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2 <br />2 <br />B B <br />C C <br />A A <br />1 <br />1 <br />3 <br />3 <br />4 <br />4 <br />UP <br />FE <br />FE <br />100 101 <br />102 103 <br />ALIGN <br />ALIGN <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />E <br />BEDROOM 1 <br />BEDROOM 2 <br />BATH <br />KITCHEN <br />LIVING <br />DINING <br />LIVING <br />BEDROOM 1 <br />BEDROOM 2 <br />DINING <br />BATH <br />KITCHEN <br />KITCHEN <br />DININGDINING <br />KITCHEN BEDROOM 2 <br />BEDROOM 2 <br />BATHBATH <br />BEDROOM 1BEDROOM 1 <br />LIVING <br />LIVING <br />CLOSET 1 <br />CL <br />O <br />S <br />E <br />T <br /> <br />2 <br />CL <br />O <br />S <br />E <br />T <br />2 <br />CLOSET 1 <br />CL <br />O <br />S <br />E <br />T <br />2 <br />CL <br />O <br />S <br />E <br />T <br /> <br />2 <br />CLOSET 1 CLOSET 1COATCOAT <br />COATCOAT <br />INACCESSIBLE <br />AREA UNDER <br />STAIR <br />1 <br />PT1 <br />1 <br />PT1 <br />1 <br />PT1 <br />1 <br />PT1 <br />1 <br />PT1 <br />1 <br />PT1 <br />1 <br />PT1 <br />1 <br />PT1 <br />1 <br />PT1 <br />// <br />// <br />// <br />// <br />// <br />4 <br />8' <br />- <br />0 <br />" <br />TD1 <br />TD1 <br />4 <br />24 <br />ST1 <br />ST1 <br />// <br />// <br />// <br />// <br />// <br />// <br />4 <br />10 <br />' <br />- <br />0 <br />" <br />TD1 <br />TD1 <br />ST1 <br />ST1 <br />// <br />// <br />// <br />// <br />// <br />// <br />4 <br />10 <br />' <br />- <br />0 <br />" <br />TD1 <br />TD1 <br />ST1 <br />ST1 <br />//////// <br />4 <br />6'-0" <br />ST2 <br />//// <br />4 <br />4'-0" <br />ST2 <br />//////// <br />4 <br />6'-0" <br />ST2 <br />//// <br />4 <br />4'-0" <br />ST2 <br />// <br />// <br />// <br />// <br />// <br />4 <br />8' <br />- <br />0 <br />" <br />TD1 <br />TD1 <br />4 <br />24 <br />ST1 <br />ST1 <br />// <br />// <br />// <br />// <br />// <br />4 <br />8' <br />- <br />0 <br />" <br />TD1 <br />TD1 <br />4 <br />24 <br />ST1 <br />ST1 <br />// <br />// <br />// <br />// <br />// <br />// <br />4 <br />10 <br />' <br />- <br />0 <br />" <br />TD1 <br />TD1 <br />ST1 <br />ST1 <br />// <br />// <br />// <br />// <br />// <br />// <br />4 <br />10 <br />' <br />- <br />0 <br />" <br />TD1 <br />TD1 <br />ST1 <br />ST1 <br />// <br />// <br />// <br />// <br />// <br />4 <br />8' <br />- <br />0 <br />" <br />TD1 <br />TD1 <br />4 <br />24 <br />ST1 <br />ST1 <br />AB <br />U <br />8 <br />8 <br />Z <br />AB <br />U <br />8 <br />8 <br />Z <br />P1 P1 <br />AB <br />U <br />8 <br />8 <br />Z <br />AB <br />U <br />8 <br />8 <br />Z <br />P1 P1 <br />//////// <br />4 <br />6'-0" <br />ST2 <br />//// <br />4 <br />4'-0" <br />ST2 <br />//////// <br />4 <br />6'-0" <br />ST2 <br />//// <br />4 <br />4'-0" <br />ST2 <br />//////////////////// <br />4 <br />16'-0" <br />TD1TD17 <br />24 <br />ST1 <br />//////////////////// <br />4 <br />16'-0" <br />TD1TD17 <br />24 <br />ST1 <br />7 <br />24 <br />7 <br />24 <br />7 <br />24 <br />7 <br />24 <br />5 " THICK <br />POST TENSION SLAB <br />5 " THICK <br />POST TENSION SLAB <br />5 " THICK <br />POST TENSION SLAB <br />5 " THICK <br />POST TENSION SLAB <br />1' <br />- <br />3 <br />" <br />1' <br />- <br />3 <br />" <br />2 <br />1x27'Δ=2" <br />1x61'Δ=4 5/8" <br />1x61'Δ=4 5/8" <br />1x63'Δ=4 7/8" <br />1x61'Δ=4 5/8" <br />1x27'Δ=2"1x28'Δ=2" <br />2 <br />1x61'Δ=4 5/8" <br />1x <br />6 <br />9 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />9 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />9 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />9 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />9 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />9 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />AT BOTT. FTG. <br />AT BOTT. FTG. <br />AT BOTT. FTG. <br />AT BOTT. FTG. <br />AT BOTT. FTG. <br />AT BOTT. FTG. <br />AT BOTT. FTG.AT BOTT. FTG. <br />1x28'Δ=2"1x28'Δ=2"1x27'Δ=2" <br />AT <br /> <br />B <br />O <br />T <br />T <br />. <br /> <br />F <br />T <br />G <br />. <br />AT <br /> <br />B <br />O <br />T <br />T <br />. <br /> <br />F <br />T <br />G <br />. <br />AT <br /> <br />B <br />O <br />T <br />T <br />. <br /> <br />F <br />T <br />G <br />. <br />AT <br /> <br />B <br />O <br />T <br />T <br />. <br /> <br />F <br />T <br />G <br />. <br />AT <br /> <br />B <br />O <br />T <br />T <br />. <br /> <br />F <br />T <br />G <br />. <br />AT <br /> <br />B <br />O <br />T <br />T <br />. <br /> <br />F <br />T <br />G <br />. <br />2 <br />PT1 <br />TYP. <br />2 <br />PT1 <br />TYP. <br />2 <br />PT1 <br />2 <br />PT1 <br />2 <br />PT1 <br />2 <br />PT1 <br />2 2 <br />2 2 <br />9 <br />PT1 <br />9 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />21 <br />PT1 <br />10 <br />' <br />- <br />1 <br />1 <br />" <br />10 <br />' <br />- <br />5 <br />" <br />11 <br />' <br />- <br />1 <br />0 <br />" <br />11 <br />' <br />- <br />1 <br />0 <br />" <br />10 <br />' <br />- <br />5 <br />" <br />10 <br />' <br />- <br />1 <br />1 <br />" <br />12'-7"12'-1"8'-6"12'-1"12'-7" <br />ST1 ST1 <br />15 SPACE AT 3'-9" ±1/2" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1x <br />6 <br />8 <br />' <br />Δ <br />= <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />1 <br />PT1 <br />1 <br />PT1 <br />4 <br />32 <br />4 <br />32 <br />4 <br />32 <br />4 <br />32 <br />1 <br />PT1 <br />1 <br />PT1 <br />1 <br />PT1 <br />A <br />1x <br />5 <br />9 <br />' <br />Δ <br />= <br />4 <br /> <br />1 <br />/ <br />2 <br />" <br />1x <br />5 <br />9 <br />' <br />Δ <br />= <br />4 <br /> <br />1 <br />/ <br />2 <br />" <br />A1x27'Δ=2"1x27'Δ=2" <br />1x27'Δ=2"1x27'Δ=2" <br />15 <br /> <br />S <br />P <br />A <br />C <br />E <br /> <br />A <br />T <br /> <br />3 <br />' <br />- <br />9 <br />" <br /> <br />± <br />1 <br />/ <br />2 <br />" <br />1x60'Δ=4 5/8" <br />1x60'Δ=4 5/8" <br />1x60'Δ=4 5/8" <br />1x60'Δ=4 5/8" <br />1x60'Δ=4 5/8" <br />1x61'Δ=4 5/8" <br />1x62'Δ=4 3/4" <br />1x62'Δ=4 3/4" <br />1x62'Δ=4 3/4" <br />1x62'Δ=4 3/4" <br />1x62'Δ=4 3/4" <br />1x60'Δ=4 5/8" <br />1x60'Δ=4 5/8" <br />1x60'Δ=4 5/8" <br />1x60'Δ=4 5/8" <br />1x60'Δ=4 5/8" <br />VERIFY WITH ARCHITECTURAL (AND STRUCTURAL IF BY OTHERS) DESIGN <br />DRAWINGS (SLAB EDGE PLAN) FOR ALL DIMENSIONS SHOWN ON <br />POST-TENSIONED FOUNDATION PLANS AND REFER TO ARCHITECTURAL (AND <br />STRUCTURAL IF BY OTHERS) DRAWINGS FOR ALL REMAINING DIMENSION NOT <br />SHOWN ON POST-TENSIONED FOUNDATION PLANS. NOTIFY BOTH ACHITECT AND <br />ENGINEER PRIOR TO CONSTRUCTION FOR ANY DISCREPANCIES. <br />REFER TO DETAILS 16/PT-1 AND 17/PT-1 FOR INSTALLATION OF HOLDOWNS. <br />VERIFY WITH ARCHITECTURAL (AND STRUCTURAL IF BY OTHERS) DRAWINGS FOR <br />ANCHOR BOLT, HOLDOWN CALLOUT INFORMATION AND SHEAR WALL LOCATIONS. <br />5. <br />4. <br />POST TENSION NOTES <br />PAD SCHEDULE <br />DETAIL SHEET NUMBER <br />DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) <br />SYMBOLS LEGEND <br />REFER TO SN-1 SHEET FOR MORE INFO. <br />SEE SHEET PT-1 FOR STRUCTURAL DESIGN NOTES AND TECHNICAL <br />PARAMETERS. SEE POST TENSION DESIGN PLANS FOR SPECIAL CONSTRUCTION <br />NOTES, TENDON AND ANCHORAGE INSTALLATION NOTES, CONCRETE <br />PLACEMENT NOTES, TENDON STRESSING PREPARATION NOTES, TENDON <br />STRESSING PROCEDURE NOTES, STRESSING HOLES SEALING NOTES. <br />3. <br />1. <br />2. <br />SDX <br />X <br />PAD NUMBER <br />DETAIL NUMBER <br />FOOTING <br />REBAR <br />#5 TOP & BOTT. L=4'-0" RE-ENTRANT CORNER BARS <br />KEY NOTES <br />3 <br />2 <br />1 <br />#5 TOP & BOTT. PAST 18" BEYOND POP OUT EA. WAY <br />TO BE POURED MONOLITHICALLY WITH SLAB <br />EXTEND TIE BEAM UNDER SLAB W/ REINFORCEMENT <br />PX <br />X <br />S MAXIMUM SPACING\ <br />TOTAL MINIMUM NUMBER OF ANCHOR BOLTS EQUALLY SPACED <br />AS POSSIBLE. SEE GENERAL NOTES ON SN-1 SHEET(S) FOR OTHER <br />REQUIREMENTS. FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL <br />ANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS, ON A ONE TO <br />ONE BASIS, WITH END DISTANCE OF 4" MIN. PER ESR #2555. <br />TOTAL MININIMUM <br />NUMBEROF <br />ANCHOR BOLTS <br />X <br />X <br />X'-X"SHEAR PANEL <br />HOLDOWN PER <br />SCHEDULE <br />S <br />MAXIMUM ACHOR BOLT SPACING <br />HOLDOWN SCHEDULE <br />6. FOR SHEAR PANEL TYPE , & ON BOTH SIDES OF WALL, <br /> USE MIN. 3X6 SILL PLATES U.N.O. <br />3 <br />X'-X" <br />4 <br />X'-X" <br />5 <br />X'-X" <br />2'-0" SQ. X 12" DEEP PAD W/ (3) #4 E.W. <br />2'-6" SQ. X 12" DEEP PAD W/ (4) #4 E.W. <br />3'-0" SQ. X 12" DEEP PAD W/ (4) #4 E.W. <br />3'-6" SQ. X 12" DEEP PAD W/ (5) #4 E.W. <br />4'-0" SQ. X 12" DEEP PAD W/ (6) #4 E.W. <br />4'-6" SQ. X 12" DEEP PAD W/ (6) #4 E.W. <br />P1 <br />P2 <br />P3 <br />P4 <br />P5 <br />P6 <br />PAD TYPESYM. <br />5'-0" SQ. X 12" DEEP PAD W/ (7) #4 E.W.P7 <br />5'-6" SQ. X 12" DEEP PAD W/ (8) #4 E.W.P8 <br />HOLDOWNS MIN. POST SIZESYM. <br />2-2 x 4 OR 4 x 4ST1 <br />ST2 <br />TD1 <br />TD2 <br />TD3 <br />TD4 <br />TD5 <br />4 x 4 <br />4 x 4 <br />4 x 6 <br />4 x 8 <br />2-2 x 4 OR 4 x 4 <br />2-2 x 4 OR 4 x 4 <br />TD6 4 x 6 <br />TD7 4 x 8 <br />(U.N.O. ON PLAN) <br />STHD10RJST3 <br />ST4 STHD14RJ <br />2-2 x 4 OR 4 x 4 <br />2-2 x 4 OR 4 x 4 <br />STHD10 <br />STHD14 <br />HDU8 <br />HDQ8 <br />HDU11 <br />HDU14 <br />HHDQ14 <br />HTT5 <br />HHDQ11 <br />TD8 4 x 6HD12 <br />TD9 6 x 6HD19 <br />BOLT TYPES CONC PAD SIZES <br />FOR PAB BOLTS <br />SSTB24 OR PAB5 1'-6" SQ. x 12" DEEP <br />SSTB28 OR PAB7 <br />SSTB28 OR PAB7 <br />PAB8 <br />PAB8 <br />PAB8 <br />PAB8 <br />PAB9 <br />PAB10 <br />2'-3" SQ. x 15" DEEP <br />2'-3" SQ. x 15" DEEP <br />2'-9" SQ. x 16" DEEP <br />3'-2" SQ. x 18" DEEP <br />3'-8" SQ. x 20" DEEP <br />NOTE: REFER TO 16/PT1 FOR TD HOLDOWNS AND 17/PT1 FOR ST HOLDOWNS. <br />2'-9" SQ. x 16" DEEP <br />2'-9" SQ. x 16" DEEP <br />2'-9" SQ. x 16" DEEP <br />P.T. FOUNDATION PLAN <br />SCALE : 1/4" = 1'-0"BUILDING A1 & A2 <br />01/29/2025PC COMMENTS RESPONSE #1 <br />04/17/2025PC COMMENTS RESPONSE #2 <br />VE Revs 10/10/20251 <br />B <br />A <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />e <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br />Go <br />u <br />v <br />i <br />s <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />JOB NO. <br />SUBMITTAL <br />DATE <br />SHEET TITLE <br />SHEET NO. <br />CLIENT: <br />REVISION <br />DATE <br />21 <br />3 <br />0 <br /> <br />E <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br /> <br /># <br />2 <br />0 <br />0 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />BSB: MR230056; Gouvis: 66467 <br />1ST PLAN CHECK SUBMITTAL 08/20/2024 <br />2ND PLAN CHECK SUBMITTAL 01/29/2025 <br />3RD P.C. SUBMITTAL <br />04/17/2025 <br />3RD PLAN CHECK SUBMITTAL 04/17/2025 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />21 <br />5 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br />& <br /> <br />2 <br />1 <br />6 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />S-1.1 <br />P.T. FOUNDATION PLAN <br />BUILDING A1 & A2 <br />-In accordance with the 2022 CBC and prior to the placement of forms, <br />concrete, or steel, all foundation excavations shall be observed by the <br />geologist, engineer, or his representative to verify that they have been <br />excavated into competent bearing materials. <br />-Prior to requesting a Building Safety Division foundation inpection, the <br />geotechnical engineer shall inspect and approve foundation excavations. <br />B