HomeMy WebLinkAboutENGINEERED PLANS - 20-00248 - Vista Medical Office - Lot 3, Blk 1 Trejo Professional ParkDR
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S-101
PLN# 20-05-007
4/27/2020
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
2X WALL 5/8"
REDHEAD ANCHORS
@ 32" O.C.
F1F1F1F1
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3
F1F1F1F1
F1F1F1F1
F1F1F1F1
BLOCK OUT FOR
CRAWL SPACE
ACCESS
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW2FW2FW2FW2
FW
2
FW
2
FW
2
FW
2
FW2FW2FW2FW2
FW
2
FW
2
FW
2
FW
2
FW2FW2FW2FW2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW
2
FW2FW2FW2FW2
FW
2
FW
2
FW
2
FW
2
2 2 2 2
2 2 2 2
2222
2 2 2 22222
2 2 2 2
2 2 2 2
2 2 2 2
2 2 2 2
F4F4F4F4F4F4F4F4
1 1 1 1
SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE
SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE
SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE
CRAWL SPACECRAWL SPACECRAWL SPACECRAWL SPACE CRAWL SPACECRAWL SPACECRAWL SPACECRAWL SPACE
NOTE:NOTE:NOTE:NOTE:
- 2 ROWS OF- 2 ROWS OF- 2 ROWS OF- 2 ROWS OF
ANCHOR BOLTSANCHOR BOLTSANCHOR BOLTSANCHOR BOLTS
- SEE- SEE- SEE- SEE
FOUNDATIONFOUNDATIONFOUNDATIONFOUNDATION
WALLWALLWALLWALL
SCHEDULE ANDSCHEDULE ANDSCHEDULE ANDSCHEDULE AND
FOUNDATIONFOUNDATIONFOUNDATIONFOUNDATION
WALL DETAILWALL DETAILWALL DETAILWALL DETAIL
ON R-101ON R-101ON R-101ON R-101
1 1 1 1
INDEX OF SHEETS
S-101
S-201
S-301
S-302
S-401
R-101
FOUNDATION
FLOOR FRAMING
WALL FRAMING
WALL FRAMING
ROOF FRAMING
DETAILS
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
F2
F3
F4
WIDTHWIDTHWIDTHWIDTH
16"
30"
36"
36"
DEPTHDEPTHDEPTHDEPTH
8"
10"
10"
12"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
CONTINUOUS FOOTING
36” X 36” X 12” SPREAD FOOTER
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(2) #4 BAR CONT.
(2) #4 BAR CONT.
(2) #4 BAR CONT.
(3) #4 X 2’-6” LONG @ 15” O.C. BOTH WAYS
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
---
30"x30" PIER 36" DEEP (9) #4 VERT. BAR #4 HORIZ @12" O.C.
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
2
####
2
9
TYPETYPETYPETYPE
ABU88Z
STHD14RJ
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW1
FW2
THICKTHICKTHICKTHICK
8"
8"
HEIGHTHEIGHTHEIGHTHEIGHT
4'
8'
VERT BARVERT BARVERT BARVERT BAR
#4
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
24" O.C.
24" O.C.
HORIZ BARHORIZ BARHORIZ BARHORIZ BAR
#4
#4
HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING
24" O.C.
24" O.C.
BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"
(1)
(2)
J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE
5/8" W/7" EMBED (OUTSIDE OF WALL) 1/2" W/7" EMBED (INSIDE OF WALL)
5/8" W/7" EMBED (OUTSIDE OF WALL) 1/2" W/7" EMBED (INSIDE OF WALL)
J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING
48" O.C.
48" O.C.
4 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 CODE REVIEWCODE REVIEWCODE REVIEWCODE REVIEW
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.
ARCHITECTURAL PLANS PROVIDED BY:
KDGKDGKDGKDG
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
VISTAVISTAVISTAVISTA
MEDICALMEDICALMEDICALMEDICAL
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S-201
PLN# 20-05-007
4/27/2020
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
6-3/4X16-1/26-3/4X16-1/26-3/4X16-1/26-3/4X16-1/2
24F-V424F-V424F-V424F-V4
6-3/4X6-3/4X6-3/4X6-3/4X25252525-1/2-1/2-1/2-1/2
24F-V424F-V424F-V424F-V4
SIMPSONSIMPSONSIMPSONSIMPSON ITSITSITSITS
HANGERHANGERHANGERHANGER (TYP) (TYP) (TYP) (TYP)
1 1 -7 /8 " T J I 2 1 0 @ 1 6 " O .C .
O V E R P R E S S U R E T R E A T E D S I L L P L A T E
P R O V I D E S Q U A S H B L O C K I N G T H R O U G H F L
O O R W H E R E B E A R I N G
I S R E Q U I R E D A B O V E . I N S T A L L P E R M A N U
F A C T U R E R 'S S P E C .
3 /4 " T &G O S B w / G L U E A N D 1 0 d R I N G S H A N K
N A I
L S 3 /1 2 S P A C I N G (T Y P )
1 1 -7 /8 " T J I 5 6 0 @ 1 2 " O .C .
O V E R P R E S S U R E T R E A T E D S I L L P L
A T E
P R O V I D E S Q U A S H B L O C K I N G T H R O U G H F L O O R W H E R E B E A R I N G
I S R E Q U I R E D A B O V E . I N S T A L L P E R M A N U F A C T U R E R 'S S P E C .
3 /4 " T &G O S B w / G L
U E A N D 1 0 d R I N G S H A N K
N A I L S 3 /1 2 S P A C I N G (T Y P )
1 1 -7 /8 " T J
I 3 6 0 @ 1
6 " O .C .
O V E R P R E S S U R E T R E A T E D S I L L P L A T E
P R O V I D E S Q U A S H B L O C K I N G T H R O U G H F L O O R W H E R E B E A R I N G
I S R E Q U I R E D A B O V E . I N S T A L
L P E R M A N U F A C T U R E R 'S S P E C .
3 /4 " T &G O S B w / G L U E A N D 1 0 d R I N G S H A N K
N A I L S 3 /1 2 S P A C I N G (T Y P )
1 1 -7 /8 " T J I 3 6 0 @
1 6 " O .C .
O V E R P R E S S U R E T R E A T E D S I
L L P L A T E
P R O V I D E S Q U A S H B L O C K I N G T H R O U G H
F L O O R W H E R E B E A R I N G I S R E Q U I R E D
A B O V E . I N S T A L L
P E R M A N U F A C T U R E R 'S
S P E C . 3 /4 " T &G O S B w / G L U E A N D 1 0 d
R I N G S H A N K N A I L S 3 /1 2 S P A C I N G (T Y P )
3 FIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
ARCHITECTURAL PLANS PROVIDED BY:
KDGKDGKDGKDG
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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S-301
PLN# 20-05-007
4/27/2020
10
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REENGINEERING IS REQUIRED.
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2H2H2H2H2H2H2H2H2H2H2H2H2
H2H2H2H2
H3H3H3H3 H3H3H3H3
H3H3H3H3
H4H4H4H4
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW
1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
SW1SW1SW1SW1
8X88X88X88X88X88X88X88X8
NOTES:NOTES:NOTES:NOTES:
(4) 2X6 UNDER
GIRDER TRUSS
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
H4
PLYPLYPLYPLY
2
2
2
1
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
3-1/8 x 12 24F-V4
NOTENOTENOTENOTE
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW1
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTESNOTESNOTESNOTES4MAIN 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"
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 SEALED 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.
ARCHITECTURAL PLANS PROVIDED BY:
KDGKDGKDGKDG
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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S-302
PLN# 20-05-007
4/27/2020
10
6
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
H1H1H1H1
CRAWL SPACECRAWL SPACECRAWL SPACECRAWL SPACE
ACCESSACCESSACCESSACCESS
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
H4
PLYPLYPLYPLY
2
2
2
1
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
3-1/8 x 12 24F-V4
NOTENOTENOTENOTE
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW1
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTESNOTESNOTESNOTES1LOWER LEVEL WALL FRAMINGLOWER LEVEL WALL FRAMINGLOWER LEVEL WALL FRAMINGLOWER LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
ARCHITECTURAL PLANS PROVIDED BY:
KDGKDGKDGKDG
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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 SEALED 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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S-401
PLN# 20-05-007
4/27/2020
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
5-1/8X9
24F-V4
NOTCH COLUMNS
FOR DOUBLE 2X6
(2) 2X6
HEADER
(2) 2X6
HEADER
NOTCH COLUMNS
FOR DOUBLE 2X6
1 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"
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.
ARCHITECTURAL PLANS PROVIDED BY:
KDGKDGKDGKDG
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL DRAWINGS ARE
SUPPLEMENTAL TO ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON ARCHITECTURAL PLANS ARE
CORRECT. BUILDER TO VERIFY ALL DIMENSIONS. IF ANY
INFORMATION ON ARCHITECTURAL PLANS CONFLICTS WITH SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS , THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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R-101
PLN# 20-05-007
4/27/2020
10
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STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Be
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6"
M
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1
5
4
3
2
7
6
8
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS
6 - WALL SHEATHING
7 - REQ'D PANEL EDGE NAILING
8 - J-BOLTS SIZE/TYPE PER PLAN
6
6
6
6
1
48
1
7
2
13
3 4
5
3
1
32
4
5
EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT
WALL INTERSECTION
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - EDGE NAILING PER SHEAR WALL
SCHEDULE.
2 - WALL SHEATHING AS OCCURS.
3 - LOCATION OF STRAP AT END OF SHEAR
WALL, SEE PLAN FOR TYPE OF STRAP.
4 - FULL HEIGHT WOOD STUD TYP.
5 - 16d FACE NAIL AT 16" O.C.
6 - DISTANCE FROM CORNERS TO CENTER OF
STRAP EQUALS WIDTH OF WALL (MAX.)
7 - 16d FACE NAIL AT 6" O.C.
1
2
3
4
5
6
7
8
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - ROOF FINISH PER OWNER/BUILDER.
OVER MIN #15 ROOFING FELT.
2 - OSB SHEETING
3 - MIN 2' ICE & WATER SHIELD
4 - DRIP LEDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
1111
6666
2222
4444
5555
3333
8888
8888
7777
CEILING OF NEXT LEVEL
KEYNOTES: IBC 1011, 1014, 1015KEYNOTES: IBC 1011, 1014, 1015KEYNOTES: IBC 1011, 1014, 1015KEYNOTES: IBC 1011, 1014, 1015
1 - 8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 34" MIN & 38" MAX FROM STAIR
NOISING. RETURN TO WALL TOP AND BOTTOM.
HANDRAIL PROVIDED ON EACH SIDE OF STAIR.
3 - 7" MAX RISE & 4" MIN RISE.
4 - MAX 4" GAP BETWEEN TREAD SLABS
5 - 11" MIN RUN FROM NOSE TO NOSE OF TREAD
6 - FLOOR FRAMING
7 - 42" MIN GUARD RAIL
8 - MAX 4" GAP
1111
2222
3333 2222
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - FLOOR JOISTS PER MANUFACTURER (TYP)
2 - ACCESS TO BE LOCATED IN FLOOR
FRAMING OR FND WALL. ACCESS LOCATION
T.B.D. PER OWNER BUILDER.
3 - IF ACCESS IS BELOW GRADE AN AREA
WAY OF NO LESS THAN 16"X24" SHALL BE
PROVIDED AND IS TO BE BELOW THE
THRESHOLD OF THE ACCESS OPENING
7
8
4
6
531212 4 91110
8
6
OPTION 1
OPTION 2
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
6
1
2
4
3
55
8
7
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - PONY WALL
2 - WALL SHEETING (SEE SWP SCHEDULE FOR
SIZING & FASTENING)
3 - FASTEN SHEATHING TO HEADER W/8d
COMMON OR GAL. BOX NAILS IN 3" GRID
PATTERN
4 - PORTAL HEADER (SEE HEADER SCHEDULE
FOR SIZE & TYPE)
5 - HOLD DOWNS (SEE FDN. PLAN)
6 - FLOOR FRAMING
7 - FOUNDATION WALL
8 - HEADER TO JACK-STUD STRAP PER TABLE
R602.10.6.4 ON BOTH SIDES OF OPENING
OPPOSITE SIDE OF SHEATHING
7
6
5
9
8
44
3
2
1
10
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - 2X FRAME WALL
2 - (2) 2X4 P.T. SILL PLATES
3 - ANCHOR BOLTS PER FOUNDATION PLAN
4 - FOUNDATION/FOOTING (REBAR NOT SHOWN)
5 - SPRAY FOAM GAP
6 - OSB DECKING
7 - JOISTS (SEE FLOOR FRAMING PLAN)
8 - SIMPSON ITS HANGERS
9 - 2X INSULATED FRAME WALL PER LOCAL CODE
10 - CONCRETE SLAB
1 STUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
3 TYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
2 ROOF EAVEROOF EAVEROOF EAVEROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
4 COMMERCIAL STAIR DETAILCOMMERCIAL STAIR DETAILCOMMERCIAL STAIR DETAILCOMMERCIAL STAIR DETAIL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
5 CRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 ROOF OVERBUILDROOF OVERBUILDROOF OVERBUILDROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 PORTAL WALL FRAMEPORTAL WALL FRAMEPORTAL WALL FRAMEPORTAL WALL FRAME
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
8 RECESSED SUB FLOOR BASEMENTRECESSED SUB FLOOR BASEMENTRECESSED SUB FLOOR BASEMENTRECESSED SUB FLOOR BASEMENT
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
GENERAL DETAILS:GENERAL DETAILS:GENERAL DETAILS:GENERAL DETAILS:
THESE DETAILS ARE
PROVIDED FOR THE BUILDERS
CONVENIENCE, AND ARE NOT
NECESSARILY APPLICABLE
IN ALL BUILDINGS. IT IS THE
RESPONSIBILITY OF THE
BUILDER/CONTRACTOR TO
CONTACT THE ENGINEER OR
DESIGNER FOR
CLARIFICATION OR
ADDITIONAL DETAILS IF
NECESSARY.