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211-7 CENTER OF DOORABOVE
BLOCKING (SPLACES).BOTHENDSOF
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HOMEOWNER BUILDER IS RESPONSIBLE FOR THE FOUNDATION WALLS ARE 8'-8" AFTER ANCHOR_/ S
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ANCHOR
FULL
FOUNDATION TO MEET BUILDING, E FLOORISPOURED. INSTALLANCHOR _Ix4 BRIDGING 0 PLACES)
STRAPS ACCORDING TO (S LLENOTHOFHOUSE
ALL OTHER CODES THAT MAY APPLY TO THIS FOUNDATION. BE OIS.
INSTRUCTIONS. 10
FRONT & BACK OFjH%USFP
THIS PLAN DOES NOT
ACCOMMODATE A BRICK
ADJUSTABLE COLlUMN—\? TIE DOWN DETAILS
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10# I-Beam pocket 10# I-Beam pocket
deep
deep
CRAWLSPACE ACCESS AND OR BASEMENT u
L WINDOWIDOOR ROUGH OPENINGS SHALL BE
DETERMINED, LOCATED, VERIFIED AND POST AND PAD
INSTALLED ON SITE, BY OTHERS. REQUIRED
FOOUNG
FOUNDATION
12'-10 CENTER OF DOOR A-BOVE
ABOVE z
0-64 - MNTEROFDOOP .-S
GARAGE FOUNDATION WALIS ARE 4'-0" HIGH FROM TOP OF
FOOTING TO TOP OF CONCRETE WALL 30'.0"
4" CONCRETE FLOOR REINFORCED w/ 6x6 101 WIRE MESIL
GARAGE FLOOR STARTS 4" BELOW FOUNDATION WALL TOP & PORCH
SLOPES DOWN 4" FROM BACK TO FRONT. ON SITE, BY OTHERS s E�
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ANCHOR STRAPS SHALL INSTALLED PER MANUFACTURERS
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GARAGE OPTION
ON SITE, BY OTHERS
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FOUNDATION PLAN. DATE: 12-9-2011
SCALE: NTS
GENERAL FOUNDATION NOTES: DRAWN- CGK
WARDCRAFT HOMES INC. FOUNDATION PLANS ARE FOR DIMENSIONING PURPOSES ONLY. PROJECT.
ALL FOOTING, FOUNDATION WALL AND REINFORCEMENT SIZES TO BE DETERMINED BY FOUNDATION
ENGINEER!S ANALYSIS OF ON SITE SOIL CONDITIONS. DISCLAINMR: #4964
COLUMN SIZING AND DESIGN TO BE DETERMINED BY ENGINEER!S ANALYSIS OF DESIGN LOADS. WARDCRAFT HOMES SHALL NOT BE IN ANY WAY RESPONSIBLE FOR SHEET
COLUMN SPACING SHOWN IS BASED ON MODULAR DESIGN. THE QUALITY NOR THE QUANTITY OF MATERIALS USED OR NOT USED
PROPOSED CHANGES TO COLUMN SPACING MUST BE REVIEWED AND APPROVED BY WARDCRAFT HOMES INC. IN THE FABRICATION AND FINAL PRODUCT OF THIS FOUNDAIJON. NOR IS
WARDCRAFT HOMES RESPONSIBLE FOR ANY STANDARDS OF WORKMANSHIP, A.:)
IT IS THE RESPONSIBILITY OF THE HOMEOWNER AND OR FOUNDATION CONTRACTOR TO MEET WHERE REPRESENTATIVES AND/OR DEALERS OF WARDCRAFT HOMES ARE
ALL ELECTRICAL, MECHANICAL, ENERGY, AND BUILDING CODES WHICH MAY APPLY TO THIS FOUNDATION PLAN. ACTING AS INDEPENDENT CONTRACTORS, THEY DO SO AS THEIR OWN REPRESENTATIVES.
COPYRIGHT 2009
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N y ABBREVIATIONS w
w a AFF = ABOVE FRAMED FLOOR a
BTM = BOTTOM O
BSMT = BASEMENT
— — — — — — — — — — — — — — — — — —
r — —' -- D =DRYER �
16' -0" 181-01, DBL = DOUBLE ea
DW = DISHWASHER r
DN =DOWN
EXT = EXTERIOR
3 . GLB =GLUE LAMINATED BEAM 00 HDR = HEADER ti
' THESE PLANS MEET OR EXCEED THE FOLLOWING CODES-- HH = HEADER HEIGHT
_tea 2009IRC LVL = LAMINATED VENEER LUMBER
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19 = ON CENTER
2011 NEC F� a3 67 1� a tid OSB = ORIENTED STRAND BOARD
2009 IECC SEISMIC ZONE C OSBO = ON SITE BY OTHERS DATE: 12 - 2011
HEADER SIZED BY OTHERS
PSL = PARALLEL STRAND LUMBER SCALE: NTS
11' -0" I1' -0'• REF = REFRIGERATOR
SG = SAFETY GLAZED DRAWN: CGK
SGL = SINGLE PROJECT:
221-0" GENERAL FLOOR PLAN NOTES SW =SHEET ROCK WRAPPED #4964
1. ALL DIMENSIONS U.N.O. ARE TO WOOD. NO DRYWALL, SIDING, O.S.B. OR FOAM IS INCLUDED. TC = TRASH COMPACTOR SHEET
2. EXTERIOR WALLS ARE 2x6 CONSTRUCTION U.N.O. INTERIOR WALLS ARE 2x4 CONSTRUCTION U.N.O. TYP = TYPICAL
3. ALL EXTERIOR WALLS WITH OPENINGS (WINDOWS, DOORS, ETC.) SHALL HAVE A (1)2x1O HEADER U.N.O. UNO = UNLESS NOTED OTHERWISE
4. WARDCRAFT HOMES INC. WILL NOT BE RESPONSIBLE FOR ANY LEAKS THAT MAY OCCUR AFTER INSTALLING VL =VERSA -LAM
ANY PORCH/PATIO/DECK WITH IT'S FINISHED ELEVATION BEING LESS THAN 4" BELOW THE BOTTOM OF THE EXTERIOR DOOR THRESHOLD. W =WASHER
WW =WOOD WRAPPED
COPYRIGHT 2009