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901 E Myrtle St Unit# 2 - Plan
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901 E Myrtle St Unit# 2 - Plan
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Last modified
11/13/2025 11:08:28 AM
Creation date
6/6/2025 1:22:10 PM
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Template:
Plan
Permit Number
101118160
Full Address
901 E Myrtle St Unit# 2
Street Number
901
Street Direction
E
Street Name
Myrtle
Street Suffix
St
Unit Number
2
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FOOTING SCHEDULE <br />LEGEND <br />FOUNDATION NOTES <br />1.REFER TO SHEET S-0.10 FOR MORE INFORMATION. <br />2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS <br />AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF <br />RECORD IF DIFFERENT THAN PLANS. <br />3.TOP OF ALL EXTERIOR FOOTING, GRADE BEAM FOOTING, PAD FOOTING, OR <br />FLAG POLE FOOTING TO BE MIN. 6" BELOW FINISH GRADE. <br />4.FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN <br />LIEU OF ANCHOR BOLTS WITH END DISTANCE OF 4" MIN. PER ESR #2555. <br />5.FOR DOUBLE SHEAR PANEL TYPES SW3, SW4, SW5 USE MIN. 3X6 SILL PLATES <br />U.N.O. <br />DENOTES HOLDOWN PER SCHEDULE <br />DENOTES PAD NUMBER PER SCHEDULE <br />DENOTES SLAB STEP PER ARCH. (VERIFY PRIOR TO CONSTRUCTION) <br />DENOTES FOOTING <br />HOLDOWN SCHEDULE <br />DENOTES DETAIL SHEET NUMBER <br />DENOTES DETAIL NUMBER <br />DENOTES PAD <br />REFER TO DETAIL <br />10/SD1.0 <br />PAD SIZESYMBOL <br />2'-0" SQ. x 18" THICK <br />SYMBOL SIMPSON HOLDOWN USP HOLDOWN NOTES <br />-HDU2 <br />X <br />SDX <br />DENOTES SHEAR PANEL LENGTH <br />DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE <br />STEP <br />REINFORCEMENT <br />(3) #4 E.W. <br />X <br />X <br />X <br />X'-X" <br />P1 <br />HD1 <br />DENOTES POST OR TRIMMER AS NOTED <br />#X DENOTES PAD NUMBER IN CALCULATIONS <br />CF1 CONT. W=12", D=18"CONT. (2) #4 TOP & BOTTOM <br />-HDU4HD2 1 <br />BEDROOM#1 <br />KITCHEN <br />LIVINGBEDROOM#2 <br />W.I.C <br />BATH#1 <br />BATH#2 <br />A <br />B <br />D <br />SW1 <br />8'-0" <br />SW2 <br />12'-0" <br />1 <br />SW <br />1 <br />8' <br />- <br />0 <br />" <br />2 <br />SW <br />2 <br />8' <br />- <br />0 <br />" <br />HD2 <br />3 <br />P1 <br /> <br />P1 <br /> <br />THICK CONVENTIONAL <br />AND UNDERLAYMENT <br />PER DETAIL 1/SD1.0 <br />SLAB w/#4 @ 18" O.C. E.W. <br />5" <br />ST <br />E <br />P <br />STEP <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />1 <br />SD1.0 <br />3 <br />SD1.0 <br />2 <br />SD1.0 <br />TYP. <br />MP <br />B <br />6 <br />6 <br />Z <br />5 <br />SD1.0 <br />9 <br />SD1.0 <br />9 <br />SD1.0 <br />3 <br />SD1.0 <br />9 <br />SD1.0 <br />HD1HD1 <br />HD1 <br />HD1 <br />HD1 <br />HD1 <br />HD1 <br />E <br />MP <br />B <br />6 <br />6 <br />Z <br />5 <br />SD1.0 <br />STEP <br />9 <br />SD1.0 <br />9 <br />SD1.0 <br />9 <br />SD1.0 <br />MPB66 <br />Z <br />5 <br />SD1.0 <br />MPB66 <br />Z <br />5 <br />SD1.0 <br />MPB66 <br />Z <br />5 <br />SD1.0 <br />MPB66 <br />Z <br />5 <br />SD1.0 <br />P1 <br />P1 <br />P1 <br />P1 <br />1' <br />- <br />0 <br />" <br />CF1, TYP. <br />1' <br />- <br />0 <br />" <br />CF1, TYP. <br />1'-0" <br />CF1, TYP. <br />1'-0" <br />CF1, TYP. <br />1'-0" <br />CF1, TYP. <br />1'-0" <br />CF1, TYP. <br />HD1 <br />SW <br />1 <br />12 <br />' <br />- <br />0 <br />" <br />HD1 <br />HD1 <br />SW1 <br />2'-4" <br />SW1 <br />2'-4" <br />3 <br />SD1.0 <br />HD1HD1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />4 <br />1 <br />2022 CALIFORNIA BUILDING CODE (1), (3) <br />(4) <br />(2) <br />(1) <br />800 <br />(PLF) <br />SHEAR <br />ALLOWABLE <br />220 <br />PANEL <br />TYPE <br />SHEAR <br />8 d's <br />10 d's <br />@ 2" O.C. <br />8 d's <br />@ 2" O.C. <br />@ 3" O.C. <br />15/32" APA <br />Structural I <br />rated <br />3/8" APA <br />rated <br />10 d's <br />@ 12" O.C. <br />8 d's <br />@ 12" O.C. <br />8 d's <br />@ 12" O.C. <br />8 d's <br />@ 4" O.C. <br />NAILING <br />(COMMON) <br />EDGE <br />8 d's@ 6" O.C. <br />3/8" APA <br />rated <br />rated3/8" APA <br />SHEATHING <br />8 d's <br />@ 12" O.C. <br />@ 12" O.C.8 d's <br />FIELD <br />(COMMON) <br />NAILING <br />PERIODIC SPECIAL INSPECTION IS REQUIRED. <br />(4) (2) <br />(5) <br />(6) <br />USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.). <br />SINKER <br />16d's <br />CONNECTION <br />SILL PLATE <br />@ 4" O.C. <br />@ 6" O.C. <br />@ 3" O.C. <br />@ 2" O.C. <br />@ 16" O.C. <br />@ 12" O.C. <br />@ 8" O.C. <br />@ 6" O.C. <br />@ 5" O.C. <br />SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL <br />CASES. <br />PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS <br />STAGGERED. <br />USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED <br />ON FRAMING PLANS. <br />FRAMING CLIPS <br />A35's, LS50's <br />OR LTP4's <br />(5), (6) <br />2 ROWS <br />STAGG. <br />@ 3" O.C. <br />1/4"Øx6" <br />SCREWS <br />SDS <br />(8) <br />260 <br />320 <br />380 <br />410 <br />490 <br />(7)ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX. <br />(8)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS. <br />(9)NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C. <br />(9) <br />(7) <br />(7) <br />(7) <br />3/8" APA <br />rated 530 <br />640 (7) <br />(10)FOR DOUBLE SIDED SHEAR PANELS: <br />(10)(10)(10) <br />(10)(10)(10) <br />(10)(10)(10) <br />a. USE HALF THE SPACING OF SILL PLATE ANCHOR BOLTS FOR TYPES SW3, SW4 & SW5. <br />c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE <br /> SPACING, FOR TYPES SW3, SW4 & SW5. <br />5/8" Ø <br />2X <br />A.B. SPC'G <br />@ 24" O.C. <br />@ 16" O.C. <br />@ 8" O.C. <br />@ 8" O.C. <br />@ 6" O.C. <br />48" <br />42" <br />36" <br />24" <br />18" <br />SHEAR WALL SCHEDULE <br />(4) (2) <br />(4) (2) <br />(4) (2) <br />(3)STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN. <br />b. USE ONLY 1/4"Øx6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, <br /> FOR TYPES SW4 & SW5. <br />SW1 <br /> <br />SW2 <br /> <br />SW3 <br /> <br />SW4 <br /> <br />SW5 <br /> 1 <br />FOUNDATION PLAN <br />SCALE : 1/4" = 1'-0" <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />SHEET NO.: <br />PROJECT MANAGER: <br />P.P. <br />DATE: <br />JOB NO.: 231014 <br />01/24/2025 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br />SI <br />N <br />G <br />L <br />E <br /> <br />F <br />A <br />M <br />I <br />L <br />Y <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />90 <br />1 <br /> <br />E <br /> <br />M <br />Y <br />R <br />T <br />L <br />E <br /> <br />S <br />T <br />, <br /> <br />S <br />A <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 />1 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />01/24/2025 <br />01 <br />/ <br />2 <br />2 <br />/ <br />2 <br />0 <br />2 <br />5 <br />1 <br />S-1.0 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br /># <br />1 <br />901 E Myrtle St <br />Unit# 23/14/2025
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