HomeMy WebLinkAboutPRELIMINARY PLANS - 21-00849 - 1370 Stone Dr - Remodel & Deck AdditionINDEX OF SHEETS
G-101
S-101
S-201
S-301
S-302
S-401
R-101
COVER SHEET
FOUNDATION
SECOND FLOOR FRAMING
MAIN WALL FRAMING
SECOND WALL FRAMING
ROOF FRAMING
DETAILS & SECTIONS
412 412412
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR ADDITION
AREA
416.17
416.17 sq ft
DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE
ID
DECK ADDITION
AREA
391.00
391.00 sq ft
5 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"
6 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"
7 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"
FRYAR REMODELFRYAR REMODELFRYAR REMODELFRYAR REMODEL
LOCATION: REXBURG, ID
SNOW LOAD: 50 PSF GROUND
WIND SPEED: 115 MPH
FROST DEPTH: 36"
SEISMIC: D1
REGULATION: IRC 2018
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G-101
PLN# 21-08-072
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11111111
1111
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22'-4"22'-4"22'-4"22'-4"
11'-2"11'-2"11'-2"11'-2"11'-2"11'-2"11'-2"11'-2"
7'
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F16F16F16F16
F16F16F16F16
F16F16F16F16
F16F16F16F16F16F16F16F16
F16F16F16F16
EXISTING FOOTINGSEXISTING FOOTINGSEXISTING FOOTINGSEXISTING FOOTINGSEXISTING FOOTINGSEXISTING FOOTINGSEXISTING FOOTINGSEXISTING FOOTINGS
2
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A-301
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A-301
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F16
WIDTHWIDTHWIDTHWIDTH
---
DEPTHDEPTHDEPTHDEPTH
19"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
BIGFOOT 36
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
SEE PIER REBAR FOR SIZING
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
12" SONOTUBE (4) #4 BAR #3 TIES 8" O.C.
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM
1111
IDIDIDID
1
####
6
TYPETYPETYPETYPE
ABU66Z
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"
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# 21-08-072
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R-101
25'-11"25'-11"25'-11"25'-11"
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A-301
1
A-301
HUC 5.125/12, TYP.HUC 5.125/12, TYP.HUC 5.125/12, TYP.HUC 5.125/12, TYP.
(3) PLACES(3) PLACES(3) PLACES(3) PLACES
MIN. (1) 11-7/8" LVLMIN. (1) 11-7/8" LVLMIN. (1) 11-7/8" LVLMIN. (1) 11-7/8" LVL
ITS HANGERS, TYP.ITS HANGERS, TYP.ITS HANGERS, TYP.ITS HANGERS, TYP.
SIMPSON HUC 210, TYP.SIMPSON HUC 210, TYP.SIMPSON HUC 210, TYP.SIMPSON HUC 210, TYP.
5-1/8" x 12" 24F-V8 GLULAM BEAM5-1/8" x 12" 24F-V8 GLULAM BEAM5-1/8" x 12" 24F-V8 GLULAM BEAM5-1/8" x 12" 24F-V8 GLULAM BEAM
5-1/8" x 12" 24F-V85-1/8" x 12" 24F-V85-1/8" x 12" 24F-V85-1/8" x 12" 24F-V8
GLULAM BEAMGLULAM BEAMGLULAM BEAMGLULAM BEAM
5-1/8" x 12" 24F-V85-1/8" x 12" 24F-V85-1/8" x 12" 24F-V85-1/8" x 12" 24F-V8
GLULAM BEAMGLULAM BEAMGLULAM BEAMGLULAM BEAM
LVL LEDGER W/ (2)LVL LEDGER W/ (2)LVL LEDGER W/ (2)LVL LEDGER W/ (2)
LEDGERLOKLEDGERLOKLEDGERLOKLEDGERLOK
SCREWS @ 16" O.C.SCREWS @ 16" O.C.SCREWS @ 16" O.C.SCREWS @ 16" O.C.
LVL LEDGER W/ (2)LVL LEDGER W/ (2)LVL LEDGER W/ (2)LVL LEDGER W/ (2)
LEDGERLOKLEDGERLOKLEDGERLOKLEDGERLOK
SCREWS @ 16" O.C.SCREWS @ 16" O.C.SCREWS @ 16" O.C.SCREWS @ 16" O.C.
SIMPSON SIMPSON SIMPSON SIMPSON OCC66 OR BC6OCC66 OR BC6OCC66 OR BC6OCC66 OR BC6
2X12 PRESSURE-2X12 PRESSURE-2X12 PRESSURE-2X12 PRESSURE-
TREATED LEDGER W/TREATED LEDGER W/TREATED LEDGER W/TREATED LEDGER W/
(2) LEDGERLOK(2) LEDGERLOK(2) LEDGERLOK(2) LEDGERLOK
SCREWS @ 2' O.C.SCREWS @ 2' O.C.SCREWS @ 2' O.C.SCREWS @ 2' O.C.
DOUBLE JOISTS BENEATHDOUBLE JOISTS BENEATHDOUBLE JOISTS BENEATHDOUBLE JOISTS BENEATH
LOCATION FOR HOT TUB. TUBLOCATION FOR HOT TUB. TUBLOCATION FOR HOT TUB. TUBLOCATION FOR HOT TUB. TUB
MAY NOT BE PLACED WITHINMAY NOT BE PLACED WITHINMAY NOT BE PLACED WITHINMAY NOT BE PLACED WITHIN
4' OF THE EXTERIOR WALL4' OF THE EXTERIOR WALL4' OF THE EXTERIOR WALL4' OF THE EXTERIOR WALL
AT THE ADDITIONAT THE ADDITIONAT THE ADDITIONAT THE ADDITION
11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.
INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSB w/INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSB w/INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSB w/INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSB w/
GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)
TYP.TYP.TYP.TYP.
U.N.O.U.N.O.U.N.O.U.N.O.
3
R-101
3
R-101
3 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"
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PLN# 21-08-072
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11
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23'23'23'23'
11'-6"11'-6"11'-6"11'-6"11'-6"11'-6"11'-6"11'-6"
11
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11
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1'1'1'1'
10
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6'6'6'6'
1'1'1'1'
10
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7'7'7'7'
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C4C4C4C4C1C1C1C1
EXISTING CONCRETE PATIOEXISTING CONCRETE PATIOEXISTING CONCRETE PATIOEXISTING CONCRETE PATIO
C9C9C9C9C9C9C9C9C8C8C8C8
C9C9C9C9C9C9C9C9C8C8C8C8
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C4
C8
C9
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
(3) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
8X8 SPF #1 OR BETTER
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
QTY
2
LOCATION
Exterior
FIRE RATING DOOR
W
6'
HT
7'
NOTES
SLIDING GLASS
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR ADDITION
AREA
416.17
416.17 sq ft
DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE
ID
DECK ADDITION
AREA
391.00
391.00 sq ft
4 MAIN WALL FRAMINGMAIN WALL FRAMINGMAIN WALL FRAMINGMAIN 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.
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A-301
1
A-301
23'23'23'23'
1'1'1'1'
10
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26'26'26'26'
8'8'8'8'10'10'10'10'8'8'8'8'
1'1'1'1'
10
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JACUZZIJACUZZIJACUZZIJACUZZI
DEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTING
WINDOWS, REDUCEWINDOWS, REDUCEWINDOWS, REDUCEWINDOWS, REDUCE
OPENING WIDTH ANDOPENING WIDTH ANDOPENING WIDTH ANDOPENING WIDTH AND
PLACE NEW DOORSPLACE NEW DOORSPLACE NEW DOORSPLACE NEW DOORS
DEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTINGDEMOLISH EXISTING
WINDOWS, REDUCEWINDOWS, REDUCEWINDOWS, REDUCEWINDOWS, REDUCE
OPENING WIDTH ANDOPENING WIDTH ANDOPENING WIDTH ANDOPENING WIDTH AND
PLACE NEW DOORSPLACE NEW DOORSPLACE NEW DOORSPLACE NEW DOORS
C9C9C9C9
C9C9C9C9 C9C9C9C9
C9C9C9C9
REMOVE EXISTINGREMOVE EXISTINGREMOVE EXISTINGREMOVE EXISTING
RAILINGRAILINGRAILINGRAILING
EXISTING RAILINGEXISTING RAILINGEXISTING RAILINGEXISTING RAILING
TO REMAINTO REMAINTO REMAINTO REMAIN
USE REMOVED PORTIONSUSE REMOVED PORTIONSUSE REMOVED PORTIONSUSE REMOVED PORTIONS
OF RAILING TO CREATEOF RAILING TO CREATEOF RAILING TO CREATEOF RAILING TO CREATE
NEWNEWNEWNEW AREA OF AREA OF AREA OF AREA OF RAILING RAILING RAILING RAILING
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C4
C8
C9
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
(3) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
8X8 SPF #1 OR BETTER
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
QTY
2
LOCATION
Exterior
FIRE RATING DOOR
W
6'
HT
7'
NOTES
SLIDING GLASS
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR ADDITION
AREA
416.17
416.17 sq ft
DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE
ID
DECK ADDITION
AREA
391.00
391.00 sq ft
1 SECOND WALL FRAMINGSECOND WALL FRAMINGSECOND WALL FRAMINGSECOND 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.
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8
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ROOF OVERBUILDROOF OVERBUILDROOF OVERBUILDROOF OVERBUILD
5-1/8"x12" 24F-V8 GLULAM BEAM5-1/8"x12" 24F-V8 GLULAM BEAM5-1/8"x12" 24F-V8 GLULAM BEAM5-1/8"x12" 24F-V8 GLULAM BEAM
4/12 4/12
5-1/8"x12" 24F-V8 GLULAM BEAM5-1/8"x12" 24F-V8 GLULAM BEAM5-1/8"x12" 24F-V8 GLULAM BEAM5-1/8"x12" 24F-V8 GLULAM BEAM
HUC 5.125/12, TYP.HUC 5.125/12, TYP.HUC 5.125/12, TYP.HUC 5.125/12, TYP.
((((2222) PLACES) PLACES) PLACES) PLACES
2X12 PRESSURE-2X12 PRESSURE-2X12 PRESSURE-2X12 PRESSURE-
TREATED LEDGER W/TREATED LEDGER W/TREATED LEDGER W/TREATED LEDGER W/
(2) LEDGERLOK(2) LEDGERLOK(2) LEDGERLOK(2) LEDGERLOK
SCREWS @ 2' O.C.SCREWS @ 2' O.C.SCREWS @ 2' O.C.SCREWS @ 2' O.C.
TYP.TYP.TYP.TYP.
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"
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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R-101
3
R-101
8
R-101
0" TOP OF CONCRETE0" TOP OF CONCRETE0" TOP OF CONCRETE0" TOP OF CONCRETE
9'-11 1/2" BEAM9'-11 1/2" BEAM9'-11 1/2" BEAM9'-11 1/2" BEAM
19'-8 7/8" BEAM19'-8 7/8" BEAM19'-8 7/8" BEAM19'-8 7/8" BEAM
24'-1 1/4" RIDGE24'-1 1/4" RIDGE24'-1 1/4" RIDGE24'-1 1/4" RIDGE
MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED
TRUSSES PERTRUSSES PERTRUSSES PERTRUSSES PER
MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER
NEW NEW NEW NEW COVEREDCOVEREDCOVEREDCOVERED
DECKDECKDECKDECK
-8" GRADE-8" GRADE-8" GRADE-8" GRADE
0" TOP OF CONCRETE0" TOP OF CONCRETE0" TOP OF CONCRETE0" TOP OF CONCRETE
19'-8 7/8" TOP OF BEAM19'-8 7/8" TOP OF BEAM19'-8 7/8" TOP OF BEAM19'-8 7/8" TOP OF BEAM
24'-1 1/4" RIDGE HEIGHT24'-1 1/4" RIDGE HEIGHT24'-1 1/4" RIDGE HEIGHT24'-1 1/4" RIDGE HEIGHT
EXISTING MANUFACTURED EXISTING MANUFACTURED EXISTING MANUFACTURED EXISTING MANUFACTURED ROOFROOFROOFROOF
ROOFROOFROOFROOF OVERBUILD OVERBUILD OVERBUILD OVERBUILD
NEW UPPERNEW UPPERNEW UPPERNEW UPPER
LEVELLEVELLEVELLEVEL AREA AREA AREA AREA
EXISTINGEXISTINGEXISTINGEXISTING
FAMILY ROOMFAMILY ROOMFAMILY ROOMFAMILY ROOM
NEW NEW NEW NEW COVEREDCOVEREDCOVEREDCOVERED
DECKDECKDECKDECK
EXISTINGEXISTINGEXISTINGEXISTING
PATIOPATIOPATIOPATIO
MANUFACTURED TRUSSESMANUFACTURED TRUSSESMANUFACTURED TRUSSESMANUFACTURED TRUSSES
PER MANUFACTUREPER MANUFACTUREPER MANUFACTUREPER MANUFACTURERRRR
7
8
4
6
531212 4 91110
8
6
OPTION 1OPTION 1OPTION 1OPTION 1 OPTION 2OPTION 2OPTION 2OPTION 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.
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.
1111
2222
3333 KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - 5-1/8" x 12" GLULAM BEAM
2 - 6X6 POST
3 - SIMPSON BC6
1111
1111
7777
44444444
5555
3333
6666
2222
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - SUB FASCIA
2 - SIMPSON LUS HANGERS (TYP)
3 - 2x OUTLOOKERS @ 24" O.C.
4 - MANUFACTURED TRUSSES
5 - GABLE TRUSS
6 - SIMPSON H2.5A (TYP)
7 - STUD WALL
1111
2222
2222
3333
4444
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - 5-1/8" x 12" GLULAM BEAM
2 - 8X8 POST
3 - (2) 1/2" THROUGH-BOLTS
IN EACH COLUMN
4 - NOTCH COLUMNS TO
ACCEPT BEAM W/ MIN. 4.5"
OF BEARING
1111
2222
3333
4444
5555
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - 5-1/8" x 12" GLULAM BEAM
2 - 8X8 POST
3 - (2) 5/8" THROUGH-BOLTS
4 - NOTCH COLUMNS TO
ACCEPT BEAM W/ MIN. 4.5"
OF BEARING
5 - MANUFACTURED TRUSS
PER MANUFACTURER
5 SECTION BSECTION BSECTION BSECTION B
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
6 SECTION ASECTION ASECTION ASECTION A
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
1 302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
3 BEAM TO COLUMNBEAM TO COLUMNBEAM TO COLUMNBEAM TO COLUMN
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
4 305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 COLUMN TO COLUMNCOLUMN TO COLUMNCOLUMN TO COLUMNCOLUMN TO COLUMN
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
8 BEAM TO TRUSSBEAM TO TRUSSBEAM TO TRUSSBEAM TO TRUSS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
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