1511 WETMORE AVE 2018-07-26 - Laserfiche WebLink

FOUNDATIONS GENERAL 5DP I.THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE I. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE CONTRACT DRAWINGS. PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS CODE. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL 2.THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE ALLOW. SOIL BEARING 1 500 PSF CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND r. SOIL FRICTION .35 GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL to EQUIV. FLUID PRESSURES SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED IN ��, ACTIVE PRESSURE' 35 PCF WRITING PRIOR TO ERECTION. m o- PASSIVE PRESSURE 250 PCF O N 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA 30" m' \\`_A 0 ,. (-13. A.LL FOOTINGS SHALL BE FOUNDED AT LEAST 18"BELOW THE UNDISTURBED STANDARDS. ANY DEVIATION MUST SE APPROVED BY OSHA PRIOR REBAR \ 0 �`GROUND SURFACE OR TO FROST DEPTH. ALL FOOTINGS SHALL BE FOUNDED TO ERECTION. LENGTH ;,;t„� a_ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS OTHERWISE p,.!,..,.,;; ONE ##4 REBAR c ,<m:' / IN SHEAR CONE O M NOTED. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALLN 2-a NCONSTRUCTION PROCEDURES. (12” MIN. REBAR v ,3 Q 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST OF LENGTH) 0 ` m THE EXCAVATED MATERIAL AND/OR IMPORTED BORROW AND SHALL BE FREE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 1/2" MIN. Fa OF ORGANIC MATTER,TRASH, LUMBER. OR OTHER DEBRIS. ALL WALLS SHALL THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. FROM CORNER �= m BE ADEQUATELY BRACED PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE o DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK, PROPERLY MOISTENED ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE ' ' +-� TO APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY ROLLED OR WORK. O TH(� I N S TA I I A TI C�N COMPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90%OF MAXIMUM POSSIBLE G. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF DENSITY AS DETERMINED BY ASTM D 1557. HAND TAMPERS SHALL WEIGH AT. CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY LEAST 50 POUNDS EACH AND SHALL HAVE A FACE AREA NOT IN EXCESS OF INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, ' G4 SQUARE INCHES. HAND TAMPERS MAY BE OPERATED EITHER MANUALLY SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO ___ OR MECHANICALLY AND SHALL BE USED WHERE LARGER POWER DRIVEN REVIEW BY THE ENGINEER. --- COMPACTION EQUIPMENT CANNOT BE USED. STRUCTURAL FILL OVER 12" DEEP --- SHALL COMPLY WITH A GEOTECHNICAL REPORT. 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL --- OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. TRUSS PER PLA --- ROOF TRUSS 8d © 6" 0/C INTO BLOCKIN • S. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO I. THE TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO FIT DIMENSIONS EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, H1 CLIP 0 EAC ' AND LOADS INDICATED ON THE PLANS AND IN THE STRUCTURAL NOTES. ALL BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL TRUSS (24" 0/C •DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY CONDITIONS CONFLICT WITH THE DRAWINGS,THEY SHALL BE MA J11 _ THE BUILDING CODE. CONCENTRATED MECHANICAL ROOF LOADS SHALL BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS MAY BE U_J INCLUDED IN THE DESIGN. VERIFY WEIGHTS AND LOCATIONS WITH THE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT BE s / W > 0 aTHE ARCHITECT. SHOP DRAWINGS MUST BE RETAINED AT THE JOB SITE AND MADE WITHOUT PRIOR WRITTEN APPROVAL BY ENGINEER. VENTILATION MAY BE 0 < N AVAILABLE TO THE BUILDING INSPECTOR FOR REFERENCE. THE TRUSS WALL PER PLAN - REAT BLOCKING. W CALCULATION PACKAGE SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION NAIL SHEATHING VERIFRIF Y METHOD W/ CZ OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.THEQ INTO EA MEMBER OF ENGINEER PRIOR TO Ut 2 TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL TOP PLATE CONSTRUCTION. BIRD SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT BLOCKING IS I--. 1•--- PLANS AND THE TRUSS DESIGN DRAWINGS. ACCEPTABLE. < W _ 0 ROOF/SHEARWALL CONN. s ryw 2. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE O — UJ ENGINEER FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND > CALCULATIONS SHALL BE STAMPED AND SIGNED BY A REGISTERED in — lLl PROFESSIONAL ENGINEER. THE DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOADS THE TRUSSES ARE DESIGNED TO SUPPORT. THE TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DRAWINGS, AND INSTALLATION NAIL ROOF SHEATHING TO COV; SUGGESTIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO TOP CHORD w/ 8d 10 6" 0 C ti,vor`,,stiCh V � o� at ENCLOSING THE TRUSSES TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF THE INSTALLATION. DESIGN AND PROVIDE BRIDGING BETWEEN THE TRUSSES, SHEARWALL PER PLAN fl'lit :' y r CONTINUOUS LATERAL BRACING AND DIAGONAL BRACING PER TRUSS PLATE I I INSTITUTE RECOMMENDATIONS. SHOP DRAWINGS MAY CONTAIN THE SILL PLATE AND ANCHOR BOLTS 2x FLAT ® GABLE SHEATHING TO MATCH c�R MANUFACTURERS ENGINEERING RESPONSIBILITY LIMITATIONS. HOWEVER,THEY PER SHEARWALL SCHEDULE. (USE IF SHEATHING IS NOT I SHEARWALL. NAIL TO ScIVALEt'¢," SHALL MAKE NO STATEMENT AS TO THE ENGINEER OF RECORD 2x6 P.T. SILL PLATE W/ %" 0 BROKEN ON TOP PLATE, • GABLE PER SCHEDULE. J-BOLTS W 48" 0/C MIN.) APR z , tU;i RESPONSIBILITIES. USE A35 © 12" 0/C II I BREAK SHEATHING ON I TOP PLATE ONLY Drawn by:CCC 6" � `I _ - �1 LATERAL BRACING IS Checked by:CCC 04-27-17 I 1I_ �' SHEARWALL PER PLAN -*--- -7-- I ' REQUIRED AT ALL GABLE 1'-6" I END TRUSSES AND IS TO Job No. 8056 III. I FROST IIFPTH 2" WIDE X 2'-0" DEEP CONT FIG BE DETAILED BY TRUSS w/ (2)# 4 ® TOP AND BOT. W/ MANUFACTURER BALANCE ® 18" 0/C — BEND SLAB STRUCTURAL 1'-O" REINF AROUND FACE AS SHOWN NOTES/DETAILS ®TYPICAL SLAB ON GRADE ®CABLE END/SHEARWALL CONNECTION .-9-4-V 5-2.01