Transcript
Z:\Builder's Design Projects - Official Folder\Company
Templates\(11866) BTS Homes - 4232 N Williams (Builder adjustments
- OptEX.WEX.W EX.W EX.W EX.W EX.W EX.W EX.W EX.W EX.W EX.W
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EX.GASEX.GAS EX.GASEX.GAS EX.GASEX.GAS
O R N E R
1 6 ' - 7
O R N E R
1 6 ' - 9
2 ' - 6
O R C H P
ILLA R
O R C H P
IL LA R
1 2 ' - 5
19' - 9 1/2"
G A R A G E F R O N T (C
E N T E R )
1 8 ' - 2
APPROVED STREET TREE PLANTING LIST
Gum Drop® Tupelo
APPROVED STREET TREE PLANTING LIST
DUPLEX GARAGE/BASEMENT F.F.E. = 181'
1' - 0"
DOWNSPOUT LOCATION
THE AUTOMATED INSPECTION REQUEST (IVR) SYSTEM AT
503-823-7000 AND REQUEST INSPECTION #487 BES ONSITE
STORMWATER FACILITY EVAL –OR- CONTACT BES AT
503-823-7761 FOR ASSISTANCE.
PRIVATE STORM SEWER PIPING OUTSIDE OF STORM FACILITIES
-CONNECT TO SEWER SERVICE LATERAL BUILT UNDER PUBLIC WORKS
PERMIT JOB NO._________ SEWER CONNECTION PERMIT WILL NOT
BEISSUED UNTIL THE PUBLIC WORKS JOB IS COMPLETE AND ACCEPTED
BES5
A LK
A LK
TO PROPOSED PUBLIC MAIN SEWER EXTENSION
BES 2
Use IMPROVED LAND AS VACANT
Lot 16
Block 21
County Multnomah
Alt Account Number R010504550
Map Number 2630 OLD
Land Type COMMERCIAL LAND
(AFTER DEDICATION)
MIN. TREE COVERAGE (40%) 2,024.4 ft²
TREE COVERAGE PROVIDED- 2,500 ft²
QUANITY TREE KEY SIZE TREE NAME
1
2
1.5"
CAL.
"MEDIUM"
BUILDING COVERAGE - 2,247 ft²
LOT COVERAGE
BUILDING FOOTPRINT (INCLU. DECKS)- 2,222 ft²
BUILDING COVERAGE- 43.9%
CONC. DRIVEWAY- 325 ft²
TOTAL IMPERVIOUS AREA- 2,738 ft²
PBOT/TRANS. 1/2
PBOT/TRANS. 1/2
PBOT/TRANS. 1/2
PBOT/TRANS. 2
PBOT/TRANS. 1/2
4" PVC STM
NOTE: THERE ARE NO EXISTING TREES GREATER THAN 12" ON SITE.
Z3
A UTILITY PROTECTION PLAN
IS REQUIRED TO BE SUBMITTED TO ROY MARTINEZ FOR REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION. (503-823-4518, ROY.MARTINEZ@PORTLANDOREGON.GOV).
UTILITY NOTES
-SEPARATION BETWEEN SANITARY SEWER AND WATER LINE SHOULD BE 5' MIN. SKIN TO SKIN.
-SEPARATION BETWEEN UNDERGROUND ELECTRICAL SERVICE LINE AND WATER LINE SHOULD BE 4' MIN.
-SEPARATION BETWEEN MULTIPLE WATER SERVICES ON ONE TAX LOT SHOULD BE 3' MIN.
-SEPARATION BETWEEN WATER SERVICE AND PROPERTY LINES SHOULD BE 1.5' MIN.
-ALL OTHER UNDERGROUND UTILITIES NEED TO HAVE 3' MIN. SEPARATION FROM WATER LINE.
-WATER LINES ARE TO BE SHOWN IN THE PUBLIC RIGHT-OF-WAY, NOT ON PRIVATE PROPERTY.
V A R IE
REMOVE BURLAP & TWINE
STAKE
(ONE REQ'D EACH SIDE) EDGE OF A/C
1 2 "
FENCE TO ASSURE SOIL IS TRAPPED ANGLE BOTH ENDS OF FILTER FABRIC
AND ATTACH INTERLOCKED 2"x2" POSTS
SILT FENCE DETAIL
WIDE ROLLS MATERIAL 36" FILTER FABRIC
4. COMPACT ALL AREA OF FILTER
DOWNHILL SIDE OF SLOPE. 3. STITCHED LOOPS TO BE INSTALLED POSTS MIN. 48" HIGH 2. 2"x2" FIR, PINE OFR STEEL FENCE 6" BELOW FINISHED GRADE. 1.BURY BOTTOM OF FILTER FABRIC
FABRIC FENCE.
SIDE VIEW
MATERIAL FILTER FABRIC
1 % SLOPE Exhibit 2-36: Drywell
Once approval has been given by BES for onsite infiltration of stormwater, the following chart shall be used to select the number
IMPERVIOUS 28" Diameter 48" Diameter
Area (sq-ft) Drywell Depth Drywell Depth
5 1 1 2 5 1 1 2 1 00 200 300 400 500 600 700 800 900 1 00
1. Provide protection from all vehicle traffic, equipment proposed infiltration areas prior to, during and
2. Siting Criteria: Gravelly sand, gravelly loamy sand or material must occur in a continuous 5' deep stratum surface. Drywell shall not be placed where base of separation to
3. Sizing: Exhibit 2-36 is used to size the drywell(s)
4. Top of drywell must be below lowest
5. Setbacks: Drywell must be 1 0' from foundations, 5' from from
6. Piping must be cast iron, ABS or PVC. 3" pipe up to 1 500 sf, otherwise 4" minimum pipe. Uniform
7. Trapped Silt Basin: Optional for roof runoff or
1 2" THICK LAYER OF 3/4" - 2-1 /2" WASHED
DRAIN ROCK BETWEEN THE PIT LINING AND THE
EARTH WALL,
PIPE JOINT 1 0" MINIMUM ABOVE GROUND
1 '
2'
L A N
W IL
L IA
1/4" = 1'-0"0.SP
S
Date: 01/06/21
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Date: 01/06/21
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City Of Portland REVIEWED FOR CODE COMPLIANCE
Date: 01/06/21
12' - 0" 2' - 4" 5' - 8" 8' - 0" 12' - 0"
3 ' -
8 "
5 ' -
0 "
3 ' -
4 "
2 ' -
8 "
x 5 ' -
20' - 0" 20' - 0"
GARAGE AREA: 225 ft²
E G R E S S
T E M
T E M
8' -0" x 7' -0"
3 ' -
0 "
A IL
A IL
3' - 6"
3
8
2' - 2 1/4"
2' - 2 1/4"
INSTALLED. PROHIBITED
INSTALLED. PROHIBITED
COOKING RANGE.
LS1&2
LS1&2
NOTE: THIS IS NOT AN ADU NOTE: THIS IS NOT AN ADU
LS5 LS5
FINISHED EXTERIOR GRADE, THAT ARE 24" OR CLOSER TO
FLOOR LEVEL, ARE TO BE PROVIDED WITH WINDOW LIMITING
DEVICES COMPLYING WITH ASTM 2090-10
R RADON CONTROL
-SEE RADON CONTROL DETAILS
EGRESS WINDOW INFORMATION -EVERY SLEEPING ROOM BELOW THE 4TH STORY SHALL HAVE AT LEAST ONE EGRESS WINDOW
-CLEAR OPENABLE AREA OF WINDOW SHALL BE 5.7 SQUARE FEET MINIMUM, EXCEPT WHERE WINDOW WELL IS NOT MORE
THAN 44" BELOW THE GROUND LEVEL, THEN 5 SQUARE FEET OPENING WINDOW IS ALLOWED
-MINIMUM NET CLEAR OPENING HEIGHT DIMENSIONS SHALL BE 24".
-MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20".
-EGRESS WINDOW SHALL HAVE A FINISHED SILL HEIGHT NO MORE THAN 44" ABOVE FINISHED FLOOR.
-AN OPERABLE EXTERIOR DOOR OR PATIO DOOR ALSO SERVES AS AN EMERGENCY EGRESS AND RESCUE TO OUTSIDE.
-ANY WORK VALUED AT $1,000 OR MORE REQUIRES THAT SMOKE DETECTORS BE INSTALLED ON EACH LEVEL AND IN EACH BEDROOM.
-REPLACEMENT OF A MAJORITY OF THE WINDOWS AND DOORS REQUIRES THAT COMBUSTION AIR BE INSTALLED.
-NOTE: CONTRACTOR TO VERIFY WITH MANUFACTURER THAT REQUIRED EGRESS WINDOWS WILL MEET MINIMUM EGRESS STANDARDS
-NOTE: ALL WINDOWS WITH 24" OR LOWER SILL HEIGHT ARE TO BE PROVIDED WITH WINDOW FALL PREVENTION DEVICES IN COMPLIANCE WITH ASTM F 2090-10
5.7' S.F.
G
2 ' -
OR HONEYCOMB-CORE STEEL DOORS
SHALL BE CONSTRUCTED OF MIN. 26 GA. MATERIAL
• ALL WALLS OF GARAGE ARE TO BE FINISHED
WITH 1/2" GYPSUM BOARD
5/8" TYPE 'X' GYPSUM BOARD
Scale
E N
T F
L O
O R
W IL
L IA
1/2" = 1'-0"4
Date: 01/06/21
8” CONC. WALL
ON 15”x7” CONC. FTG.
W/ (2) #4 REBAR IN BTM.
1
8
4” CONC. SLAB ON
4” THICK ¾-COMP. FILL
4” CONC. SLAB ON
4” THICK ¾-COMP. FILL
4” CONC. SLAB ON
4” THICK ¾-COMP. FILL
U T
U T
18"x18"x9" CONC. FTG
4x4 P.T. POST W/
18"x18"x9" CONC. FTG
1 3 ' -
18"x18"x9" CONC. FTG
R-15 INSUL. R-15 INSUL.
1' - 6" 2' - 10" 31' - 4" 2' - 10" 1' - 6"
40' - 0"
1' - 7 1/4"
7' - 8 1/2" 10' - 8 1/4" 10' - 8 1/4" 7' - 8 1/2"
1' - 7 1/4"20' - 0" 20' - 0"
5' - 7" 2' - 8"2' - 8" 5' - 7"
10' - 5"
5 1/2"
DOOR CUT
8' - 3"
10 1/2"
10 1/2"
DOOR CUT
-SEAL ALL PENETRATIONS AND
CONNECTIONS TO FOUNDATION WALLS
CONCRETE FOUNDATION
-SIZE & REBAR PER PLAN
-MIN. 18" FROST DEPTH
SUPPORT 6X BEAMS AND 5 1/2" GLB'S WITH 4X6 POST, MINIMUM.
-SUPPORT 4X BEAMS AND 3 1/8" GLB'S WITH 4X4 POST, MINIMUM.
-ALL 2X AND 4X FRAMING SHALL BE DF-L NO. 2 MINIMUM.
-ALL 6X FRAMING SHALL BE DF-L NO.2 MINIMUM.
-EXTERIOR DOORS AND WINDOWS ARE TO BE PROVIDED WITH 4x12 HEADERS, U.N.O.
-ALL EXTERIOR HEADERS SHALL BE SUPPORTED WITH 2X6 STUD AND KING STUDS AS LISTED
IN TABLE 602.7.5, TYPICAL.
-INTERIOR NON-LOAD-BEARING HEADERS SHALL BE (2)2X6 U.N.O. SUPPORT WITH (2)2X4
STUDS, MAX SPAN=3'-0".
-EVERY ROOF TRUSS SHALL BE CONNECTED TO WALL TOP PLATES WITH SIMPSON H2.5A
UPLIFT CLIPS.
-SIMPSON TOP FLANGE HANGERS SHALL BE TYPE LB, BA(MIN), OR HU.
-FACE MOUNT HANGERS SHALL BE LUC OR HUC TYPE HANGERS.
- ALL METAL HARDWARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT-
DIPPED-GALVANIZED OR ZINC-COATED.
-6X BEAM TO 6X6 POST CONNECTOR SHALL BE SIMPSON ACE6(MIN).
-4X BEAM TO 4X POST CONNECTOR SHALL BE SIMPSON LCE4.
-EXTERIOR WALLS AT STAIRWELLS ARE TO BE BALLOON FRAMED FROM BOTTOM SOLE
PLATE TO DOUBLE TOP PLATE.
R602.7.5 SUPPORTS FOR HEADERS
-HEADERS SHALL BE SUPPORTED ON EACH END WITH ONE OR MORE JACK
STUDS OR WITH APPROVED FRAMING ANCHORS. THE FULL-HEIGHT STUD
ADJACENT TO EACH END OF THE HEADER SHALL BE END NAILED TO EACH
END OF THE HEADER WITH (4) 16d NAILS. THE MINIMUM NUMBER OF FULL
HEIGHT STUDS AT EACH END OF HEADER SHALL BE IN ACCORDANCE WITH
TABLE R602.7.5
TABLE R602.7.5.
STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS
HEADER SPAN (FEET)
W/ #4 REBAR @ TOP & BTM OF WALL
W/ 18"x10" CONC. FTG.
11
12
10
11
9
10
11
5
1 . 3" OR 4" PLUMBING TEE UNDER 6-MIL VAPOR BARRIER
2. 3" OR 4" PLUMBING TEE IN 4" 3/4-COMP. FILL
3. 3" OR 4" PERFORATED PIPE.
4. 3" OR 4" VENT PIPE UNDER CONCRETE SLAB. THIS VENT SHALL
BE EXTENDED AND TERMINATED 12" ABOVE THE ROOF OR
CONNECTED TO THE VENT PIPE FROM THE CRAWL SPACE
5. SEAL VENT TO VAPOR BARRIER BY TAPING OR OTHER MEANS
SUCH AS A HOSE CLAMP.
6. 6 MIL. POLYETHYLENE OR EQUIVALENT FLEXIBLE SHEETING
MATERIAL. THE JOINTS SHALL BE LAPPED 12" AND SEALED OR TAPED.
7. CONCRETE SLAB ON GRADE.
8. MEMBRANE SHALL BE SEALED AGAINST WALL WITH BEAD OF CAULK OR ADHESIVE.
9. SEAL THE PENETRATION.
10. 3" OR 4" PIPE VENT SHALL BE EXTENDED AND TERMINATED 12" ABOVE THE ROOF
11. ALL EXPOSED AND VISIBLE INTERIOR RADON VENT PIPES SHALL BE
IDENTIFIED WITH AT LEAST ONE LABEL AT EACH FLOOR AND IN
AN ACCESSIBLE ATTIC. THE LABEL SHALL READ "RADON DEDUCTION SYSTEM
12. PROVIDE AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX FOR
FUTURE INSTALLATION OF AN ACTIVE RADON MITIGATION SYSTEM AND
A SYSTEM FAILURE ALARM.
W/ 1/2" Ø x 10" A.B.'S @ 4' O.C.
W/ MINIMUM 7" EMBED.
W/ 0.229"x3"x3" PLATE WASHERS
W/ #4 BARS @ 48" O.C. VERT. (WITH HOOKS)
W/ 18"x8" CONCRETE FOOTINGS
4" CONC. SLAB ON
3/4-COMP. FILL
GENERAL NOTES
FLOOR SLAB:
-OPTIONAL 4”CONC. SLAB W/ #3 REBAR AT 24”OC EA. WAY.
-PROVIDE CONTROL JOINTS AT 20’OC MAX.
6 MIL. BLACK POLY
W IL
L IA
Date: 01/06/21
DECKING ON
3
8
2x8 DF#2 @ 16" O.C.
10' - 6"
C -6x8 P.T.
C -6x8 P.T.
C -6x8 P.T.
C -6x8 P.T.
J -4x12 DF#2 HDR. J -4x12 DF#2 HDR.
-SEE CS-PF DETAIL FOR
1147# POINT LOAD
FROM GIRDER I1
PROVIDE DTT1Z DECK CONNECTORS
1
9
STAIRWELL WALL
BEAM BY JOIST MANU. BEAM BY JOIST MANU.
BEAM BY JOIST MANU.BEAM BY JOIST MANU.
1
8
TJI JOISTS BY MANU.TJI JOISTS BY MANU.
TJI JOISTS BY MANU.TJI JOISTS BY MANU.
4 ' -
0 "
4 ' -
1 ' -
6 "
2653# POINT LOAD
FROM GIRDER E1
JOIST MANU.
STAIRWELL WALL
BEAM BY JOIST MANU.BEAM BY JOIST MANU.
SUPPORT 6X BEAMS AND 5 1/2" GLB'S WITH 4X6 POST, MINIMUM.
-SUPPORT 4X BEAMS AND 3 1/8" GLB'S WITH 4X4 POST, MINIMUM.
-ALL 2X AND 4X FRAMING SHALL BE DF-L NO. 2 MINIMUM.
-ALL 6X FRAMING SHALL BE DF-L NO.2 MINIMUM.
-EXTERIOR DOORS AND WINDOWS ARE TO BE PROVIDED WITH 4x12 HEADERS, U.N.O.
-ALL EXTERIOR HEADERS SHALL BE SUPPORTED WITH 2X6 STUD AND KING STUDS AS LISTED
IN TABLE 602.7.5, TYPICAL.
-INTERIOR NON-LOAD-BEARING HEADERS SHALL BE (2)2X6 U.N.O. SUPPORT WITH (2)2X4
STUDS, MAX SPAN=3'-0".
-EVERY ROOF TRUSS SHALL BE CONNECTED TO WALL TOP PLATES WITH SIMPSON H2.5A
UPLIFT CLIPS.
-SIMPSON TOP FLANGE HANGERS SHALL BE TYPE LB, BA(MIN), OR HU.
-FACE MOUNT HANGERS SHALL BE LUC OR HUC TYPE HANGERS.
- ALL METAL HARDWARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT-
DIPPED-GALVANIZED OR ZINC-COATED.
-6X BEAM TO 6X6 POST CONNECTOR SHALL BE SIMPSON ACE6(MIN).
-4X BEAM TO 4X POST CONNECTOR SHALL BE SIMPSON LCE4.
-EXTERIOR WALLS AT STAIRWELLS ARE TO BE BALLOON FRAMED FROM BOTTOM SOLE
PLATE TO DOUBLE TOP PLATE.
R602.7.5 SUPPORTS FOR HEADERS
-HEADERS SHALL BE SUPPORTED ON EACH END WITH ONE OR MORE JACK
STUDS OR WITH APPROVED FRAMING ANCHORS. THE FULL-HEIGHT STUD
ADJACENT TO EACH END OF THE HEADER SHALL BE END NAILED TO EACH
END OF THE HEADER WITH (4) 16d NAILS. THE MINIMUM NUMBER OF FULL
HEIGHT STUDS AT EACH END OF HEADER SHALL BE IN ACCORDANCE WITH
TABLE R602.7.5
TABLE R602.7.5.
STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS
HEADER SPAN (FEET)
W IL
L IA
1/4" = 1'-0" 6
1/4" = 1'-0" FRAMING LEGEND
Date: 01/06/21
1
DISTANCE TO SPLICE
NAILED W/ 8d@6" O.C.
(3) 16d @ 16" O.C. ALONG BRACED WALL PANEL
BLK'G @ JOINTS
-MIN. (2) PER SILL PLATE
W/ 1/2"x10" A.B.'S @ 6' OC. (MIN. 7" EMBED)
W/ 0.229"x3"x3" PLATE WASHER
BE SHEATHED ON EXTERIOR SIDE OF WALL,
INCLUDING AREAS ABOVE AND BELOW OPENINGS
AND ON GABLE END WALLS. BLOCK AND NAIL
ALL EXTERIOR WALLS PER CS-WSP DETAIL BELOW
EXTENT OF HEADER WITH DOUBLE PORTAL FRAME
(TWO BRACED WALL PANELS)
(ONE BRACED WALL PANEL)
FASTEN SHEATHING TO HEADER WITH 8D
COMMON OR GALVANIZED BOX NAILS IN 3"
GRID PATTERN AS SHOWN
OPPOSITE SIDE OF SHEATHING
TENSION STRAP PER TABLE
REQUIRED IN EACH
3" O.C. TYP. FASTEN
KING STUD TO HEADER
MIN. (2) 1/2" DIAMETER ANCHOR BOLTS
INSTALLED PER SECTION R403.1.6
PONY WALL
A LL
SHEATHING WITH 8D COMMON OR
GALVANIZED BOX NAILS AT 3" O.C. IN FRAMING
(STUDS, BLOCKING AND SILLS) TYP.
MIN. LENGTH OF PANEL PER TABLE R602.10.5
MIN. 3" x 11-1/4" NET HEADER. STEEL HEADER PROHIBITED
IF 1/2" SPACER IS USED, PLACE ON BACK-SIDE OF HEADER
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
OVER RAISED WOOD FLOOR -OVERLAP OPTION (When portal sheathing laps over band or rim joist)
WOOD STRUCTURAL
PANEL SHEATHING
CONTINUOUS OVER
PER TABLE R602.3(1)
OR (2) 16D COMMON NAILS @ 16”O.C.
ATTACH SHEATHING TO
AND BOTTOM
WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST
APPROVED BAND OR RIM JOIST
MIN.
OVERLAP
9-1/4"
W/ SSTB24 HOLDOWNS
PROVIDE MSTC28 STRAPS
STUD TO HEADER
OF 16d SINKER NAILS @ 3" O.C. TYP.
1000 lb. STRAP OPPOSITE SHEATHING
-SIMPSON LSTA21 STRAP
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
MIN. WIDTH = 16" FOR ONE STORY STRUCTUES
MIN. WIDTH = 24" FOR FIRST OF TWO STORY STRUCTURES
7/16" OSB OR 1/2" PLYWOOD SHEATHING
.
HDU4 HOLDOWNS W/ SSTB24 ANCHORS
MIN 1000 lb. TIE-DOWN DEVICE
MIN. DOUBLE 2x4 POST
FOR A PANEL SPLICE (IF NEEDED)
PANEL EDGES SHALL BE
BLOCKED AND OCCUR WITHIN
24" OF MID HEIGHT.
TO-FRAMING IS REQUIRED
IN EACH PANEL
1/4" = 1'-0"
MINIMUM FOOTING SIXE UNDER OPENING IS 12"x12". A TURNED-DOWN
SLAB SHALL BE PERMITTED AT DOOR OPENINGS. REINFORCING SHALL BE AS
SHOWN ABOVE.
FOOTING. REINFORCING SHALL BE LAPPED 15".
(2) 1/2" dia. ANCHOR BOLTS PER FIG.
R403.1.1, LOCATED BETWEEN 6 AND 12"
OF EACH END OF SEGMENT
8d COMMON OR GALV. BOX NAILS
@ 12" O.C. AT INTERIOR SUPPORTS
8d COMMON OR GALV. BOX NAILS
@ 6" O.C. AT PANEL EDGES FOR SINGLE STORY
AND 4" O.C. PANEL EDGES FOR 1ST OF 2 STORY.
FOR PANEL SPLICE (IF NEEDED) ADJOINING
PANEL EDGES SHALL MEET OVER AND BE
FASTENED TO COMMON FRAMING
W/ SSTB24 ANCHOR BOLT
W IL
L IA
4 2nd FLOOR SHEAR PLAN
1/4" = 1'-0"7
No. Date Issued by
1/8" = 1'-0"7
Date: 01/06/21
10-1
NOTE: NO PLUMBING OR MECHANICAL DUCTING IS ALLOWED INSIDE OF THE WALL CAVITY
NO OPENINGS ALLOWED
4' - 0"
FIREBLOCK AT CEILING
FIREBLOCK AT CEILING
8 ' -
0 "
9 ' -
0 "
8 ' -
0 "
M IN
GYPSUM BOARD ON GIRDER
ROOF SEATHING
GYPSUM BOARD ON GIRDER
ROOF SEATHING
MANU. TRUSS
BY OTHERS
MANU. TRUSS
BY OTHERS
CONTINUOUS RIM JOISTS W/
2x6 STUDS @
3RD FLOOR ONLY
2 LAYERS 5/8" TYPE "X" GYP. BD. 2 LAYERS 5/8" TYPE "X" GYP. BD.
LS4
LS4
MASTER
BEDROOM
MASTER
BEDROOM
8 ' -
0 "
9 ' -
0 "
8 ' -
0 "
TJI JOISTS BY MANU.TJI JOISTS BY MANU.
GRADE GRADE
GARAGE CEILING
2 LAYERS 5/8" TYPE "X"
GYPSUM BOARD ON GIRDER
ROOF SEATHING
GYPSUM BOARD ON GIRDER
ROOF SEATHING
MANU. TRUSS
BY OTHERS
MANU. TRUSS
BY OTHERS
5 Sim
2 LAYERS 5/8" TYPE "X" GYP. BD. 2 LAYERS 5/8" TYPE "X" GYP. BD.
LS4
LS4
JOISTS PER
SIMPSON ACE6 COLUMN CAP &
18"x18"x9" CONC. FTG BEYOND
GRADE
COMP SHINGLES ON
30# FELT ON
MANU. TRUSSES
JOISTS PER
SIMPSON ACE6 COLUMN CAP &
18"x18"x9" CONC. FTG BEYOND
BEAM BEYOND
PER PLAN
R-23 INSULATION
2x8 RIDGE BOARD
1 ' -
6 "
SD
2
Scale
W IL
L IA
Date: 01/06/21
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EX.GASEX.GAS EX.GASEX.GAS EX.GASEX.GAS
O R N E R
1 6 ' - 7
O R N E R
1 6 ' - 9
2 ' - 6
O R C H P
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O R C H P
IL LA R
1 2 ' - 5
19' - 9 1/2"
G A R A G E F R O N T (C
E N T E R )
1 8 ' - 2
APPROVED STREET TREE PLANTING LIST
Gum Drop® Tupelo
APPROVED STREET TREE PLANTING LIST
DUPLEX GARAGE/BASEMENT F.F.E. = 181'
1' - 0"
DOWNSPOUT LOCATION
THE AUTOMATED INSPECTION REQUEST (IVR) SYSTEM AT
503-823-7000 AND REQUEST INSPECTION #487 BES ONSITE
STORMWATER FACILITY EVAL –OR- CONTACT BES AT
503-823-7761 FOR ASSISTANCE.
PRIVATE STORM SEWER PIPING OUTSIDE OF STORM FACILITIES
-CONNECT TO SEWER SERVICE LATERAL BUILT UNDER PUBLIC WORKS
PERMIT JOB NO._________ SEWER CONNECTION PERMIT WILL NOT
BEISSUED UNTIL THE PUBLIC WORKS JOB IS COMPLETE AND ACCEPTED
BES5
A LK
A LK
TO PROPOSED PUBLIC MAIN SEWER EXTENSION
BES 2
Use IMPROVED LAND AS VACANT
Lot 16
Block 21
County Multnomah
Alt Account Number R010504550
Map Number 2630 OLD
Land Type COMMERCIAL LAND
(AFTER DEDICATION)
MIN. TREE COVERAGE (40%) 2,024.4 ft²
TREE COVERAGE PROVIDED- 2,500 ft²
QUANITY TREE KEY SIZE TREE NAME
1
2
1.5"
CAL.
"MEDIUM"
BUILDING COVERAGE - 2,247 ft²
LOT COVERAGE
BUILDING FOOTPRINT (INCLU. DECKS)- 2,222 ft²
BUILDING COVERAGE- 43.9%
CONC. DRIVEWAY- 325 ft²
TOTAL IMPERVIOUS AREA- 2,738 ft²
PBOT/TRANS. 1/2
PBOT/TRANS. 1/2
PBOT/TRANS. 1/2
PBOT/TRANS. 2
PBOT/TRANS. 1/2
4" PVC STM
NOTE: THERE ARE NO EXISTING TREES GREATER THAN 12" ON SITE.
Z3
A UTILITY PROTECTION PLAN
IS REQUIRED TO BE SUBMITTED TO ROY MARTINEZ FOR REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION. (503-823-4518, ROY.MARTINEZ@PORTLANDOREGON.GOV).
UTILITY NOTES
-SEPARATION BETWEEN SANITARY SEWER AND WATER LINE SHOULD BE 5' MIN. SKIN TO SKIN.
-SEPARATION BETWEEN UNDERGROUND ELECTRICAL SERVICE LINE AND WATER LINE SHOULD BE 4' MIN.
-SEPARATION BETWEEN MULTIPLE WATER SERVICES ON ONE TAX LOT SHOULD BE 3' MIN.
-SEPARATION BETWEEN WATER SERVICE AND PROPERTY LINES SHOULD BE 1.5' MIN.
-ALL OTHER UNDERGROUND UTILITIES NEED TO HAVE 3' MIN. SEPARATION FROM WATER LINE.
-WATER LINES ARE TO BE SHOWN IN THE PUBLIC RIGHT-OF-WAY, NOT ON PRIVATE PROPERTY.
V A R IE
REMOVE BURLAP & TWINE
STAKE
(ONE REQ'D EACH SIDE) EDGE OF A/C
1 2 "
FENCE TO ASSURE SOIL IS TRAPPED ANGLE BOTH ENDS OF FILTER FABRIC
AND ATTACH INTERLOCKED 2"x2" POSTS
SILT FENCE DETAIL
WIDE ROLLS MATERIAL 36" FILTER FABRIC
4. COMPACT ALL AREA OF FILTER
DOWNHILL SIDE OF SLOPE. 3. STITCHED LOOPS TO BE INSTALLED POSTS MIN. 48" HIGH 2. 2"x2" FIR, PINE OFR STEEL FENCE 6" BELOW FINISHED GRADE. 1.BURY BOTTOM OF FILTER FABRIC
FABRIC FENCE.
SIDE VIEW
MATERIAL FILTER FABRIC
1 % SLOPE Exhibit 2-36: Drywell
Once approval has been given by BES for onsite infiltration of stormwater, the following chart shall be used to select the number
IMPERVIOUS 28" Diameter 48" Diameter
Area (sq-ft) Drywell Depth Drywell Depth
5 1 1 2 5 1 1 2 1 00 200 300 400 500 600 700 800 900 1 00
1. Provide protection from all vehicle traffic, equipment proposed infiltration areas prior to, during and
2. Siting Criteria: Gravelly sand, gravelly loamy sand or material must occur in a continuous 5' deep stratum surface. Drywell shall not be placed where base of separation to
3. Sizing: Exhibit 2-36 is used to size the drywell(s)
4. Top of drywell must be below lowest
5. Setbacks: Drywell must be 1 0' from foundations, 5' from from
6. Piping must be cast iron, ABS or PVC. 3" pipe up to 1 500 sf, otherwise 4" minimum pipe. Uniform
7. Trapped Silt Basin: Optional for roof runoff or
1 2" THICK LAYER OF 3/4" - 2-1 /2" WASHED
DRAIN ROCK BETWEEN THE PIT LINING AND THE
EARTH WALL,
PIPE JOINT 1 0" MINIMUM ABOVE GROUND
1 '
2'
L A N
W IL
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1/4" = 1'-0"0.SP
S
Date: 01/06/21
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ΗΖΗ Et,Kh^>'E
City Of Portland REVIEWED FOR CODE COMPLIANCE
Date: 01/06/21
12' - 0" 2' - 4" 5' - 8" 8' - 0" 12' - 0"
3 ' -
8 "
5 ' -
0 "
3 ' -
4 "
2 ' -
8 "
x 5 ' -
20' - 0" 20' - 0"
GARAGE AREA: 225 ft²
E G R E S S
T E M
T E M
8' -0" x 7' -0"
3 ' -
0 "
A IL
A IL
3' - 6"
3
8
2' - 2 1/4"
2' - 2 1/4"
INSTALLED. PROHIBITED
INSTALLED. PROHIBITED
COOKING RANGE.
LS1&2
LS1&2
NOTE: THIS IS NOT AN ADU NOTE: THIS IS NOT AN ADU
LS5 LS5
FINISHED EXTERIOR GRADE, THAT ARE 24" OR CLOSER TO
FLOOR LEVEL, ARE TO BE PROVIDED WITH WINDOW LIMITING
DEVICES COMPLYING WITH ASTM 2090-10
R RADON CONTROL
-SEE RADON CONTROL DETAILS
EGRESS WINDOW INFORMATION -EVERY SLEEPING ROOM BELOW THE 4TH STORY SHALL HAVE AT LEAST ONE EGRESS WINDOW
-CLEAR OPENABLE AREA OF WINDOW SHALL BE 5.7 SQUARE FEET MINIMUM, EXCEPT WHERE WINDOW WELL IS NOT MORE
THAN 44" BELOW THE GROUND LEVEL, THEN 5 SQUARE FEET OPENING WINDOW IS ALLOWED
-MINIMUM NET CLEAR OPENING HEIGHT DIMENSIONS SHALL BE 24".
-MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20".
-EGRESS WINDOW SHALL HAVE A FINISHED SILL HEIGHT NO MORE THAN 44" ABOVE FINISHED FLOOR.
-AN OPERABLE EXTERIOR DOOR OR PATIO DOOR ALSO SERVES AS AN EMERGENCY EGRESS AND RESCUE TO OUTSIDE.
-ANY WORK VALUED AT $1,000 OR MORE REQUIRES THAT SMOKE DETECTORS BE INSTALLED ON EACH LEVEL AND IN EACH BEDROOM.
-REPLACEMENT OF A MAJORITY OF THE WINDOWS AND DOORS REQUIRES THAT COMBUSTION AIR BE INSTALLED.
-NOTE: CONTRACTOR TO VERIFY WITH MANUFACTURER THAT REQUIRED EGRESS WINDOWS WILL MEET MINIMUM EGRESS STANDARDS
-NOTE: ALL WINDOWS WITH 24" OR LOWER SILL HEIGHT ARE TO BE PROVIDED WITH WINDOW FALL PREVENTION DEVICES IN COMPLIANCE WITH ASTM F 2090-10
5.7' S.F.
G
2 ' -
OR HONEYCOMB-CORE STEEL DOORS
SHALL BE CONSTRUCTED OF MIN. 26 GA. MATERIAL
• ALL WALLS OF GARAGE ARE TO BE FINISHED
WITH 1/2" GYPSUM BOARD
5/8" TYPE 'X' GYPSUM BOARD
Scale
E N
T F
L O
O R
W IL
L IA
1/2" = 1'-0"4
Date: 01/06/21
8” CONC. WALL
ON 15”x7” CONC. FTG.
W/ (2) #4 REBAR IN BTM.
1
8
4” CONC. SLAB ON
4” THICK ¾-COMP. FILL
4” CONC. SLAB ON
4” THICK ¾-COMP. FILL
4” CONC. SLAB ON
4” THICK ¾-COMP. FILL
U T
U T
18"x18"x9" CONC. FTG
4x4 P.T. POST W/
18"x18"x9" CONC. FTG
1 3 ' -
18"x18"x9" CONC. FTG
R-15 INSUL. R-15 INSUL.
1' - 6" 2' - 10" 31' - 4" 2' - 10" 1' - 6"
40' - 0"
1' - 7 1/4"
7' - 8 1/2" 10' - 8 1/4" 10' - 8 1/4" 7' - 8 1/2"
1' - 7 1/4"20' - 0" 20' - 0"
5' - 7" 2' - 8"2' - 8" 5' - 7"
10' - 5"
5 1/2"
DOOR CUT
8' - 3"
10 1/2"
10 1/2"
DOOR CUT
-SEAL ALL PENETRATIONS AND
CONNECTIONS TO FOUNDATION WALLS
CONCRETE FOUNDATION
-SIZE & REBAR PER PLAN
-MIN. 18" FROST DEPTH
SUPPORT 6X BEAMS AND 5 1/2" GLB'S WITH 4X6 POST, MINIMUM.
-SUPPORT 4X BEAMS AND 3 1/8" GLB'S WITH 4X4 POST, MINIMUM.
-ALL 2X AND 4X FRAMING SHALL BE DF-L NO. 2 MINIMUM.
-ALL 6X FRAMING SHALL BE DF-L NO.2 MINIMUM.
-EXTERIOR DOORS AND WINDOWS ARE TO BE PROVIDED WITH 4x12 HEADERS, U.N.O.
-ALL EXTERIOR HEADERS SHALL BE SUPPORTED WITH 2X6 STUD AND KING STUDS AS LISTED
IN TABLE 602.7.5, TYPICAL.
-INTERIOR NON-LOAD-BEARING HEADERS SHALL BE (2)2X6 U.N.O. SUPPORT WITH (2)2X4
STUDS, MAX SPAN=3'-0".
-EVERY ROOF TRUSS SHALL BE CONNECTED TO WALL TOP PLATES WITH SIMPSON H2.5A
UPLIFT CLIPS.
-SIMPSON TOP FLANGE HANGERS SHALL BE TYPE LB, BA(MIN), OR HU.
-FACE MOUNT HANGERS SHALL BE LUC OR HUC TYPE HANGERS.
- ALL METAL HARDWARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT-
DIPPED-GALVANIZED OR ZINC-COATED.
-6X BEAM TO 6X6 POST CONNECTOR SHALL BE SIMPSON ACE6(MIN).
-4X BEAM TO 4X POST CONNECTOR SHALL BE SIMPSON LCE4.
-EXTERIOR WALLS AT STAIRWELLS ARE TO BE BALLOON FRAMED FROM BOTTOM SOLE
PLATE TO DOUBLE TOP PLATE.
R602.7.5 SUPPORTS FOR HEADERS
-HEADERS SHALL BE SUPPORTED ON EACH END WITH ONE OR MORE JACK
STUDS OR WITH APPROVED FRAMING ANCHORS. THE FULL-HEIGHT STUD
ADJACENT TO EACH END OF THE HEADER SHALL BE END NAILED TO EACH
END OF THE HEADER WITH (4) 16d NAILS. THE MINIMUM NUMBER OF FULL
HEIGHT STUDS AT EACH END OF HEADER SHALL BE IN ACCORDANCE WITH
TABLE R602.7.5
TABLE R602.7.5.
STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS
HEADER SPAN (FEET)
W/ #4 REBAR @ TOP & BTM OF WALL
W/ 18"x10" CONC. FTG.
11
12
10
11
9
10
11
5
1 . 3" OR 4" PLUMBING TEE UNDER 6-MIL VAPOR BARRIER
2. 3" OR 4" PLUMBING TEE IN 4" 3/4-COMP. FILL
3. 3" OR 4" PERFORATED PIPE.
4. 3" OR 4" VENT PIPE UNDER CONCRETE SLAB. THIS VENT SHALL
BE EXTENDED AND TERMINATED 12" ABOVE THE ROOF OR
CONNECTED TO THE VENT PIPE FROM THE CRAWL SPACE
5. SEAL VENT TO VAPOR BARRIER BY TAPING OR OTHER MEANS
SUCH AS A HOSE CLAMP.
6. 6 MIL. POLYETHYLENE OR EQUIVALENT FLEXIBLE SHEETING
MATERIAL. THE JOINTS SHALL BE LAPPED 12" AND SEALED OR TAPED.
7. CONCRETE SLAB ON GRADE.
8. MEMBRANE SHALL BE SEALED AGAINST WALL WITH BEAD OF CAULK OR ADHESIVE.
9. SEAL THE PENETRATION.
10. 3" OR 4" PIPE VENT SHALL BE EXTENDED AND TERMINATED 12" ABOVE THE ROOF
11. ALL EXPOSED AND VISIBLE INTERIOR RADON VENT PIPES SHALL BE
IDENTIFIED WITH AT LEAST ONE LABEL AT EACH FLOOR AND IN
AN ACCESSIBLE ATTIC. THE LABEL SHALL READ "RADON DEDUCTION SYSTEM
12. PROVIDE AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX FOR
FUTURE INSTALLATION OF AN ACTIVE RADON MITIGATION SYSTEM AND
A SYSTEM FAILURE ALARM.
W/ 1/2" Ø x 10" A.B.'S @ 4' O.C.
W/ MINIMUM 7" EMBED.
W/ 0.229"x3"x3" PLATE WASHERS
W/ #4 BARS @ 48" O.C. VERT. (WITH HOOKS)
W/ 18"x8" CONCRETE FOOTINGS
4" CONC. SLAB ON
3/4-COMP. FILL
GENERAL NOTES
FLOOR SLAB:
-OPTIONAL 4”CONC. SLAB W/ #3 REBAR AT 24”OC EA. WAY.
-PROVIDE CONTROL JOINTS AT 20’OC MAX.
6 MIL. BLACK POLY
W IL
L IA
Date: 01/06/21
DECKING ON
3
8
2x8 DF#2 @ 16" O.C.
10' - 6"
C -6x8 P.T.
C -6x8 P.T.
C -6x8 P.T.
C -6x8 P.T.
J -4x12 DF#2 HDR. J -4x12 DF#2 HDR.
-SEE CS-PF DETAIL FOR
1147# POINT LOAD
FROM GIRDER I1
PROVIDE DTT1Z DECK CONNECTORS
1
9
STAIRWELL WALL
BEAM BY JOIST MANU. BEAM BY JOIST MANU.
BEAM BY JOIST MANU.BEAM BY JOIST MANU.
1
8
TJI JOISTS BY MANU.TJI JOISTS BY MANU.
TJI JOISTS BY MANU.TJI JOISTS BY MANU.
4 ' -
0 "
4 ' -
1 ' -
6 "
2653# POINT LOAD
FROM GIRDER E1
JOIST MANU.
STAIRWELL WALL
BEAM BY JOIST MANU.BEAM BY JOIST MANU.
SUPPORT 6X BEAMS AND 5 1/2" GLB'S WITH 4X6 POST, MINIMUM.
-SUPPORT 4X BEAMS AND 3 1/8" GLB'S WITH 4X4 POST, MINIMUM.
-ALL 2X AND 4X FRAMING SHALL BE DF-L NO. 2 MINIMUM.
-ALL 6X FRAMING SHALL BE DF-L NO.2 MINIMUM.
-EXTERIOR DOORS AND WINDOWS ARE TO BE PROVIDED WITH 4x12 HEADERS, U.N.O.
-ALL EXTERIOR HEADERS SHALL BE SUPPORTED WITH 2X6 STUD AND KING STUDS AS LISTED
IN TABLE 602.7.5, TYPICAL.
-INTERIOR NON-LOAD-BEARING HEADERS SHALL BE (2)2X6 U.N.O. SUPPORT WITH (2)2X4
STUDS, MAX SPAN=3'-0".
-EVERY ROOF TRUSS SHALL BE CONNECTED TO WALL TOP PLATES WITH SIMPSON H2.5A
UPLIFT CLIPS.
-SIMPSON TOP FLANGE HANGERS SHALL BE TYPE LB, BA(MIN), OR HU.
-FACE MOUNT HANGERS SHALL BE LUC OR HUC TYPE HANGERS.
- ALL METAL HARDWARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT-
DIPPED-GALVANIZED OR ZINC-COATED.
-6X BEAM TO 6X6 POST CONNECTOR SHALL BE SIMPSON ACE6(MIN).
-4X BEAM TO 4X POST CONNECTOR SHALL BE SIMPSON LCE4.
-EXTERIOR WALLS AT STAIRWELLS ARE TO BE BALLOON FRAMED FROM BOTTOM SOLE
PLATE TO DOUBLE TOP PLATE.
R602.7.5 SUPPORTS FOR HEADERS
-HEADERS SHALL BE SUPPORTED ON EACH END WITH ONE OR MORE JACK
STUDS OR WITH APPROVED FRAMING ANCHORS. THE FULL-HEIGHT STUD
ADJACENT TO EACH END OF THE HEADER SHALL BE END NAILED TO EACH
END OF THE HEADER WITH (4) 16d NAILS. THE MINIMUM NUMBER OF FULL
HEIGHT STUDS AT EACH END OF HEADER SHALL BE IN ACCORDANCE WITH
TABLE R602.7.5
TABLE R602.7.5.
STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS
HEADER SPAN (FEET)
W IL
L IA
1/4" = 1'-0" 6
1/4" = 1'-0" FRAMING LEGEND
Date: 01/06/21
1
DISTANCE TO SPLICE
NAILED W/ 8d@6" O.C.
(3) 16d @ 16" O.C. ALONG BRACED WALL PANEL
BLK'G @ JOINTS
-MIN. (2) PER SILL PLATE
W/ 1/2"x10" A.B.'S @ 6' OC. (MIN. 7" EMBED)
W/ 0.229"x3"x3" PLATE WASHER
BE SHEATHED ON EXTERIOR SIDE OF WALL,
INCLUDING AREAS ABOVE AND BELOW OPENINGS
AND ON GABLE END WALLS. BLOCK AND NAIL
ALL EXTERIOR WALLS PER CS-WSP DETAIL BELOW
EXTENT OF HEADER WITH DOUBLE PORTAL FRAME
(TWO BRACED WALL PANELS)
(ONE BRACED WALL PANEL)
FASTEN SHEATHING TO HEADER WITH 8D
COMMON OR GALVANIZED BOX NAILS IN 3"
GRID PATTERN AS SHOWN
OPPOSITE SIDE OF SHEATHING
TENSION STRAP PER TABLE
REQUIRED IN EACH
3" O.C. TYP. FASTEN
KING STUD TO HEADER
MIN. (2) 1/2" DIAMETER ANCHOR BOLTS
INSTALLED PER SECTION R403.1.6
PONY WALL
A LL
SHEATHING WITH 8D COMMON OR
GALVANIZED BOX NAILS AT 3" O.C. IN FRAMING
(STUDS, BLOCKING AND SILLS) TYP.
MIN. LENGTH OF PANEL PER TABLE R602.10.5
MIN. 3" x 11-1/4" NET HEADER. STEEL HEADER PROHIBITED
IF 1/2" SPACER IS USED, PLACE ON BACK-SIDE OF HEADER
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
OVER RAISED WOOD FLOOR -OVERLAP OPTION (When portal sheathing laps over band or rim joist)
WOOD STRUCTURAL
PANEL SHEATHING
CONTINUOUS OVER
PER TABLE R602.3(1)
OR (2) 16D COMMON NAILS @ 16”O.C.
ATTACH SHEATHING TO
AND BOTTOM
WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST
APPROVED BAND OR RIM JOIST
MIN.
OVERLAP
9-1/4"
W/ SSTB24 HOLDOWNS
PROVIDE MSTC28 STRAPS
STUD TO HEADER
OF 16d SINKER NAILS @ 3" O.C. TYP.
1000 lb. STRAP OPPOSITE SHEATHING
-SIMPSON LSTA21 STRAP
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
MIN. WIDTH = 16" FOR ONE STORY STRUCTUES
MIN. WIDTH = 24" FOR FIRST OF TWO STORY STRUCTURES
7/16" OSB OR 1/2" PLYWOOD SHEATHING
.
HDU4 HOLDOWNS W/ SSTB24 ANCHORS
MIN 1000 lb. TIE-DOWN DEVICE
MIN. DOUBLE 2x4 POST
FOR A PANEL SPLICE (IF NEEDED)
PANEL EDGES SHALL BE
BLOCKED AND OCCUR WITHIN
24" OF MID HEIGHT.
TO-FRAMING IS REQUIRED
IN EACH PANEL
1/4" = 1'-0"
MINIMUM FOOTING SIXE UNDER OPENING IS 12"x12". A TURNED-DOWN
SLAB SHALL BE PERMITTED AT DOOR OPENINGS. REINFORCING SHALL BE AS
SHOWN ABOVE.
FOOTING. REINFORCING SHALL BE LAPPED 15".
(2) 1/2" dia. ANCHOR BOLTS PER FIG.
R403.1.1, LOCATED BETWEEN 6 AND 12"
OF EACH END OF SEGMENT
8d COMMON OR GALV. BOX NAILS
@ 12" O.C. AT INTERIOR SUPPORTS
8d COMMON OR GALV. BOX NAILS
@ 6" O.C. AT PANEL EDGES FOR SINGLE STORY
AND 4" O.C. PANEL EDGES FOR 1ST OF 2 STORY.
FOR PANEL SPLICE (IF NEEDED) ADJOINING
PANEL EDGES SHALL MEET OVER AND BE
FASTENED TO COMMON FRAMING
W/ SSTB24 ANCHOR BOLT
W IL
L IA
4 2nd FLOOR SHEAR PLAN
1/4" = 1'-0"7
No. Date Issued by
1/8" = 1'-0"7
Date: 01/06/21
10-1
NOTE: NO PLUMBING OR MECHANICAL DUCTING IS ALLOWED INSIDE OF THE WALL CAVITY
NO OPENINGS ALLOWED
4' - 0"
FIREBLOCK AT CEILING
FIREBLOCK AT CEILING
8 ' -
0 "
9 ' -
0 "
8 ' -
0 "
M IN
GYPSUM BOARD ON GIRDER
ROOF SEATHING
GYPSUM BOARD ON GIRDER
ROOF SEATHING
MANU. TRUSS
BY OTHERS
MANU. TRUSS
BY OTHERS
CONTINUOUS RIM JOISTS W/
2x6 STUDS @
3RD FLOOR ONLY
2 LAYERS 5/8" TYPE "X" GYP. BD. 2 LAYERS 5/8" TYPE "X" GYP. BD.
LS4
LS4
MASTER
BEDROOM
MASTER
BEDROOM
8 ' -
0 "
9 ' -
0 "
8 ' -
0 "
TJI JOISTS BY MANU.TJI JOISTS BY MANU.
GRADE GRADE
GARAGE CEILING
2 LAYERS 5/8" TYPE "X"
GYPSUM BOARD ON GIRDER
ROOF SEATHING
GYPSUM BOARD ON GIRDER
ROOF SEATHING
MANU. TRUSS
BY OTHERS
MANU. TRUSS
BY OTHERS
5 Sim
2 LAYERS 5/8" TYPE "X" GYP. BD. 2 LAYERS 5/8" TYPE "X" GYP. BD.
LS4
LS4
JOISTS PER
SIMPSON ACE6 COLUMN CAP &
18"x18"x9" CONC. FTG BEYOND
GRADE
COMP SHINGLES ON
30# FELT ON
MANU. TRUSSES
JOISTS PER
SIMPSON ACE6 COLUMN CAP &
18"x18"x9" CONC. FTG BEYOND
BEAM BEYOND
PER PLAN
R-23 INSULATION
2x8 RIDGE BOARD
1 ' -
6 "
SD
2
Scale
W IL
L IA
Date: 01/06/21
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