HomeMy WebLinkAbout2018-0831 (Pope) A10101.TYPICAL FOUNDATION WALLS TO BE 8" REINFORCED CONCRETE PER PLAN WITH 1/2"DIAMETER GALVANIZED ANCHOR BOLTS (MINIMUM 7" EMBEDMENT) 4'-0" O.C.WITHIN 6" FROM CORNER EACH SIDE. ANCHOR TREATED PLATE WITH LBP BEARINGPLATE + GALVANIZED WASHER/NUT. REINFORCE PER STRUCTURAL ENGINEER.02.NEW 24" x 12" REINFORCED CONCRETE FOOTING WITH (2) #5 HORIZONTAL BARSAND #4 VERTICAL BARS EVERY 4'-0" O.C. VERTICAL BARS TO CORRESPOND WITHANCHOR BOLT LOCATIONS.03.NEW CONCRETE SLAB -REF: FIRST FLOOR FRAMING PLAN.04.TURNED DOWN SLAB -FOOTING MIN. 36" DEPTH. REF: SECTION. ALL SLABS TO SHEDWATER AWAY FROM BUILDING.05.FUTURE: NEW PIER FOOTING -24" x 24" x 12" -COORDINATE WITH POSTATTACHMENT06.FUTURE: NEW 6" x 6" TREATED WOOD POST FOR DECK CANOPY07.PERIMETER DRAINAGE (CONTINUOUS) -CONFIRM EXISTANCE OF CURRENTPERIMETER DRAIN -OWNER OPTION TO PROVIDE PERIMETER DRAINAGE IF CURRENTDRAIN DOES NOT EXIST.08.EXISTING FOUNDATION / BASEMENT WALLS09.POINT LOAD FROM ABOVE. REVIEW BEARING CONDITIONS TO ENSURE ADEQUATESUPPORT -REF: STRUCTURAL ENGINEER10.EXISTING CRAWL SPACE -TO REMAIN11.NEW CONCRETE STEPS / WALKS -REF: SITE PLANFOUNDATION PLAN NOTES XA.FIELD VERIFY ALL CONDITIONS -INCLUDING GRADING.B.REFER TO ARCHITECT IF THERE ARE ANY DISCREPANCIES TO PLANS AND ACTUALFIELD CONDITIONS.
C.TYPICAL NEW FOOTINGS: (SIZE PER PLAN) REINFORCED CONCRETE FOOTING WITH(2) #5 CONTINUOUS HORIZONTAL BARS AND #4 VERTICAL BARS EVERY 4'-0" O.C. &MAX 8"FROM EACH SIDE OF CORNER. VERTICAL BARS ARE TO CORRESPOND WITHANCHOR BOLT LOCATIONS. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 36"BELOW FINISH GRADE -TYPICAL (STEP AS NECESSARY FOR SPECIFIC SITELOCATION).
D.REVIEW ALL STRUCTURAL ISSUES WITH STRUCTURAL ENGINEER.FOUNDATION GENERAL NOTES-BLACK COLUMN -BUILT-UP STUD COLUMN SUPPORTING LOADS FROM ABOVE-GRAY COLUMN -BUILT-UP STUD COLUMN BELOW-WHITE COLUMN -EXISTING COLUMN
-DIAGONAL DOWN HATCH -LOAD-BEARING WALL BELOWFRAMING PLAN SYMBOLS-SCREENED DIAGONAL DOWN HATCH -LOAD-BEARING WALL FROM ABOVE-THIN LINE -2x JOISTS/RAFTERS AT SPACING SPECIFIED IN PLAN NOTE DESCRIPTION.24' - 0"24' - 0"8" 22' - 8" 8"8"22' - 8" 8"2' - 10" 18' - 4" 2' - 10"14' - 2 1/2" 4' - 0" 15' - 7 1/2" 10' - 0"1' - 9 1/4" 8' - 8"1' - 8 1/4"12' - 1 1/2"VERIFY WHERE THIS DIMENSION IS TAKEN FROM IN FIELD20' - 10 1/2"V.I.F. 7' - 3"TYPICAL 05 TYPICAL06TYPICAL02 TYPICAL01040311
TYPICAL08TYPICAL 07 10 10
0803A20208STATUSSHEET NUMBER:SHEET TITLE:PROJECT NAME:CERTIFICATIONCopyright HAUS Architecture LLC, 2018; Scope Documents Per Sheet A000DRAWN BY: CHECKED BY: PROJECT NUMBER: FILE NAME:COPYRIGHT: HAUS -2018
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PMR--2015_46
A101
PRIVATERESIDENCEFoundation
Plan1/4" = 1'-0" 01Foundation Plan04/08/19
David Rutti