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GENERAL <br /> 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT SHEARWALL EDGE NAILING <br /> DRAWINGS. TO BOTTOM PLATE <br /> ' ThNi <br /> 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE PRESSURE TREATED SILL PLATE y <br /> RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PER SHEARWALL SCHEDULE. USE <br /> PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL 2x6 W A.B. ® 48" 0/C MIN <br /> 4�c _ _ �4 <br /> NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE / / ( ) <br /> ,; I N B :, <br /> APPROVED PRIOR TO ERECTION. LTP4 PER SHEARWALL SCHEDULE <br /> 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS.. ANY SHEARWALL EDGE NAILING Ti #4 CONT. BAR <br /> DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. SILL PLATE . <br /> to <br /> 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION :',�:• EX. 4" S.O.G. O <br /> PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT NOTE: NO ADDITIONAL OUT OF <br /> PROPERTY, STRUCTUR <br /> ES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL PLANE LOADING ANTICIPATED ON VARIES ° <br /> NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. CONC. STEM Sc FT'G. 36" MAX. •. •. . V u <br /> nJ <br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK r . ° • V J <br /> OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES F li.:=`II#II"" •- NEW FT'G NOT REQUIRED w - <br /> FIELD VERIFY <br /> SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED FIELD : . COLUMN IF EX. FT'G SIZE AND --�I`— POST PER PLAN > :133(\i <br /> OBEFORE PROCEEDING WITH THE WORK. CONC. FT'G SIZE `' . • •a #4 VERT. © 18" 0/C PER REINFORCEMENT IS FIELD '� "STEM & B ARS 18 . . .• (ALTERNATE HOOK) PLAN1" NON-SHRINK VERIFIED. SIMPSON ABU POST � � <br /> 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. MIN. - GROUT BASE, OR PER PLAN Q <br /> WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR S» • * -_ - FOOTING (f'c=4500 PSI) 1�2 SAWCUT EXIST. (INSTALL PER MFR) to D m vi • <br /> CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL - (TYP.) r SLAB AS oC ,a; 0) C <br /> � �•���� ' •' � PER PLAN �� REQUIRED � � � � N N <br /> BE USED SUBJECT TO REVIEW BY THE ENGINEER. PL10x104 A36 0 <br /> (2) # 4 (TYP) MN MINIM=MN <br /> BASE PLATE n 0 <br /> 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ,� L,,_4"- : . :; ❑ x O4 PERFORATED PLASTIC PIPE. w/ (4) CO w m <br /> ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. CENTER • <br /> IN ONE CUBIC FOOT OF „ '• 4. : ° : .' (4) PAB5; BOLT HOLES 1IIIIF IT z- m <br /> FREE DRAINING GRAVEL AND DRAIN 12 SECURE w/ _ '1 '' <br /> 8. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS TO APPROVED OUTFACE. DaUBLE NUT r co. '� N <br /> FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, V Nt- <br /> L_ <br /> PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN SLAB ON GRADE - & WASHER BASE PLATE TOP VIEW FTG PER PLAN 3� w <br /> CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. z0 <br /> 9. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOUNDATION w/ SLAB ON GRADE0 COLUMN /B ASEP LATE CON N . 0NEW FOOTING AT EXISTING SLABCO it FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL 111. SCALE: Y4"=c-o~ <br /> SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. <br /> z <br /> O <br /> 10. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING <br /> CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT > <br /> N <br /> GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE °U <br /> DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE ' ''`� <br /> PROPER REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF P T P HOEDOWN PER PLAN m 4 <br /> OS ER PLAN - I ( I • <br /> CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF (2-2x MIN) <br /> THE ENGINEER. Ni ANCHORNI I <br /> 11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF BOLT PER POST PER PLAN/ li o li W <br /> DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL HOEDOWN SCHEDULE (4x MIN) <br /> THE STRUCTURAL DESIGN SCHEDULE <br /> CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION OF HTS PER PLAN, HDG, SECURE TO Oz 0 <br /> MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC. - PRESSURE PROTECT TITEN 2 POST w/ (3) "t� A307 THROUGH <br /> TREATED SILL SCREWS WITH1 Iv I BOLTS, NUTS, & WASHERS <br /> 'LATE PER SIKALASTIC EP PRIMER <br /> ild SHEARWALL & SIKAGARD-7600 HG PRESSURE TREATED SILL <br /> • SCHEDULE. INSTALL PER MFR o PLATE PER SHEARWALL <br /> a f SPECS. o SCHEDULE. <br /> A• •• • • ••• . • • STEM WALL o <br /> • • Al/ SECURE HTS TO STEM w/ i" F1554 <br /> 4 ' '• AND FOOTING '�� W <br /> • .. GR 36 THREADED ROD, SET-3G z <br /> • .• ° • '•!a . " ' ; • : . PER PLAN. 6 • <br /> " � � ' • a• EPDXY [EMBED.=6"], NUTS,. & >' <br /> • .:�° ;• . WASHERS 0 Q Q <br /> • ' ' . • ' • • ' BEARING PLATE • ` .4 ! 'I - <br /> „ •°•. ' - . • •' 4 4 ;. •• PER PLAN • • °'. . • EXIST. 8" THK CONC. z <br /> 3 MIN. �. '•° a • . • ' , . STEM WALL 0 Q <br /> 4 • • «,• :„.- • ' .' BACKFILL PER L� W <br /> ` g;:i'21' - . -LAN (f c=2,500 ASSUMED) <br /> t Uw <br /> HOLDOWN DETAIL w o RIM JOIST w 0 oC <br /> HOEDOWN DETAIL w/o RIM JOIST uu <br /> 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" D 8 > <br /> NZ <br /> u <br /> IJv h . <br /> Y cov <br /> • <br /> �1 wcF wAsy�ti�Apr <br /> 'i,4. as <br /> 'i LULU <br /> Drawn By: JIB <br /> Checked By: CCC <br /> Date: 03- II- 2020 <br /> 5DA JOB NO. <br /> 887 <br /> STRUCTURAL <br /> DETAILS <br /> S 2 . 0 <br /> • R <br />