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Travis andLauren B e a n e r
4120 ' R ' Avenue _
Anacortes, Washington
PROJECT DESCRIPTION jSYMBOL LEGEND ABBREVIATIONS SHEET _ -
AO.1 11COVER SHEET AND INDEX
(A) ® AT (E) CON'T (M) CON'T (S) CON'T I R t'
BUILDING TYPE: ADDITION/SINGLE FAMILY RES. A.B. ANCHOR BOLT EQ, EQUAL MFR. MANUFACTURER STO. STORAGE
WIONDNG TYPE:EXPOSURE R1 B 1---- (F) FDN. EXTERIOR MIN. MINIMUM S.W. SHEAR WALL
ROOM ADVL ADDITIONAL EXT.
ELEVATION s +"a��� ADJ. ADJUSTABLE SW. SWITCH
DESIGNATION misc. MISCELLANEOUS IURAL SIB PLANS
REFERENCE -" A.F.F. ABOVE FINISHED FLOOR FOUNDATION SYM. SYMBOL � � " � �
—v & ELEVATION Mom• METAL
AGG. AGGREGATE FD FLOOR DRAIN S3S/S4S SMOOTH 3 or 4 SIDES
DETAIL ALT. ALTERNATE F.F. FINISHED FLOOR (N) (N) NEW A1.1 ;\ARCHITECTURAL SITE PLAN
REFERENCE COLOR + MATERIAL BOARD ALUM. ALUMINUM F.H. FIRE HYDRANT N.E.C. NATIONAL ELECTRIC (T) TEMP / T. TEMPERED x
CODE COMPLIANCE DETAIL NUMBER FINISH SYMBOL AMP. AMPERAGE CODE T.H./THLD THRESHOLD
APA AMERICAN PLYWOOD F.J. FLOOR JOIST
DETAIL SHEET FLASH
FLASHING _
ASSOCIATION N.G. NATURAL GRADE THERM. THERMOSTAT
KEYNOTE APPROX. APPROXIMATE N.I.C. NOT IN CONTRACT T.J. TOOLED JOINT
FLU. FLOOR " i E=C TURAL PLANS REVISIONS:
N.T.S. NOT TO SCALE T.O.C. TOP of CURB/CONCRETE -• " ARG€, : a
2015 IRC SECTION A.S. AS SHOWN FLUOR. FLUORESCENT T.O.S. TOP of SLAB/SHEATHING -
REFERENCE �„�-wMeEn ASTM AMERICAN SOCIETY of F.O. FACE OF (0) O.C. ON CENTER T.O.W. TOP of WALL
2015 UPC — XX-1 SCHEDULE KEY A2.0 MAIN LEVEL FLOOR PLAN
TESTING MATERIALS F.O.C. FACE OF CONC. O.D. OUTSIDE DIAMETER
2015 WSEC ° "I SEE INTERIOR DRAWINGS T.O.P. TOP OF PLATE
ARCH ARCHITECTURAL / CURB O.H. OVERHANG
— SECTION LETTER TRNSM TRANSOM
SECTION SHEET FACE OF STUD, F.O.M. FACE OF MASONRY OPG. OPENING A2.1 UPPER LEVEL FLOOR PLAN
(B) B.F.F. BELOW FINISHED F.O.S. FACE OF STUD OPP. OPPOSITE T.S. TUBE STEEL
CONCRETE, OR FLOOR T&B TOP & BOTTOM
MASONRY WALL FR. FRENCH T&G TONGUE & GROOVE
r BLDG. BUILDING FTG. FOOTING (P) P.B. PUSHBUTTON TYP. TYPICAL -
INTERIOR BLKG. BLOCKING U.B.C. UNIFORM BUILDING
., - TURAL ELEVATI ISSUE:
�}. PARTITION P.C. PRECAST 3 ARCFrF�E� _
D AG—n `�E ELEVATION BM. BEAM PERE PERFORATED
� ' REFERENCE
REFERENCE BTM./BOTT. BOTTOM (G) GA. GAUGE PL. PLATE CODE DATE:
GAL . GALVANIZED A3.1 OUTH and WEST ELEVATIONS
BTWN BETWEEN P.L. PROPERTY LINE (U) U.L. UNDERWRITERS
C CENTER LINE G.F.N. GROUND FAULT PLHT. PLATE HEIGHT LABORATORIES
(C) CAB CABINET CIRCUIT U.M.C. UNIFORM MECHANICAL A3.2 NORTH and EAST ELEVATIONS
T TEMPERED GLAZING INTERRUPTER PRYWD. PLYWOOD
CALCS. CALCULAl10NS CODE !
C.C. CENTER TO CENTER GLU-LAM GLUE LAMINATED U.N.O. UNLESS NOTED
CEM.PLAST. CEMENT PLASTER GR. GRADE PSI POUNDS PEROTHERWISE A3.3 STRUCTURAL BUILDING SECTIONS
REVISION TRIANGLE C.I. CAST IRON G.S.M. GALVANIZED SHEET SQUARE INCH UTIL. UTILITY
CLG----- METAL P.T. PRESSURE TREATED
DEFERRED SUBMITTALS CEILING
C/L CENTERLINE GYP. BD. GYPSUM BOARD (Q) (V) V VOLTAGE I €
CLOS. CLOSET (H) H.B. HOSE BIBB VERT. VERTICAL
FRAMING PLANS
CLR. CLEAR H.C. HOLLOW CORE (R) R. RISER V.I.F. VERIFY IN FIELD
i
C.M.U. CONCRETE MASONRY R.D. ROOF DRAIN F! -
HD HOLDDOWN S1 FOUNDATION, and MAIN LEVEL FLOOR FRAMING PLANS
1. ROOF TRUSS DRAWINGS/CALCULATIONS UNITS H.H. HEAD HEIGHT R.I. ROUGH-IN (W) W/ WITH
2. FLOOR JOIST DRAWINGS/CALCULATIONS COL. COLUMN HORIZ. HORIZONTAL REINF. REINFORCING W.C. WATER CLOSET I e
3. LANDSCAPE PLAN CONC. CONCRETE HR. HOUR RFTR. RAFTER WD. W OD S2 MAIN LEVEL ROOF, and UPPER LEVEL FLOOR FRAMING PLANS J o
CONN. CONNECTION HT. HEIGHT
RM. ROOM WOW
REQ. REQUIREMENT W.H. WATER HEATER S3 UPPER LEVEL ROOF FRAMING PLAN e
CONT. CONTINUOUS W.O. WHERE OCCURS
CONTR. CONTRACTOR (Q LD. INSIDE DIAMETER R.W./RWD REDWOOD W.I. WROUGHT IRON e
CSMT CASEMENT INCL. INCLUDE N
(S) S.A.D. SEE ARCHITECTURAL W.P. WEATHER PROOF SD1 CONSTRUCTION DETAILS �° p� $ '(
INFO. INFORMATION DWGS. W.W.F. WELDED WIRE FABRIC
DEL. DETAIL e e °
_ DBL. PL. DOUBLE PLATE INSUL. INSULATION or S.E.D. SEE ELECTRICAL DWGS. W.W.M. WELDED WIRE MESH o g� a
INSULATED S.M.D. SEE MECHANICAL DWGS.
PROJECT D (D) DBL. DOUBLE TNT, INTERIOR S.P.D. SEE PLUMBING DWGS. =L=-' „
DESIGN DRAWINGS: DEG. DEGREE
TRAVIS and LAUREN BEANER SCHAFER CUSTOM HOME DESIGN D.F. DOUGLAS FIR S.C.D. SEE D CORE
DWGS. a'
360 708-3021 (J) JT. JOIST S.C. SOLID CORE
3306 M AVE DIA. DIAMETER JT. JOINT SCHED. SCHEDULE g
4120 'R' AVE. ANACORTES, WA 98221 DIM. DIAPHRAGM SD SMOKE DETECTOR
DIM. DIMENSION (K) SECT. SECTION
ANACORTES, WA 98221 (360)941-1125 ON. DOWN S.F./SQ.FT. SQUARE FOOT
email: 'oshuadschaferC�hotmail.com D.S. DOWNSPOUT (L) LANDSC. LANDSCAPING SHR. SHEAR
1 DWG. DRAWING LB. OR # POUND OR NUMBER SHT. SHEET
CONTACT: JOSH SCHAFER LEV:/LVL. LEVEL c
SHl"G SHEATHING e �
(E) (E) EXISTING LT. LIGHT SIM. SIMILAR
EA. EACH SPEC. SPECIFICATIONS SHEET NO.:
ELEC. ELECTRICAL LTWT. LIGHTWEIGHT SQ. IN. SQUARE INCH
�n ELEV. ELEVATION S.S. STAINLESS STEEL
D
V E.J. EXPANSION JOINT (M) MAS. MASONRY MAX. MAXIMUM ST STRAP
EMB. EMBEDMENT M.D.F. MEDIUM DENSITY STD. STANDARD
JUN 2 2 2011 E.P.S. EXTRUDED FIBERBOARD STL. STEEL
STRUCT. STRUCTURAL
POLYSTYRENE FOAM MECH. MECHANICAL
OF ANACORTES SHT OF
PLAN AREA SUMMARY w o N
� � � o
BUILDING AREA MAIN LEVEL Z = U W o cad
ADDITION FP COVERAGE 921 SF w � "' L
i N COV. AREAS, DRV WAY, FLAT WORK 336 SF = Q
( ) o
L 0
(E) HOUSE 1 ,469 SF 0 o
arricsxWvx.,u�-
/ TOTAL BUILDING AREA 2726 SF
LOT COVERAGE CALCULATIONS
i
TOTAL BUILDING AREA (SF) 2,726 SF
i
/ LOT AREA (SF) 23,077 SF
i
LOT AREA (ACRES) .53 AC
72 . 60 ' S89002 ' 05 "E 89 . 22 ' S89002 ' 05 "E LOT COVERAGE 12%
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REVISIONS:
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ISSUE:
DATE:
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SCALE: 1" = 10'-0" ;g�o
10 TL EAS ,
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SHEET NO.:
SHT OF
GENERAL NOTES >- w o 0z N
A3.3 .q
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. _ W 9� o
S-41/4" 3'-6" 20'-0" z U U C) o @>
2. SEE SHEET S1.1, FOUNDATION PLAN FOR ADDITIONAL FRAMING NOTES.
5'-1 7/8" 1 9'-8 1/4" 5'-1 7/8" 3. ALL EXTERIOR WALLS ARE 2x6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. = Q
4• ALL INTERIOR WALLS ARE 2x4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE.
x40 SLDR 48x4° SLDR 5. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, L o
MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS.
O 6. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 SQ. IN.
AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS FIREPLACES WITH CLEARANCES
AND COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS AND BY CODE.
1 VENT HOOD OVER 7. 12-16" WONDERBOARD or EQUAL TILE BACKER ® TUB SURROUND.
I
STOVE W/ MIN. � EXHAUST FAN VENT TO
100 FM. OUTSIDE
'T O NEW o
00 1 rrCHE FLOOR PLAN KEY REFERENCE NOTES
I � KITCHEN 3'-51/4" N
1 9'-0" C.H. �
3'-4 1/2" NOTED AS (DON THIS PLAN
3°x68
1. PROVIDE FULL HEIGHT 1-HOUR FIRE SEPARATION CLOSURE WALL. USE 5/8" TYPE 'X' GYP.
BD. FROM MUDSILLTO BOTTOM OF FLOOR JOISTS ABOVE. USE 5/8" TYPE Y GYPSUM BOARD.
EXISTING ON ALL GARAGE WALLS, CEILINGS, BEAMS AND COLUMNS, TYP. TAPE & TEXTURE. PROVIDE
3068 13 2 LAYERS 5/8" TYPE "X" GYP. BD. ON ALL WALLS AND CEILING UNDER STAIRS
O 24x68 2. USE 5/8" TYPE 'X' GYP. BD. AT ALL EXTERIOR AND INTERIOR WALLS AS NOTED. USE
H.W.H.. 11 Q O CLOSET DUROROCK OR WONDERBOARD CEMENTITIOUS BACKER BOARD WHERE 11LE IS TO BE
NACUUM RELIE , TEMP., 1
and PRESSURE RELIEF
-- N APPLIED TO WALLS. INSTALL PER LATEST EDITION OF "TILE COUNCIL OF AMERICA"
B ; HANDBOOK, DETAILS W244 & B412, INCLUDING ALL ANSI REFERENCES.
VALVE PER 20 04.6.
A3.3 o NE 3. TILE SHOWER ENCLOSURE. TILE TO BE SELECTED BY OWNER. WALLS SHALL HAVE A W
_ SMOOTH, HARD, NONABSORBANT SURFACE TO A HEIGHT OF NOT LESS THAN 70 INCHES
BATHR M
? HEATING NOTES: ABOVE THE DRAIN INLET, o/ CEMENTITIOUS MATERIAL . (DO NOT USE GYPSUM
/i a N 9'-0" .H.
1. ADDITION TO BE HEATED BY ELEC. BOARD UNDER TILE). SHOWER HEAD & CONTROL SELECTED BY OWNER. VERIFY
� ",
/i WALL HEATERS IN THE LIVING, F M SHOWER HEAD HT. W/ OWNER. MIN. STALL SIZE 1024 SQ. IN. & SHALL ENCOMPASS A
/i BATH, and BEDROOM (CONFIRM W/ ' 30" DIA. CIRCLE
i HOMEOWNER. SHOWER 4. 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME
i 2. FOLLOW MANUFACTURER'S INSTRUC- OUT ACESS HOLE TO DEPTH OFINSULA11ON WITH NOT LESS THAN 1/2" PLYWOOD. ACCESS CC
�i A TIONS FOR COMBUSTIBLE CLEARANCES. CLOSET d- A COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED 11GHT. O
- - - --- ------ - 5. STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL LL_ LLJ
\` n A3.3 // 3°x68 x CLOSET A3.3 NOT ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2. W
6• GUARDRAIL 36" ABOVE FIN. FUR. INTERMEDIATE RAIL SPACING SHALL NOT O LL1
ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2. > m
2848 13 4' g^ 7. PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM p Q W
NEW PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECS p
OVERSIZED O° FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE SURROUND & HEARTH MATERIAL. Q O
i GARAGE 3'-7 1/2" 2'-0 3/4" 8. ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, a " O
v i SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE O Q
9'-0" C.H. N
QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN O "� N Z
NEW 1 rn 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 (� Q
EXISTING t =� i ENTRY 1 NEW AND LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE.
I A i r-- ---------�
RESIDENCE F, ,;;= VAULTED 1 i ; BEDROOM 9• F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. EXPOSED U
FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL BE r w
\ i i 9'-0" C.H. INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, l/J
1 1 OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE.
UP R i 1 10. PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF CONTROL
3°x68 i VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED
1 HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF THE DUCT
/ 1 SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90- N
58x40 SLDR EGRESS v DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE,
" NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER.
T 11. SELF-CLOSING, TIGHT FITTING SOLID-WOOD DOOR 1 3/8" THICK DOOR W/ LABELED FIRE-
`r' 2 PROTECTION RATING OF NOT LESS THAN 20 MINS. PROVIDE GASKET SEAL WHERE THE
S3 DOOR MEETS THE STOPS ® BOTH SIDES & ACROSS THE TOP
/ Al 90X8° OH 1 A ry 12. TYPICAL TOILET - MAX. 1.6 GAL/FLUSH
a E / 13. SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED
7'-5 1/2" 6'-6 1/2" 4'-11 7/8" 5'-5 3/8" IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA
GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED
8'-9 7/B" 14'-0" 1 10'-5 1/4" EXTENT OF HEADER SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING
AND SHALL BE EQUIPPED WITH A BATTERY BACKUP.
\ ` DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) 14. EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.7
B C EXTENT OF HEADER SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND
A3.3 A3.3 SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 24" HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR.
MIN. 3"x11.25" NET HEADER 15. MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND THE LIKE SHALL BE PROVIDED WITH
A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.F.M. AND SHALL NOT
EXISTING • • • • . . . . . • . TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW OR OPENING INTO THE
RESIDENCE 11 • • ' ' • • • • BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, AND BATH FANS TO BE
SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR
FRAMING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE,
TYPICAL WALLS ARE TO BE CONSTRUCTED 6 to 18 -� NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN
WALL LEGEND I FASTEN TOP PLATE TO HEADER WITH TWO TIP. PORTAL FRAME LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. REVISIONS:
NEW WALLS USING CONTINUOUS SHEATING METHOD, U.N.O. I ROWS OF 16D SINKER NAILS at 3" O.C. TIP. CONSTRUCTION I 16. METAL DUCTS SHALL NOT BE INSTALLED WITHIN 4" OF THE GROUND. WHEN METAL DUCTS
R602.4.1 CONTINUOUS SHEATHING BRACED WALL PANELS. CONTINUOUS I" SIMPSON STAP LSTA24 OR EQUAL FOR A PANEL SPLICE (IF ARE INSTALLED IN OR UNDER CONCRETE SLABS, THEY SHALL BE ENCASED IN AT LEAST 2" 1 side setbacks
EXISTING WALLS 0 SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE \ NEEDED), PANEL EDGES SHALLI O/C CONCRETE. 2
USED ON ALL SHEATABLE SUFACES ON ONE SIDE OF A BRACED WALL ., BE BLOCKED, AND OCCUR .,I „ 17. FLOOR SURFACE IN GARAGE/CARPORT TO BE NONCOMBUSTIBLE OR ASPHALTIC.
LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END FASTEN SHEATHING TO HEADER PITH 8D COMMON WITHIN 24" OF MID HEIGHT. 3
EXISTING WALLS L WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE OR GALVANIZED BOX NAILS IN 3" GRID PATTERNS ONE ROW OF TYP. SHEATHING . I 18. CONCRETE PORCH, WALKWAY, STEPS AND LANDINGS SHALL NOT BE POURED AGAINST
WITH ONE OF THE METHODS USTED IN TABLE R602.10.4.1 DIFFERENT �.. AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, TO FRAMING NAILING IS ..I WOOD FRAMING.
TO BE REMOVED BRACING METHODS, OTHER THAN THOSED LISTED IN TABLE R602.10.4.1, BLOCKING, AND SILLS) TYP. REQUIRED. IF 2x4 BLOCKING IS 4
SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH USED, THE 2x4'S MUST BE I 19. WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS
CONTINUOUS SHEATHING. NAILED TOGETHER NTH (3) 16D • 'I A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. ISSUE:
�.. MIN. WIDTH = 16" FOR ONE STORY STRUCTURES SINKERS "I 20. DOORS. WHERE OUTDOOR AIR SUPPLIES ARE SEPERATED FROM EXHAUST POINTS BY DOORS,
MIN. WIDTH = 24" FOR UNE IN THE FIRST OF TWO PROVISIONS SHALL BE MADE TO INSURE AIR FLOW BY UNDERCUTTING DOORS OR DATE:
CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL SHEATHING I" STORY STRUCTURES INSTALLATION OF GRILLES BY 3/4" MINIMUM.
CONNECTION CRITERIA: 6d COMMON NAILS at 6" SPACING (PANEL
EDGES) and at 12" SPACING (INTERMEDIATE SUPPORTS) or 16 ga. I•• MIN. 40 FRAMING
x 1 N" STAPLES at 3" SPACING (PANEL EDGES) and 6" SPACING
(INTERMEDIATE SUPPORTS). )V MIN. THICKNESS WOOD STRUCTURAL PANEL ..�
SHEATHING
MIN. DOUBLE 20 POST 2_
g,X•-8
16d NAIL 0 12" O.C. GYPSUM WALLBOARDS AS MINIMUM 24" WOOD STRUCTURAL `g =g 6,
REQUIRED AND INSTALLED 16d NAIL ® 12" O.C. PANEL SHEATHING OR 32" STRUCTURAL SIMPSON ANCHOR STHD14 OR EQUAL ease
8 e
IN ACCORDANCE WITH FIBERBOARD SHEATHING BOTH EDGES a€d9
CHAPTER 7 GYPSUM WALLBOARDS AS AT CORNERS) ( SEE SECTION R602.10.6.2 .e X g-
REQUIRED AND INSTALLED 8d NAIL 0 6" O.C. ON ALL FRAMING z�" e
IN ACCORDANCE WTH MEMBERS ® PANEL EDGES AND 12" :-1i=: :=ii=: .`�
CHAPTER 7 O.C. ON ALL FRAMING MEMBERS NOT SIMPSON ANCHOR STHDB OR EQUAL J Z e
AT PANEL EDGES �� W Qs
8d NAIL 0 6" O.C. MINIMUM 24" WOOD STRUCTURAL > � ` d E
(ALL PANEL EDGES) PANEL SHEATHING OR 32" STRUCTURAL (B) INSIDE CORNER DETAIL W
FIBERBOARD SHEATHING (BOTH EDGES i J E o 6�'
I3ds@d
AT CORNERS)(A) OUTSIDE CORNER DETAIL FIGURE R602.10.3.3 O $a u o
CONTINUOUS STRUCTURAL Q _j
METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS LL _ v
PANEL SHEATHING Al N.T.S. " `off`
N.T.S.
`0 3
€cs8
c �Y
SHEET NO.:
MAIN LEVEL FLOOR PLAN - 920 (N) S.F. (INCLUDING GARAGE) A2.0
SCALE: 1/4" = 1'-0"
SHT OF
6/20/17
GENERAL NOTES } w o ; N
� Q � �
C 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
2. SEE SHEET S1.1, FOUNDATION PLAN FOR ADDITIONAL FRAMING NOTES. U U
nz 2
3. ALL EXTERIOR WALLS ARE 2x6 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. � W o v
4'-0" 3'-6" 20'-0" L
4• ALL INTERIOR WALLS ARE 2x4 - 16" O.C. STUDS, UNLESS NOTED OTHERWISE. _ R
1'-11 1/2" 1' 6 1/ " 1 '-1 3/4" 9-10 1/4" 0 U u
5. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, N _ �u o
4'-11 7/8" 4'-8 3/8" 5'-1 7/8" MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS.
\ 6. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 SQ. IN.
\\ x4° SLDR 4sx4° SLDR AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS FIREPLACES WITH CLEARANCES
\\ " ' AND COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS AND BY CODE.
\\ 7. 12-16" WONDERBOARD or EQUAL TILE BACKER 0 TUB SURROUND.
\\\ r7F] EXHAUST FAN VENT TO
\ OUTSIDE
\ M (N
w w " FLOOR PLAN KEY REFERENCE NOTES
UI
\ N BEDROOM NOTED AS (:DON THIS PLAN
\ BEDROOM x N
o \\ 8'-0" C.H. 8'-0" C.H. 1, PROVIDE FULL HEIGHT 1-HOUR FIRE SEPARATION CLOSURE WALL. USE 5/8" TYPE 'X' GYP.
\ BD. FROM MUDSILLTO BOTTOM OF FLOOR JOISTS ABOVE. USE 5/8" TYPE 'X' GYPSUM BOARD.
\ o ON ALL GARAGE WALLS, CEILINGS, BEAMS AND COLUMNS, TYP. TAPE & TEXTURE. PROVIDE
\ 7 2 LAYERS 5/8" TYPE "X" GYP. BD. ON ALL WALLS AND CEILING UNDER STAIRS
co "' 2. USE 5/8" TYPE 'X' GYP. BD. AT ALL EXTERIOR AND INTERIOR WALLS AS NOTED. USE
/ s a a e DUROROCK OR WONDERBOARD CEMENTITIOUS BACKER BOARD WHERE TILE IS TO BE
/ 2x6 2x6 i 60x6a APPLIED TO WALLS. INSTALL PER LATEST EDITION OF "TILE COUNCIL OF AMERICA" N
/ HANDBOOK, DETAILS W244 & B412, INCLUDING ALL ANSI REFERENCES. wr
4- -0 1 11 1/2" 3. TILE SHOWER ENCLOSURE. TILE TO BE SELECTED BY OWNER. WALLS SHALL HAVE A W
/ 6°x6a --_- _-- ---- SMOOTH, HARD, NONABSORBANT SURFACE TO A HEIGHT OF NOT LESS THAN 70 INCHES
CLOSET HEATING NOTES: ABOVE THE DRAIN INLET, o/ CEMEN11TIOUS MATERIAL . (DO NOT USE GYPSUM
N / i 1. ADDI110N TO BE HEATED BY ELEC.
B _ -- - -- BOARD UNDER TILE). SHOWER HEAD & CONTROL SELECTED BY OWNER. VERIFY
A3.3 /2sx5° SH _ LINEN WALL HEATERS IN THE BEDROOMS, SHOWER HEAD HT. W/ OWNER. MIN. STALL SIZE 1024 SQ. IN. & SHALL ENCOMPASS A ram ,
CLOSET 1ax6a BATHROOM, and BONUS ROOM. 30" DIA. CIRCLE
/ (CONFIRM W/ HOMEOWNER.) 4. 22" x 30" MIN. ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. FRAME
2. FOLLOW MANUFACTURER'S INSTRUC- OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. ACCESS CC
/ I 2ax6a o ' TIONS FOR COMBUSTIBLE CLEARANCES. COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. O
1 1 I B ROOM ^ 5. STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL L� LLJ Q
' N, _ NOT ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2.
/ 8'-0' C.H. Z Z
";n 6• GUARDRAIL 36 ABOVE FIN. FLR. INTERMEDIATE RAIL SPACING SHALL NOT O Lv
q R w q ALLOW A 4" DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 312.2. 1= > (n
3.3 i s A3.3 �J _I 7. PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM Q
LLJ
N 68
G PACKAGE. CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECS p -
�_ FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE SURROUND & HEARTH MATERIAL. Q Q� O
/ �� `'I 8. ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, a U
/2" 9'-0 3/4" Y
Q S ` Z t " SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE O Q
b QUICK CLOSING OF THESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN Z
/ BONUS 2 FEET ABOVE GROUND, POINTING DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 't Q
AND LOWER 1/3 TO PREVENT OVERTURNING IN AN EARTHQUAKE.
ROOM
9. F.A.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE 1 1/8" T & G PLYWOOD. EXPOSED U
/ 0 8'-0" C.H. BEDROOM to Ln FACE AND SIDES TO HAVE 1 LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL BE r
INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, V J
V Ii 8'-0" C.H.
C SE OR CLOSET. PROVIDE AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE.
10. PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT & COLD SHUTOFF CONTROL
VALVES & WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED
6°x6a HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF THE DUCT
SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH 90-
/ DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE, l�
NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER.
gaQ�OF 11. SELF-CLOSING, TIGHT FITTING SOLID-WOOD DOOR 1 3/8" THICK DOOR W/ LABELED FIRE-
PROTECTION RATING OF NOT LESS THAN 20 MINS. PROVIDE GASKET SEAL WHERE THE
DOOR MEETS THE STOPS 0 BOTH SIDES & ACROSS THE TOP
\\ 51x4° SLD 5sx4° SLDR 12. TYPICAL TOILET - MAX. 1.6 GAL/FLUSH
\
\ \ 4'-0" 6'-6 1/4" '-2 1/2" 4'-11 7/8" 5'-5 3/8" 13. SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED
IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA
GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED
14' 8 3/� - - - - _ - �^ 10'-5 1/4 SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING
I 27'-6" AND SHALL BE EQUIPPED WITH A BATTERY BACKUP.
14. EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.7
SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND
24" HIGH. SILL HEIGHT MAXIMUM 44" OFF FLOOR.
15. MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND THE LIKE SHALL BE PROVIDED WITH
A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 C.F.M. AND SHALL NOT
B TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW OR OPENING INTO THE
C BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, AND BATH FANS TO BE
A3.3 A3.3 SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR
FRAMING INSPECTION. EXHAUST FANS TO BE CONSTRUCTED OF SMOOTHBORE,
NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FEET IN
LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. REVISIONS:
16. METAL DUCTS SHALL NOT BE INSTALLED WITHIN 4" OF THE GROUND. WHEN METAL DUCTS
ARE INSTALLED IN OR UNDER CONCRETE SLABS, THEY SHALL BE ENCASED IN AT LEAST 2" 1 side setbacks
UPPER LEVEL FLOOR PLAN 755 S.F.
0/C CONCRETE. 2
17. FLOOR SURFACE IN GARAGE/CARPORT TO BE NONCOMBUSTIBLE OR ASPHALTIC.
SCALE: 1/4" = 1'-O" 18. CONCRETE PORCH, WALKWAY, STEPS AND LANDINGS SHALL NOT BE POURED AGAINST 3
WOOD
19. WHOLEFHOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS 4
JG �fk Gi eN-T -t�l� / o A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS, ISSUE:
�R 20. DOORS. WHERE OUTDOOR AIR SUPPLIES ARE SEPERATED FROM EXHAUST POINTS BY DOORS,
PROVISIONS SHALL BE MADE TO INSURE AIR FLOW BY UNDERCUTTING DOORS OR DATE:
INSTALLATION OF GRILLES BY 3/4" MINIMUM.
F�AQ C.r✓T @_ <.'1 S Csz'�w o�. L.JJ
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12 2x8 CEDAR BARGE (MATCH EXISTING) T.O. ROOF FROM FIN. GRADE
j METAL ROOFING
/ \ 6 CEDAR EAVE TRIM (MATCH EXISTING)
ENCLOSED CEDAR SOFFITS (MATCH EXISTING)
- T.O. PLATE
- ---- T.O. WINDOW
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-- - -- - _� T.O. SUBFLOOR
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_ f ix4 WINDOW/DOOR TRIM (PAINT GRADE) O W
lx4 WINDOW/DOOR TRIM W/ 20 DRIP EDGE (PAINT GRADE)
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DATE:
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SCALE: 1/4" = 1'-0"
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T.O. PLATE
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4� TRUSS WEB DESIGN 8Y 12 _ _
MANUFACTURE T.O. RAISED HEEL TRUSS `
4 nn
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R-21 INSULATION
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R-21 INSULATION BONUS ROOM BATHROOM
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SCALE: 1/4" = 1'—O" SCALE: 1/4" = 1'—O"
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12 REVISIONS:
4� I I T.O. RAISED HEEL TRUSS—
^; T.O. PLATE
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BONU� ROOM BEDROOM �_ ISSUE:
R-21 INSULATION ----
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T.O. FLOOR
T.O. PLATE
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SHEET NO.:
SHT OF
9
FRAMING NOTES w o N
-_ --
1. REFER TO SHEET S1 FOR FOUNDATION NOTES AND DETAILS. _ D W m o
2• COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. Z U U o @) a
C> °p
3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. (l) 0-/ m
MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR = LL W n u
APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. Q L R
4. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. 0 U
5. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK _ -
8d's @ 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING "
TO BE Y16" OSB OR EQUAL.
6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER
AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS.
7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD
BEARING WALL ABOVE.
8. PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS.
9. ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
HEADERS:
(EXTERIOR AND BEARING ONLY)
7 - INDICATES INTERIOR BEARING WALL
- INDICATES CONCRETE WALL
20'-0"
. a s
10'-8" 3: � . ,
MINIMUM VERTICAL REINFORCEMENT FOR 6",8;10;12"NOMINAL FLAT BASEMENT WALLS -
_
w- ! Soil lasses end design lateral soil(psf per(oo,of depdr)
- -- -- -- --- - SC MIL MLLL
j _ __ GIG; GP,SLY,SY GM,GC,S11_5'C,k ML
MAXIMUM WALL MAXIMUM UNBALANCED 30 45 &ino panic CL
�t HEIGHT BACKFILL HEIGHT —_ _ 60
(fee!) (feet) "^
Minunnm nomirzal wall Q,ickness(inches)Cb
,..
6 8 10 12 6 8 10 12 6 8 10 12
xy
5 4 4048 4@48 4048 4048 4048 4@48 404E 4@48 4048 048 048 @48
24" SQ. x 8" TH. "<r 5 4@48 4@48 4048 4048 4048 4@48 4048 4048 4@48 048 @48 648 CY
i M W/ (3) #4 EA. WAY 4048 4048 4048 4048 4048 4048 4@4B 4048 4048 048 048 8 0 I
6 5 4048 4048 4@48 4@48 4048 4@48 4048 4@48 4035 048 046 048 LL �` Q
USE SIMPSON HOEDOWN i 6 4048 4048 4@48 4048 5048 4048 4048 4048 4048 048 048 @48 `XISTNG HOUSE t AT ALL POST TO PAD 4 4@48 4048 4048 4048 4048 4048 4@48 4048 4048 @48 048 048 Z Z
CONNECTIONS. 7 5 4@48 4048 4048 4@48 4048 4048 4048 4048 5@47 048 048 @48 O �e �
6 4048 4@48 4048 4@48 5042 4048 4@48 4048 6043 @48 048 @48 F W
7 5046 4046 4@48 4@486@42 5046 4048 4@48 60346448 448 048 0 ; Q
4 4@48 4048 4048 4048 4@48 4@48 4@48 4@48 4048 @48 048 048
5 4@48 4048 4048 4048 4048 4048L4@4815@43 @48 @48 @487;7, l
___ ,- 8 6 403 4048 4048 4048 40418 4048 6@37 043 048 048 Q 0
16" SQ. x 6" TH. 7 5040 4048 4048 40486037 5@41 4048 603 043 048 @48 N' U
__ _ 8 6043 5047 4048 4@48 034 6043 4048 6@2760326@444 0 Q
W/ (1) #4 EA. WAY _ _�� 4 4048 4048 4048 4048 4048 4048 40484048 4@4 4@48404 5 4@48 4@48 4048 4@48 4O48 4048 5040404840484(M <[USE SIMPSON HOEDOWNS '"""� �"" 6 4@34 4048 4@48 4@48604 4048 40486@36 O3940484 toAT ALL POST TO PAD ( 7 5@36 4048 404E 4@486034 5@37 4048 6@33 0385037404CONNECTIONS. ; '" \ 8 "0@38 5041 4@48 40486033 6038 5@37 602 @296039 @4 (�
9 60346046 4048 40486@26 6@30 6@41 4048 6019 60236030 6@39 0
4 4048 4@48 4@48 4@48 4@48 4048 4048 4048 4048 4@4 4@4 404 ;p
5 1@45048 4@48 4@48 4@484@33 4048 4@4II 4046 50384@4 404 404 `t.
6 5048 4048 4048 40486045 4O48 4048 4048 6@3 5037404 404
s 1 10 7 6@47 4048 4048 4@48 6048 4@48 4048 60306@356@484@4
� i M 8 6034 5@38 4@48 40i486030 6034 6@47 4048 60226@266035 @45 i
/ �✓"! TNG HOUSE 3-1 4"1 9'-1 1 4' S 9 60346@41 4@48 40486023 6@27 6@35 4048 DR @226027 034
/ 3'-6" / 1 '-8
10 6028 6033 6045 4048 DR 6023 6029 6038 DR @226029iR09AI
/ I r FOR SI: 1 foot = 304.8mm; 1 inch = 25.4 mm; 1 pound per square foot = 0.1571 kPa2/m, 1 pound per square inch = 6.895 kPa.
' -- a. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1.
\ _ b. Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi.
4" CO NC �Ld�B OVER GRAVEL BED c. Vertical reinforcement with a yield strength of less than 60,000 psi and/or bars of a different size than specified in
USE SIMPSON HOEDOWNS ' r the table are permitted in accordance with Section R404.1.2.3.7.6 and Table R404.1.2(9).
d. NR indicates no vertical wall reinforcement is required, except for 6--inch nominal walls formed with stay in place forming
AT ALL POST TO PAD systems in which case vertical reinforcement shall be #4@48 inches on center.
24"'SQ x 8" TH. CONNECTIONS.
e. Allowable deflection criteria is L/240, where L is the unsupported height of the basement wall in inches.
W/ (3) #4 EA,.WAY f. Interpolation is not permitted.
3 g. Where walls will retain 4 feet or more of unbalanced backfill, they shall be laterally supported at the top and bottom
USE SIMPSON HOLD-OWN before backfilling.
AT ALL POST TO PAD USE SIMPSON HOEDOWNS h. Vertical reinforcement shall be located to provide a cover of 1.25 inches measured from the inside face of the wall. The
CONNECTIONS. AT ALL POST TO PAD center of the steel shall not vary from the specified location by more than the greater of 10 percent of the wall thickness
CONNECTIONS. a
or � inch.
h 24" SQ. x 8" TH. I. Concrete cover for reinforcement measured from the inside face of the wall shall not be less than Y4 inch. Concrete cover
W/ (3) #4 EA. W for reinforcement measured from the outside face of the wall shall not be less than 1 Y2 inches for No. 5 and smaller, and not
less than 2 inches for larger bars.
DR means design is required in accordance with the applicable building code, or where there is no code in accordance with ACI 318.
k. Concrete shall have a specified compressive strength of not less than 2,500 psi at 28 days, unless a higher strenth is required l J i by footnote I or m.
i
I
I. The minimum thickness is permitted to be reduced 2 inches, provided the minimum specified compressive strength of conrete is 4,000 psi.
m. A plain concrete wall with a minimum nominal thickness of 12 inches is permitted, provided minimum specified compressive strenght of
conrete is 3500 psi. REVISIONS:
n. See table R611.3 for tolerance from nominal thickness permitted for flat walls.
h
it EXISTNG H USE pIf
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8'-9 7/8" I ISSUE
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FOUNDATION and MAIN LEVEL FLOOR FRAMING PLANS SHEET NO.:
SCALE: 1/4" = 1'-0"
SHT OF
_Y f FRAMING NOTES _ -
c..r., .:.rt.c. W� �
_
1. REFER TO SHEET S1 FOR FOUNDATION NOTES AND DETAILS. Q U) v o
2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOISTS BLOCKOUTS. z- U
3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN ONLY. W W u MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR R
APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. Q s R
4. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. U 0
5. FLOOR SHEATHING TO BE 3/4" CDX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK U7 _
8d's ® 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING
TO BE �1'6" OSB OR EQUAL.
6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER
AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS.
7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD
BEARING WALL ABOVE.
8. PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS.
9. ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
4x10 DF HDR HEADERS - - -
4x10 DF HDR (EXTERIOR AND BEARING ONLY)
— — — — — n ___s - INDICATES INTERIOR BEARING WALL
4 — - INDICATES CONCRETE WALL
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SCA : 1/4" = 1'-0"
SHT OF
FRAMING NOTES m w o " 0
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2. COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF FOUNDATION/SLAB/JOTS BLOCK TS. Z = U I!J o Cad
U
3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR SCHEMATIC DESIGN (J)
MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPAR ENT FOR = U-Lu W d u
APPROVAL PRIOR TO THE FABRICATION AND INSTALLATION. Q
4. ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. Q Q U 0
5. FLOOR SHEATHING TO BE 3/4" COX OR OSB STURDI-FLOOR T&G, GLUE AND NAIL W/ RING SHANK _ ~
8d's 0 6" EDGES & 12" IN THE FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING
TO BE %6" OSB OR EQUAL.
6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER
AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS.
7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD
BEARING WALL ABOVE.
8, PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS.
9. ALL CONNECTIONS TO BE SIMPSON OR EQUAL.
HEADERS:
(EXTERIOR AND BEARING ONLY)
z— - INDICATES INTERIOR BEARING WALL
_EAVE/GUTTER - INDICATES CONCRETE WALL
I i I
! 4x10 rFJ2 HWR ! j 4x10 D� #2 HDT _ a
% {
R�KE/BARGE RAKE/BARGE
a
J,
x
i
i LL W Q
/ f O
Q W
XIS G OF � - -- - -- -- -__ - N _ _ Of
EAVE/GUTTE ® - - - - - - - - - -- Q � O
__-
Li
-
( f 48 DF # D - d Q
Li
EAVE/GUTTER w` I z j
r N G Ilw
MAIN FLOOR ROOF ( /( I 9�1�J a iI I I a
FRAMING SEE PG. S2 - -- - -- - - - --- - -- - - _ -_ -. -_ _ - -- -_ i I
Imo- F�
�'� - _ -+ - - - - -- - - - - - -4:12 RID - - - - - - - -- - - -- ._ -
j
RIDGE L] �
0
-
EX NG OOF
x
7 - - -- - - - - - - - - -- - - -- - -I
/ w ! i i � T-
IiAKEIBA GE RA E/BAR E
4z10 OF HDR i i i 4x1Q OF #2 HDR
REVISIONS:
AS G OF _.
MAIN FLOOR ROOF __ - - - _ EAVE/GUTTER
FRAMING SEE PG. S2 �
ISSUE:
DATE:
So
a
\o oR � a
�B
oca
gas " -
_oo _
0y
yy O
SHEET NO.:
UPPER FLOOR ROOF FRAMING PLAN
` SCA E: 1/4" = 1'-O"
SHT OF
. r.
m LLL
u
LL
Q U)
Z = w � s
to m R
}•;
LLJ
�{ = - C a u
L o
= 0
U � o
�v
FLOOR JOIST
3/4" T&G PLYWD/OSB —
GLUE & NAIL TO
SUPPORTING MEMBERS
" / 26 SILL ANCHOR TO SILL WITH 16d'S
AT 8" OC (TYPICAL) _
---2x TREATED SILL — 1/2"X10" ANCHOR BOLTS,
r EMBEDED 7" INTO CONCRETE, AT 4'-0"o/c, AND
SET BETWEEN 3 1/2" AND 12" FROM BOARD ( .
ENDS WITH 3" X 3° X 1/4" THICK WASHERS. '
z s
2x BEARING WALL.
z_ #4 BAR CONT. AT TOP GRADE
CONIC FOUNDATION WALL
co 6 MIL BLACK VAPOR -
BARRIER z O r
L- LJ Q
J FILTER FABRIC m
12" WIDE x 6" DEEP CONIC
FOOTING W/(1) #4 BARS CONT. - 0 �
Q LaJ
12" WIDE x 6° DEEP CONIC 2" 8" 2" MULTI—STORY 4" RIGID PERE FOOTING
0 F-
FOOTING W/(1) #4 BARS CONT. DRAIN, W/ 12-MIN OF DRAIN 0
3" 6° 3" SINGLE STORY ROCK COVER COMPOSITION SHINGLE ROOF Q O
U
OFOUND & ' 10N 'l-AIL FOUNDA TION DETAIL 0 Q
JOISTS MAY RUN PERPENDUCILAR �' 1/2" OSB ROOF SHEATHING PER PLAN Q °° Q
TO DIRECTION SHOWN
- - -
x MANUFACTURED ROOF TRUSS U
BLOCK W/ (4) 2" DIA HOLES -
V
Vag•`` 5/46 PRIMED SPRUCE
•\'\,� SIMPSON Hi SHEAR CLIP
AT EACH TRUSS TO TOP PLATE
2X6 STUD WALL
4" CONIC. SLAB OVER 6
1/2"XiD° ANCHOR MIL VAPOR BARRIER ON j
BOLT SEE DETAIL i GRANULAR FILL
I
NOTE: SEE A3.3 FOR TRUSS HEEL DETAIL
FINAL GRADE
GIRDER — SEE PLAN
z REBAR PIN OR ABE44 WITH 1/2° "'�—
X 3.5" EXPANSION BOLT — lx4 CLEAT EACH SIDE
fa
EE DETAIL 1 FOR PROTECT BASE WITH COMP. ROOF 4x4 PT POSTS
°D ` 'FOUNDATION SHINGLE TAB "{ 46 PT POST 0 BEAM JOINTS
CALL—OUTS I 9
4
r�
c = = =�
5/8" G.W.B. AT GARAGE
t__. ...-_ WALL SHEATHING AND SIDING
6 MIL BLACK VAPOR 6 2'—U" L i6°x 16" X 8" DEEP CONIC ."REVISIONS:
BARRIER S FTG WITH (1) #4 EACH WAY
2X6 STUDS AT 16" OC
Zi
FOUNDATIC ' q DETAIL GIRDER DE" 4 ;I .
2 "'1 JOISTS MAY RUN PERPENDUCILAR V 1.
To DIRECTION sHOWN NOTE: SEE A3.3 FOR TRUSS HEEL DETAIL � � ���
ISSUE:
DATE:
COMPOSITION SHINGLE ROOF 1/2" ANCHOR BOLT AT 4B"
OC OR AS REQUIRED IN THE _
SHEAR PLAN. USE 3X3X1/4
1/2" OSB ROOF SHEATHING PER PLAN PLATE WASHERS
F
2X6 P.T. SILL WITH _
MANUFACTURED ROOF TRUSS SILL,. SEALER STRIP BELOW
BLOCK W/ (4) 2" DIA HOLES ,. 4" CONCRETE SLAB W/ FIBER
*C TIGHT UNE DOWN SPOUT o'c o
jDRAIN, CONNECT TO STORM MESH.- OVER 4" GRAVEL BED
METAL DRIP EDGE SEWER p5 DIRECTED " y
2x6 I -- —
FINISHED GRADE
BLOCK OUT GARAGE SLAB 9" AR
DOOR _ �. # e
TO PROVIDE POCKET FOR 9" SLOPE GARAGE SLAB 2% SIT EACSONH
H1 SHEAR CLIP
GARAGE DOOR. CONTINUWS FOR POSITIVE ¢" ]" METAL GUTTER AT EACH TRUSS TO TOP PLATE 6" CONCRETE STEM WALL
(N) CONC. FOUNDATION WALL „ d v E a.
RAINAGE AWAY FROM t y
2% SLOPE E— �- TRUCTURE CONT. METAL SOFFIT VENT STAGGERED EA.#4 HOOKED TSIDE ¶SEE
"- E
SHEET St FOR SPACING °�s E €
J-- WALL SHEATHING AND SIDING 6 E °
oY VFcc
—_ — •1 __ G.W.B. �—
DRILL AND EPDXY (2) 1/2" ALL THREAD TOP and BOTTOM //� 6X12 FOOTING W/ (1)
(E) CONC. FOUNDATION WALL 2X6 STUDS AT 16" OC / #4'S CONT. 6 o
COMPACTED FILL I _ 4" PERFORATED FOOTING DRAIN ° a €
II — IN SHED ROCK COVERED WITH a
DSCAPE CLOTH — RUN TO ago
E DETAIL 1 FOR TORM SEWER AS DIRECTED a
/J OUNDATION CALL—OUTS
GARAGE 0 . ° DOOR FOUNDATION DETAIL EAVE SECTION
~ -- -- --- - SHEET NO.:
c
Mp.W
(N) CONC. WALL TO (E) CONC. WALL `
SHT OF