76'-0" 10'-5 7/8" 10'-2" 3 7/8 15'-10 1/8" 5'-0" 42'-1 7/8" DINING. IS x83 KITCHEN. 36x80 CLAYTON WAKARUSA

Transcription

1 SHEAR WALL "B" SHEAR WALL "A" '-0" 70'- /" '- /" '- /" 7'-0" '- 7/" '-0 /" '-0" 0'- 7/" 0'-" MASTER BATH / MASTER BEDROOM / DINING 0 WS FURN x0 ES / LAUN. SHELF D W / W/H 9 / WS '-" WS / WS WALK IN / 0E / LIVING ROOM x0 IS-.0 x KITCHEN SHELF PAN F / BEDROOM # E / BATH # / BEDROOM # E '- /" 70'- /" '- /" '- /" 0'- /" 7'-0 /" '-9" '-0" '-0 /" 0'- 7/" 0'-" SHEAR WALL "C" FLOOR PLAN

2 MASTER BATH MASTER BEDROOM " x " x '-0" DINING '-" 0'-9" RAG LAUN. SHELF D W RAG RAG 7'-" WALK IN 9'-9" 9'-0" '-0" x HIGH x LOW LIVING ROOM KITCHEN PAN BEDROOM # BATH # 0 7'-" BEDROOM # NOTES:. ALUMINUM HEAT DUCTS. X0 REGISTERS. INLINE REGISTERS STANDARD. " BRANCH DUCTS '-0" '-0" '-" '-" HVAC LAYOUT

3 SHIP LOOSE QUANTITY DESCRIPTION " XLTL " SANTEE " COUPLING 0 " C/O W/PLUG ' " PIPE SANTEE DBL SANTEE LTTY XLTL ELL WYE " P-TRAP 7 DBL LTTY CO DBL ELL " 9 x CLST. ELL AUTO VENT K/S /" P-TRAP WASHER /" STAND PIPE CO " /" " /" " 0" " " /" " 9 /" " " " " " VTR " " P-TRAP " 7" " VTR CO " '- /" " " /" " P-TRAP " 7 7/" " " " " P-TRAP CO " " " 0" /" " 0" " " " " " 0'-" " " MAIN DRAIN NOTE:. ALL PIPE AND FITTINGS ARE PVC SCHEDULE 0.. ASSEMBLY OF PIPE AND FITTINGS PER CONTAINER OF GLUE AND SOLVENT.. MATERIAL, PIPE, AND FITTINGS BY MANUFACTURE.. PIPING TO BE SUPPORTED AT '-0" AND /" PER FOOT SLOPE MAINTAINED.. CUT PIPE TO LENGTH, COUPLERS ARE PROVIDED.. DASHED LINES INDICATE FIELD INSTALLED PIPE. 7. A COPY OF THIS LAYOUT TO ACCOMPANY UNIT AS PART OF THE INSTALLATION INSTRUCTIONS. PLUMBING DWV LAYOUT

4 WASHER COLD HOT SHUT-OFF VALVE KITCHEN SINK /" INLET /" /" /" /" W/H /" /" /" /" /" D/W /" ICE FAUCET NOTES:. ALL PIPING IS TUFF-PEX. ALL FITTINGS ARE LISTED FOR USE WITH TUFF-PEX. ALL LINES /" UNLESS OTHERWISE SPECIFIED. MAIN SHUT-OFF INSTALLED AT INLET. ALL OTHER SHUT-OFFS ARE IONAL.. WATER HEATER TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. PLUMBING SUPPLY LAYOUT

5 DRYER 0000 BTUH W/H 000 BTUH FURNACE 000 BTUH /" INLET /" /" RANGE 000 BTUH PLUMBING GAS LINE LAYOUT

6 WP HTR MASTER BATH WALK IN MASTER BEDROOM 9 SD 9 SD LIVING ROOM DINING 9 KITCHEN PV PAN T BEDROOM # F 0 SD 9 ES LAUN. SHELF D W BATH # W SD 9 BEDROOM # WP WP P ELECTRICAL LAYOUT

7 7'-0" '-0" 7'-0" (SEE CLAYTON INSTALLTION MANUAL FOR PIER / FOOTER LAYOUT & DESIGN INFORMATION) '-" GAS '-0" '- " '-0" ELECTRIC WATER 0'-" 9 9 '-0 " 0 9'-0" DWV 9 7 9'-" DWV 99 '-". DESIGNED FOR PSF ALLOWABLE SOIL IN ACCORDANCE WITH (PAGE 7 & ) [.0] 7'- ". FROST DEPTH IS INCHES PER (FIGURE A) OR FROM LAHJ.. FROST PROTECTION WILL BE PROVIDED BY (Check one) : NA ; PLACING FOOTERS BELOW GRADE ; FROST PROTECTED DESIGN PAGE ; FROST FREE DESIGN PAGE [.(b)]. SPACE FRAME PIERS AT ' FROM EACH END AND FT.- INCHES ON CENTER BETWEEN.. LOAD AT EACH FRAME PIER WILL BE LBS. PER (TABLE ) without perimeter blocking OR (TABLE 7 ) with perimeter blocking AT SPACING ABOVE.. SINGLE or DOUBLE (circle one) DRY or MORTARED(circle one) STACK CONCRETE BLOCKS WILL BE USED FOR ALL FRAME PIERS WHICH HAS CAPACITY OF LBS PER MAX. & PIER HEIGHT IS INCHES OR LESS (TABLE 9) (PAGE ) [.0] 7. FRAME PIER FOOTING AREA WILL BE SQ. INCHES WHICH WILL BE INCHES (SQUARE OR DIAMETER) (circle one) (TABLE 0). FOOTERS WILL BE POURED/ PRECAST/ OTHER: (circle one or fill in) WITH MINIMUM DEPTH OF INCHES (TABLE 0A) 9. LOAD AT SIDEWALL OPENINGS IS LBS. (TABLE d). FOOTING AREA WILL BE SQ. INCHES WHICH WILL BE INCHES (SQUARE OR DIAMETER) (circle one) (TABLE 0) 0. MATING WALL COLUMN PIERS: SPAN: FT.; LOAD: LBS.; FOOTER SIZE: INCHES (SQUARE OR DIAMETER) (circle one); PIER CONF: STACKED; (PER TABLE ; TABLE 0;TABLE 9) (Reference to Clayton Homes DAPIA approved Installation manual) [Reference to Federal Statutes CFR Part 0, or ]. THIS PRINT IS PROVIDED TO SHOW THE REQUIRED PIER LOCATION THAT ARE NOT MODIFIED BY THE SITE SOIL CLASSIFICATIONS. REFERENCE THE CLAYTON HOMES HUD INSTALLATION MANUAL FOR ALL LAYOUT AND DESIGN INFORMATION. THIS STRUCTURE HAS NOT BEEN DESIGNED TO BE LOCATED WITHIN FLOOD HAZARD LOCATIONS, WHEN SITE IS LOCATED, AUTHORITY HAVING JURISDICTION OR FLOOD HAZARD MAPS, THE UNIT SHALL HAVE LOWEST FLOOR ELEVATED ABOVE THE DESIGNED FLOOD ELEVATION. THE DESIGN WIDTH IS NOMINAL AND DOES NOT TAKE INTO ACCOUNT THE OSB, SIDING, OR GAPS IN THE MATELINE AREA. A SITE INSTALLER SHOULD CONFIRM ALL MEASUREMENTS WITH THE FINISHED STRUCTURE.. PERMITER BLOCKING SHOWN MAY BE OMITTED DUE TO ADDITIONAL FLOOR JOISTS PER THE SET UP MANUAL ADDENDUM SU-ADD Wind Speed: Wind Zone. Maximum Roof Load: 0psf. Seismic Design Category: C. Max Sidewall Overhang: " Perimeter blocking not Required FOUNDATION LAYOUT 0#, 0# DRAWN BY: BH 7