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n <br />18FBS2300183 <br />12/15/2 <br />3 <br />.nn rreuoi <br />ov � <br />Q <br />I <br />16'-6" 198" SLAB OVERALL <br />� <br />Q <br />I <br />� <br />18'-2" [218"] FOOTING OVERALL <br />Q <br />I <br />[ 1 <br />8'-2%" [987/8"1 SLAB MOD'01' 8'-27%" [987%"] SLAB MOD'02' <br />1 GAP <br />8 BLOCKOUi FOR S_1 �3%"_ 37/e' 8 <br />ELECTRICAL PANEL <br />A ______________ __t-r / A <br />I I <br />L J LIFER GROUND <br />REQUIRED li <br />21 1.. <br />TOP & SIDE LIFTING POINTS li <br />SHOWN FOR REF. ONLY li <br />® SMOOTH FINISH ; <br />TYP. ALL ROOMS I <br />I II <br />SIDE LIFTING POINTS j <br />SHOWN FOR REF. ONLY r" <br />O II <br />i I <br />I <br />I <br />I II <br />O li III <br />- <br />I <br />I <br />I <br />I I <br />_______ ___ ________ __________ __ ______ _____________I <br />ry i r---------------1-- <br />N \--------- --- ------ --- - --------- ---------- �Z, --- <br />2 --- li <br />I I I I I I I II <br />I i I I <br />SLOPE TO <br />DRAIN-1/2" - SLOPE TO <br />DRAIN -1/2" <br />I I ry ry ; <br />I III <br />/ \ \ <br />4'_3„ [5}11 4'-�" L51"] li <br />I I <br />I I I <br />I I I I I <br />I I I <br />/ <br />Foundation plans and details are not reviewed by L&I, except for the <br />reasonability of the design to support the modular building. Approval and <br />inspection of the foundation system is the jurisdiction of the local building <br />official. This is typical for all frelated sheets, details and foundation rel <br />SLAB PLAN engineering contained within this plan set. FOUNDATION PLAN <br />1/2" = 1'-0" 1/2" = V-0" <br />Q <br />(MIN.) 1"0x 23/" BOLT INrO (MIN.) 1" Ox 23/" BOLT INTO <br />COUPLER NUr WELDED ANGLE CONNECTION BRACKET COUPLER NUT WELDED <br />(MIN.) 1"0X 2%" BOLT INTO ANGLE TO FLOOR PERIMETER TO FLODR PERIMETER <br />o° COUPLER NUT WELDED CONNECTION <br />BRACKET 10" <br />TO FLOOR PERIMETER n ° <br />N L6x 6x s/6' PERIMETER FRAME 6 16" V/1 a. <br />CASs INTO 8" PRE -CAST SLAB 16" - -I <br />_ 8.PRE-CAST SLAB 12" lz° GENERAL NOTES: <br />8" PRE -CAST SLAB 6„ H 8" PRE -CAST SLAB <br />GRADE 1. FOUNDATION SYSTEM IS ENGINEERED ONLY FOR USE <br />li"x 18" FOOTING 12N 18' FOOTING WITH BUILDINGS MANUFACTURED BY BLAZER <br />- a <br />(ON -SITE) _ o (ON -SITE) INDUSTRIES, INC. <br />" <br />O O <br />"x 7" MIN. WEDGE ANCHOR (SI z S MIN. WEDGE ANCHOR 2. MINIMUM PROPERTY LINE SETBACK IS 10'-0". <br />SIMPSON STRONG -BOLT % DIA HOLE FOR (SIMPSON STRONGBOLT <br />a a , - .: DIA. HOLE FOR (ICC-ES REPORT ESR-1771 TOP VIEW sq [ICC-ES REPORT ESR-1771]) <br />TOP VIEW 3/" WEDGE ANCHORS [ )) /" WEDGE ANCHORS 4 - a- - MIN. �" EMBEDMENT 3. BUILDING DESIGN LOADS ARE AS FOLLOWS: <br />a -MIN. Sy" EMBEDMENT <br />o I I 4 0 0 0 0 0 12" g' ROOF..........25 psf (Snow) <br />I' <br />a 3 I I I a WIND .... ....... 115 mph Exposure C V <br />6" 4" <br />FLOORa a 2-#4 BAR CONT. 6x6x V,6' STEEL ANGLE 6x6x Fs' STEEL ANGLE SEISMI ....ONE. inE Site <br />Mat D, S <br />SEISMIC ZONE..., SRe Class D, SD5=0.996, SD1=0.547 <br />SOIL BEARING CAPACITY... 1500 PSF <br />m Qa 3 �3C I <br />w m n 4. VERIFY SOIL BEARING CAPACITY WITH BUILDING 11/07/2023 <br />18" a CONCRETE FOOTING (ON -SITE) 6„ OFFICLAL. <br />SII0 3/d' x 7" MIN. WEDGE ANCHOR 2" BED OF (COURSE MASON) 1y" DIA. HOLE 1W DIA. HOLE i� NOTE: BOLTS TO BE 5. ALL PERIMETER FOOTINGS TO BE MIN. 12" BELOW C, WASy�rL <br />% (SIMPSON STRONG -BOLT SAND OVER MIN. 4" CLASS II FOR 1" BOLTS FOR 1" BOLTS HOT DIPPED GALV. 0 ti <br />FRONT VIEW SIDE VIEW GRADE AT THE BOTTOM OF THE FOOTING, OR AS 4 <br />TYPE B AGGREGATE BASE FRONT VIEW SIDE VIEW e <br />[IMIN. REPORT EMBEDMENT <br />REQUIRED BY LOCAL CONDITIONS. h <br />- - MIN. 5%" EMBEDMENT COMPACTED 95% M.D.D. <br />NOTE: BOLTS TO BE HOT DIPPED GALV, SIDE MOD. SITE 6. CONCRETE TO BE MINIMUM OF 2500 PSI AT 28 DAYS. <br />5006 <br />7. REINFORCED STEEL: GRADE 60, PLACED 3" CLEAR OF O'rF�F�rs T24Y'�1'�� <br />E FOOTING DETAIL 2 TYP. CONNECTION BRACKET 3 CONNECTION DETAIL SSIONA E� <br />G <br />o BOTTOM. LAP BARS MIN. 24" AT ALL SPLICES AND <br />° 1 1/2" = 1'-0" 1" = 1'-0" 1" = 1'-0" <br />CORNERS. <br />tr <br />Approved for Const o, COPYRIGHT 2023, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: Job No: 2o3s i <br />COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER j PUBLIC <br />a ■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT ! REMOOM EMB SLAB PLAN File Copy: <br />o BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS ■■ COMPANY <br />BB INUSTRIEB, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Buildin Better Places To Go. Everett, WA Drawn By: NJP <br />n P.o. eox aa9 .nlazednd."om OR PUBLIC RESTROOM COMPANY. Pn: 888-888 206o Fax: 888-888-t aaa Issue Date: 10-18-23 N DATE REV# REVISION BY DATE REV# REVISION BY E� 94501ney SL Aumsville, OR 97325-0489 <br />0 <br />/ Page 16 of 118 Expires 03/14/2024 <br />O <br />O <br />30" 16'-6" [[1198"] 30" <br />8" <br />\ <br />�I <br />1 1 <br />I <br />I <br />3 <br />I <br />1 <br />S-1 S-1 <br />1 <br />SLAB LIFTING POINTS <br />(SHOWN FOR REF. ONLY) <br />0 <br />f <br />I <br />*22" <br />O <br />. <br />BED OF (COURSE MASON) <br />SAND OVER MIN. 4" CLASS II TYPE B <br />AGGREGATE BASE COMPACTED <br />- <br />- <br />I <br />95%M.D.D. <br />I <br />I <br />I <br />S-1 S-1 <br />I <br />I <br />/ <br />1 1 <br />\ <br />' 1 1 <br />s-1 3 <br />BULDING SLAB OUTLINE <br />`1 <br />FOOTING OUTLINE <br />ON -SITE BY OTHERS <br />I <br />I <br />I <br />I / <br />