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on � N N FOOTING SCHEDULE WOOD SHEARWALL SCHEDULE KEYNOTES FOUNDATION PLAN NOTES � COMPRESSION POST SCHEDULE U MARK THICKNESS WIDTH FOOTING LENGTH FOOTING REINFORCING LEVEL SHEAR TYPE BY BUILDING LEVEL • - STRAPIHOLDOWN MARK S37 POUR FOOTING TO EXTENTS SHOWN. REINFORCING PER F3.0. EMBEDMENT: W F2.0 18" 2'-0" 2'-0" #5 AT 12"O.C. EA WAY BOT 3 2 1 ROOF 3RD 2ND A. MIN EMBEDMENT DEPTH: 18".ALL FTGS SHALL EXTEND BELOW GRADE THE MIN EMBEDMENT F3.0 18" 3-0" 3-0" #5 AT 12"O.C. EA WAY BOT ST1 46 46 46 SW-1 A A A S45 F5.0 AT THIS LOCATION SHALL MATCH THE DEPTH AND REINFORCING OF THE F8.0 DEPTH AS NOTED.GRADE SHALL BE DEFINED AS T.O.LOWEST ADJACENT COMPACTED F4.0 18" 4'-0" 4'-0" #5 AT 12"O.C. EA WAY BOT ST2 6SW-2 C CC DD FOOTING. SUBGRADE. O x6 6x6 6x6 r 1 N F5.0 18" 5'-0" 5' D `.! 6x6 6x6 6x6 S46 PROVIDE(4)#5 BARS T&B FOR THIS FOOTING. F6.0 18" 6'-0" 6'-0" #5 AT 12"O.C. EA WAY T&B ST3 SW-5 A C D CONCRETE: MF7.0 24" T-0" 7-0" #5 AT 12"O.C. EA WAY T&B ST4 6x6 6x6 6x6 SW-6 B BB CC A. TYP T.O. FTG=0'-10"UNO; F8.0 24" 8'-0" 8'-0" #6 AT 10"O.C. EA WAY T&B ST5 6x8 6x8 6x8 SW-7 A C BB 0 1`145.0 24" 5'-0" 14'-0" #5 BARS AT 12"O.C. EA WAY T&B HDU2 46 46 46 SW-8 B D D B. T.O.FTG AT INTERIOR STEEL COL=-10"BELOW FINISHED FLOOR. RED INC ARCHITECTS 2F2.0 18" 2'-0" CONT (2)#5 BARS CONT T&B HDU8 6x6 6x6 6x6 SW-9 A B B 1217 J STREET,MODESTO,CA 95354 WF2.5 24" 2'-6" CONT (3)#5 BARS CONT T&B HDU11 6x6 6x6 6x6 C. TYP SLAB ON GRADE SHALL BE 4"THICK MIN CONC W/#4 BARS AT 18"O.C. EW,CENTERED IN zo9.5zz.ssoo 1NF3.0 18" 3' 0" CONT (3)#5 BARS CONT T&B HDU14 6x6 6x6 6x6 SLAB THICKNESS.SLAB SHALL BE UNDERLAIN W/AN OPTIONAL 2"SAND LAYER PER GEOTECH WF3.OA 24" 3'-0" CONT (4)#5 BARS CONT T&B (2)HDU11 6x8 6x8 6x8 REPORT OVER A MIN 3"OF COMPACTED,CLEAN GRAVEL OF 3/4"MAX SIZE.A MIN 10MIL VAPOR SEAL: WF3.5 36" 3'-6" CONT (5)#5 BARS CONT T&B BARRIER SHOULD BE PLACED DIRECTLY ON TOP OF THE GRAVEL/CRUSHED ROCK. J WF4.0 36" 4'-0" CONT (2)HDU14 5.25x5.25 PSL 5.25x5.25 PSL 5.25x5.25 PSL z (6)#5 BARS CONT T&B (2)HD19 (2)5.25x5.25 PSL (2)5.25x5.25 PSL (2)5.25x5.25 PSL D. PROVIDE CONTROL JOINTS IN CONC SLAB ON GRADE PER"TYPICAL CONTROL JOINT IN oFESSio CONCRETE SLAB ON GRADE"DETAIL.OPTIMIZE LOCATIONS W/ARCH DWGS. a eR Nq� o NOTES: �� OSEpy STEEL COLUMN SCHEDULE A. SCHEDULE APPLIES LINO ON PLAN co �� - B. INSTALL(1)HD19 INTO EA COMPRESSION POST W/PAB10 EMBEDDED E. CONTINUE WALL AND FTG REINF INTO WALLS AND FTGS THAT ARE PERPENDICULAR TO EA w n m W MARK COLUMN SIZE BASE PLATE TYPE MIN 15"BELOW COLD JOINT INTO FTG. PROVIDE 2"GAP BETWEEN OTHER PER TYP DETAILS. S4634 = A JPOSTS FOR INSTALLATION. EXP- 12/31/2 C3.5 HSS3-1/2X3-1/2X3/8 10"SQUARE x 1"PL W/(4)3/4"DIA x 9"EMBED AB C4.5 HSS4-1/2X4-1/2X1/2 11"SQUARE x 1"PL W/(4)3/4"DIA x 9"EMBED AB F. SEE"TYP STEPPED FTG"DETAIL FOR FDN STEP. R CT� C6 HSS6XO.500 12"SQUARE x 1"PL W/(4)3/4"DIA x 16"EMBED HEADED STUD ANCHORS TF OF CAL�F�� o C44 HSS4X4X1/2 10"SQUARE x 1"PL W/(4)3/4"DIA x 9"EMBED AB G. ALL WALL FOOTINGS SHALL BE WF2.0 UNO. 04/17/2019 C55 HSS5X5X1/2 11"SQUARE x 1"PL W/(4)3/4"DIAx 9"EMBED AB CONCRETE WALL SCHEDULE o C75 HSS7X5X1/2 13"x11"x1"PL W/ 4 3/4"DIA x 9"EMBED AB MARK WIDTH VERTICAL REINFORCING HORIZONTAL REINFORCING COMMENTS ANCHORAGE: C77 HSS7X7X5/8 3" UE 1" W 4 x "E E B CW1 8" #5 VERTS AT 12"O.C. #5 AT 12"O.C. A. "LSTHD8"...,"LSTHD8RJ"...,"HDU5"...,"HDU8"... INDICATE HOLDOWNS AT FDN PER TYP SHARED C88A HSS8X8X1/2 1 1/16"x14"SQUARE PL W/(4) 1"DIA X'16"EMBED HEADED STUD ANCHORS 4 HOLDOWN DETAIL, LINO. CONSULTANT: C88B HSS8X8X5/8 1/1 "x1 "S AR PL W/ 1" IA 16" MB D H AD D S UD NCHOR X C93 HSS9X3X1/2 15"x9"x1"PL W/(4)3/4"DIA x 9"EMBED AB B. ALL HOLDOWNS AND MISC HARDWARE AT ENDS OF SHEARWALLS WHERE INDICATED ON THE C95 HSS9X5X5/8 15"x11"x1"PL W/(4)3/4"DIA x 9"EMBED AB PLAN ARE SIMPSON TYPE HOLDOWNS.ATTACHMENT REQUIREMENTS TO WALL AND FDN ARE co PER MFR SPECS. 0 z U) C. FOR HOLDOWN AB, SIZE,AND EMBEDMENT REFER TO HOLDOWN SCHED IN TYP DETAILS. w w -T w 10 11 11.9 12 13 14 15 16 17 1818.1 Tj c=n D. FOR AB SIZE AND EMBEDMENT OF METAL BUILDING REFER TO"TYPICAL ANCHOR BOLT momomi 233' 10" T SCHEDULE"DETAIL. LL 91-101. 13-13/4" 13-13/4" 13-13/4" 13-13/4" 13-13/4" 13-13/4" 15'-0 3/4" 13-1 3/4" 13'-1 3/4" 111-51/81, 1 - 5P" 13'-1 3/4" 13'-1 3/4" 13'-1 3/4" 13'-1 3/4" 13'-1 3/4" 13'-1 3/4" 9'-3" 6" ENGINEERING SYSTEM SOLUTIONS of of of of o1 f1 WALLS: STRUCTURAL•MEP•BUILDING COMMISSIONING A. APPROXIMATE LOCATIONS OF NON-STRUCTURAL, INTERIOR PARTITION WALLS ARE SHOWN BUILDING RELATIONSHIPS FOR REFERENCE ONLY.SEE ARCH DWGS FOR EXACT LOCATIONS. EXCEEDING EXPECTATIONS www.es2eng.com 4943 NORTH 29TH EAST,STE A MISC: IDAHO FALLS,IDAHO 83401 PHONE:(208)552-9874 A. TYP DETAILS AND NOTES SHALL APPLY,THOUGH NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION ON PLANS. JOB NUMBER: 17.1019 r�EPEA","A'DGS END DES111S RRI,THE EXCLUSIR 1,PFC)PERTY OF ENGINEERING sYS�SOSIT ILL N(IT- F4.0� I ro��a R�"�=�R� ,�,�r�oA "ME,=,=T s��T,�Es WRITTEN B. CONTRACTOR TO VERIFY ALL DIMS PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPENCIES J L -� WI THE ARCHITECT. F - - -C6- -C6-C6- - - ulo C. CONTRACTOR TO VERIFY LOCATION OF ALL INSERTS IN SLAB W/APPROVED MECH, PLUMBING, I 7 F8 0 I I AND ELECTRICAL DWGS PRIOR TO CONSTRUCTION.SEE ARCH FOR DRAIN LOCATIONS. (�0� F14x5.0�1 C88A 8" - - - - - - L1_31L4' - - S10.1 7 1/2" � D. ITEMS NOT SPECIFICALLY DIMENSIONED ON THE PLANS SUCH AS INTERIOR SHEARWALLS, • (70 L POSTS, HOLDOWNS, ETC.SHALL BE LOCATED BY COORDINATION BETWEEN APPROVEDn(( R d STRUCTURAL AND ARCH PLANS AND DETAILS. �c E. ADEQUATE DRAINAGE AWAY FROM BLDG SHALL BE PROVIDED.SEE APPROVED ARCH/CIVIL -su � T E -s DWGS. BY MARRIOTT F. BACKFILL AT UTILITY TRENCHES SHALL BE PLACED AND COMPACTED PER THE GEOTECHNICAL REPORT. I 1 Q S10.1 F8.0 F8.0 O 81/2" L - - - - - - - - - - - 4 U S10.1 N � - - - - - - - - - - - - F 07C88B � - I o = (2)HDU14 (2L DU 1 - L- J L - C�B co 1 to o - - - - - Z _) -F3.0 rJ 1 S10.1 1� I L_ - - - - - - C3.5 2 2 � I3 i 1� 1 2 s1o1 2 WF2.5 WF2.5 - - - WF2.5 L - - J C4.5 WF2.5 WF2.5 - - SW_ (8' 1") - - - SW5 (5' 6"� SW5 (8' 9"� - - - SW5 (7' 2)L - - - -- 1 I (2)HDU11 = 1 r - - - - - SW5 (7' 2")- SW5 (7' 2") - - - - SW5 (7' 2")- - - - � 0 S10.1 F5.0 S10.1 2 HDU1El 1, N I HDU14 (2)HDU11 C44 (2 HDU11 (2)HDU11 C44 (2)HDU11(2)HDU11 C44 (2 HDU -(2)HDU C44 (2)HDU11 2 i �F4.0 (2)HDU14 2 I HDU2 (2)HDU11-1 F_(2)HDU11- (2)HDU11 � L(2)HDU11- -(2)HDU11-1 F_(2)HDU11 ( ) J - WF2.5 - J 1 2)HDU11 SW-5 (9'-2")- ,(2)HDU11 / / = 1 WF2.5 HDU8 1 I I SW-5 (8'-T F5.0 F5.0 - -F5.0 - F5.0 I L __ C44 1 HDU2 � WF2.5 � I N �� - - - - - � (2)HDU14 (2)HDU11 (2)HDU11-�- _ 1 - - - I I I I I F WF2.5 1 F4.0 C3.5 I (I)HDU14 I 1 (2)HDU11 -I �2)HDU11 I I I I I O° s1o1 0l o o �, IM 2 I I 1 1 I I 1 2 I - o I U- 4"CONCRETE SLAB WI#4 AT 18"O.C. S10.1 1 o I 4 EACH WAY OVER COMPACTED FILL T.O. i I I �I I U- I I Eo 1 HDU21 a I I �� I I I _ I I _ , N I o _ U I N I SLAB-0-0(FIELD VERIFY SLOPE AND N N I� ELEVATION WITH ARCH) �o I - - 1 1 - TYP 4 HDU2 N L;== �(2>HDu14 S46 I I � � I I � I III � � 1 I- _ _ _ I N HDu2� - 1 - - -1 6 cwt I �D F6.o F6.o I I I I I I 1 1 N o s10.1 (2)HDU11 - - 1 1 1 1 I I 01 C4.5 1 r - 1 - � r I I I I I c`o 1 2 S45 1 -C44 c44� 6' 61/8 I C4.5 C55 1 1 I 1 1 2 �I I 10 1 z S10.1 - - - � EF 4' 73/4" L - - J _ i� = y �, 5 F4.0 I 1 10.1 • C77 � � - - - - � r - -C75� \ M 1U U � C44 Eo S10.1 I S10.1 1 I I a� 14 '2 2 r F5.0 N - -CW1 - - 'n I� I o L M - J N I I I I - - - - � HDU2 - IHDU14 F8.0�1 N I F5.0 = I = X /F6.0 i� -- - - - - - - r- �F4.0 L -- - J -- ti - - - - - -1 L - -(2)HD19- J HDU2-(2)HD19 -J (2)HD19- - J (HDU8 -(2)HD19 L -(2)HD19- 2 HD 9 - - O F3.0 E3 C55 - O U - - - - - - - - - - - - SW-2 (18'-2")- - - - - - - - - - - - - - - - SW2 (18'-2")- - - - - - - SW-2 (8 1 C3.5 S37 L -� I�F8.0 L I I 1 2 HDU14 4 p J I I L - - L C55 I o f WF3.OA WF3.OA WF3.OA a O _ � ,�, 4' I.� I I - F6.0 1 1 U- 1 LWF3.OA L - -WF3.OA- L - L z p HDU14 5 -1 r - I I 3: - - - - - - SW-2 (9'-4")- - - - - - - SW-2 (18'-2") - - - SW-2 (18'-2")- - - - - - J 0 - O -_ ' r - - _ I I _ _ HDU8 - I C3.U) co � I i S10.1 M �C44 1 C93 I I - - I F4.0 � C4.5 - - - (2)HD19 - - - F_ - - - 7 r - - I E _ J \C44 1 1 7t I -' _// �;r, [� 1 (2)HD19 I 1 HDU2 (2)HD19 i (2)HD19 (2)HD19 1 1 (2)HD1 1 1 1 Q M k� I HDU2 I I I I L � _ J � C44 � I I FS.o �F7.o IIT I�FS.o I I I I I I I I I I t l I I 1 I 1 1 I I C4.5 c95 C93 I I I I I I I I I I o _ I I -1 I I I I I HDU2 REVISIONS: S10.1 I l 0 1 F_ -1 F_ -1 / L - 1 (2i HDU14 LF5.0 L - - - J I I I I t I I �F5.0 I/F5.0 F3.0 C44 1 2 �, I o '^ 1 I = I - 1 11 .1 LD CDI I I I' I o s10 1 5 `- I �' I I I s o o co a, I F .0 I I� I� I I �- �, �, I o I C55 C4.5 L J C44 U- I I 2IL I � I L _ _J L _ _J L _ _J ;r, I� S10.1 I I s1o.1 I I I I co c N N I I I I I 5 I I II IIS I I I � o �I 5 0 � 1 1 1� I I � I I I I III s1o.1 I I I I cn I � � �Iir 1 � 4 OWNER REV. 04/03/19 I I I I 2 N "' S1o.1 �" ��„ I I I I I I I I I 2 11 2 I 2 PLAN CHECK 2 11/12/18 HDU14 I 2)HDU11 C44 15° 2 I I HDU2 1 1 S10.1 I I I 1 BLDG DEPT 10/12/18 I L - WF2.5 I I I � WF2_5 � I HDU2 2 I I I I 2 �.�� F4.0 C551 �- (2)HDU111 - (2)HDU11- - J (2)HDU11 HDU2 REV DESCRIPTION DATE (G.9 - I I i i = I ,(2)HDU14 Ste ' F5.0Al - - - = I I SW-5)(9'-2")- I WF2.5 (2)HDU111 L __ � - - - -- - N - 0 H - _ �,I � - - - SW-5 (T-2") � HDU8 I I I I `(2)HDU11 �, I 1 ( N [\F4.0 _ L O BA PROJECT# 161010 (2)HDU11 I F5.0 F5.0 F5.0 F5.0 F5.0 F5.0 I -- J 1 � L- - - _(2)HDU11J (2)HDU11--(2)HDU11I L _(2)HDU11- - - - E �, SW-5 (8'-3") C44 C44 C44 C44 C4.5 I I I PLN PROJECT# 17077 � I r r 4 - - �- -L C3.5 F4.0 S10.1 _(2)HDU11 LO - (2)HDU11_ _(2)HDU11 (2)HDU11_ _(2)HDU11 (2)HDU11_ _(2)HDU11 j�(2)HDU11_(2)HDU11 C44��2)HDU11� - - - - I I - - - - - - SW-5 (T-2")- WF2 5 - SW 5 (8'-1")- - - - - - - - 1 L - - - -- - 1 1 MARRIOTT# 4476 WF2.5 SW 5 ("f' 2")- - - - SW 5 (7 -2)- - - - SW-5 (7'-2") - - - - SW 5 (7 -2")- - SW-5 (9'-9") - M - - � - - J - - J - - J WF2.5 - -6 41/2" � � � L - - - - J L - - - - - J PERMIT# (2)HDU11 F4.0 M 1 2 \ - - - - APN# 058-66-012 c- L F5.0 1 Q ao �, '� 1 DATE: 11/13/2018 M C&5 C3.5 S10.1 p DRAWN: JK Lu v CHECKED: JM o M P6 P6 0 _ - - - -- - - WF2.0- - - - - - LE: P6 FOUNDATION Q 22' PLAN 0 U N N N N O L FOUNDATION PLAN SCALE: 8"=1'-0" L 0i SHEET NO.: c co L Simi