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Home My WebLink AboutB16-1749 000-000-000GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES. 2. THE CONTRACTOR AGREES THAT HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD DANIEL J. POBBIE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DANIEL J. DOBBIE. 5. THE CONTRACTOR AGREES THAT HE/5HE SHALL NOT DEVIATE FROM THESE DRAWINGS WITHOUT FIRST OBTAINING ARITTEN APPROVAL FROM THE ENGINEER. 4. ALL OMISSIONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 5. IF CERTAIN FEATURES OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINI65 OR GALLED OUT IN THE NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION 5HALIL BE THE SAME A5 FOR 51MILAR CONDITIONS WHICH ARE SHOWN OR GALLED OUT ON THE DRAWINGS OR SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. 6. ALL GON5TRUGTION, INCLUDING MATERIALS AND WORKMAN5HIP, SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2012 EDITION AS ADOPTED AND MODIFIED BY THE STATE OF CALIFORNIA IN REFERENCE TO THE 2013 CALIFORNIA BUILDING CODE (GBG). ?. IN AREAS OF EXCAVATION THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BEFORE STARING EXCAVATION. 8. THE CONTRACTOR SHALL NOT SCALE THE WORKING DRAWINGS. SPECIAL INSPECTION I. SPECIAL INSPECTION 15 REQUIRED FOR THE FOLLOWING TYPES OF WORK IN CONFORMANCE WITH SECTION 1701 OF THE 2015 EDITION OF THE "CALIFORNIA BUILDING CODE" (GBG): INSTALLATION OF HIGH STRENGTH BOLTS 2. THE FOLLOWING REQUIREMENT SHALL BE MET FOR SPECIAL INSPECTION. - A. THE SPECIAL INSPECTOR SHALL_ BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPEC IFIGATION5. G. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER, THE ARCHITECT, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY THE RE6I5TERED PROFE55IONAL STATING WHETHER THE WORK REGUIRING SPECIAL INSPECTION WA15 IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPL.IICABLE WORKMANSHIP PROV151ON5 OF THE G.B.G. 3. SPECIAL INSPECTION APPLICATIONS MUST BE REVIEWED AND APPROVED BY THE BUILDING DIVISION PRIOR TO THE ISSUANCE OF A PERMIT. ALL INSPECTION REPORTS SHALL NOTE ANY DISCREPANCIES AND BE FILED WITH THE BUILDING PIV151ION WEEKLY DURING GON5TRUCTION, WHETHER CORRECTED OR NOT. INSPECTOR SHALL MAINTAIN INSPECTION LOGS AT' THE JOB SITE FOR REVIEW BY THE BUILDING OFFICIAL OR H15 REPRESENTATIVE. 4. INSPECTION PROGRAM: SPECIAL INSPECTION OF THE HIGH STRENGTH BOLTS SHALL OCCUR DURING BOLT INSTALLATION AT THE ERECTION OF THE STEEL FRAMING. FOUNDATION I. SOIL DESIGN INFORMATION. SOIL DESIGN PRESSURE: PAD FOOTINGS 1500 P5F 2. BOTTOM OF FOOTINGS SHALL BE AT LEAST 12 INCHES BELOW LOWE5T ADJACENT IFINISH GRADE. 5 THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT d TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED BEFOREONCRETE 15 PLACED. 4. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TOTHE ENGINEER PRIOR TO REQUESTING FOUNDATION INSPECTION. ALL LOOSE SOIL AND FILL DIRT, INCLUDING BACKFILL BEHIND RETAININr5 ALL5, SHALL BEGOMPAGTED TO AT LEA57 qO% OF MAXIMUM DENSITY. REINFORCING STEEL 1. BAR REINFORCING SHALL CONFORM TO A5TM A615, INCLUDING SUPPLEMENT 51: ALL REINFORCING SHALL BE GRADE 60. 2. DETAILS FOR REINFORCING SHALL CONFORM WITH CHAPTER ? OF THE AMERICAN CONCRETE INSTITUTE PUBLICATION 318-11, UNLE55 OTHERWISE NOTED. 3. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL CONFORM TO CHAPTER 12 OF THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE 318. 4. VERTICAL BARS IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS OTHERWISE NOTED. 5. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF STANDARD PRACTICE" ISSUED BY THE CONCRETE REINFORCING STEEL INSTITUTE, 6, ALL REIFORCING SHALL SECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE OR GROUT. 7. WELDING OF GROSSING BARS AND TACK WELDING OF REINFORCING SHALL NOT BE PERMITTED, w F. E'R-- FO, PLACE WOOD NOTES APPLICABLE CODES: 1. SAWN WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH; 545, AND SHALL BE GRADE 2013 CALIFORNIA BUILDING CODE MARKED BY A GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL' CODE' C;OUNGIL (IGC), 2013 CALIFORNIA MECHANICAL CODE UNLE55 OTHERWI5E NOTED ON DRAWIN65. 2015 CALIFORNIA FIRE GODS 2. WOOD GRADES, UNLE55 NOTED, SHALL BE AS FOLLOWS: 2013 CALIFORNIA ELECTRICAL GORE LIGHT FRAMING (2" TO 4" THICK a 2" TO 4" WIDE) NO.2 JOISTS d HEADERS (2" TO 4" THICK, (o" d WIDER) NO.2 2013 CALIFORNIA BUILDING ENERGY BEAMS d STRINGERS (6X d LARGER) NO.I EFFICIENCY STANDARDS P05T d TIMBERS (6X $ LARGER) NO.I ' 3. BOLTS SHALL CONFORM TO ASTM A30-7. NUTS SHALL CONFORM TO ASTM A565, HEX GRADE A. 4. ALL BOLT HEADS, NUTS, AND LAG SCREWS BEARING ON WOOD SHALL HAVE STANDARD GUT WASHERS UNLESS NOTED. 5. BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32" LARGER THAN tHE NOMINAL BOLT 5EGTION 1603 CONSTRUCTION DOCUMENTS DIAMETER EXCEPT FOR PILOT HOLES TO RECEIVE LAG BOLT THREAD5, 6. NAILING OF SAWN WOOD MEMBERS, UNLE55 OTHERWISE NOTED,''SHALL BE DONE WITH COMMON WIND DESIGN DATA WIRE NAILS AND CONFORM TO TABLE 2304.q.1 OF THE CBC. BASIC Y`11ND SPEED 110 MPH T GUTTING, DRILLING, OR NOTCHING OF BEAM5/JOI5T5/PO5T5 SHALL BE. PERMITTED ONLY A5 WIND IMPORTANCE FACTOR ( 1) 1.0 SHOWN ON THE DRAWINGS OR AS INDICATED IN WRITING BY THE ENGINEER. WIND EXPOSURE . 3 5. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH 15 IN CONTACT WITH THE EARTHOUAKE DESIGN DATA EARTH, SHALL BE PRESSURE TREATED DOUGLAS FIR: q. PROVIDE BLOCKING OR BRIDGING PER SEG 2308.8.2 OF THE GBG AND SEC 4.42 OF THE SEISMIC IMPORTANCE FACTOR (i) 1.0 NATIONAL DESIGN SPECIFICATION. ..1.MAPPED SPECTRAL RESPONSE ACCELERATION (Ss) 0.614 10. MOISTURE CONTENT OF WOOD AT THE TIME OF PLACING MAPPED SPECTRAL RESP SHALL NOT EXCEED Ig PERCENT. OSE ACCELERATION (SI) 0,2'12 51TE GLASS D SPECTRAL RESPONSE COEFFICIENT (yds) 0.536 SPECTRAL RESPONSE COEFFICIENT (Shc) 0.336 SEISMIC DESIGN CATEGORY D 1 ! 1 EXI5TIN6 SEPTIC TANK I % I d LEACH LINES I 1 ` NEW 5TRUCTURE i METAL. BUILDING (HATCHED) -` EXISTING`, u! RESIDENCE \ 4 D_ IV. O � w Z ! j EX15TINC WELL 2641.70' STRUCTURE TWO ROOF EXTENSION \ (HATCHED) REINFORCED CONCRETE !. A. THE MINIMUM 28 DAY CONCRETE COMPRE551VE 5TRENGTH SHALL BE: FOUNDATIONS/ FOOTINGS 3000 P51 51 TE PLAN SLABS 3000 PSI I" 20' NO SPECIAL INSPECTION OF CONCRETE IS REOUIRED AS NOTED BELOW EXISTING BUILDING AREA 4,230 5F PER 2013 GBG SECTION 1105.3 EXCEPTION 1. ISOLATED FOOTINGS < 5 STORIES AND EXCEPTION 2.1 FOR CONTINUOUS FOOTINGS SUPPORTING LIGHT -FRAME WALLS AND EXCEPTION 3. FOR NONSTRUCTURAL SLABS ON GRADE NEW STRGUTURE '- 2,400 SF THEREFORE NO SPECIAL INSPECTION OF CONCRETE SHALL BE REQUIRED. TOTAL = ?cl9?o sr - B. THE MAXI LUMP SHALL BE 4 INCHES. G. MIX DESIGNS SHALL BE SUBMITTED FOR ALL CONCRETE WITH REQUIRED STRENGTHS GREATER THAN 3000 P51. MIX DESIGNS SHALL BE PREPARED BY A LOT AREA 44,015 5FLOT COVERAGE 18.1590 PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA AND SUBMITTED TO THE PROJECT DESIGN PROFESSIONAL FOR REVIEW. 2. PORTLAND GEMENT SHALL CONFORM TO ASTM 0150, TYPE I UR 11, 5. AGGREGATES FOR NORMAL WEIC HT CONCRETE SHALL CONFORM TO A5TM C35. 4. ADMIX71)RE5 USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM GEMENT CONTENT, 5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM Gq4. 6. MINIMUM CONCRETE COVER (IN INCHES) FOR REINFORCING STEEL FOR NON - PRESTRESSED CONCRETE; A. CAST AGAINST AND PERMANENTLY EXF05EP TO EARTH 3" B. FORMED SURFACES EXP05EO TO EARTH OR WEATHER #6 AND LARGER 2" BUTTE #5 AND SMALLER ! !/2" COUNTY 7, SLEEVES, PIPES, AND CONDUITS SHALL NOT BE PLACED THROUGH CONTINUOUS OR SPREAD FOOTINGS, GRADE BEAMS, OR TIE BEAMS. AUG 112o16 6. CONSTRUCTION JOINTS SHALL BE ADEQUATELY KEYED. THEIR LOCATIONS AND DETAILS, WHEN NOT 5HONN ON THE DRAWINGS, SHALL BE SUBJECT TO THE DEVELOPMENT APPROVAL OF THE ENGINEER SERVICES g. CONCRETE PLACEMENTS SHALL BE CONTINUOUS BETWEEN CONSTRUCTION JOINTS. /,?` �� 10. UNLESS OTHERWISE SHONN ON THE DRAWINGS, SLABS ON GRADE SHALL BE 9 lF r._ - ----- GAST IN SQUARE OR RECTANGULAR PATTERNS NOT EXCEEDING 400 SQUARE FEET, �:•o�'�TECC'j� � C:rt � i"�;s ,Tcr!;,�i.E WITH A MAXIIMUM DIMEN51ON OF 20 FEET BETWEEN CONSTRUCTION, WEAKENED OUIN . PLANE, OR CONSTRUCTION JOINTS. r-- a y� 8 ,s i 40' f tl2'� ' f Exts�rr�y StRUGTUR.E ONE BARBEOUE COVER (HATCHED) i i s r s 1 t 83' I e7 W `- m C Q Ol LLu o w J 0 0 W a �Lv 210 c Gi �. 0 t rpt Wi t�O VUw .�. Z °0 g oulachCp W w uj oto ��=o Cly0MU t DATE 6/2!/2016 fESS/pSCALE , DRAWN u C 4zoz8 X JOB 16024 * EXP. 03131118 SF{1�T GIV11- �OFCALIF�� JUL 1 12016 OF SHEETS " CONTINUE REINF. THRU FROM FTG. BEYOND SOUTH ELEVATION WE51 ELEVATION fA j 3/I6 12 NORTH ELEVATION i s i WE51 ELEVATION fA j 3/I6 12 NORTH ELEVATION i i 12" MIN, 1 MINIMUM EDGE V 15TANCF uj v r 21-61, 2'-6 " 2'-6" 2'-O" BAST ELEVATION f _ 4- 3/4" F1554 (GRD. 36) HEADED ANCHOR (RODS DOWELSO 24" o.o. WB / 'BP3/4' WA5HER5 AT OTTOM " REQUIRED WHERE GOLD e • JOINTS OCCUR I' -Q" PROVIDE SLOPING 5URFACE i. i —HAIRPIN TIES PER PLAN • SLAB PER PLAN 6 LL—UP; DOOR5 PER PLAN ' AT ROLL—UP ) i i 5LA5 PER PLAN DOWELS PER DETAIL 2/4 — D �� 12°12° RO LUP DOOR .. = WHERE GOLD JOINT OCCURS OPTIONAL GOLD JOINT ; FOR ITEMS OPTIONAL GOLD JOINT p/ � -� NOT NOTED 74 ! 2 — #5 CONT. AT BOTTOM g IA,I64 1G m v I —O' 1 — #4 CONT, TOP $ BOTTOM SEE DTL 2I4 (� AY 2 — #4 EACH W ® ID 4 3 x 'V-2" LONG AT IA � s SCALE 3/4" 1' O" 3 �� 1'-D" 12'-0" �'-O" DAA x 3'-O" LONG AT IB - SCALE 3/4' 1`-0"' �� x 2'-4" LONG AT IG x 2'-0" LONG AT (D SCALE 3/4" = I' -O" �lfo. ��q