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'jRW MAY ' 17
PLOT DATE: 5-30-17
DRAWING NO.
RLE: 699- G1 -1 -CS * G1.1
61 .1
OF
DRAWING
GENERAL
No.
G1.1
COVER SHEET & INDEX TO DRAWINGS
SITE
SD1.1
SITE PLAN - OVERALL
U
ARCHITECTURAL
A1.1
MAIN FLOOR PLAN
A1.2
UPPER FLOOR PLAN
A1.3
DIMENSIONED MAIN FLOOR PLAN
A1.4
DIMENSIONED UPPER FLOOR PLAN
A1.5
ROOF PLAN
A2.1
EXTERIOR ELEVATIONS
A2.2
EXTERIOR ELEVATIONS
A3.1
BUILDING SECTIONS
STRUCTURAL
S1.1
FOOTING AND FOUNDATION PLAN
'jRW MAY ' 17
PLOT DATE: 5-30-17
DRAWING NO.
RLE: 699- G1 -1 -CS * G1.1
61 .1
OF
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DRAWING NO.
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61 .1
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DRAWING
NO.
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* A1.3
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R5M
699
CHECKED BY:
DATE:
SRA
MAY ' 17
PLOT DATE:
5-30-17
DRAWING
NO.
FILE: 699-A1.4-DIMUFP
* A1.4
A 1.4
OF
21-011
ROOF PLAN
5GAL3=: 1/4" = 1'-O"
O 55 YR. OR BETTER GAF ARCHITECTURAL ASPHALT
SHINGLE COLOR TO BE DETERMINED BY OANER.
O ICE AND RATER SHIELD 56" IN FROM EVES AND
EACH DIRECTION AT VALLEYS. (SHORN AS HATCH)
LONER ROOF TO BE 100% COVERED.
O ICE AND NATER SHIELD ON LONER GARAGE TO BE
I'-6" ON ROOF AND I' -(o" UP THE NALL OF THE
UPPER STORIES.
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MAY ' 17
PLOT DATE:
5-30-17
DRAWING
NO.
FILE: 699 -A1.5
-RP * A1.5
A 1.5
OF
M.EVAT I ON,
50ALE: 1/4" = 1'-0"
5OUTH ELEVATION
f f Y )Q%T l QN WE5T ELEVATION
SCALE: 1/4" = 1'-O"
o-7
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NOTES
OI SIDING TO BE 4" LAP VINYL S 1 D I NG, COLOR TO BE
DETERMINED BY OWNER. USE SMART TRIM AS
NEEDED.
O2 GABLE 51 D I NG TO MATCH 51 D I NG, COLOR TO BE
DETERMINED BY OWNER.
O 5H I NGLES TO BE A 35 YR. OR BETTER
ARCHITECTURAL ASPHALT COLOR TO BE
DETERMINED BY OWNER. OVER 30# FELT AND ICE
AND WATER SHIELD AS INDICATED ON THE ROOF
PLAN. DRIP EDGE TO BE FACTOR PRE—FINISHED
ALUMINUM TO MATCH THE COLOR OF SHINGLE.
O FACIA TO BE WRAPPED IN METAL. COLOR TO BE
DETERMINED BY OWNER.
O SOFFIT TO BE FACTORY FINISHED PERFORATED
METAL. COLOR TO BE DETERMINED BY OWNER.
O6 PROVIDE COBRA RIDGE VENTING OR EQUAL AS
PER ROOF PLAN.
O FOOTING AND FOUNDATION PLAN SEE STRUCTURAL.
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(099
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SRA
MAY ' 17
PLOT DATE:
5-30-17
DRAWING
NO.
FILE: 699 -A2.1
-XE
* A2.1
A:2.1
OF
b
IJ
ELLEVAT 10N
5GAL.E: 1/4" = 1'-0"
NOR
NORTH ELEVATION
E L E X A I ION EAST ELEVATION �
50AL.E: 1/4" = P -O"
N07r=5
OI S 1 D I NG TO BE 4" LAP VINYL S 1 D I NG, COLOR TO BE
DETERMINED BY OWNER. USE SMART TRIM AS
NEEDED.
O2 GABLE S 1 D I NG TO MATCH S 1 D I NG, COLOR TO BE
DETERMINED BY OWNER.
O SHINGLES TO BE A 55 YR. OR BETTER
ARCHITECTURAL ASPHALT COLOR TO BE
DETERMINED BY OWNER. OVER 30# FELT AND ICE
AND WATER SHIELD AS INDICATED ON THE ROOF
PLAN. DRIP EDGE TO BE FACTOR PRE -FIN 1 SHED
ALUMINUM TO MATCH THE COLOR OF SHINGLE.
O4 FACIA TO BE WRAPPED IN METAL. COLOR TO BE
DETERMINED BY OWNER.
O5 SOFFIT TO BE FACTORY FIN 1 SHED PERFORATED
METAL. COLOR TO BE DETERMINED BY OWNER.
O6 PROVIDE COBRA RIDGE VENTING OR EQUAL AS
PER ROOF PLAN.
O FOOTING AND FOUNDATION PLAN SEE STRUCTURAL.
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DRAWING
NO.
FILE: 699 -A2.2
-XE * A2.1
A:2.1
OF
SECTION
SGALE: 1/4" = 1'-0" Al
NOTE5
OI FOOTING AND FOUNDATION AS PER STRUCTURAL NOTES
AND DETAIL SEE STRUCTURAL DRAWINGS FOR SIZE
AND REINFORCEMENT.
O (2) COATS OF BITUMINOUS DAMP PROOFING. EXTEND
FROM FOOTING TO 12" FROM TOP OF WALL.
O FREE DRAINING GRA\/EL.
O4 2x4 WOOD FRAMED PONY WALL 24" O.G. PRO\/IDE
ROLL BLOCKING AT EACH PONY WALL LOCATION
O R-55 MIN. BATT KRAFT FACED INSULATION.
O6 23/64" TONGUE AND GROOVE FLOOR SHEATHING.
GLUED AND NAILED TO FLOOR JOISTS WITH Sd RING
SHANK NAILS (MIN.)
O CONTINUOUS SILL SEAL ,AROUND ENTIRE PERIMETER.
O8 PRESSURE TREATED 2x(o SILL PLATE.
O 2x(o WALL FRAMING 016" O.G.
10 5/8" GYPSUM HALL BOARD TEXTURE AND PAINT.
TEXTURE STYLE AND PAINT COLOR TO BE DETERMINED
BY OANER.
I I R-21 BLOAN IN INSULATION.
12 7/16" OSB HALL SHEATHING.
13 BUILDING AIR INFILTRATION BARRIER. TY\/EK OR
EQUAL.
14 HI HURRICANE TIE ON EACH TRUSS. ALL TRUSS
HANGERS TO BE AS PER TRUSS MANUFACTURER.
15 PRE -FIN 1 SHED PERFORATED METAL SOFFIT TO MATCH
FASCIA METAL. COLOR TO BE DETERMINED BE OANER
FROM FULL RANGE OF MANUFACTURES COLORS.
16 PRE -FIN 1 SHED METAL FASCIA. COLOR TO BE
DETERMINED BE OANER FROM FULL RANGE OF
MANUFACTURES COLORS. .
17 35 YR. OR BETTER ARCHITECTURAL ASPHALT SHINGLE
A I TH FACTORY FINISHED DRIP EDGE. COLOR TO BE
DETERMINED BY OANER.
18 PRE MANUFACTURED WOOD TRUSS.
I q R-50 MIN. BLOAN IN INSULATION.
II 7/8" TJI FLOOR JOISTS SEE STRUCTURAL.
21 5/8" OSB ROOF SHEATHING. ICE AND RATER SHIELD
AND FELT TO CO\/E ROOF DECKING
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REVISION:
DRAWN BY:
JOB NO:
RSM
699
CHECKED BY:
DATE:
JRA
MAY ' 17
PLOT DATE:
5-30-17
DRAWING
NO.
ALE: 699 -A3.1
-BS * A3.1
A5. I
OF
Q)
m
10 -i'-24°
NOTES
OI 4" GONGRETE SLAB WITH #4 le)" O.G. WITH A STEEL
FINISH. SLOPE I/8" PER FOOT AWAY FROM HOUSE.
O2 SHEAR WALLS I ND I GATED WITH O MARK, SEE
SHEAR WALL SCHEDULE FOR
NAILING REGOU I REMENT5
O 2X4 PONY WALLS SHALL HA\/E 1/2" A.B. EMBEDDED INTO
FOOTING MIN 6" AT 48" O.G. U.N.O.
O4 INSTALL MIN R-38 BATT I NSULLATI ON INTO FLOOR
.JOISTS PRO\/IDE 3 MIL \/ISQUEEN TO BOTTOM OF FLOOR
.JO I STS.
O5 MINIMUM I SOFT FOUNDATION VENTS.
FOOT ANP FOUNPAT I Oil PLAN
I
FOOTING SGHEI7ULE
SHEAR PALL SGHMPLILE
I. FRAMING MEMBER SUPPORTIN6 MATERIAL SHALL BE SPACED AT
16" O.G. MAXIMUM.
2.ANCHOR BOLTS TO FOUNDATION SHALL BE EMBEDDED "1 INCHES
INTO CONCRETE. EXPANSION BOLTS MAY BE USED AT INTERIOR
WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP DOWN) PER
GENERAL STRUCTURAL NOTES.
3.A MAXIMUM OF TWO ANCHOR BOLTS SHALL BE USED ON EACH SILL
PLATE PIECE. PROVIDE ONE ANCHOR BOLT MINIMUM WITHIN 4
INCHES OF EACH END OF EACH PIECE, AND NO CLOSER THAN 4 1/2"
TO END OF PLATE.
4. PRO\/IDE FULL HE 16HT DOUBLE STUBS AT ENDS OF SHEAR WALL5
UNLE55 OTHERWISE NOTED ON PLANS OR DETAILS.
5. BLOCK ALL PANEL ED&E5 AND EDGE NAIL 5HEATHIN6 AT BLOCK
EDGES. SEE TYPICAL SHEAR WALL CONSTRUCTION DETAIL.
6.SHEATHING SHALL BE ARRANGED 50 THAT THE WIDTH OF THE
SHEET IN A SHEAR WALL SHALL NOT BE LE55 THAN 2 FEET.
1. ELEVATED SHEAR Y�LALL5 TO BE FRAMED OVER DOUBLE JOIST OR
SOLID BLOGKIN6 UNLESS NOTED OTHERWISE.
a.FOR 5/6" TO 5/4" THICK FLOOR SHEATHIN6, 5 1/4" (MIT) LONG
NAILS SHALL BE USED. FOR 7/8" TO 1 1/8" THICK FLOOR
SHEATHING, 3 1/2" (MIN) LONG NAILS SHALL BE USED.
(q.5D5 50REA5 TO BE INSTALLED AS PER MANUFACTURES
RECOMMENDATIONS IN LOCATION AND LENGTH.
IO.PRESSURE TREATED DOUGLAS FIR SHALL BE USED WHERE WOOD
MEMBERS COME IN CONTACT WITH CONCRETE.
11. NUTS SHALL BE SECURELY FASTENED AGAINST SILL PLATE.
HOWEVER, NUT AND WASHER SHALL NOT BE RECESSED INTO SILL
PLATE.
12.ALL NUTS SHALL HA\/E 3"x5"xI/4" PLATE WASHERS.
MARK
SHEATHING MATERIAL
EDGE
NAILING.
FIELD
NAILING
BOT. PLATE ATT.
7/I6" O.S.B. BLOCKED ONE
5/8" AB AT
51DE OF WALL. FRAMING
42" O.G.
AT
Sd AT
O
AT ADJOINING PANEL
6"
6" O.G.
12" O.G.
I STAGGERED
EDGE5 SHALL BE ' DBL
AT 4" O.G.
T
2x OR SINGLE 5x
'DBL 2x STUDS SHALL BE FACE NAILED WITH
I&d AT 5" O.G. 5TA66ERED.
KEYNOTES:
1. STRAP FROM END OF UPPER
LEVEL SHEAR WALL WHERE
INDICATED ON PLANS. INSTALL
ON DBL STUD — EDGE NAIL
SHEATHING AT DOUBLE STUD
2. FULL HEIGHT DOUBLE STUDS
AT EACH END OF SHEARWALL
UNLESS NOTED OTHERWISE ON
PLANS — FACE NAIL DBL STUDS
W/ 16d AT 16" O.C.
3. EDGE NAILING AT ALL SHEATHING
PANEL EDGES PER SHEARWALL
SCHEDULE — STAGGER NAILS AT
DBL PLATE OR STUDS
4. HOLDOWN TO FOUNDATION W/
REQ'D ANCHOR BOLT OR STRAP
TO LOWER LEVEL AT ENDS OF
SHEARWALL WHERE INDICATED
ON PLANS
5. ANCHOR BOLTS TO FOUNDATION
OR NAILS TO LOWER FRAMING
PER SHEARWALL SCHEDULE
6. CONTINUOUS 2x SOLE PLATE.
7. FIELD NAILING AWAY FROM
PANEL EDGES PER SHEARWALL
SCHEDULE
8. SOLID 2x BLOCKING AT ALL
PANEL EDGES
9. VERTICAL STUDS AT 16" O.C.
10. PROVIDE ADDITIONAL KING STUDS
AT OPENING PER PLANS OR
SCHEDULE
ETA I L TYPICAL SHEARYVAL.L CONSTRUCTION
5GALE: N.T.S.
11. CONT DBL 2x TOP PLATE,
SPLICE PER TYPICAL DETAILS
12. CONTINUE TOP PLATES OVER
HEADER
13. WOOD HEADER
14. TRIMMER STUD UNDER HEADER
PROVIDE ADDITIONAL TRIMMERS
WHERE INDICATED ON PLANS
15. WALL SHEATHING PER
SHEARWALL SCHEDULE
16. SOLID BLOCK TO RECEIVE STRAP
AS OCCURS, SEE PLAN
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REVISION:
DRAWN BY:
JOB NO:
RSM
699
CHECKED BY:
DATE:
li"
MAY ' 17
PLOT DATE:
5-30-17
DRAWING
NO.
ALE: 699-S1.1-FT`FND
* S1.1
✓I .I
OF