FOUNDATION NOTES
Tuscon,AZ, USA 888-864-0184 inquire@frameupnow.com www.frameupnow.com
36' - 1"
1. 2. 3. 4. 5. 6. 6. EXTERIOR CONCRETE SLABS WHICH ARE NOT PART OF THE MAIN SLAB SHALL BE MINIMUM 4 INCHES THICK WITH NO STEEL REINFORCING BARS REQUIRED, UNLESS NOTED OTHERWISE ON FOUNDATION PLAN. VERIFY THE FOLLOWING PRIOR TO POURING: ALL HOLDDOWNS , STRAP, AND POST LOCATIONS. CONCRETE FINISHES. PANEL RISER LOCATION - WHERE APPLICABLE. UNDERSLAB MECHANICAL REQUIREMENTS. STEM WALL BLOCKOUTS. UNDERSLAB ELECTRICAL REQUIREMENTS AND PANEL RISER LOCATION. WHERE APPLICABLE. PROVIDE THE FOLLOWING: - PVC SLEEVES THROUGH FTG IF REQUIRED - 20' #4 COPPER GROUND BAR. SLOPE FINISH GRADE AWAY FROM FOOTING. 7. SLABS ON THE SHORTER SIDE USES MAIN BARS ARE USED IN THIS DIRECTION ONLY WITH SMALLER DIAMETER DISTRIBUTION BARS ARE PLACED, FORMING A MAT OR GRID. 4. ALL REINFORCEMENT BARS SIZE 10MM OR LARGER IN ACCORDANCE TO ASTM 3. ANCHOR BOLTS AT ALL EXTERIOR WALLS SHALL BE MINIMUM 1/2 INCH DIAMETER WITH A MAXIMUM SPACING OF 6'-0" ON CENTER, UNLESS NOTED OTHERWISE. 4. ANCHOR BOLTS SHALL BE INSTALLED WITHIN 12 INCHES OF EACH END OF EACH SILL PLATE WITH AT LEAST TWO ANCHOR BOLTS FOR EACH BOLTS FOR EACH SILL PLATE LONGER THAN 12 INCHES. 5. SIMPSONS SILL ANCHORS MAYBE SUBSTITUTED FOR ANCHOR BOLTS AT THE SAME SPACING. NOTES: TERMITES PRETREATMENT BY LICENSED CONTRACTOR UNDER SLAB AND AROUND FOOTINGS. ALL AREAS BELOW SLABS SHALL BE TREATED NO MORE THAN 24 HOURS PRIOR TO CONCRETE POUR. EVIDENCE OF TREATMENT MUST BE PROVIDED PRIOR TO PLACING OF CONCRETE. 1. MATERIALS: ALL INTERIOR CONCRETE SLABS SHALL BE A MIN. OF 4" THICK CONCRETE OVER 4" COMPACTED AGGREGATE BASE (ASTM D698), FINISH ELEVATIONS AS NOTED ON DRAWINGS, 6" ABOVE ADJACENT GRADE, LEVEL SLABS TO 1/8"-10' MAX.. CONCRETE SLABS SHALL BE 2500# PSI AT 28 DAYS. A 4" ALLOWABLE SLUMP. 2. PAD PREPARATION: - EXCAVATION FOR FOOTING SHALL BE NEAT. - FOOTINGS SHALL BE POURED IMMEDIATELY AFTER EXCAVATION AND APPROPRIATE INSPECTION. - ALL REINFORCING STEEL MARKED "CONTINUOUS" SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES AND AROUND CORNERS OR INTERSECTIONS WITH A STANDARD 90 DEGREE BEND ON CORNER BARS. LAP WIRE MESH ONE FULL MESH AT SIDE AND END LAPS. - ALL HARDWARE TO BE SIMPSON OR EQUIVALENT. - EXTERIOR FRAME WALL TO BE SECURED WITH 1/2"X10" ANCHOR BOLTS 4'-0" O.C. FOR 1- STORY AND 2'-8" O.C. FOR 2-STORY. BOLTS SHALL BE LOCATED WITHIN 1'-0" OF EACH END PIECE AND SHALL HAVE A MIN. OF TWO BOLTS PER PIECE. -FOUNDATION ANCHOR STRAPS SHALL BE PERMITTED,ACCORDING TO RESIDENTIAL CODE 2021 - ALL INTERIOR WALLS TO BE SECURED WITH POWER DRIVEN PINS PER MANUFACTURER SPECIFICATION USE PIN SPACING EQUIVALENT TO 1/2" ANCHOR BOLTS. - ALL CONSTRUCTION TO CONFORM TO THE 2012 IRC - R-10 RIGID INSULATION OUTSIDE OF EXTERIOR FOUNDATION WALLS UNDER LIVING AREA. - CONCRETE PAD FOR CONDENSER THICKNESS IS 4" MIN UNLESS OTHERWISE NOTED. 3. CONCRETE CONSTRUCTION: - THE SLAB SHALL BE UNDERLAIN BY A VAPOR BARRIER/RETARDER IN THE LIVING AREA (TYPICALLY POLYETHYLENE, UNLESS MORE STRINGENT PROTECTION REQUIRED BY THE ARCHITECT, ENGINEER, FLOOR COVERING MANUFACTURER, OR ACCEPTED PRACTICE). UNLESS OTHERWISE REQUIRED, BARRIER MAY BE OMITTED AT GARAGES, PORCHES AND PATIOS WITHOUT FLOOR COVERINGS. IT IS BEYOND THE SCOPE OF THESE PLANS TO DETERMINE THE APPLICABILITY OF THESE MORE STRINGENT REQUIREMENTS. BUILDER SHALL VERIFY PRIOR TO CONSTRUCTION. 4. REINFORCEMENT : - IF CONSTRUCTED ON ACTIVE SOILS, THE LONG TERM PERFORMANCE OF THE FOUNDATION IS DEPENDENT ON MAINTENANCE BY THE OWNER. THUS THE BUILDER SHALL ADVISE THE OWNER OF THE FOLLOWING: 1. DRAINAGE MUST BE MAINTAINED. WATER SHALL NEVER BE ALLOWED TO POND NEAR THE FOUNDATION. 2. THE SOIL AROUND THE FOUNDATION SHALL BE MAINTAINED IN A RELATIVELY DAMP CONDITION,SUCH AS THAT REQUIRED TO KEEP A LAWN GREEN. IF IT DRIES OUT IT WILL SHRINK. IF IT GETS WET, IT WILL HEAVE UPWARD. 3.
*
*
24"X12" FTG W/2-#4 REBAR
AA, Ethiopia Info@housedocs.store www.housedocs.store
33' - 1"
4" CONCRETE SLAB W/ REINF. BY INDEPENDENT ENGINEER OVER 4" GRANULAR FILL F.F.E. @ 0'-0"
KEY PLAN
1' - 6"
4" THICK 2500 PSI MIN. CONC. PAD EXTEND AS REQUIRED TO MAINTAIN 2 1/4" MIN. EDGE DISTANCE OF ALL TAPCONS AT "L" CLIPS
NO.
DESCRIPTION
DATE
NOTE:
LEGEND:
4" CONCRETE SLAB W/ REINF. BY INDEPENDENT ENGINEER OVER 4" GRANULAR FILL F.F.E. @ 0'-0"
24"X12" FTG W/2-#4 REBAR
*
*
24"X12" FTG W/2-#4 REBAR
1' - 3"1' - 1"
15' - 5"
19' - 8"
PROJECT
37' - 4"
IMMENSE-550
3/8" = 1'-0" 1 FOUNDATION PLAN
NOTE : FIELD VERIFY ALL DIMENSIONS SEE DIMENSIONED ARCHITECTURAL DRAWINGS
DRAWING NAME
FOUNDATION PLAN
Client Name 0061_12
DATE: PROJECT NUMBER: DESIGNED BY: CLIENT NAME:
8/14/2025 11:21:26 AM
Designer
housedocs.store
CHECKED BY: DRAWN BY:
Checker
S101
SQUARE FOOTAGE
LIVING
1183
TOTAL
1183
SCALE:
3/8" = 1'-0"
© [2024] [FrameUpNow] . All rights reserved
Made with FlippingBook Online newsletter maker