

SITE PLANA001 FLOOR PLAN A002 EAST & WEST ELEVATIONA003
& SOUTH ELEVATION & BUILDING SECTION A004 STORM WATER A005 GENERAL NOTES GN001
FOUNDATION/ FRAMING PLANS001 ROOF FRAMING PLAN S002 STRUCTURE DETAIL ONES003 STRUCTURE DETAIL TWOS004 STRUCTURE DETAIL NOTE THREE S005
STRUCTURE NOTES SN001
T24 FOR 3528 ADDTIONALT1
T24 FOR 3530 ADDTIONALT2
T24 FOR 3532 COMPANSION UNIT T3
SS-2,4 SC-1 TC-1 WM-1,8,5,9
LOCATIONS SPECIFIED IN ARTICLE 210.52(B), I.E., KITCHEN AND DINING AREAS
SPECIFICATIONS FOR ELECTRICAL DEVICES INSTALL IN DWELLINGS: CEC ARTICLE 210 & 406: A.) WEATHER RESISTANT TYPE FOR RECEPTACLES INSTALLED IN DAMP OR WET LOCATIONS
B.) ARC-FAULT PROTECTION FOR ALL OUTLETS (NOT JUST RECEPTACLES) LOCATED IN ROOMS DESCRIBED IN NEC 210.12 (A): KITCHENS, LAUNDRY AREAS, FAMILY, LIVING, BEDROOMS, DINING, HALLS, ETC.
C.) GFCI PROTECTED OUTLETS FOR LOCATIONS DESCRIBED IN NEC 210.8 (A): LAUNDRY AREAS, KITCHEN DISHWASHES, KITCHENS, GARAGES, BATHROOMS, OUTDOORS, WITHIN 6' OF A SINK, ETC.
COUNTERTOP RECEPTACLE OUTLETS COMPLY WITH CEC ARTICLE 210.52(C): IN KITCHENS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPACE 12 INCHES OR WIDER; RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES; ISLAND AND PENINSULAR COUNTERTOPS 12 INCHES BY 24”LONG (OR GREATER) SHALL HAVE AT LEAST ONE RECEPTACLE. (COUNTER TOP SPACES SEPARATED BY RANGE TOPS, REFRIGERATORS, OR SINKS SHALL BE CONSIDERED AS SEPARATE COUNTER TOP SPACES) PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR--CEILINGS AND ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN CRC SECTION R302.4.
NOTES:
1.THE INSTALLATION OF SMOKE ALARMS AND SMOKE DETECTORS SHALL COMPLY WITH THE SPECIFIC LOCATION REQUIREMENTS OF CRC R314.3.4".
3.
4. SUBGRADE SHALL BE 2 SAND OVER MIL POLYETHYLENE FILM VAPOR BARRIER
5. SIDE_OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH UNLESS SHOWN OR NOTED OTHERWISE.
6. CONTRACTOR SHALL PROVIDE TEMPORARY AND PERMANENT DEWATERING FOR EITHER SURFACE WATER, GROUND WATER OR SEEPAGE WATER
7. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATIONS AND BACKFILLING.
8. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CRIBBING SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANK.
9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL SHALL BE PROPERLY COMPACTED.
10. NO VERTICAL EXCAVATIONS 4 0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESEND SHALL BE PERMITTED.
11. EXCAVATION FOR ANY PURPOSE SHALL NOT REMOVE LATERAL SUPPORT FROM ANY FOUNDATION WITHOUT FIRST UNDERPINNING OR PROTECTING THE FOUNDATION AGAINST SETTLEMENT OR LATERAL TRANSLATION. (2019 CBC, 1804.1)
12. THE EXCAVATION OUTSIDE THE FOUNDATION SHALL BE BACKFILL WITH SOIL THAT IS FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS COBBLES AND BOULDERS OR WITH A CONTROLLED LOW -STRENGTH MATERIAL (CLSM). THE BACKFILL SHALL BE PLACED IN LIFTS AND COMPACTED IN A MANNER THAT DOES NOT DAMAGETHE FOUNDATION OR THE WATERPROOFING OR DAMPPROOFING MATERIAL. (2019 CBC, 1804.2)
1. ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR-LARCH AND DOC PS20 SHALL HAVE THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE: JOISTS & RAFTERS. GRADE NO. 2 OR BETTER
& 2X6
2. PLYWOOD SHEATHING SHALL BE FULL SIZE SHEET WHERE POSSIBLE WITH 48" X 32 MINIMUM SHEET SIZE AND LAID CONTINUOUSLY OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS.
3. A. FLOOR OR TERRACE SHEATHING SHALL BE GRADE MARKED "D.F.P.A.
5.
6.
WITH 2013 CBC TABLE 2304.9.1 FASTENING SCHEDULE.
7. ALL JOIST HANGERS AND FRAMING CONNECTORS SHALL BE SIMPSON OR APPROVED EQUAL.
8. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED.
9. BOLT HOLES SHALL BE SAME DIAMETER AS THAT OF THE BOLTS. PROVIDE WASHERS BETWEEN BOLT HEADS OR NUTS AND WOOD MEMBERS.
10. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT TO THE PLATE BEFORE CLOSING IN COMPLETION OF JOB.
11. ALL SILL PLATES RESTING ON CONCRETE OR MASONRY THAT ARE LESS THAN 8 ABOVE GRADE SHALL BE PRESSURE TREATED DOUGLAS FIR.
12. ALL SILL BOLTS SHALL BE PLACED STARTING 9 FROM THE ENDS OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS AS NOTED ON THE PLANS.
13. BLOCKING OR BRIDGING SHALL BE PROVIDED AS REQUIRED PER C.B.C,
14. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS THAT ARE PARALLEL TO JOISTS. USE 16d NAILS AT 16 0,C. TO NAIL THE DOUBLE JOISTS TOGETHER.
15. TOP PLATES FOR ALL STUD WALLS SHALL BE 2-2X, LAP FOR TOP PLATES SHALL BE 48 LONG MINIMUM NAILED WITH 16d AT 4 AT EACH LAP UNLESS NOTED OTHERWISE, SPLICES IN UPPER AND LOWER PLATES SHALL BE STAGGERED 10 ~0 MINIMUM.
16. PRE-DRILL FOR NAILING AS REQUIRED WHEN NAIL SPACING RESULTS IN WOOD SPLITTING. PRE-DRILL HOLES SHALL BE SMALLER THAN THE DIAMETER OF THE NAILS.
17. ALL WOOD STUD WALLS SHALL HAVE 2X4 STUDS AT 16 0.C. WHEN HEIGHT BETWEEN LATERAL SUPPORTS LESS THAN 10'-O". WHEN HEIGHT BETWEEN LATERAL SUPPORTS MORE THAN 10'-0", USE.
18. 2X6 STUDS AT 16 0.C. UNLESS NOTICED OTHERWISE.
19. THE BOLT HOLES SHALL BE 1/16 (MAX.) OVERSIZED AT THE CONNECTOR OF THE HOLD-DOWN TO THE POST, "INSPECTOR TO VERIFY.
20. THE HOLD-DOWN CONNECTORS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.
21. APPROVED PLATE WASHERS, IN-LIEU OF CUT WASHERS, SHALL BE PROVIDED FOR ALL PLYWOOD SHEARWALL SILL PLATE ANCHOR BOLTS.
22. THE SILL PLATE ANCHOR BOLTS AND HOLD DOWN CONNECTOR BOLTS AT ALL PLYWOOD SHEARWALL SHALL HAVE THE PLATE WASHERS AS LISTED IN ITEM 20.
23. CUTTING OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH WITH THE EXTERIOR AND BEARING WALL AND NOT TO EXCEED 40% OF THE STUD/PLATE WIDTH IN NONBEARING PARTITIONS. BORED HOLES DIAMETER IS LIMITED TO 40% OF THE STUD/PLATE
EPOXY BY "SIMPSON STRONG-TIE (ICC ESR. #2508)
2. ANCHORS USED FOR EPOXY ANCHORS SHALL BE ASTM A~307 THREADED RODS UNO. SIZE AND EMBEDMENT SHALL BE AS INDICATED ON PLANS.
3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE EPOXY MANUFACTURER'S RECOMMENDATIONS AND THE CURRENT ICC REPORT.
4. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH CBC-2010 SECTION 1704 AND IN ACCORDANCE WITH THE SPECIFIC SPECIAL INSPECTION REQUIREMENTS SET FORTH IN THE CORRESPONDING ICC REPORT.
5. DRILLED HOLES SHALL BE CLEANED OF DUST AND ANY DEBRIS USING NYLON BRUSH AND COMPRESSED AIR. OIL, SCALE, AND RUST SHALL BE REMOVED FROM THREADED RODS PRIOR TO INSTALLATION.
6. UNLESS NOTED OTHERWISE IN THE PLANS, EPOXY ANCHORS SHALL HAVE THE FOLLOWING MINIMUM EMBEDMENT
1.
3.