HomeMy WebLinkAboutPLANS - 22-00141 - 521 Angela Dr - AdditionINDEX OF SHEETS
G-101
C-101
A-101
A-201
S-101
S-301
S-401
R-101
E-101
COVER SHEET
SITE
FLOOR PLANS
ELEVATIONS
FOUNDATION & FLOOR FRAMI...
MAIN WALL FRAMING
ROOF FRAMING & SECTION
DETAILS
MEP MARKUP PLAN
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR
AREA
956.60
956.60 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
1,020.00
1,020.00 sq ft
LOCATION: REXBURG, ID
SNOW LOAD: #2-2 SNOWLOAD
WIND SPEED: #2-3 WINDSPEED
FROST DEPTH: #2-4 FROST DEPTH
SEISMIC: #2-5 SEISMEIC
REGULATION: IRC 2018VERSLUYS ADDITIONVERSLUYS ADDITIONVERSLUYS ADDITIONVERSLUYS ADDITION
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G-101
PLN# 21-08-029
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11 2
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CCC
2
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34
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34
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30'30'30'30'
3
S-401
3
S-401
DEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTING
CMU WALLSCMU WALLSCMU WALLSCMU WALLS
ANGLED WALL, FOLLOWSANGLED WALL, FOLLOWSANGLED WALL, FOLLOWSANGLED WALL, FOLLOWS
PROFILE OF STAIRPROFILE OF STAIRPROFILE OF STAIRPROFILE OF STAIR CARRIAGE CARRIAGE CARRIAGE CARRIAGE
EXISTING HOME,EXISTING HOME,EXISTING HOME,EXISTING HOME,
NONONONOT T T T SHOWNSHOWNSHOWNSHOWN IN IN IN IN
DETAILDETAILDETAILDETAIL
2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE
29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"
WORKSHOPWORKSHOPWORKSHOPWORKSHOP
29'-0" x 9'-6"29'-0" x 9'-6"29'-0" x 9'-6"29'-0" x 9'-6"
UP
UP
DO
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FB BBB
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3
S-401
3
S-401
30'30'30'30'
34
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34
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34
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34
'
DEMOLISH DEMOLISH DEMOLISH DEMOLISH OPENINGOPENINGOPENINGOPENING
IN EXISTING WALLIN EXISTING WALLIN EXISTING WALLIN EXISTING WALL
EXISTING LIVINGEXISTING LIVINGEXISTING LIVINGEXISTING LIVING
ROOMROOMROOMROOM
EXISTINGEXISTINGEXISTINGEXISTING
DININGDININGDININGDINING ROOM ROOM ROOM ROOM
EXISTING EXISTING EXISTING EXISTING DECKDECKDECKDECK
LOFTLOFTLOFTLOFT
29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"
SUN ROOMSUN ROOMSUN ROOMSUN ROOM
29'-0" x 9'-8"29'-0" x 9'-8"29'-0" x 9'-8"29'-0" x 9'-8"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
QTY
5
4
3
2
2
1
SIZE
W
4'
3'
3'
4'
4'
8'
HT
3'
6'
3'
4'
6'
6'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
QTY
2
4
1
LOCATION
Exterior
Exterior
Interior
FIRE RATING DOOR
W
8'
3'
2'
HT
8'
7'
5'
NOTES
GARAGE DOOR
ACCESS HATCH
1 MAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 SECOND FLOORSECOND FLOORSECOND FLOORSECOND FLOOR
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
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A-101
PLN# 21-08-029
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DDDD
1111
DDDD
1111 2222
EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,
NOT SHOWN INNOT SHOWN INNOT SHOWN INNOT SHOWN IN
DETAILDETAILDETAILDETAIL
EEEE
EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,
NOT SHOWN INNOT SHOWN INNOT SHOWN INNOT SHOWN IN
DETAILDETAILDETAILDETAIL
25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT
BBBB BBBB FFFF BBBB BBBB
CCCCCCCCCCCC
2222
EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,EXISTING HOUSE,
NOT SHOWN INNOT SHOWN INNOT SHOWN INNOT SHOWN IN
DETAILDETAILDETAILDETAIL
EEEE
AAAA
AAAA
AAAA
AAAA
AAAA
1 FRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 RIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 REAR ELEVATIONREAR ELEVATIONREAR ELEVATIONREAR ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 LEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
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A-201
PLN# 21-08-029
10
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30'30'30'30'
34
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34
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34
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7'7'7'7'11'11'11'11'9'9'9'9'3'3'3'3'
30'30'30'30'
27'27'27'27'3'3'3'3'
10
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15
'
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1
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15
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1
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15
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15
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1
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3'
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4'
4'4'4'
2'2'2'2'
8'
-
3
"
8'
-
3
"
8'
-
3
"
8'
-
3
"
12'-6"12'-6"12'-6"12'-6"4'-44'-44'-44'-4 3/4"3/4"3/4"3/4"4'-44'-44'-44'-4 1/2"1/2"1/2"1/2"5'-55'-55'-55'-5 1/2"1/2"1/2"1/2"3'-33'-33'-33'-3 1/4"1/4"1/4"1/4"
EXISTING FOUNDATIONEXISTING FOUNDATIONEXISTING FOUNDATIONEXISTING FOUNDATION
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
F?F?F?F?
F?F?F?F?
F?F?F?F?
F?F?F?F?
F?F?F?F?
F?F?F?F?
F?F?F?F?
F?F?F?F?
F?F?F?F?
3
S-401
3
S-401
3
S-401
3
S-401
STEEL BEAM STEEL BEAM STEEL BEAM STEEL BEAM BELOWBELOWBELOWBELOW
FRAMING (EXPOSED TOFRAMING (EXPOSED TOFRAMING (EXPOSED TOFRAMING (EXPOSED TO
GARAGE) GARAGE) GARAGE) GARAGE) PER ENGINEERPER ENGINEERPER ENGINEERPER ENGINEER
LVL LVL LVL LVL BEAM PER ENGINEERBEAM PER ENGINEERBEAM PER ENGINEERBEAM PER ENGINEER HANGERHANGERHANGERHANGER
LVL LVL LVL LVL BEAM PER ENGINEERBEAM PER ENGINEERBEAM PER ENGINEERBEAM PER ENGINEER
LVL LVL LVL LVL BEAM PER ENGINEERBEAM PER ENGINEERBEAM PER ENGINEERBEAM PER ENGINEER
FLOOR JOISTS SIZE AND TYPE PER ENGINEERFLOOR JOISTS SIZE AND TYPE PER ENGINEERFLOOR JOISTS SIZE AND TYPE PER ENGINEERFLOOR JOISTS SIZE AND TYPE PER ENGINEER
PROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING IS
REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSB
w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)
BLOCK OUT
FOR STAIRS
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F?
F?
WIDTHWIDTHWIDTHWIDTH
16"
24"
DEPTHDEPTHDEPTHDEPTH
8"
10"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
CONTINUOUS FOOTING
24” X 24” X 10” SPREAD FOOTER
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(2) #4 BAR CONT.
(3) #4 BOTH WAYS
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID ####TYPETYPETYPETYPE
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW1
THICKTHICKTHICKTHICK
8"
HEIGHTHEIGHTHEIGHTHEIGHT
4'
VERT BARVERT BARVERT BARVERT BAR
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
24" O.C.
HORIZ BARHORIZ BARHORIZ BARHORIZ BAR
#4
HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING
24" O.C.
BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"
(1)
J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE
5/8" W/7" EMBED
J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING
48" O.C.
5 FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
6 SECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
7 FRAMINGFRAMINGFRAMINGFRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
8 FOUNDATIONFOUNDATIONFOUNDATIONFOUNDATION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR UNDISTURBED SOIL.
4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMS,
THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA.
5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2500 PSI USED IN DESIGN,
THEREFORE NO SPECIAL INSPECTIONS.
6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUT MAY BE GRADE 40 FOR #3 AND SMALLER BARS.
8. DAMP PROOFING PER 2012 IBC SECTION 403.2
9. CRAWL SPACE VENTALATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER.
10. 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE.
11. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3.5" (98 MM). A6-MIL (0.006 INCH; 0.15 MM)
POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX EA. DIR. OR CENTERED PER OWNER PREFERENCE.
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S-101
PLN# 21-08-029
10
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11 2
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34
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3
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DEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTING
CMU WALLSCMU WALLSCMU WALLSCMU WALLS
C?C?C?C?
C?C?C?C?
C?C?C?C?C?C?C?C?
C?C?C?C?
C?C?C?C?
ANGLED WALL, FOLLOWSANGLED WALL, FOLLOWSANGLED WALL, FOLLOWSANGLED WALL, FOLLOWS
PROFILE OF STAIRPROFILE OF STAIRPROFILE OF STAIRPROFILE OF STAIR CARRIAGE CARRIAGE CARRIAGE CARRIAGE
EXISTING HOME,EXISTING HOME,EXISTING HOME,EXISTING HOME,
NONONONOT T T T SHOWNSHOWNSHOWNSHOWN IN IN IN IN
DETAILDETAILDETAILDETAIL
2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE2-CAR GARAGE
29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"
WORKSHOPWORKSHOPWORKSHOPWORKSHOP
29'-0" x 9'-6"29'-0" x 9'-6"29'-0" x 9'-6"29'-0" x 9'-6"
12'12'12'12'6'6'6'6'12'12'12'12'
5'
-
9
"
5'
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"
5'
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"
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"
4'
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"
4'
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"
4'
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"
4'
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"
3'3'3'3'5'5'5'5'7'7'7'7'7'7'7'7'5'5'5'5'3'3'3'3'
4'
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3
"
4'
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4'
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4'
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12
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6'
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6'
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4'
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4'
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UP
UP
DO
W
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3
S-401
3
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30'30'30'30'
34
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10
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DEMOLISH DEMOLISH DEMOLISH DEMOLISH OPENINGOPENINGOPENINGOPENING
IN EXISTING WALLIN EXISTING WALLIN EXISTING WALLIN EXISTING WALL
EXISTING LIVINGEXISTING LIVINGEXISTING LIVINGEXISTING LIVING
ROOMROOMROOMROOM
EXISTINGEXISTINGEXISTINGEXISTING
DININGDININGDININGDINING ROOM ROOM ROOM ROOM
EXISTING EXISTING EXISTING EXISTING DECKDECKDECKDECK
LOFTLOFTLOFTLOFT
29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"29'-0" x 23'-0"
SUN ROOMSUN ROOMSUN ROOMSUN ROOM
29'-0" x 9'-8"29'-0" x 9'-8"29'-0" x 9'-8"29'-0" x 9'-8"
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H?
PLYPLYPLYPLY
NA
SIZESIZESIZESIZE
SIZING PER ENGINEER
NOTENOTENOTENOTE
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C?
MATERIALMATERIALMATERIALMATERIAL
(3) 2X6 SPF #2 OR BETTER
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
QTY
5
4
3
2
2
1
SIZE
W
4'
3'
3'
4'
4'
8'
HT
3'
6'
3'
4'
6'
6'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
QTY
2
4
1
LOCATION
Exterior
Exterior
Interior
FIRE RATING DOOR
W
8'
3'
2'
HT
8'
7'
5'
NOTES
GARAGE DOOR
ACCESS HATCH
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW2
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTESNOTESNOTESNOTES
3 MAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 SECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER FLOORS OR SOLID
BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEAL ED OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER.
10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A MINIMUM RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND HANDRAILS AT THE SAME.
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9'-1 1/8" TOP OF WALL9'-1 1/8" TOP OF WALL9'-1 1/8" TOP OF WALL9'-1 1/8" TOP OF WALL
10'-1 3/4" SECOND FLOOR10'-1 3/4" SECOND FLOOR10'-1 3/4" SECOND FLOOR10'-1 3/4" SECOND FLOOR
18'-2 7/8" TOP OF WALL18'-2 7/8" TOP OF WALL18'-2 7/8" TOP OF WALL18'-2 7/8" TOP OF WALL
25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT25'-7/16" ADDITION HEIGHT
9'
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BOTTOM PROFILE OFBOTTOM PROFILE OFBOTTOM PROFILE OFBOTTOM PROFILE OF
SLOPED WALL (BEHIND)SLOPED WALL (BEHIND)SLOPED WALL (BEHIND)SLOPED WALL (BEHIND)
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10"10"10"10" RUN RUN RUN RUN
7 5/16"7 5/16"7 5/16"7 5/16" RISE RISE RISE RISE
(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY
FINAL RISE AND RUN)FINAL RISE AND RUN)FINAL RISE AND RUN)FINAL RISE AND RUN)
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10"10"10"10" RUN RUN RUN RUN
7 1/8"7 1/8"7 1/8"7 1/8" RISE RISE RISE RISE
(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY(BUILDER TO FIELD VERIFY
FINAL RISE AND RUN)FINAL RISE AND RUN)FINAL RISE AND RUN)FINAL RISE AND RUN)
MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED
TRUSSES BYTRUSSES BYTRUSSES BYTRUSSES BY
MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER
LOFTLOFTLOFTLOFT
GARAGEGARAGEGARAGEGARAGESTAIRWELLSTAIRWELLSTAIRWELLSTAIRWELL
2 ROOF LAYOUTROOF LAYOUTROOF LAYOUTROOF LAYOUT
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 SECTIONSECTIONSECTIONSECTION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 ROOFROOFROOFROOF
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PER
MANUFACTURER.
2. SIMPSON H1 TIES @ EA. TRUSS.
3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES
PLY TO MATCH PLY OF GIRDER TRUSS.
4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
5. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
6. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES,
RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION.
7. #15 ROOFING FELT MINIMUM.
8. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
9. FASCIA/SOFFIT TO MATCH SIDING.
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