENGTH FOR 2'-0" MAX HT.\Por MSTC66 STRAP w/ 33" END LENGTH FOR 5'-0" MAX HT.\P-STRAP CENTERED @ BOTTOM OF HEADER \P- LOCATE ON INSIDE FACE OF WALL.
\A1;WALL FRAMING SPECIFICATION:\P@2x4 WALL: USE HF #2 GRADE STUDS (OR BETTER)\P@2x6 WALL: USE SPF 'STUD' GRADE STUDS (OR BETTER)
GARAGE PORTAL FRAME BRACING ELEVATION
SCALE: N.T.S.B
SEE TYP. CORNER FRAMING DETAIL
\A1;3"x11 {\H0.7x;\S1#4;\H1.429x;" MIN. HEADER (SEE PLANS)}
\A1;10'-0" MAX.\PTO TOP OF HEADER \A1;FINISHED WIDTH < 18'-0"
\A1;10'-0" MAX.\PTO TOP OF HEADER
\A1;FINISHED WIDTH < 18'-0"
\A1;2{\H0.7x;\S1#2;}"x0.131" NAIL @ \P6" O.C. IN ALL\PPANEL EDGES\PNOT PART OF\PPORTAL FRAME
\A1;12' MAX. WALL HEIGHT
MIN. (2) JACK STUDS OR AS NOTED ON PLANS
\A1;{\Farchquik.shx;EXTENT OF HEADER}
\A1;12' MAX. WALL HEIGHT
\A1;3"x11 {\H0.7x;\S1#4;\H1.429x;" MIN. HEADER (SEE PLANS)}
MIN. (2) JACK STUDS OR AS NOTED ON PLANS
\pxql;BRACED WALL PANEL\POR SHEAR WALL \P(SEE PLAN)
{\LSECTION A-A THROUGH PIER}
\pxql;BRACED WALL PANEL\POR SHEAR WALL \P(SEE PLAN)
ONE SIDE OF GARAGE DOOR
{\LOUTSIDE ELEVATION}
{\LINSIDE ELEVATION}
\A1;NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH {\H0.7x;\S1#2;\H1.429x;" PLYWOOD OR \H0.7x;\S7#16;\H1.429x;" OSB}
{\Farchquik.shx;A}
{\Farchquik.shx;A}
IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN\PMIDDLE 24" OF WALL HEIGHT. PROVIDE 2x HORIZONTAL BLOCKING TO SUPPORT PANEL EDGES.
\A1;FASTEN HEADER TO KING\P STUDS W/ (6) 3{\H0.7x;\S1#4;}"x0.148" SINKERS\pxql;LOCATE HEADER @ TOP OF OPENING
\A1;ANCHOR BOLTS PER CODE (2 MIN.)\PWITH 2"x2"x{\H0.7x;\S3#16;}" PLATE WASHERS.
\A1;MIN. PANEL WIDTH BASED ON \P6:1 HEIGHT-TO-WIDTH ASPECT RATIO \PFOR EXAMPLE: 16" MIN. FOR 8' HEIGHT
\A1;3{\H0.7x;\S1#4;}"x0.148" SINKER NAILS IN (2) ROWS @ 3"O.C.
SHEATHING FILLER\PAS REQ'D
\A1;{\H0.7x;\S7#16;}" OSB OR {\H0.7x;\S1#2;}" PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA.
1/2" DIA. ANCHOR BOLT W/ 7" MIN. EMBEDMENT & 2"x2"x3/16" PLATE WASHER, TYP.
SEE TYP. CORNER FRAMING DETAIL
\A1;FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 3{\H0.7x;\S1#2;}"x0.148" NAILS @ 3" O.C.
BLOCKING AS REQ'D FOR SHEATH'G SPLICEKING STUD
\pxql;LOCATE HEADER @ TOP OF OPENING
JACK STUD
{\LPLAN VIEW OF CORNER DETAIL}
\pxqc;PORTAL\PFRAME\PWALL SEGMENT
\A1;3{\H0.7x;\S1#4;}"x0.148" NAIL AT \P12" O.C.
\A1;{\Farchquik.shx;EXTENT OF HEADER}
\A1;ALTERNATIVES TO {\H0.7x;\S1#2;}" DIA. ANCHOR BOLT:\P1) {\H0.7x;\S1#2;}" DIA. x 12" LONG SIMPSON TITEN HD\P2) {\H0.7x;\S1#2;}" DIA. THREADED ROD EPOXY SET w/4 {\H0.7x;\S1#2;}" EMBED. (MIN) UTILIZING HILTI HY200 EPOXY ANCHORING SYSTEM (OR EQUAL)
\A1;FASTEN SHEATHING TO HEADER WITH 2{\H0.7x;\S1#2;}"x0.131"\PNAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C.\PIN ALL FRAMING (STUDS & SILLS) - TYPICAL. (3" OC. NAILIING ONLY REQ'D WHERE INDICATED BY X's - USE STND. SHTG. NAILING ELSEWHERE)
\A1;END LENGTH
\A1;PONY WALL MAX. HT.:\P=2'-0" w/ SIMPSON MSTA49\P=5'-0" w/ SIMPSON MSTC66
\A1;END LENGTH
\A1;PONY WALL MAX. HT.:\P=2'-0" w/ SIMPSON MSTA49\P=5'-0" w/ SIMPSON MSTC66
115 MPH WIND SPEED (ULT)
\A1;SIMPSON STRAP SPEC BASED ON PONY WALL HEIGHT \P-MSTA49 STRAP w/ 24 {\H0.7x;\S1#2;}" END LENGTH FOR 2'-0" MAX HT.\Por MSTC66 STRAP w/ 33" END LENGTH FOR 5'-0" MAX HT.\P-STRAP CENTERED @ BOTTOM OF HEADER \P- LOCATE ON INSIDE FACE OF WALL.
\A1;SIMPSON STRAP SPEC BASED ON PONY WALL HEIGHT \P-MSTA49 STRAP w/ 24 {\H0.7x;\S1#2;}" END LENGTH FOR 2'-0" MAX HT.\Por MSTC66 STRAP w/ 33" END LENGTH FOR 5'-0" MAX HT.\P-STRAP CENTERED @ BOTTOM OF HEADER \P- LOCATE ON INSIDE FACE OF WALL.
\A1;WALL FRAMING SPECIFICATION:\P@2x4 WALL: USE HF #2 GRADE STUDS (OR BETTER)\P@2x6 WALL: USE SPF 'STUD' GRADE STUDS (OR BETTER)
(c) Copyright 2019 PulteGroup, Inc.1900 Golf Road - Suite 300Schaumburg, Illinois 60173Midwest Zone Office11/14/2014----
Single Family
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Woodside
2312.300
5.103/23/2018BED6/BATH6 2x12 JOIST REV5.208/20/2018ADDED ELEV. (OH-KY)
PRODUCT MANAGERINITIAL RELEASEDATE:REV#DATE/DESCRIPTION
PROJECT TYPE
SHEET
PLAN NAME
SPECIFICATION LEVEL
NPC CHILD NUMBER
5.309/24/2018PLAINFIELD (IL)7.005/10/2019PCR UPDATE (MW)7.106/07/2019OPT ADDED (IL)7.208/09/2019ARCH REV (MW)7.312/14/2019OH-ADDED ELEV.
S-4.0...LATERAL DETAILS - IN02/12/20
William Hohlt