HomeMy WebLinkAboutS000.31900 E. Golf Road, Suite 300Schaumburg, Illinois 60173Midwest Zone Office...........................
PLAN NAME
SHEET
PRODUCTION MANAGER
DATE / DESCRIPTION
NPC PLAN NUMBERLAWSON PLAN ID
GARAGE HANDING
REV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
INITIAL RELEASE DATE:CURRENT RELEASE DATE:
(c) Copyright PulteGroup - 2019
Rick Starkey06-21-2019
----
--------------
--
--
06-21-2019
PLOTTED: June 20, 2019 / Eric Rutledge / MWZ - 2019_ARCHITECTURAL DETAILS - ENGINEERED.DWG
AD
4.5Miscellaneous Architectural DetailsExterior DetailsNOT
U
S
E
D
P
EM
O
AI
JN
L
STRUCTURAL STEEL PER PLAN
4041 INSULATED VINYL WINDOW
COVER SHALL SUPPORT A MINIMUM 250 POUND WEIGHT LOAD AND BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EXCESSIVE FORCE
STEEL SAFETY GRATE
FINISHED GRADE LINE APPROX. 3" BELOW WELL SLOPE GRADE AWAY FROM WELL
52x36-60" WINDOW WELL - TYPICAL\POTHER SIZE REQUIRED FOR TALLER BASEMENT
4'-0 ESCAPE LADDER (WHEN EXIT HEIGHT EXCEEDS 44")\PTO BE PERMANENTLY AFFIXED TO THE WINDOW WELL
GRAVEL BASE
BUILDING LINE
WELL DRAIN SYSTEM\A1;3'-7"
\A1;4'-0"\A1;45-3/8" CLEAR OPNG
\A1;1'-0"
\A1;3'-0"\A1;PROJECTIOIN
CAST-IN-PLACE BUCK SYSTEM
WHEN GROUNDWATER IS PRESENT: \PPROVIDE DRAIN TILE ON THE INSIDE OF THE FND PLACED ON 2" MIN. GRAVEL OR CRUSHED STONE w/ 6" MIN. COVER PER 405.1.2.2 - FND TO BE WATERPROOFED PER R406.2 - WALLS SHALL BE DAMPROOFED w/ A BITUMINOUS MATERIAL PER R4-6.1
\pxql;WALL MOUNTING: IMPORTANT - \PMAINTAIN A 58-1/4" ON CENTER DIMENSION BETWEEN THE KEYHOLES ON EACH FLANGE TO ENSURE PROPER FIT OF THE OPTIONAL WELL COVER. ANCHOR MODULE TO WALL USING 3/8" DIAMETER MASONRY FASTENERS WITH WASHERS (NOT SUPPLIED WITH WINDOW WELL). FASTENERS MUST BE DESIGNED FOR THE WALL MATERIAL TO WHICH ATTACHMENT WILL OCCUR AND BE AT LEAST 1-3/4" IN LENGTH. USE A MINIMUM OF (3) FASTENERS PER MOUNTING FLANGE (6 PER MODULE) FOR PROPER INSTALLATION.
52x36-60 WINDOW WELL (GRATE AND COVER NOT SHOWN FOR CLARITY)
4'-0 ESCAPE LADDER
\A1;3'-0" WELL PROJECTION
\A1;52" WELL WIDTH\A1;4'-0"
\A1;1'-9{\H0.75x;\S3#4;}"
NET WIDTH OF PATH = 21 3/4" (20" MIN. REQUIRED FOR EGRESS) NET HEIGHT = 45 3/8"
FOUNDATION WALL
4041 CAST-IN-PLACE BUCK AND DOUBLE INSULATED VINYL WINDOW
SCALE: 3/4" = 1'-0"
ESCAPE WINDOW WELL
MISC\WINDOW WELL-1.dwg
A
%%USECTION ASECTION A
STRUCTURAL STEEL PER PLAN
4041 INSULATED VINYL WINDOW
STEEL SAFETY GRATE
FINISHED GRADE LINE APPROX. 3" BELOW WELL SLOPE GRADE AWAY FROM WELL
52x36-60" WINDOW WELL - TYPICAL\POTHER SIZE REQUIRED FOR TALLER BASEMENT
WELL DRAIN SYSTEM\A1;3'-7"
\A1;4'-0"\A1;45-3/8" CLEAR OPNG
\A1;3'-0"\A1;PROJECTIOIN
2x6 BUCK, \PPER SPEC
COVER SHALL SUPPORT A MINIMUM 250 POUND WEIGHT LOAD AND BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EXCESSIVE FORCE
4'-0 ESCAPE LADDER (WHEN EXIT HEIGHT EXCEEDS 44")\PTO BE PERMANENTLY AFFIXED TO THE WINDOW WELL
GRAVEL BASE
BUILDING LINE
2x6 BUCK, \PPER SPEC
WHEN GROUNDWATER IS PRESENT: \PPROVIDE DRAIN TILE ON THE INSIDE OF THE FND PLACED ON 2" MIN. GRAVEL OR CRUSHED STONE w/ 6" MIN. COVER PER 405.1.2.2 - FND TO BE WATERPROOFED PER R406.2 - WALLS SHALL BE DAMPROOFED w/ A BITUMINOUS MATERIAL PER R4-6.1
\pxql;WALL MOUNTING: IMPORTANT - \PMAINTAIN A 58-1/4" ON CENTER DIMENSION BETWEEN THE KEYHOLES ON EACH FLANGE TO ENSURE PROPER FIT OF THE OPTIONAL WELL COVER. ANCHOR MODULE TO WALL USING 3/8" DIAMETER MASONRY FASTENERS WITH WASHERS (NOT SUPPLIED WITH WINDOW WELL). FASTENERS MUST BE DESIGNED FOR THE WALL MATERIAL TO WHICH ATTACHMENT WILL OCCUR AND BE AT LEAST 1-3/4" IN LENGTH. USE A MINIMUM OF (3) FASTENERS PER MOUNTING FLANGE (6 PER MODULE) FOR PROPER INSTALLATION.
\A1;3'-0" WELL PROJECTION
\A1;5'-0" WELL WIDTH\A1;4'-1" ROUGH OPENING
\A1;1'-9{\H0.75x;\S3#4;}"
2x6 BUCK, PER SPEC\A1;4'-4"
MIN. 1" OF CONCRETE ON EACH SIDE TO SECURE TO
NET WIDTH OF PATH = 21 3/4" (20" MIN. REQUIRED FOR EGRESS) NET HEIGHT = 45 3/8"
FOUNDATION WALL
4041 CAST-IN-PLACE BUCK AND DOUBLE INSULATED VINYL WINDOW
52x36-60 WINDOW WELL (GRATE AND COVER NOT SHOWN FOR CLARITY)
4'-0 ESCAPE LADDER
BRICK LEDGE DROPS INSIDE OF WELL TO COVER THE WINDOW FLANGE AFTER INSTALL
SCALE: 3/4" = 1'-0"
ALT. ESCAPE WINDOW WELL
MISC\WINDOW WELL-1_ALT.dwg
A
%%USECTION ASECTION A
\A1;6"\A1;10{\H0.750000x;\S1#4;}"
\A1;8"
EXTEND COURSES NO MORE THAN 1" TO SIDE OF HDR COURSE BELOW
SINGLE SOLDIER COURSE OUT 1/2" OR AS CELL STRUCTURE WILL ALLOW
STACKED HEADER COURSE OUT 1/2" OR AS CELL STRUCTURE WILL ALLOW
KEYSTONE PROJECT 3/4" PAST SOLDIER COURSE
36" WIDE WINDOW DEPICTED - DETAIL OVER OTHER OPENINGS FOLLOWS SAME CONCEPT
EXTEND COURSES NO MORE THAN 1/2" TO SIDE OF HDR COURSE BELOW
SINGLE SOLDIER COURSE OUT 1/2" OR AS CELL STRUCTURE WILL ALLOW
STACKED HEADER COURSE OUT 1/2" OR AS CELL STRUCTURE WILL ALLOW
SCALE: 1/2" = 1'-0"
BRICK CAPITAL
EXTERIOR\BRICK-CAPITAL.dwg
SCALE: 1/2" = 1'-0"
BRICK ARCH
EXTERIOR\BRICK-ARCH.dwg
KEYSTONE PROJECT 3/4" PAST ARCH
36" WIDE WINDOW DEPICTED - DETAIL OVER OTHER OPENINGS FOLLOWS SAME CONCEPT
\A1;PER ELEVATION
\A1;6"\A1;PER ELEVATION\A1;10{\H0.750000x;\S1#4;}"
\A1;8"
\A1;8"\A1;PER ELEVATION
\A1;6"
\A1;10{\H0.750000x;\S1#4;}"
PANEL OR WINDOW PER ELEVATION
ARCHED SOLDIER COURSE OUT 1/2" OR AS CELL STRUCTURE WILL ALLOW
KEYSTONE PROJECT 3/4" PAST ARCH
PANEL AND TRIM PER ELEVATION
SINGLE ARCHED SOLDIER COURSE OUT 1/2" OR AS CELL STRUCTURE WILL ALLOW
SCALE: 1/2" = 1'-0"
BRICK CAPITAL
EXTERIOR\BRICK-CAPITAL-2.dwg
\A1;PER ELEVATIONPANEL OR WINDOW PER ELEVATIONROWLOCK COURSE OUT 1" OR AS CELL STRUCTURE WILL ALLOWROWLOCK COURSE OUT 1" OR AS CELL STRUCTURE WILL ALLOWEXTEND COURSES NO MORE THAN 1" TO SIDE OF COURSE BELOW
SINGLE SOLDIER COURSE OUT 1/2" TO MATCH STACKED HEADER BELOW
STACKED HEADER COURSE OUT 1/2" OR AS CELL STRUCTURE WILL ALLOW
ARCHED SOLDIER COURSE FLUSH WITH FACE OF WALL
1x4" TRIM - RIPPED24" - 36" - 24" WIDE WINDOWS DEPICTED
STARTER STRIP EACH SIDE
SIDING PER SPEC BOTH SIDES'J' CHANNEL AROUND WEEPOMIT TREATED BOTTOM PLATE FOR 4" EVERY 42" - BLDG WRAP OVER FLASHING - TAPE ALL JOINTS
FASTEN TO SLAB PER STRUCTURAL DWGS
SCALE: 1 1/2" = 1'-0"
SCREEN PORCH - BOTTOM PLATE
EXTERIOR\SP-BOTTOM.dwg
1x8 RIPPED TO FITBLDG WRAP OVER SHEATHING PER SPEC
1x4 RIPPED TO FIT1x6 RIPPED TO FITSTRETCH SCREEN OVER OPENING FASTENED PER MFR AND COVER JOINTS W/ TRIM
SCREEN DOOR, JAMB AND STOP
1x3 PER SPEC- BOTH SIDES - TREATED
(1) 2x4 W/ SHEATHING EACH SIDE-TYP.
1x3 PER SPEC- BOTH SIDES - TREATED
(1) 2x4 W/ SHEATHING EACH SIDE-TYP.
1x6 RIPPED TO FIT1x6 RIPPED TO FIT1x4 PER SPEC- BOTH SIDES'J' AND UTILITY CHANNELSIDING PER SPEC BOTH SIDES
1x TRIM RIPPED TO FIT
SCREEN
SCREEN
{\LAT SILL}AT SILL
SCALE: 1 1/2" = 1'-0"
SCREEN PORCH - WINDOW / DOOR SILL & JAMB
EXTERIOR\SP-JAMB.dwg
\A1;3'-0" FROM TOP OF WALKING SURFACE
\A1;4' MAX
SEE WALL SECTIONS FOR INFORMATION NOT NOTED IN THIS DETAIL
1x3 OVER 5/4x8 FRIEZE
1x6 RIPPED TO FITBLDG WRAP OVER SHEATHING PER SPECDBL PLATE ON BEAMS PER STRUCTURAL DWGS
BLDG WRAP OVER SHEATHING PER SPEC1x3 OVER 1x10 FRIEZE
1x3 OVER SCREEN
SCALE: 1 1/2" = 1'-0"
SCREEN PORCH - EAVE DETAIL
EXTERIOR\SP-EAVE_E.dwg
06/16/21