RIVERSTONE PLAN
19
1 1224 S. RIVERSTONE DR. DRAWN BY: S.H. DATE: _________ SCALE: SEE VIEW SHEET NUMBER 6500 N. Mineral Dr. Coeur d'Alene, ID. 83815 208.292.3400 chiefarchitect.com RIVERSTONE Revision #: RIVERSTONE PLAN GENERAL NOTES: THIS PLAN SET, COMBINED WITH THE BUILDING CONTRACT, PROVIDES BUILDING DETAILS FOR THE RESIDENTIAL PROJECT. THE CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES. CONTRACTOR SHALL BE RESPONSIBLE AND BEAR ANY FINES OR PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. INSURANCES SHALL BE IN FORCE THROUGHOUT THE DURATION OF THE BUILDING PROJECT. WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS). ALL TRADES SHALL MAINTAIN A CLEAN WORK SITE AT THE END OF EACH WORK DAY. PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS. OWNER: BOB & JANET SMITH PROJECT 1224 S. RIVERSTONE DR. ADDRESS: COEUR D'ALENE, IDAHO LEGAL: LOT 7, BLK 1 RIVERSTONE PLAZA FIRE DISTRICT: NORTHERN LAKES WATER: CITY OF COEUR D'ALENE STORM WATER PERMIT: 8389 BLDG PERMIT: 411 DESIGNER: S.H. BUILDER: CDA BUILDERS ENGINEERING: FUTURE STRUCTURES PRESENTATION VIEWS INDEX OF DRAWINGS TITLE SHEET PROJECT SUMMARY 1 SITE PLAN 2 MAIN FLOOR PLAN 3 BASEMENT & FOUNDATION PLAN 4 FRONT/REAR ELEVATIONS 5 SIDE ELEVATIONS 6 KITCHEN PLAN & ELEVATIONS 7 MSTR BATH PLAN & ELEVATIONS 8 INTERIOR ELEVATIONS 9 DOOR & WINDOW SCHEDULE 10 SECTIONS & DETAILS 11 SECTIONS & DETAILS 12 SHEAR WALL LOCATIONS 13 WALL FRAMING 14 FLOOR FRAMING 15 ROOF FRAMING 16 CEILING PLAN 17 ELECTRICAL PLAN 18 PLUMBING & HVAC PLAN 19 FOR ILLUSTRATION ONLY. NO SCALE
Transcript of RIVERSTONE PLAN
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RIVERSTONE PLANGENERAL NOTES: THIS PLAN SET, COMBINED WITH THE BUILDING CONTRACT, PROVIDES BUILDING DETAILS FOR THE RESIDENTIALPROJECT. THE CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORESTARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILARWORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES ANDLOCAL CODES. CONTRACTOR SHALL BE RESPONSIBLE AND BEAR ANY FINES OR PENALTIES FOR CODE, ORDINANCE,REGULATION OR BUILDING PROCESS VIOLATIONS. INSURANCES SHALL BE IN FORCE THROUGHOUT THE DURATION OFTHE BUILDING PROJECT. WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERALNOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTEREDTHAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTIONARISES OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALLDIMENSIONS (INCLUDING ROUGH OPENINGS). ALL TRADES SHALL MAINTAIN A CLEAN WORK SITE AT THE END OF EACH WORK DAY. PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS.
OWNER: BOB & JANET SMITH PROJECT 1224 S. RIVERSTONE DR. ADDRESS: COEUR D'ALENE, IDAHO LEGAL: LOT 7, BLK 1 RIVERSTONE PLAZA FIRE DISTRICT: NORTHERN LAKES WATER: CITY OF COEUR D'ALENE STORM WATER PERMIT: 8389 BLDG PERMIT: 411 DESIGNER: S.H. BUILDER: CDA BUILDERS ENGINEERING: FUTURE STRUCTURES
PRES
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INDEX OF DRAWINGSTITLE SHEETPROJECT SUMMARY 1SITE PLAN 2MAIN FLOOR PLAN 3BASEMENT & FOUNDATION PLAN 4FRONT/REAR ELEVATIONS 5SIDE ELEVATIONS 6KITCHEN PLAN & ELEVATIONS 7MSTR BATH PLAN & ELEVATIONS 8INTERIOR ELEVATIONS 9DOOR & WINDOW SCHEDULE 10SECTIONS & DETAILS 11SECTIONS & DETAILS 12SHEAR WALL LOCATIONS 13WALL FRAMING 14FLOOR FRAMING 15ROOF FRAMING 16CEILING PLAN 17ELECTRICAL PLAN 18PLUMBING & HVAC PLAN 19
FOR
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TERRAIN WALL DETAIL
LIGHTLYCOMPACTEDFILL GRAVEL FILL
CONCRETETERRAIN WALL,3000 PSI
4" DIA PVC PERF PIPE,PIPE TO FRENCH DRAIN
NATURALGROUND
MA
X H
=11'
1213 5/16"S30°E
43 15/16"
S15°W
1938
5/1
6"S
60°W
944 15/16"N30°W
1313 7/16"
r=836 1/8"
596
1/2"
N60
°E
759 1
/16"
S75°E
-9
-9
-8
-8
-7
-7
-6
-6
-5
-5
-4
-4
-3
-3
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-1
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G G G GNP / L P / L P / L P / L
C / W C / W C / W C / W C / W C / W
w / W w / W w / W w / W
X
XX
XX
15'
D D
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D
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PROPOSED RESIDENCE LOCATION
TELEPHONE/CABLE POA
TT
RIVERSTONE DR. - 30'P
EB
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LN
. - 3
0'
PROPERTYBOUNDARY, LOT7, BLK 1
77
FRENCH DRAIN (TYP)
BENCHMARK: TBM IS A PIN ELEVATION DATUM IS BASED ONNGVD-33 AS ESTABLISHED BYCH2MHILL
SILT FENCE
FND. 1/2" IRON ROD
GG
RETAINING WALL
TBM2,204.07'
FND. 5/8" IRON ROD W/PLASTICCAP MARKED "PLS 2314"
4" PVC/HDPE PIPEFROM ROOF GUTTERS(TYP. ALL)
10' INGRESS / EGRESSEASEMENT INSIDE N.PROPERTY LINE
GG
PP
WASTE WATER LINE
UNDERGROUND POWER LINE 400 AMP SERVICE
SWIMMING POOL
WW
SS
LEGEND
TT
PP
15' SETBACK ON SIDES
NATURAL GAS LINE
WW 1" MAIN WATER LINE
SS
FLOWPOSTS MAX.10' O/C
SIDE SECTIONGROUND LINE
BURY BOTTOMEDGE OFCLOTH 6"
FILTER CLOTH UPHILL
SILT FENCE DETAIL
STAKE DRIVENMIN. OF 1'
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EROSION CONTROL NOTES
1. INSTALL SILT FENCE PRIOR TO ANY EXCAVATION ORCONSTRUCTION 2. MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATIONLIMITS.3. ALL EXPOSED SOIL SHALL BE MULCHED WITH STRAW OR WOODCHIPS TO MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN ANEXPOSED CONDITION4. HYDROSEED WITH A WOOD CELLULOSE FIBER MULCH APPLIED ATA RATE OF 2,000# / ACRE. USE AN ORGANIC TACKIFIER AT NO LESSTHAN 150 #/ACRE OR PER MANUFACTURE'S RECOMMENDATION IFHIGHER. APPLICATION OF TACKIFIER SHALL BE HEAVIER AT EDGES,IN VALLEYS AND AT CRESTS OF BANKS AND OTHER AREAS WHERESEED CAN BE MOVED BY WIND OR WATER
GRADING NOTES:
1. CONTRACTOR TO VERIFYLOCATION OF ALL EXISTING UTILITIES2. ALL FINISH GRADES SHALL BESMOOTH AND UNIFORM3. PROVIDE POSITIVE DRAINAGEAWAY FROM BUILDING4. FINAL GRADE TO CONVEYSURFACE DRAINAGE TOWARDFRENCH DRAIN5. AREAS TO BE FILLED SHALL BECLEARED, GRUBBED TO REMOVETREES, VEGETATION, ROOTS ANDOTHER OBJECTIONABLE MATERIALAND STRIPPED OF TOPSOIL.
SITE PLAN NOTES:
SOIL TYPE: SHALLOW AND MODERATELY DEEP, WELL-DRAINED SOILFORMED IN MATERIAL WEATHERED FORM BASALT THAT HAS A SMALLAMOUNT OF LOESS IN THE UPPER PART OF THE PROFILE. THEPERMEABILITY IS ESTIMATED TO BE MODERATE.SOIL: *2,000 PSF ALLOWABLE (ASSUMED). TO BE AT TIME OFEXCAVATION.FROST DEPTH: *2'-0"SEISMIC ZONE: CWIND: 90 MPH (90 MPH 3 SEC GUST) EXPOSURE C
SITE SURVEY TO BE COMPLETED TO VERIFY PIN LOCATIONS ANDHOME LOCATION PRIOR TO EXCAVATION
CALL BEFORE YOU DIG: 800.428.4950
MARKED TREES SHALL BE REMOVED PRIOR TO SITE WORK
OVERVIEW RENDERINGFOR ILLUSTRATION ONLY NO SCALE
SITE PLAN1"=10'
SITE
PLA
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PROJECT STATISTICS:
LOT SIZE: 22,313 SF (.5 ACRE)ANTICIPATED DISTURBED AREA: 7,600 SFA. ENVELOPE: 3,512 SFROOF: 3,914 SFFRONT/REAR HEIGHT: 22' 3"NORTH SIDE HEIGHT: 28' 3"LIVABLE SF: 3,703 MAIN: 2,375 BASEMENT: 1,328
2854SC 510110MU
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510110MU510110MU510110MU
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3080 2880
3076
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180 sq ft
340 sq ft
171 sq ft
20 s
q ft
67 sq ft
50 sq ft
329 sq ft
386 sq ft
939 sq ft
35 sq ft
78 sq ft
163 sq ft
21 s
q ft
345 sq ft
192 sq ft
51 sq ft
24 sq ft
62 sq ft
DD
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CLOSET 3 ELEV
8"4'
-3" 7'-4"8'-3"
18'-9" 21'-10" 33'
30'-1
0"
44'-6
"
24'
4'5
5/8"
5'-8
"
15'-5"
11'-3
"20
'-9"
372"
24"
6 1/2"
29"
4'-6" 11' 5'-1 1/2"
97"
1'3'-2" 11'-3"
22'-4
1/2
"14
'-11"
2'-11"3'-1"
1'3'-1"
2'-11"5'-1" 4'-7" 1'-4"
2'-4 1/2"6'-2" 5'-5 1/2"
3' 5'-11" 3' 5'-11" 3' 5'-11" 5'-3"
1'-0
1/2
"9'
-2"
1'-0
1/2
"1'
-3 1
/2"
18'-2
"
1'-3
1/2
"
11'-5
"11
"2'
-2"
15'-8
3/8
"3'
-6"
8'-6
5/8
"
6' 5'-2" 10'-8" 5'-2" 6'
7'-6" 2'-9" 3' 5'-11" 2'-8"
4'-2 1/2"9'-10"4'-8 1/2"
2'-0
1/2
"3'
-1"
10"
4'-1
"10
"3'
-1"
2'-0
1/2
" 8'-5"2'-10"10'-7 1/2"3'-11 1/2"6'-2 1/2"12'20'-7 1/2"
2'-6"3'1'
3'2'-6" 15'-0
1/2
"
59'
38'
32'
2'3 1/2"30'-2"
21'-3 1/2"24'-10"
4'-6" 12' 4'-6"
73'-7"
2'
14'11'13'21'
2'-1
1 1/
4"
4'-6
"9'
-0 3
/4"
32'
14'-1
1"3'
-2"
5'-1
1"
12'
16'-6
"16
'3'
9'
MASTER BDRM
OFFICE
SHOWER
MASTER BATH
GARAGE
LIVING
POWDER
MSTR CLOSET
KITCHEN
STAIRWAY
MUD ROOM
CLO
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Gar
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Util
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lose
tENTRY
DECKWATER CLOSET
PORCH
PANTRY
ROOM DIVIDE INDICATOR
4" INTERIOR WALL
6" INTERIOR WALL
6" INTERIOR WALL, INSULATED
6" EXTERIOR WALL, LAP SIDING
6" EXTERIOR WALL, SHAKE
6" EXTERIOR WALL, STONE
8" CONCRETE STEM WALL & 4" INTERIORFURRED WALL, FULL HEIGHT
8" CONCRETE STEM WALL, CRAWL SPACE
8" CONCRETE STEM WALL, TERRAIN
DECK RAILING OR DECK AREA INDICATOR
FENCING
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MASTER FLOOR PLAN - FLOOR 11/4"=1'
OVERVIEW RENDERINGFOR ILLUSTRATION ONLY NO SCALE
WALL LEGEND
MAI
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FLOOR PLAN NOTES: 1. ALL EXTERIOR DIMENSIONS ARE TO THE MAIN
LAYER. DIMENSIONS TO OPENINGS ARE TO THEFRAMING, ROUGH OPENING. INTERIORDIMENSIONS ARE TO THE FINISHED WALL.
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND IS RESPONSIBLE FOR ALL DIMENSIONS(INCLUDING ROUGH OPENINGS).
INSPECTION NOTES: 1. PROVIDE SPECIAL INSPECTION, SPECIAL
TESTING, REPORTING AND COMPLIANCEPROCEDURES ACCORDING TO THE LOCALBUILDING CODE.
1. SPECIAL INSPECTOR QUALIFICATIONS:
DEMONSTRATE COMPETENCE, TO THESATISFACTION OF THE BUILDING OFFICIAL, FORINSPECTION OF THE PARTICULAR TYPE OFCONSTRUCTION OR OPERATION IN QUESTION.PRIOR TO THE BEGINNING OF CONSTRUCTION,REVIEW THE SPECIAL INSPECTION REQUIREMENTSWITH THE ARCHITECT, ENGINEER, BUILDINGOFFICIAL, GENERAL CONTRACTOR AND SPECIALINSPECTORS. DUTIES OF THE SPECIAL INSPECTORINCLUDE, BUT ARE NOT LIMITED TO:
A. OBSERVE THE WORK FOR CONFORMANCE WITHTHE APPROVED PERMIT DRAWINGS ANDSPECIFICATIONS. BRING DISCREPANCIES TO THEIMMEDIATE ATTENTION OF THE CONTRACTOR FORBUILDING OFFICIAL.
B. FURNISH INSPECTION REPORTS FOR EACHINSPECTION TO THE BUILDING OFFICIAL,ARCHITECT, ENGINEER, GENERAL CONTRACTORAND OWNER IN A TIMELY MANNER.
C. SUBMIT A FINAL REPORT STATING WHETHER THEWORK REQUIRING SPECIAL INSPECTION WASINSPECTED, AND WHETHER THE WORK IS INCONFORMANCE WITH THE APPROVED PERMITDRAWINGS AND SPECIFICATIONS.
1. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE
NOT LIMITED TO: A. NOTIFY SPECIAL INSPECTOR THAT WORK IS
READY FOR INSPECTION AT LEAST 24 HOURSBEFORE THE INSPECTION IS REQUIRED.
B. MAINTAIN ACCESS TO WORK REQUIRINGSPECIAL INSPECTION UNTIL IT HAS BEENOBSERVED AND INDICATED TO BE INCONFORMANCE BY THE SPECIAL INSPECTOR ANDAPPROVED BY THE BUILDING OFFICIAL.
C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESSTO APPROVED PERMIT DRAWINGS ANDSPECIFICATIONS AT THE JOB SITE.
D. MAINTAIN JOB-SITE COPIES OF ALL REPORTSSUBMITTED BY THE SPECIAL INSPECTOR.
3020
FX30
20FX
3020
FX
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2106
8
21068
2868
2868
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2868
5068
2880
4050
DC
4068
4026DC
3068
27 s
q ft
379 sq ft
130 sq ft
156 sq ft
118 sq ft
705 sq ft
76 s
q ft
12 s
q ft
210 sq ft
40 sq ft
D311D311
D411D411
166"
49" 118" 75"
5'-8
"
44'-6
"
18'-9" 21'-10"
59'
11'-2"12'-10"4'-6"12'4'-6"
4'4'
-1"
8'-5
"
4' 4'-1" 13'-9"
2'-6" 5'-2" 11'-1"
16'
3'9'
2'-4
"3'
-1"
1'-0
1/2
"
3'-1
"
1'-0
1/2
"
3'-1
"2'
-4"
171 1/2" 60"
225" 46 1/4" 35 1/4" 63 1/2" 77 1/2"
158" 22 3/4"
143 1/2" 68"
123"
77"
127
3/4"
166
3/4"
135°
135°
135°
BEDROOM 2
CRAWL SPACE
JAC
K/J
ILL
BA
TH
CLO
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STORAGE
ENTERTAINMENT ROOM
WINE BAR
WINE CELLAR
POWDER 2
WINE ROOM
CLO
SE
T
BEDROOM 3
ROOM DIVIDE INDICATOR
4" INTERIOR WALL
6" INTERIOR WALL
6" INTERIOR WALL, INSULATED
6" EXTERIOR WALL, LAP SIDING
6" EXTERIOR WALL, SHAKE
6" EXTERIOR WALL, STONE
8" CONCRETE STEM WALL & 4" INTERIORFURRED WALL, FULL HEIGHT
8" CONCRETE STEM WALL, CRAWL SPACE
8" CONCRETE STEM WALL, TERRAIN
DECK RAILING OR DECK AREA INDICATOR
FENCING
S
S
S
S
S S
S
S
S
S
3020
FX30
20FX
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FX
4050
DC
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D311D311
D411D411
D611
D611
D611
D611
S112
S112
S112
S112
S212
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S212
S212
S312
S312
S312
S312
S412
S412
S412
S412
S611
S611
S611
S611
S512S512
S711S711
4'-1
1 1/
2"1'
-6"
2'-8" 6'-2 7/8" 2'-8" 2'-9"
30'-1
0"
3'-5 3/4"
32'
5'-8
"
44'-6
"
32'
73'-7"
18'-9" 21'-10" 33'
15'-5"
24'
11'-3
"20
'-9"
22'-9
1/4
"8'
-8 3
/4"
7'-4
"24
'
59'
30'14'11'-2"12'-10"4'-6"12'4'-6"
4'4'
-1"
8'-5
"
4' 4'-1" 13'-9"
2'-6" 5'-2" 11'-1"
16'
3'9'
2'-4
"3'
-1"
1'-0
1/2
"
3'-1
"
1'-0
1/2
"
3'-1
"2'
-4"
D211D211
FULL BASEMENT: CEILING HEIGHT 113-5/8"STEM WALL HEIGHT 117-5/8"
D715D715
CRAWL SPACE: STEM WALL HEIGHT 42-5/8"
CRAWL SPACE: STEM WALL HEIGHT 42-5/8"
GARAGE SLAB 12" BELOW TOP OF STEM WALL.STEM WALL HEIGHT 28-1/4"
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BASEMENT FLOOR PLAN - FLOOR "0"3/16"=1'
WALL LEGEND
OVERVIEW RENDERINGFOR ILLUSTRATION ONLY NO SCALE
FOUNDATION & FOOTINGS3/16"=1'
REScheck COMPLIANCE DETAILED CERTIFICATE PROVIDED AS A SEPARATEATTACHMENT TO THE PLANSET.
BAS
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FOUNDATION NOTES 1. FOUNDATIONS TO BEAR A MINIMUM OF 24” BELOW FINISH GRADE 2. ALL ANCHOR BOLTS TO BE 5/8” DIA X 10 @ 32” O/C UNO. 3. ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60. 4. ALL REINFORCING STEEL TO OVERLAP A MINIMUM OF 24” FOR SPLICES. 5. PROVIDE CORNER BARS TO MATCH CONTINUOUS STEEL. 6. MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000
PSI AT 26 DAYS. MAXIMUM AGGREGATE SIZE IS 1”. MAXIMUM AIR ENTRAINMENT IS3%. CEMENT SHOULD BE TYPE 1 OR 2.
7. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSF (UBC TYPE 4 SOIL). IF SOILCONDITIONS VARY FROM THIS, THE PROJECT ENGINEER MUST BE NOTIFIED. ALLFOOTINGS MUST BEAR ON UNDISTURBED SOIL. ALL SLOPES MUST BESTABILIZED.
8. ADJACENT GROUND SURFACES SHALL BE SLOPED AWAY FROM STRUCTUREDRAINAGE OF SURROUNDING AREA SHALL ALSO BE PROVIDED TO PREVENTACCUMULATION OF SOIL AND EROSION OF SOIL NEAR FOOTINGS.
9. UNIFORM SOIL CONDITIONS, MUST BE PROVIDED UNDER SLAB AND FOOTINGS.CUT/FILL OR NON-UNIFORM SOIL CONDITIONS SHOULD BE EXCAVATED ANDREPLACED W/ UNIFORM ENGINEERED FILL MATERIAL TO MINIMIZE DIFFERENTIALMOVEMENT.
10. THE TOPS OF FOUNDATION WALLS SHALL EXTEND 6” ABOVE THE ADJACENTFINISH GRADE
11. MINIMUM 18” CLEARANCE FOR WOOD JOIST GIRDERS REQUIRED IN THE CRAWLSPACE UNLESS TREATED WOOD IS USED THROUGHOUT FLOOR SYSTEM
MASONRY NOTES 1. ALL CONCRETE MASONRY UNITS TO BE LAID IN CONFORMANCE WITH ASTM C90. 2. CONCRETE MASONRY UNITS TO BE LAID IN TYPE ‘S’ OR TYPE ‘M’ MORTAR IN A
RUNNING BOND PATTERN. MORTAR, GROUT AND REINFORCEMENT TO BE INCOMPLIANCE WITH CURRENT CODES.
3. COMPRESSIVE STRESS OF GROUT TO BE: FM’=2500 PSI. ALL CELLS TO BE FULLYGROUTED.
4. ALL REINFORCING STEEL TO BE: ASTM-A-615, GRADE 60.
BUILDING PERFORMANCE: 1. HEAT LOSS CALCULATIONS SHALL COMPLY WITH REScheck AND REQUIREMENTS OF
LOCAL CODES. SEE CALCULATIONS. 2. PORCHES, DECKS, FOUNDATION AND GARAGE AREAS NOT INCLUDED IN LIVING
AREA. 3. ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR. ALL
PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK ORFOAM.
4. PROVIDE CRAWLSPACE VENTING TO MEET LOCAL CODE REQUIREMENTSINSULATE ALL ACCESS DOORS/ HATCHES TO CRAWL SPACES AND ATTICS TO THEEQUIVALENT RATING OF THE WALL, FLOOR OR CEILING THROUGH WHICH THEYPENETRATE, UNO.
5. INSULATE UNDER ALL CONCRETE SLABS WITH 2” RIGID INSULATION 6. INSULATION:
ATTIC R-50 WALLS R-27 FLOORS R-19
18'-3
5/8
"1'
-11
3/8"
2'-0
3/8
"
22'-3
5/1
6"26
7.33
8" EAGLE WINDOWSFIXED & CASEMENTS
44
TOP RIDGE 3
TOP RIDGE 555
33
S. GROUND LEVEL
TOP RIDGE 4 312
EAGLE DOORS CLAD EXTERIOR
7'-0
1/2
"84
.500
"9'
-0 3
/8"
108.
375"28
'-3 3
/16"
339.
212"
9'-5
5/8
"11
3.62
5"
1'-0
5/8
"12
.625
"10
'-1 1
/8"
121.
125"
11'-1
5/8
"13
3.58
7"
TOP RIDGE 3
TOP RIDGE 2
TOP RIDGE 1
WINDOW TOP
TOP MAIN FLOOR BASEMENT CEILING
BASEMENT FLOOR
N. GROUND LEVEL
MAIN FLOOR CEILING
CULTURED STONEcsv2021t
FIBER CEMENT SIDINGCERTAINTEED Heritage Clay
METAL ROOFINGCERTAINTEED Midnight Standing Seam
CEDAR SHAKE Heritage Clay
33
6
12
22
11
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REAR ELEVATION1/4"=1'
FRONT ELEVATION1/4"=1'
212
AMARR WOOD DOORSCurtis
612
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EXTE
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R E
LEVA
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SOUTH ELEVATION1/4"=1'
NORTH ELEVATION1/4"=1'
3DB
36FH
B24
LB
24R
BF2
SB
39B
24 D
W
LSDB36L3DB18
1DB
21B
27 M
W
3DB
36FH
B24
LB
24R
BF2
SB
39B
24 D
W
LSDB36L3DB18
1DB
21B
27 M
W
Ref
.R
ange
Hoo
dD
bl O
ven
W24
48L
W24
48L
W48
1824
101 3
/8"
75"
68"
411 sq ft
AA
KIT
WA
LL E
LEV
BB
ISLA
ND
ELE
V
62 3
/4"
149"
56 3
/4"
56" 40" 27 1/2"
CL
62 1
/4"
CL
72"
CL
63"
71 1
/4"
2 1/
8"31
3/4
"18
2 5/
8"47
3/4
"
4 1/
4"
268
1/2"
204 15/16"
74 7/16" 67" 63 1/2"
210"
WORK TRIANGLE
KITCHEN
CEILING: VAULTED 120" AT WALL
187" AT CENTER
4"30
3/4
"1
1/2"
47 3
/4"
18"
2"8"
7 5/
8"11
9 5/
8"
2 1/8"31 3/4"
4 3/8"
48" 24" 48" 24" 30"
4 1/4"
47 3/4"
4 1/4"
CL
134 1/4" 134 1/4"
268 1/2"
2 1/4"36"
3/4"46 1/2"
3/4"24" 48" 24" 30" 56 1/4"
CL
62 1/4"
CL
72"
CL
63" 71 1/4"
268 1/2"
36"
18"
65 5
/8"
119
5/8"
8"33
3/8
"29
"3"
2 5/
8
36"
147"
CL
76 1/2"
CL
31 1/2"
CL
25 1/2" 13 1/2"
36" 21" 39" 24" 27"
CL
4"
CL
29"
CL
87"
ROOM NAME LABEL QTY WIDTH HEIGHT DEPTH DESCRIPTIONKITCHEN B27 MW 1 27 " 36 " 24 " BASE CABINETKITCHEN SB39 1 39 " 36 " 24 " BASE CABINETKITCHEN 1DB21 1 21 " 36 " 24 " BASE CABINETKITCHEN LSDB36L 1 36 " 36 " 36 " CORNER BASE CABINETKITCHEN 3DB18 1 18 " 36 " 24 " BASE CABINETKITCHEN 3DB36 1 36 " 36 " 24 " BASE CABINETKITCHEN FHB24L 1 24 " 36 " 24 " BASE CABINETKITCHEN B24R 1 24 " 36 " 24 " BASE CABINETKITCHEN DBL OVEN 1 30 " 102 " 24 " UTILITY CABINETKITCHEN W2448L 2 24 " 48 " 12 " WALL CABINETKITCHEN W481824 1 48 " 18 " 24 " WALL CABINETKITCHEN BF2 1 2 1/4 " 36 " 24 " FILLER BASE CABINET
KITCHEN DW 1 KITCHENAIDKITCHEN HOOD 1 TBDKITCHEN STANDARD DOUBLE OVEN 1 TBDKITCHEN REF. 1 TBDKITCHEN RANGE 1 TBDKITCHEN SINK, STAINLESS SINGLE 32" 1 KRAUSKITCHEN POT FILLER 1 KRAUS
712
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KITCHEN RAY TRACE RENDERINGFOR ILLUSTRATION ONLY NO SCALE
KITCHEN FLOOR PLAN1/2"=1'
WALL ELEVATION1/2"=1'
ISLAND ELEVATION1/2"=1'
KITCHEN & CABINET NOTES:
1. ALL CABINETS MAPLE; CONFIRM LACQUER FINISH WITHHOME OWNER PRIOR TO ORDERING.
2. SOLID WOOD SLAB DOORS. CONFIRM DOOR & DRAWERSTYLES WITH HOME OWNER PRIOR TO ORDERING.
3. INSTALL HARDWARE ON SITE.4. INSTALL CROWN MOLDING ON SITE; MATCH ISLAND
CABINET COLOR; CONFIRM PROFILE AND DIMENSION WITHHOME OWNER.
5. CUT OVEN OPENING ON SITE, SEE APPLIANCESPECIFICATIONS.
6. INSTALL HOOD AND ALL APPLIANCES PERMANUFACTURER SPECIFICATIONS.
7. ALL APPLIANCES TO BE ON DEDICATED CIRCUITS, UNOREFER TO APPLIANCE SPECIFICATIONS FOR AMP/VOLTAGE REQUIREMENTS
8. USE MIN 6" DUCT FOR HOOD. CONFIRM HOOD IS 600 CMIN.
9. CONFIRM FINAL MATERIALS FOR BACKSPLASH ANDCOUNTERTOP WITH HOME OWNER PRIOR TO ORDERIN
10. CABINET GLASS: "RAIN WATER" TEMPERED11. ALL DRAWERS TO BE TONGUE & GROOVE; GLIDES TO
SOFT CLOSE12. LED LIGHTS - UNDER WALL CABINETS AND IN GLASS W
CABINETS13. COUNTER FABRICATION: CONFIRM ALL FIXTURE
MEASUREMENTS AND CENTERLINES14. GLASS ON ISLAND COUNTER 1" TEMPERED
AA
CABINET SCHEDULE
FIXTURE SCHEDULE
KIT
CH
EN P
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S
BB
ROOM NAME LABEL QTY MANUFACTURERMASTER BATH SINK, KOHLER 2215 2 KOHLERMASTER BATH TOTO SOIREE FAUCET 3 TOTOMASTER BATH HANDRAIL - PLATFORM MOUNT 1 GREAT GRABZMASTER BATH LASCO BATHTUB 1 LASCOMASTER BATH TOWEL WARMER 1 ARTOS-WESTOVERSHOWER FAUCET VALVE, LOURE - KOHLER 2 KOHLERSHOWER GRAB BAR, WALL MOUNT 2 GREAT GRABZSHOWER STRIP DRAIN 1 CALIFORNIA FAUCETSSHOWER SHOWERHEAD, LOURE - KOHLER 1 KOHLERSHOWER LOURE - KOHLER 1 KOHLERWATER CLOSET GRAB BAR, WALL MOUNT 1 GREAT GRABZWATER CLOSET TOILET 1 GEBERITWATER CLOSET BIDET 1 GEBERIT
ROOM NAME LABEL QTY WIDTH HEIGHT DEPTH DESCRIPTION
3DB
1834
SB
3634
1DB
3034
SB
3634
3DB
1834
1DB338BF48 BF481DB338
3DB
363D
B36
3DB
36B
F3
3DB
1834
SB
3634
1DB
3034
SB
3634
3DB
1834
1DB338BF48 BF481DB338
3DB
363D
B36
3DB
36B
F3
Toilet
SHELF
Lasc
o B
atht
ub
SHELFSHELFSHELFSHELF
Bidet
U45
2490
SHELFSHELFSHELF
U45
2490
U42
2490
U36
2490
UF1
2490
SHELF
Towel Warmer
W36
5415
W36
1815
RW
3618
15R
W36
1815
RW
3654
15
178 sq ft
212 sq ft
63 sq ft
31 sq ft
DD
BA
TH S
INK
WA
LL E
LEV
EE
BA
TH W
ALL
ELE
V
GG
CLO
SE
T 1
ELE
V
HH
CLO
SE
T 2
ELE
V
IICLOSET 3 ELEV
250"
CL
26"
CL
24"
22"
4 1/
2"15
3/4
"
CL
37 1
/2"
129
3/4"
16"
56"
119
1/2"
11 7
/8"
4 1/
2"47
1/8
"
121 3/4"
6 1/2"
121 3/4"6 1/2"
29"
72"
183"
48"4 1/2"
69 1/4"6 1/2"
121 3/4"
6 1/
2"19
3"
6 1/
2"
60"
CL
42 7/8"
CL
36"42 7/8"SHOWER
MASTER BATH
MSTR CLOSET
WATER CLOSET
CEILING: VAULTED 120" AT WALL
164" AT CENTER
119
5/8"
4"28
1/2
"1
1/2"
64 5
/8"
21"
119
5/8"
259 1/2"CL
96 3/4"
CL
66" 96 3/4"2 3/4"
43" 15" 18" 36" 30" 36" 18" 15" 43"
2 3/4"
CL
72"
CL
50"
CL
15 1/2"
CL
50" 72"
259 1/2"
16"
22 7
/8"
119
5/8"
119
5/8"
47"4 1/2"
12" 36 3/8" 59 3/4"23 3/8"
4 1/2" 72"
259 1/2"
2"43"
2" 4"
12 1/2"119 1/2" 8 1/4"
60"8 1/4"
CL
86 1/2"
CL
80 3/4" 15 3/4"
CL
26 1/2"
CL
24" 26"
259 1/2"
17 1
/8"
3"12
"3"
12"
3"12
"3"
12"
3"12
"3"
12"
12 1
/2"
17"
62 1
/8"
40 1
/2"27
"92
5/8
"
CL
74 1
/8"
CL
9 1/
2"36
"
SHOWER FIXTURE C/L
TEMPERED TEMPERED 3/8"
TOWEL WARMERC/L
GRAB BARC/L
MASTER BATH 1DB3034 1 30 " 34 " 24 " BASE CABINETMASTER BATH SB3634 2 36 " 34 " 24 " BASE CABINETMASTER BATH 3DB1834 2 18 " 34 " 24 " BASE CABINET
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MASTER BATH WATERCOLORFOR ILLUSTRATION ONLY NO SCALE
BATH WALL ELEVATION1/2"=1'
CABINET SCHEDULE
BATH SINK ELEVATION1/2"=1'
MASTER BATH & CLOSET FLOOR PLAN1/2"=1'
FIXTURE SCHEDULE
DDEE
MAS
TER
BAT
H
PLAN
& E
LEVA
TIO
NS
4"
CL
CL
21"
198"CL
104 1/4" 93 3/4"
119
5/8"
10 1/2" 24" 139 1/2" 24"
10 1/2"24"
9" 99 1/4" 22 1/4" 9" 24"
7 1/
8"
25"
1/2"
6"7"
1/2"
1"13
7/8
"1"
20"
1"20
"1"
20"
1"20
"1"
19 1
/4"
1' TEMPERED GLASS SHELVES
4" X 1/8" STAINLESSBANDING 21" O/C
BOTTOM OF GAS FIREBOX
GAP FROM BOTTOMOF MANTEL TO TOPOF FIREBOX
BOTTOM OF LED SCREEN
58" 36" 36" 36" 15" 12"
2 3/4" 43" 12 1/4" 36" 36" 36" 3" 24"
36"
54"
18"
11 5
/8"
22"
8"6"
22"
1 1/
2"
12"
1 1/
2"12
"1
1/2"
33 1
/8"
119
5/8"
98 5
/8"
54"
193"
119
5/8"
51"
39"
29 5
/8"
22"
8"28
"1
1/2"
12"
1 1/
2"12
"1 1/
2"33
1/8
"
193"
24" 36" 42" 45" 45" 1"
119
5/8"
119
5/8"
119
5/8"
119
5/8"
22"
8"60
"29
5/8
"
36"
22"
1 1/
2"
12"
1 1/
2"
12"
1 1/
2"
21 1
/2"
11 5
/8"
121 3/4"
15" 9"4"
33" 33"3 3/4"
24"
15" 82 3/4" 24"
1" 24" 26" 78 1/2" 10 1/4" 15 3/4" 24" 1"
51 1/4" 18" 42" 18" 51 1/4"
180 1/2"
1"27
"2"
2"28
5/8
"51
"
8"11
9 5/
8"
28"
4"28
5/8
"51
"8"
119
5/8"
912
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FIREPLACE WALL ELEVATION1/2"=1'
CLOSET 1 ELEVATION1/2"=1'
OFFICE WALL ELEVATION1/2"=1'
CLOSET 2 ELEVATION1/2"=1'
CLOSET 3 ELEVATION1/2"=1'
OFFICE PERSPECTIVEFOR ILLUSTRATION ONLY NO SCALE
MASTER BEDROOM PERSPECTIVEFOR ILLUSTRATION ONLY NO SCALE
FIREPLACE PERSPECTIVEFOR ILLUSTRATION ONLY NO SCALE
MASTER CLOSET PERSPECTIVEFOR ILLUSTRATION ONLY NO SCALE
GG
II
FF
INTE
RIO
R E
LEVA
TIO
NS
HH
CC
CRAFTSMAN GLASS / CLADENTRY, EXTERIOR
GLASS / CLADEXTERIOR
FRENCH DOORSINTERIOR
SHAKER PANELINTERIOR WOOD / EXTERIOR METAL
GRID 1 1/2"
CRAFTSMAN GRID STYLEHORIZONTAL GRID 1 1/8"VERTICAL GRID 7/8"
DN
W05 W16
D26
D26
D25
D08
D16
D29
D24 D24
W15
D27D18
W04W04
W08W08
W06
W11
W07
D10
D28
W16W16W16
D13
D11D25
D09
D21W06W07
W12
D12
W13
W06W07
D17
W03
W01
W01
W01
D06D01
D01
D03
D02
D03
D02
D07
D04
4068
W02
D05
UP
NUMBER FLOOR QTY SIZE WIDTH HEIGHT R/O HEADERD01 0 1 2868 R IN 32 " 80 " 34"X82 1/2" 2X6X37" (2)D02 0 2 2868 L 32 " 80 " 34"X82 1/2" 2X6X37" (2)D03 0 1 2868 L IN 32 " 80 " 34"X82 1/2" 2X6X37" (2)D04 0 1 2880 R IN 32 " 96 " 34"X98 1/2" 2X6X37" (2)D05 0 1 3068 R IN 36 " 80 " 38"X82 1/2" 2X6X41" (2)D06 0 1 5068 L/R EX 60 " 80 " 62"X83" 2X10X65" (2)D07 0 1 5068 L/R 60 " 80 " 62"X82 1/2" 2X8X65" (2)D08 0 2 21068 L IN 34 " 80 " 36"X82 1/2" 2X6X39" (2)D09 1 2 3080 R 36 " 96 " 38"X98 1/2" 2X6X41" (2)D10 1 1 3076 R IN 36 " 90 " 38"X92 1/2" 2X6X41" (2)D11 1 1 3080 L EX 36 " 96 " 38"X99" 2X8X41" (2)D12 1 1 2880 R 32 " 96 " 34"X98 1/2" 2X6X37" (2)D13 1 1 3080 L EX 36 " 96 " 38"X99" 2X6X41" (2)D14 1 1 3080 R EX 36 " 96 " 38"X99" 2X6X41" (2)D16 1 1 5068 R IN 60 " 80 " 60"X80" 2X8X63" (2)D17 1 1 5068 L/R IN 60 " 80 " 62"X82 1/2" 2X8X65" (2)D18 1 1 5080 L/R 60 " 96 " 62"X98 1/2" 2X8X65" (2)D21 1 1 6090 L/R EX 72 " 108 " 74"X111" 2X10X77" (2)D24 1 2 5080 L/R EX 60 " 96 " 62"X99" 2X8X65" (2)D25 1 1 3080 L 36 " 96 " 38"X98 1/2" 2X6X41" (2)D26 1 2 5080 L/R IN 60 " 96 " 62"X98 1/2" 2X8X65" (2)D27 1 1 3080 L IN 36 " 96 " 38"X98 1/2" 2X6X41" (2)D28 1 1 9090 R 108 " 108 " 110"X111" 2X12X116" (2)D29 1 1 18090 R 216 " 108 " 218"X111" 2X12X224" (2)
NUMBER QTY FLOOR WIDTH HEIGHT R/O EGRESS TEMPERED DESCRIPTION HEADERW01 3 0 36 " 24 " 37"X25" FIXED GLASS 2X6X40" (2)W02 1 0 48 " 30 " 49"X31" YES DBL CASEMENT-LHL/RHR 2X8X52" (2)W03 1 0 48 " 60 " 49"X61" YES DBL CASEMENT-LHL/RHR 2X8X52" (2)W04 1 1 26 " 60 " 27"X61" SNGL CASEMENT-HL 2X8X30" (2)W05 1 1 32 " 64 " 33"X65" YES SNGL CASEMENT-HR 2X6X36" (2)W06 3 1 36 " 80 " 37"X81" SNGL CASEMENT-HL 2X10X40" (2)W07 3 1 36 " 80 " 37"X81" SNGL CASEMENT-HR 2X10X40" (2)W08 1 1 42 " 60 " 43"X61" DBL CASEMENT-LHL/RHR 2X8X46" (2)W11 1 1 48 " 80 " 49"X81" FIXED GLASS 2X10X52" (2)W12 1 1 54 " 54 " 55"X55" YES SNGL CASEMENT-HR 2X8X58" (2)W13 1 1 54 " 80 " 55"X81" YES DBL CASEMENT-LHL/RHR 2X10X58" (2)W15 1 1 118 " 22 " 119"X23" MULLED UNIT-HR 2X12X122" (2)W16 4 1 70 " 22 " 71"X23" MULLED UNIT-HR 2X8X74" (2)W17 2 2 42 " 28 " 43"X29" FIXED GLASS 2X6X46" (2)W18 2 2 42 " 54 " 43"X55" FIXED GLASS 2X6X46" (2)W19 1 2 70 " 22 " 71"X23" MULLED UNIT-HR 2X8X74" (2)
1012
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DO
OR
& W
IND
OW
SC
HED
ULE
SR
IVE
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TO
NE
Rev
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DOOR & WINDOW NOTES:
1. BEDROOM WINDOWS SILL FINISHED MUST BE WITHIN 44: OFTHE FLOOR AND PROVIDE MINIMUM CLEAR OPENINGS OF 5.7SQ. FEET WITH HEIGHT DIMENSION NOT LESS THAN 24" ANDWIDTH DIMENSION NOT LESS THAN 20" - HRC R310.1-R310.1.4
2. MAIN FLOOR DOORS SHALL BE 8’. BASEMENT DOORS SHALLBE 6' 8", UNO.
3. ALL DOORS SHALL BE SOLID CORE 1 3/4" THICK, UNO 4. INTERIOR DOORS SHALL BE STAINED. ENTRY DOOR TO BE
DEFINED BY HOME OWNER PRIOR TO ORDERING 5. DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1
3/4" TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 60MINUTES. DOOR SHALL BE SELF CLOSING
6. EXTERIOR EXIT DOORS SHALL BE 36" MIN. NET CLEAR DOORWAY SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROMINSIDE WITHOUT THE USE OF A KEY OR ANY SPECIALKNOWLEDGE OR EFFORT. GLAZING IN DOORS SHALL BE DUALPANE SAFETY GLASS WITH MIN. U-VALUE OF 0.60
7. GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS 8. ALL GLAZING WITHIN 18 IN. OF THE FLOOR AND/OR WITHIN
24 IN. OF ANY DOOR (REGARDLESS OF WALL PLANE) ARE TOHAVE SAFETY GLAZING. ALL GLAZING WITHIN 60 IN. OF TUBOR SHOWER FLOOR, 60 IN. OF A STAIR LANDING OR GREATERTHAN 9 SQUARE FEET ARE TO HAVE SAFETY GLAZING
9. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED ANDALL EXTERIOR DOORS ARE TO BE SOLID CORE WITHWEATHERSTRIPPING.
10. ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZEDWITH SAFETY GLASS.
DOOR / WINDOW SCHEDULE - MAIN FLOOR3/16"=1'
DOOR / WINDOW SCHEDULE - BASEMENT3/16"=1'
WINDOW ENERGY RATINGSLow-E4 \High Altitude Windows U-Factor SHGC VLT CR Casement 0.39 0.3 0.49 52 Double Hung 0.35 0.27 0.46 49 Slide-By 0.37 0.28 0.48 49 Fixed \ Auxiliary 0.32 0.32 0.54 51
U-Factor - Rate of Heat Loss = 1/RSHGC - Solar Heat Gain CoefficientVLT- Visible Light TransmittanceCR - Condensation Resistance
WOOD WINDOWS WITH CLAD EXTERIORSEE ENERGY RATINGS
INTERIOR WINDOW MATERIALS: STAINEDWITH FACTORY FINISH
WINDOW HARDWARE TO BE OWNERSELECTED AT TIME OF ORDER
WINDOW ROUGH OPENING: 1/2" FOR TOP/BOTTOM & 1/2" FOR SIDES, UNO BY MFG.
WINDOW SCHEDULE
SIMPSON H1
SONO TUBE TYP.
SIMPSON ABU44 POSTCOLUMN TO FOUNDATION
SIMPSON H2.5ABOTH SIDES
4 X 8" TREATED BEAM
SIMPSON BC60
SIMPSON BC40
CRAWL SPACE
SIMPSON ABU88 POST TOCOLUMN CONNECTOR
11 7/8" I-JOISTS
SHEATHING
2 - 2" X 6" LEDGERS
7" X 5/8" LAG BOLT W/WASHERCOUNTER SINK
RIGID INSULATION
3" X 1/2" x LAG BOLT w/WASHER
RIGID INSULATION
FIBER CEMENT LAP SIDING
VAPOR BARRIER
STONE CAP
MFG. STONESCRATCH MESH
DECK PLANKS
SIMPSON IUS1.81 I-JOIST HANGER
DRIP EDGE
4" X 1/2" LAG BOLTW/WASHER
SIMPSON HTU26 HANGER
2 X 8" TREATED JOISTS
DRAINAGE SYSTEM
TREATED SILL PLATE
TERMITE FLASHING
VAPOR BARRIER
INTERIOR FINISH
7/8" FINISH FLOOR
BATT INSULATION
SIMPSON HTU26 JOIST HANGER
CAST-IN-PLACE ANCHOR BOLT
SILL SEALER
3/4" T&G SUBFLOOR
DECORATIVE SOFFITATTACH TO RAFTER
FLOOR TRUSS
2" RIGID INSULATION FOAMUNDER BASEMENT SLAB
RISERS 7"
TREADS 11"
HANDRAIL 36"
MIN. HEADROOM 7' - 6"
BLOCKING
NOTCHEDSTRINGER
DECORATIVE SOFFITATTACH TO ROOFTRUSS
I JOISTS OVERCRAWLSPACE
5.5" X 11.5"STRUCTURALGLULAM BEAM
HAND FRAMETO TRUSS
STICK FRAME DORMERLEAVE OPTION FOR OPENINGIN CEILING FOR GARAGECONFIRM WITH HOMEOWNER
APPLY 6" VINYL MOLDINGABOVE STEM WALL
2" RIGID INSULATION FOAM
7'-9
1/8
"93
1/8
"
7'-8
3/4
"92
3/4
"
9'-4
1/8
"11
2 1/
8"
7'-8
3/4
"92
3/4
" 7'-8
3/4
"92
3/4
"
7'-8
3/4
"92
3/4
"
TT TT T T
GARAGEFLOOR
NAILS 10d x 1 ½”
SIMPSON BA2.56I-JOIST HANGER
11 7/8" I-JOISTS
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STAIR SECTION1/4" = 1'
STAIR NOTES:
1. STAIRWAYS SHALL HAVE A MIN. WIDTH OF34". HAND RAILS MAY ENCROACH A MAX.OF 3 1/2" INTO THE REQUIRED WIDTH.
2. TREADS SHALL HAVE A MIN. WIDTH OF 10".STAIR TREADS MUST BE UNIFORM ANDCAN NOT VARY FROM THE LARGEST TOTHE SMALLEST BY MORE THAN 3/8".
3. STAIRWAYS SHALL HAVE MIN. 6'-8" OFHEADROOM AT THE NOSE OF THE STAIR.
4. ENCLOSED USABLE SPACE UNDERINTERIOR STAIRS SHALL BE PROTECTEDON THE ENCLOSED FACE WITH 5/8" TYPE"X" GYPSUM WALL BOARD.
5. STAIRWAYS SHALL HAVE AT LEAST ONEHANDRAIL LOCATED 36" ABOVE THENOSING OF TREADS AND LANDINGS. THEHAND GRIP PORTION OF HANDRAILS SHALLNOT BE LESS THAN 1-1/2" OR GREATERTHAN 2" IN CROSS-SECTIONAL DIMENSION.
6. HANDRAILS SHALL BE CONTINUOUS THEFULL LENGTH OF THE STAIRS. THE ENDSOF HANDRAILS SHALL RETURN TO WALLOR TERMINATE INTO A NEWEL POST ORSAFETY TERMINAL.
7. STAIRWAYS HAVING LESS THAN 2 RISERSDO NOT REQUIRE A HAND RAIL.
8. GUARDRAILS SHALL BE PROVIDED FOR ATPORCHES, DECKS, BALCONIES,STAIRWAYS AND LANDINGS WHERE THEADJACENT SURFACE IS GREATER THAN 24"BELOW AND SHALL HAVE A 34" MIN.HEIGHT
9. RAILING AND GUARDRAIL BALUSTERSPACING SHALL BE NO GREATER THAN 4".
10. THE TRIANGULAR OPENINGS FORMED BYTHE RISER, TREAD, AND BOTTOM OFGUARDRAIL SHALL NOT ALLOW A 6"DIAMETER SPHERE TO PASS THROUGH.
STAIR SECTION1/4" = 1'
STAIR SECTION1/2" = 1'
FLOOR I-JOIST HANGER DETAIL1" = 1'
DECK & FLOOR PLATFORM DETAIL1/2" = 1'
SECTION AT GARAGE, WEST1/4" = 1'
SECTION AT MASTER BATH1/4" = 1'
S611S611
SECTION AT KITCHEN, WEST1/4" = 1'
SEC
TIO
NS
& D
ETAI
LS
S711S711
S511S511
D311D311
D411D411
D211D211
D611D611
TRUSS FORMSCEILING VAULT
NAILS 10d x 1 ½”
SIMPSON BA2.56I-JOIST HANGER
DECORATIVE SOFFITOVER WALL CABINETSAND KITCHEN ISLAND
CROSS MEMBER SOFFITS6"W X 8"H 18" O/CINSTALL ELECTRICALCANS
11 7/8" I-JOISTS
TREY CEILINGHAND FRAME 8:12 PITCH
STEP STEM WALL A. 24" BELOW FROST LINE
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S212S212
SECTION AT OFFICE1/4" = 1'
S312S312
S412S412
SECTION AT ENTRY1/4" = 1'
SECTION AT GARAGE NORTH1/4" = 1'
SECTION AT MASTER BEDROOM1/4" = 1'
S112S112
SEC
TIO
NS
& D
ETAI
LS
A.B.P. / N.A.B.PTYP.
2854SC 510110MU
5080
5080
3080
3080
5068
1809
0
5080 5080
910110MU
30805080
2250
SC
3650
DC
3068
SC
4068
FX30
68S
C
3080
9090
510110MU510110MU510110MU
3080
3080 2880
3076
60903068SC3068SC
4646
SC
3080
4668DC
3068SC3068SC
5068
D614
D614
D614
D614
1313
44
55
66
33
77
1414
99
88
1010
1212
1111
22
11
BEAM POCKET ABOVE5.5" POST POINT LOAD
CARRY TO FOUNDATION WALL
1312
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SHEAR WALL & FRAMING PLAN1/4"=1'
FRAMING OVERVIEWSFOR ILLUSTRATION ONLY NO SCALE
WALL PANEL NOTES: B.P. BRACED WALL PANEL3'-0" MIN. LENGTH w/ 1/2" PLYWOOD AND 8d COMMONS 6" O/C AT ALL PANEL EDGES, 12" O/C FIELD. I.B.P. INTERIOR BRACED WALL PANEL1/2" GYP. BD PER R 602.10.3(5); 1/2 GWB EACH SIDE w/ #6 X 1 1/4 TYPE S OR W SCREWS PERS ASTM C1002 @ 7" O/C @ ALL SUPPORTS A.B.P. ALTERNATE BRACED WALL PANEL2'-8" MIN. WIDTH w/ 1/2" PLYWOOD AND 8d COMMONS 6" O/C AT ALL PANEL EDGES, 12" O/C FIELD & (2) A.B. PER PANEL LOCATED AT 1/4 POINTS & 1800# MIN. HOLD DOWN EACH END *HPAHD22 OR STD10) N.A.B.P. NEW ALTERNATE BRACED WALL PANEL2'-0" MIN. WIDTH. CONTINUOUS HEADER. ALL OTHER SAME AS A.B.P. FRAMING & STRUCTURAL NOTES1. BRACED-WALL PANELS SHALL BEGIN NO MORE THAN 12 1/2 FT. FROM EACH
END OF A BRACED-WALL LINE (8 FT. FOR IBC SDC D-E AND IRC SDC D0-D2PROVIDE IRC R602.11 REQUIREMENTS ARE MET).
2. WINDOW ROUGH OPENING: 1/2" FOR TOP/BOTTOM & 1/2" FOR SIDES.CONFIRM WINDOW MFG. SPECS. BEFORE FRAMING.
3. WALL HEADERS: (2) 2" X 10" DF 2 TYP. INSULATED, UNO4. PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO
JOISTS.5. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.
R502.12.6. PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND
COLUMNS TO RESIST LATERAL DISPLACEMENT.7. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL
WOOD IN PERMANENT CONTACT WITH CONCRETE SHALL BE PRESSURETREATED UNLESS AN APPROVED BARRIER IS PROVIDED.
LUMBER SPECIES:A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2B. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTERC. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2.D. ALL STUDS TO BE DF#2 OR BETTER.E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 5/8" PLYWOOD. WALL SHEATHING SHALL BE 1/2'' INT-APA RATED OR 7/16'' OSB. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB.
SHEA
R W
ALL
LOC
ATIO
NS
SIMPSON Strong-TieR
DTT2Z
12'-4
1/4
"
18'-2"
20'-2"
5/8"~ x 10" A.B.
MAX HEIGHT
A. 1000 LB TIEDOWN DEVICE
CONTINUOUS 3" X 12" HEADER
SIMPSON STHD14 STRAP OR DTT2Z OR EQUIV.(EMBEDDED INTO CONCRETE AND NAILED INTOFRAMING) OR SIMPSON 'HDU4' HOLD-DOWNS W/5.5" X 16" SIMPSON SSTB20 A.B.S.
12" MIN. THICKNESS WOOD STRUCTURALPANEL SHEATHING
2 X 6 FRAMING
A. WIDTH= 12" FOR ONE STORY STRUCTURESB. WIDTH= 24" FOR USE IN THE FIRST OF TWOSTORY STRUCTURES
FASTEN SHEATHING TO HEADER W/ 8d COMMON ORGALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND3" O/C IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
SIMPSON 'LSTA 18' STRAP OR EQUIV.
FASTEN TOP PLATE TO HEADER W/ TWO ROWS OF 16d SINKERNAILS @ 3" O/C TYP. TYPICAL PORTAL FRAME
CONSTRUCTIONFOR A PANEL SPLICE (IF NEEDED), PANEL EDGESSHALL BE BLOCKED, ANDOCCUR WITHIN 24" OF MID-A. ONE ROW OF TYP.SHEATHING-TO-FRAMING NAILING IS REQUIRED. IF 2X4BLOCKING IS USED, THE 2X4'SMUST BE NAILED TOGETHERWITH 3 16d SINKERS
A. DOUBLE 2X6 POST
SIMPSON 'LSTA18'STRAP OR EQUIV.
10'-1
1/2
"
15'-8
1/2
"18
8 1/
2"
3'-4 3/4"3'-7"9"3'-7"9"3'-7"9"3'-7"3'-2"
9 3/4"3'-7" 2'-3"
10 1/2"
11 3
/4"
2'-2
"2'
-5 1
/4"
1'-1
1/2
"7
1/2"
5'-1
"3'
-3 1
/2"
7'-11" 22'-11"
5'-7
3/8
"10
'-1 1
/8"
2" x 6"
6
12
2" x 8"
10 7
/8"
11 1
/4"
8'-3
"
9'-2"
10 7
/8"
11 1
/4"
8'-3
"
18'-2"
A.B.P. / N.A.B.PTYP.
1412
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WAL
L FR
AMIN
G
7. W MBR WALL1/4" = 1' 10. S MSTR BATH WALL
1/4" = 1'
12. E KITCHEN WALL1/2' = 1'
11. S KITCHEN WALL1/4" = 1'
8. W MBR WALL1/4" = 1' 9. W MSTR BATH WALL
1/4" = 1'
1 N. GARAGE WALL1/4" = 1'
GARAGE PORTAL FRAME DETAIL3/8"=1'
2 W. GARAGE WALL1/4" = 1'
3 ENTRY WALL1/4" = 1'
4 STAIRWELL WALL1/4" = 1'
5 OFFICE WALL1/4" = 1'
6 N MBR WALL1/4" = 1'
14. E LG GARAGE WALL1/4" = 1'
13. E SM GARAGE WALL1/4" = 1'
WALL PANEL NOTES: B.P. BRACED WALL PANEL3'-0" MIN. LENGTH w/ 1/2" PLYWOOD AND 8d COMMONS 6" O/C AT ALL PANEL EDGES, 12" O/C FIELD. I.B.P. INTERIOR BRACED WALL PANEL1/2" GYP. BD PER R 602.10.3(5); 1/2 GWB EACH SIDE w/ #6 X 1 1/4 TYPE S OR W SCREWS PERS ASTM C1002 @ 7" O/C @ ALL SUPPORTS A.B.P. ALTERNATE BRACED WALL PANEL2'-8" MIN. WIDTH w/ 1/2" PLYWOOD AND 8d COMMONS 6" O/C AT ALL PANEL EDGES, 12" O/C FIELD & (2) A.B. PER PANEL LOCATED AT 1/4 POINTS & 1800# MIN. HOLD DOWN EACH END *HPAHD22 OR STD10) N.A.B.P. NEW ALTERNATE BRACED WALL PANEL2'-0" MIN. WIDTH. CONTINUOUS HEADER. ALL OTHER SAME AS A.B.P. FRAMING & STRUCTURAL NOTES1. BRACED-WALL PANELS SHALL BEGIN NO MORE THAN 12 1/2 FT. FROM EACH
END OF A BRACED-WALL LINE (8 FT. FOR IBC SDC D-E AND IRC SDC D0-D2PROVIDE IRC R602.11 REQUIREMENTS ARE MET).
2. WINDOW ROUGH OPENING: 1/2" FOR TOP/BOTTOM & 1/2" FOR SIDES.CONFIRM WINDOW MFG. SPECS. BEFORE FRAMING.
3. WALL HEADERS: (2) 2" X 10" DF 2 TYP. INSULATED, UNO4. PROVIDE DOUBLE JOISTS. UNDER ALL WALLS RUNNING PARALLEL TO
JOISTS.5. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC.
R502.12.6. PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND
COLUMNS TO RESIST LATERAL DISPLACEMENT.7. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL
WOOD IN PERMANENT CONTACT WITH CONCRETE SHALL BE PRESSURETREATED UNLESS AN APPROVED BARRIER IS PROVIDED.
LUMBER SPECIES:A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2B. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTERC. SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2.D. ALL STUDS TO BE DF#2 OR BETTER.E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 5/8" PLYWOOD. WALL SHEATHING SHALL BE 1/2'' INT-APA RATED OR 7/16'' OSB. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB.
D614D614
FTR
-16
FTR
-16
FTR
-16
FTR
-17
FTR
-20
FTR
-17
FTR
-17
FTR
-17
FTR
-17
FTR
-17
FTR
-20
FTR
-19
FTR
-20
FTR
-20
FTR
-20
FTR
-20
FTR
-20
FTR
-21
FTR
-21
FTR
-21
D311D311
D411D411
D611
D611
D611
D611
D211D211
PLANT SHELF ABOVEFOUNDATION WALLTO MAIN FLOOR.USE MAIN FLOORFINISH ON SURFACE
TRUSS FRAME
TRUSS FRAME
D715D715
RAISED STEM WALL. HANG FLOOR IJOISTS
IJOIST BLOCKING
IJOIST BLOCKING
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FRAMING NOTES:
1. ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 AND LARGERLUMBER SHALL BE DOUGLAS FIR NO.1 OR BETTER, UNO.
2. I-JOISTS AND LVL MEMBERS MUST BE INSTALLED IN COMPLIANCE WITH THEIRLISTINGS.
3. ALL TRUSSES SHALL BE ENGINEERED AND STAMPED WITH A SEPARATEENGINEERED DOCUMENT.
4. PRE-MANUFACTURED WOOD JOISTS & TRUSSES SHALL BE OF THE SIZE ANDTYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUSS / JOISTCOMPANY. NO MEMBERS SHALL BE MODIFIED AND MUST BE INSTALLED INCOMPLIANCE WITH THEIR LISTINGS. PROVIDE BRIDGING IN CONFORMANCE WITHTHE MANUFACTURERS RECOMMENDATIONS. MEMBERS AND BRIDGING SHALL BECAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THEMANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPERINSTALLATION OF THE JOISTS & TRUSSES IN WRITING TO THE CONTRACTOR/ENGINEER. PRE-MANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED,PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS,DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND ISENGINEER OR ICBO APPROVED.
5. ALL JOISTS AND RAFTERS SHALL HAVE SOLID BLOCKING AT THEIR BEARINGPOINTS. CONNECT BLOCKING TO TOP OF WALL W/ SIMPSON A34 FRAMINGANCHORS. ROOF JOIST TO HAVE HURRICANE CLIPS @ 48” O.C. OR SIMPSON H-1HURRICANE CLIPS @ 24” O/C
6. ALL WOOD CONNECTIONS MUST CARRY THE CAPACITY OF THE MEMBER. THECONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS. IF OTHER THAN STANDARDCONNECTIONS ARE REQUIRED, CONTACT PROJECT ENGINEER FOR ASSISTANCE.USE SIMPSON OR OTHER ICC LISTED CONNECTIONS.
7. ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALLBE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. HANGERS NOT SHOWN SHALLBE SIMPSON HU (OR EQUAL) OF SIZE RECOMMENDED FOR MEMBER.
8. NAILS: ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALLFRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS.FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR IRC TABLE R602.3(1).
9. THRUST SHALL BE ELIMINATED BY THE USE OF COLLAR TIES OR CEILING JOISTS,WHERE REQUIRED.
10. BEVELED BEARING PLATES ARE REQUIRED AT ALL BEARING POINTS FOR BCI & TJIRAFTERS.
11. ALL COLUMNS SHALL EXTEND DOWN THRU THE STRUCTURE TO THE FOUNDATION.ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS. COLUMNS SHALL BE THESAME WIDTH AS THE MEMBERS THAT THEY ARE SUPPORTING.
12. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2” THICK 2-M-W SHEATHING OREQUAL W/ 8D COMMON NAILS @ 6” O.C. @ EDGES @ 12” O.C. IN FIELD, UNO.SHEATHING SHALL BE CONTINUOUS ACROSS ALL HORIZONTAL FRAMING JOINTS.
13. ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAINPERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOFSHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGESSUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2XFRAMING AT ALL PANEL EDGES. SHEATH ROOF PRIOR TO ANY OVER FRAMING.
14. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCTSTANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108PERFORMANCE STANDARDS. UNO, PANELS SHALL BE APA RATED SHEATHING,EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS.PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APARECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESSOTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.
15. GLULAM BEAMS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCTSTANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICANINSTITUTE OF TIMBER CONSTRUCTION, ATTIC 117. EACH MEMBER SHALL BEAR ANATIC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATEOF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELYAFTER TRIMMING IN EITHER SHOP OR FIELD.
16. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON (OR EQUAL). 17. SUBSTITUTES FOR TJI’S AND MICROLAM MEMBERS MAY BE MADE ONLY WITH THE
PROJECT ENGINEER’S WRITTEN APPROVAL. 18. GLULAM BEAMS SHALL BE 24F-V4 DF/DF OR EQUAL FOR SIMPLE SPANS, AND 24F-V8
DF/DF FOR CONTINUOUS SPANS. 19. “VERSA-LAM” & “MICRO-LAM MEMBERS SHALL BE GRADE 2.0 E. 20. ANY WOOD IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED. 21. ALL WOOD CONNECTORS SHALL BE INSTALLED W/ ALL REQUIRED FASTENERS IN
COMPLIANCE W/ THEIR WRITTEN APPROVAL. 22. ALL RAFTERS TO BE 11 7/8”, UNO. 23. ALL HANGERS TO BE “SIMPSON” OR EQUAL. 24. ALL HEADERS TO BE INSULATED (2) 2 X 12, UNO.
FLO
OR
FR
AMIN
G
FLOOR FRAMING PLAN TRUSS FRAMING FOR ILLUSTRATION ONLY 1/4"=1'
FLOOR FRAMING OVERVIEWFOR ILLUSTRATION ONLY NO SCALE
A. FLOOR TRUSS FTR-161/2"=1'
D715D715
TR-0
TR-1
TR-2
TR-3
TR-8
TR-4
TR-5
TR-6
TR-7
TR-9
TR-1
0
TR-1
1
TR-1
2
TR-1
3
TR-1
5
TR-1
8
TR-1
4
2'2'2'2'2'2'2'2'1'-10 1/4"2'-1 3/4"2'2'2'2'2'2'-5 5/8"
TRUSS FRAME
DORMER OPENING
D817D817
D917D917
SUB-FASCIA
SHEATHING
12" ENERGY HEELFASCIA (2)
SOFFIT
FLASHING
ROOFING MEMBRANEFINISH ROOFING
SCREENED VENT
FASCIA (1)
SHEATHINGINSULATION
FINISH SIDING
612
RIGID INSULATION
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ROOF FRAMING NOTES: COMBINATION HAND FRAME AND TRUSS FRAMING FOR ROOF
1. TRUSS DRAWING IS FOR ILLUSTRATION ONLY. ALL TRUSSES SHALL BEINSTALLED & BRACED TO MANUFACTURER'S DRAWINGS &SPECIFICATIONS.
2. ALL TRUSSES SHALL CARRY MANUFACTURER'S STAMP.3. ALL TRUSSES SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING
DEPT. APPROVAL OF ENGINEERING CALCULATIONS.4. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR
FRAMING INSPECTION.5. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER
TO BE PROVIDED BY TRUSS MANUFACTURER.6. ALL ROOF FRAMING 24" O.C.7. ALL OVERHANGS 16".8. INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND
PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUNDDOOR AND WINDOW ROUGH OPENING CAVITIES.
9. ATTIC VENTILATION: REQUIRED ABOVE HOUSE.10. MIN. LOAD 50 LBs PER SQUARE FOOT.11. WALL HEADERS: (2) 2 X 10 DF 2 TYP. UNO12. ROOF & FLOOR TRUSS MANUFACTURER: _______________________
RO
OF
& F
RAM
ING
PLAN
ROOF EVE W/ ENERGY HEEL1"=1'
ROOF FRAMING PLANFOR ILLUSTRATION ONLY NO SCALE
TYP. ROOF TRUSS TR-5 W/ ENERGY HEEL & CEILING VAULT
1/4"=1'
ROOF FRAMING PLAN1/4"=1'
D817D817
D817D817
REVISION TABLELABEL DATE REVISED BY DESCRIPTION16-R1 JAN. 10 SH TRUSSES TO REPLACE HAND FRAMING IN KITCHEN16-R2 JAN. 20 SH STRUCTRUAL BEAM ADDED BETWEEN ENTRY/KITCHEN16-R3 FEB. 4 SH TREY CEILING ADDED TO MSTR BEDROOM
MASTER BDRM
OFFICE
SHOWER
MASTER BATH
GARAGE
LIVING
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MSTR CLOSET
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MUD ROOM
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COFFEREDCEILING
1. 125" AT CENTER8" X 24" SOFFIT AT WALL
5" CROWN MOLDINGINSIDE COFFER
VA
ULT
ED
CE
ILIN
G 6
:12
WH
ITE
WA
SH
CE
DA
R
ENTRY
TRAY CEILING
1. 125" AT WALL2. 125" AT CENTER
DECKWATER CLOSET
4H" X 8W" SLOPPED SOFFIT 6:12 48" O/CPAINT GRADE
PORCH
VA
ULT
ED
CE
ILIN
G 6
:12
WH
ITE
WA
SH
CE
DA
R
VAULTED CEILING 3:12
8H" X 36W" FLAT SOFFITABOVE ISLAND & WALL CABINETSPAINT GRADE
8:12
VAULTED CEILING 3:12
8"H X 6"W FLAT SOFFIT18" O/CPAINT GRADE
6"H X 8W" FLAT BEAM SOFFITPAINT GRADE
22H" X 9W" SLOPPEDDECORATIVE BEAM / SOFFIT 3:12 3" GAP, PAIRING 48" O/CSTAIN GRADE
CEILING HEIGHT151.125"
8:12
8:12
5.5" X 11.5" GLULAM BEAMPAINT GRADE
8:12
PANTRY
OPTIONALDORMEROPENING
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CEILING PLAN 1/8"=1'
KITCHEN CEILINGFOR ILLUSTRATION ONLY NO SCALE
MASTER BEDROOM CEILINGFOR ILLUSTRATION ONLY NO SCALE
CEI
LIN
G P
LAN
OFFICE CEILING FOR ILLUSTRATION ONLY NO SCALE
Toilet
Lasc
o B
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Bidet
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Ref
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Dry
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Hoo
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WH
Wat
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Gas
Hea
ter
Cen
tral
Vac
Heat Pump
Wat
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ofte
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Towel Warmer
VAC
VA
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VA
C
VAC
Gar
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Doo
r O
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Gar
age
Doo
r O
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SP
SPSP
SPSP
SP
SP
SPSP
SP
SP
GD
M
DW
RRRRR
R R
R
R
RR
R
R
R RR R
R R R R
RR
R4
R4
R
R
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R
R
R
R4
R4
R4
R4
R4
R4
R
R
R
R
R
R
RR
R
R
R
R
GFCI GFCITW
T
T
GFCIGFCI
44 4 3
CW
CD
GFCI
GFCI
GFCI
GFCI
WP WP
GFCI3 34
4 44 4 44
3 4
R
CT
H
R
GFCI
GFCI
C5/TV
EP
WP
GFCI
GFCIGFCIGFCI
WP
R
GFCI
GFCI
GFCI
C5/TV
3
4 3 3
3
WP
GFCI
C5
C5
C5/TV
WP
EP
GFCI3
3
GFCI
GFCI
GFCI
GFCI
3
C5/TV
WP
GFCI
3
CL
28"
CL
76"
CL
28"
CL CL
52"
CL
42 1
/4"
CL
48"
CL
48"
CL CL
48"
CL
48"
CL
48"
CL
48" 15"
CL
24 1/4"
CL
93 3/4" 61 1/2"
CL CL
48"
CL
48" 34 7/8"
CL
CL
48"
CL
48"31 1/2"
218 1/2"
CL
64 1/8"
CL
48"
CL
48"
CL
48"
CL
67 5
/8"
70 5
/8"
CL
63 1
/8"
73 5
/8"
CL
61"61"
CL
53 7/8"
CL
20 1
/2"
CL
32"
CL
28 7/8"
CL
28 7/8"32"
CL CL
19"
CL
15 5/8"
CL
32 3/4" 31 3/8"
CL
26 1
/4"
CL
54"
CL
54"
CL
54"
CL
54"
32 3
/4"
CL
61 1
/2"
CL
48"
CL
48"
CL
48"
54"
MASTER BDRM
OFFICE
SHOWER
MASTER BATH
GARAGE
LIVING
POWDER
MSTR CLOSET
KITCHEN
STAIRWAY
MUD ROOM
CLO
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GA
S F
IRE
PLA
CE
VE
NTI
NG
TH
RU
CR
AW
L S
PA
CE
&B
ELO
W D
EC
K
ENTRY
G
G
DECK
G
NETWORK ACCESSPANEL
WATER CLOSET
HS
USB
USB
PORCH
HS
HS
G
ACCESS PANEL FORJETTED TUB
THERMO FOR HEATEDFLOOR. REQUIRES
DEDICATED CIRCUIT
A. PANEL 400AMP SERVICE
HS
PANTRY
VAC
WP
GDDWM
R4 RR
CD RCW
WP
TW
R
GFCI
CT H
3 4
T
C5/TVC5
CEILING FAN WITH LIGHT
ELECTRICAL LEGEND
OTHER MEP
G
USB
SP
COOK TOP / COOK HOOD / WASHER / DRYER/ WALL OVEN
HS
LIGHTING
RECESSED 4" & 6" CANS / WET RATED
PENDANTS / WALL LAMP / SCONCE
UNDER CABINET / FLUORESCENT
FAN / FAN LIGHT. 200 CFM MIN.
SWITCH / 3-WAY / 4-WAY
OUTLETS - USB 5V & 120V / 120V WALL &CEILING GFCI / WATER PROOF / 220VAPPLIANCE SPECIFIC: REFRIGERATOR /MICROWAVE / DISH WASTER / DISPOSAL
DIRECT WIRED / TOWEL WARMER / WHIRLPOOL
SWITCHES / OUTLETS
CAT5 / CAT5 & COAX RG6QS / CENTRAL VAC /HOME SECURITY PANEL
SMOKE DETECTOR / THERMOSTAT / GASCONNECTION / DOOR BELL
SPEAKERS: CEILING MOUNTED. WALLCONTROLLED VOLUME
Tiol
et
Tub-Shower
Tiolet
VAC
VACR4R4R4
RRRR
RRRR
R R R
R R
R
R
R
R
R
R
R
C5/TV
C5/TV
C5/TV
C5/TV
GFCI
GFCI RC5/TVGFCI GFCI
GFCI 3
GFCI 3
T
T
4
WP
33
34
GFCI
GFCI
BEDROOM 2
CRAWL SPACE
JAC
K/J
ILL
BA
TH
CLO
SE
TENTERTAINMENT ROOM
WINE CELLAR
HS
TO STAIRWAY LIGHTS
POWDER 2
WINE ROOM
THERMO FOR HEATEDFLOOR. REQUIRES
DEDICATED CIRCUIT
CLO
SE
T
G
BEDROOM 3
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ELECTRICAL, DATA, & AUDIO NOTES: HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TOVERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE,DATA, PHONE, AUDIO, VACUUM, ETC.
ELECTRICAL NOTES: 1. PROVIDE MIN. 400 AMP SERVICE TO MAIN PANEL2. ALL APPLIANCES & UTILITIES TO HAVE DEDICATED CIRCUITS. SEE MFG'S
SPECS. FOR REQUIREMENTS3. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES
SHALL BE G.F.C.I. PER NATIONAL ELECTRICAL CODE REQUIREMENTS.4. PROVIDE ONE SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN
EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS.CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECTSMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT SO THAT,WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERYBACKUP FOR ALL UNITS.
5. CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIREINSTALLATION.
6. FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITHHOME OWNER.
7. FIXTURES TO BE SELECTED BY HOME OWNER.8. UNO - ALL SWITCHES TO BE 48" O/C ASF. OUTLETS TO BE 15" O/C ASF.
OUTLETS OVER COUNTERTOPS TO BE 3" ABOVE COUNTER FROM BOTTOM.(ASF = ABOVE SUBFLOOR)
9. ALL LIGHTING SHALL BE DIMABLE AND USE LED BULBS, UNO.
AUDIO:1. LOCATE SPEAKERS AND AUDIO CONTROLS AS INDICATED IN THE PLAN;
RUN CIRCUIT OF SPEAKER WIRING TO AUDIO HOME PANEL SPECIFIED BYFLOOR;
2. AUDIO SPEAKERS TO BE APPROVED BY HOME OWNER;3. LOCATE JACKS AS INDICATED IN THE PLAN; INSTALL DATA / CABLE PANEL
SIMILAR TO "ON Q". SYSTEM TO BE APPROVED BY HOME OWNER.
DATA / CABLE:LOCATE SECURITY PANELS AS INDICATED IN THE PLAN; SYSTEM TO BEAPPROVED BY HOME OWNER.
ELECTRICAL PLAN - BASEMENT3/16"=1'
ELEC
TRIC
AL, D
ATA,
& A
UD
IO P
LAN
ELECTRICAL PLAN - MAIN FLOOR1/4"=1'
G
G G G G G G
GG
G
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Lasc
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Bidet
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Ref
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Dry
er
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d
WH
Wat
er H
eate
r
Gas
Hea
ter
Cen
tral
Vac
Heat Pump
Wat
er S
ofte
ner
Towel Warmer
H /
WH
/ W
H /
WH
/ W
H /
WH
/ W
H / W H / WC /
WC
/ W
C /
WC
/ W
C /
WC
/ W
C /
W
C / W C / W C / W C / W
C / W
C
C / W C / W C / W C / W C / W C / W C / W
C /
WC
/ W
C /
WC
/ W
C /
W
CH
C /
WC
/ W
C / W
C / W
C / W
C
C
C / W C / W
C / W
C / W C / W C / W
C /
W
C
H / W H / W H / W H / W H / W H / W H / W H / W
H /
WH
/ W
H /
WH
/ W
H /
WH
/ W
H / W
H /
W
H / W
H / W H / W
G
H / W
W
C C
C / W
C / WC / WC / WC / WC / W
C /
WC
/ W
C /
WC
/ W
C /
WC
/ W
HC
HC
H C
HC
HC
HC
C
C
HC
C
C
HC
w / W w / W
w /
Ww
/ W
w /
W
w / W w / W w / W
w /
Ww
/ W
w / W
W
W
W
W
W
w /
Ww
/ W
w / W
W
W
W
w / W w / W w / W w / W w / W w / W w / W
w /
Ww
/ W
w /
Ww
/ W
w /
Ww
/ W
w / W w / W w / W w / W
w / W
w / W
w / W w / W
MASTER BDRM
OFFICE
SHOWER
MASTER BATH
GARAGE
LIVING
POWDER
MSTR CLOSET
KITCHEN
STAIRWAY
MUD ROOM
CLO
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Gar
age
Util
ity C
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tENTRY
G
G
DECK
G
WATER CLOSET
REGISTERINSTALLED FOR
MAIN FLOOR
PORCH
ALL VENTS NEARCABINETS INSTALLED IN
TOE KICK
G
REGISTERINSTALLED FORBASEMENT IN
CEILING
HOSE BIBB
PANTRY
FRESH AIR RETURNS FORALL MAJOR LIVING
SPACES
WASTE WATER TOBASEMENT FLOOR
GG
G G G G G G G G G
GG
GG
GG
GG
G
G G G G G
WW
C / W
H / W
w / W
G
WC
H
WASTE WATER
GAS LINE
COLD WATER LINE
HOT WATER LINE
WASTE WATER ACCESS
COLD WATER ACCESS
HOT WATER ACCESS
HVAC & PLUMBING LEGENDREGISTER INSTALLED FOR MAIN FLOOR
REGISTER INSTALLED FOR BASEMENT IN CEILING
VENT FOR FRESH AIR RETURN; INSTALLEDIN CEILING
Tiol
et
Tub-Shower
Tiolet
C
w / W w / W w / W w / W
w / W
w /
Ww
/ W
w /
Ww
/ W
w / W
w /
W
w / W w / W
HC
HC
HC
HC
H
C
C
C
w / W w / W
WW
w / W
w /
W
BEDROOM 2
CRAWL SPACE
JAC
K/J
ILL
BA
TH
CLO
SE
T
ENTERTAINMENT ROOM
WINE CELLAR
POWDER 2
WINE ROOM
CLO
SE
T
G
WASTER WATERCLEANOUT ACCESS
BEDROOM 3
WASTER WATERCONNECTION
ACCESS POINT
W
W
W
W
W W
W
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GENERAL PLUMBING & HVAC NOTES:
1. HVAC SHALL HAVE TWO ZONES, ONE FOR EACH FLOOR.
2. INSULATE HEATING TRUNK AND BRANCH SUPPLY DUCTS INUNFINISHED AREAS, CRAWL SPACES, ATTICS GARAGES, ETC
3. ALL DUCTING SHALL BE THRU FLOOR TRUSS WHERE POSSIBLE
4. ENCLOSED ATTICS AND SPACES BETWEEN RAFTERS SHALL HAVECLEAR CROSS VENTILATION AREA TO THE OUTSIDE VENTS. 1/150 OFSPACE VENTILATED FOR GABLE VENTS. 1/3000 OF SPACE VENTILATEDFOR BOTH GABLE AND EAVE VENTS.
5. DRYER, WATER HEATER, KITCHEN AND BATHROOM VENTING SHALLEXHAUST TO THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH ABACK DRAFT DAMPER.VENT DRYER VENT, MAX. LENGTH OF DUCT 14’WITH TWO 90 DEGREE ANGLES.
6. PROVIDE 30” CLEARANCE FROM RANGE TOP TO COMBUSTIBLEMATERIALS. FOR EXCEPTIONS, SEE INT. MECHANICAL CODE. SIDECLEARANCE SHALL BE AS SPECIFIED BY PERMANENT MARKING ON THEUNIT. – IRC M1901.1
7. WATER CLOSETS TO HAVE A FLOW RATE OF 1.6 GALLONS OR LESSPER FLUSH. –IRC P2903.2
8. SHOWER HEADS TO HAVE FLOW RATE OF 2.5 GALLONS PER MINUTEOR LESS. – IRC P2903.2
9. TUBS/SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROLVALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXINGTYPE. THE WATER TEMPERATURE SHALL BE AT A MAXIMUM OF 120*F.
10. INSTALL WATERPROOF GYPSUM BOARD AT ALL WATER SPLASH AREASTO MINIMUM 84" ABOVE SHOWER DRAINS.
11. WATER SOFTENER UNIT SHALL CONDITION WATER BEFORE ENTERINGTHE WATER HEATERS AND THE COLD WATER SOURCE. WATER TOREFRIGERATOR, KITCHEN AND BATH SINKS SHALL NOT HAVESOFTWATER.
12. EACH HOSE BIBB SHALL BE EQUIPPED WITH A BACK FLOW PREVENTIONDEVICE.
13. ALL GAS LINES SHALL BE SIZED FOR APPLIANCE LOAD. "BLACK" PIPESHALL BE USED INSIDE THE BUILDING, "GREEN" PIPE WHEREUNDERGROUND OR EXPOSED TO WEATHER. ALL JOINTS SHALL BETAPED WHERE BURIED OR EXPOSED TO WEATHER.
14. INSULATE WASTE LINES FOR SOUND CONTROL.
15. INSTALL CENTRAL VACUUM SYSTEM & PIPING; CONFIRM BRAND WITHHOMEOWNER.
HVAC & PLUMBING PLAN - BASEMENT3/16"=1'
PLU
MB
ING
& H
VAC
PLAN
HVAC & PLUMBING PLAN - MAIN FLOOR1/4"=1'
