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GENERAL NOTES STRUCTURAL NOTES CONCRETE FRAMING LUMBER
<br /> 1.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR 1. FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH NO.1 FOR
<br /> ORDINANCES: 20D9 IRC AND LOCAL CITY,OR COUNTY THE CONTRACT DRAWINGS. WEIGHT HARD ROCK TYPE(150#/CF).AGGREGATES SHALL POSTS,BEAMS,AND HEADERS: HEM-FIR/LARCH NO.2(OR BETTER)
<br /> 2009 WASHINGTON STATE ENERGY CODE.AND THE WA.STATE 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF AND STUDS: AND DOUGLAS FIR/LARCH NO.2 OR BETTER FOR
<br /> �, VENTILATION AND INDOOR AIR QUALITY CODE. RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE LESS THAN 0.05% ALL TOP AND BOTTOM PLATES(GRADES ARE TYPICAL UNLESS
<br /> 2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONTRACTOR SHALL PROVIDE ADEQUATE SHORING,BRACING AND 2. CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS(FEC) OTHERWISE NOTED ON PLANS).LUMBER TO BE GRADE MARKED
<br /> CONDITIONS ON THE SITE AND AS SHOWN ON THE DRAWINGS. GUYS IN ACCORDANCE WITH AU.NATIONAL STATE AND LOCAL SAFETY SHALL BE: PER WL'LIB SPECIFICATIONS.
<br /> HE SHALL BE RESPONSIBLE FOR THE COORDINATION OF HIS ORDINANCES.ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. SLAB ON GRAVEL 3000 PSI 2. STRUCTURAL SHEATHING SHALL BE APA RATED,EXPOSURE 1
<br /> WORK WITH THAT OF THE OTHER TRADES: HE SHALL NOTIFY THE 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS CONTINUOUS FOOTINGS 3000 PSI SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS
<br /> ARCHITECT IN WRITING OF ANY DISCREPANCIES. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. PAD FOOTINGS 3000 PSI P51-83,APA PRP-108,OR VOLUNTARY PRODUCT STANDARD PS2-92.
<br /> 3.DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL RETAINING/BASEMENT 3000 PSI SHEATHING INDEXES AND THICKNESS'ARE NOTED ON THE
<br /> SHEATHING AND CONCRETE EXTERIOR WALLS,AND TO THE CONSTRUCTION PROCEDURES INCLUDING LAGGING,SHORING AND PLANS.PROVIDE MINIMUM OF 3/8'EDGE DISTANCE ON ALL
<br /> CENTERLINE OF COLUMNS,AND TO THE FACE OR PLATE UNLESS 3. CEMENT STALL CONFORM TO ASTM C150,TYPE I,CSA NORMAL
<br /> OTHERWISE NOTED. WRITTEN DIMENSIONS SHALL PREVAIL IN ALL PROTECTION O ADJACENT PROPERTY,STRUCTURES,STREETS AND NAILS AND A 1 j6'EXPANSION JOINT BETWEEN ALL PANEL EDGES.
<br /> 4. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FlATWOR A 3. NAIUNG SHALL CONFORM TO TABLE
<br /> UTILITIES IN ACCORDANCE WITH ALL NATIONAL STATE AND LOCAL R602.3(1)OF THE IRC 2009
<br /> CASES."NTS'=NOT TO SCALE SAFETY ORDINANCES. 5.PLACEMENT OU CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. UNLESS NOTED OTHERWISE.
<br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING 6. CONCRETE SHALL BE MAINTAIN@ INA MOIST CONDITION FOR A
<br /> 4.REPETITIVE FEATURES NOT NOTED ON DRAWINGS SHALL 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS
<br /> MINIMUM OF FIVE(5)DAYS AFTER PLACEMENT.ALTERNATE
<br /> BE COMPLETELY PROVIDED AS IF DRAWN IN FULL THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. SPECIFICALLY DETAILED OR APPROVED IN WRITTEN BY THE
<br /> 5.CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF METHODS WALL BE APPROVED IF SATISFACTORY PERFORMANCE CAN STRUCTURAL ENGINEER.
<br /> ALL EQUIPMENT TO BE INSTALLED. THE ENGINEERAND BE RESOLVED BEFORE PROCEEDING WITH THE WORK 7. ASSURED. JOISTS USE DOUBLELESSJOISTS UNDERWALLSOTHERWISE.OR PARTITIONS OLDALLEL TO
<br /> 6.CONTRACTOR SHALL NOT ALLOW ANY DEBRIS TO 6. SHOP DRAWINGS FOR GLULAM BEAMS,PREFABRICATED TRUSSES A. KEYEDCONSTRUCTION CONSTRUCTION
<br /> JOT JOINTS SHALL R USED IN ALL CASES. BLOCKING UNLESS SPECIFICALLY NOTED PERPENDICULAR USE SOLID
<br /> ACCUMULATE ON THE SITE NOR IN THE STRUCTURE HAUL AWAY AND JOISTS,AND REINFORCING STEEL.SHALL BE SUBMITTED TO THE ALL LAITANCE
<br /> S A JOINTS SHALL BE THOROUGHLY CLEANED AND . MAXIMUM
<br /> UNDER PARTITIONS LLNTO JOISTS.
<br /> FROM SITE AND DISPOSE OF AT CONTRACTOR'S EXPENSE. ENGINEER FOR REVIEW PRIOR TO FABRICATION. ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS 6. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16%FOR ALL
<br /> SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF
<br /> 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF STRUCTURAL MEMBERS.
<br /> NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE.
<br /> BE PRESSURE TREATEDWITH PRESERVATIVE CONSTRUCTION WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED 8. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND
<br /> CUT,NOTCHED OR DRILLED HOLES IN P.T.WOOD SHALL BE TREATED WITH GACO OR 8.SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT.POUR
<br /> BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN.SIMILAR DETAILSLAG SCREWS BEARING ON WOOD.
<br /> (COPPER NAPHTHENATE CONTAINING MIN.2%COPPER METAL JOINTS SHALL BE LOCATED TO MINIMIZE trttC1S OF
<br /> WOOD STANINSTALLED PER MANE.SPECS(CLEAN ANY EXCESS) OF CONSTRUCTION SHALL USED SUBJECT TO REVIEW BY THE ENGINEER. SHRINKAGE AS WELL AS PLACED AT JOINTS OF LOW STRESS. 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PWS 1/16' V)
<br /> 8.PROVIDE 2x6 BACKING ON ALL PARTITIONS FOR ALL WALL ' 8.ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL 9. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR UNLESS OTHERWISE NOTED.LAG BOLT,PILOT HOLES SHALL BE C)
<br /> HUNG OR MOUNTED EQUIPMENT,MATERIALS,ETC.SUCH AS OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT FORMED WORK SHALL BE AS FOLLOWS PRE-DRIU.ED TO 60%OF THE NOMINAL DIAMETER OF THE LAG N
<br /> HANDRAILS,DOOR STOPS,TOILET ACCESSORIES,SHELVING, 9. CORDITE WITH MECHANICAL,PLUMBING,AND ELECTRICAL INTERIOR WALL 3/4' BOLT UNLESS OTHERWISE NOTED.
<br /> BRACKETS,ETC. REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS EXTERIOR WALLS,EXPOSED TO WEATHER 1-1/2" 9. ALL SILL PLATESDIAMSHALLRBOLTS BE BOLTEDETO THE O.C.UNMAXIM WITH CO
<br /> 9.PROVIDE SECURITY PER SBC 1210(B)ALL EXTERIOR DOORS REQUIRED FOR DUCTS,PIPES,AND PIPE SLEEVES,ELECTRICAL5/8'MINIMUM DIAMETER SPACED AT 48"OMAXIMUM
<br /> SHALL BE EQUIPPED WITH DEAD BOLTS,(MIN 0 THROW)AND CONDUITS,AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR EXTERIOR WALL,NOT EXPOSED TO WEATHER. 3/4"
<br /> EXPOSED TO EARTH OR WEATHER(; 5 OR SMALLER)... . 1-1/2" SPACINGEPLANS AND
<br /> E MINIMUM INTO CONCRETE E MASONRYR
<br /> NEWPORT.WINDOWS WITHIN 10'OF GRADE SHALL BE PROVIDED OTHERWISE INCORPORATED IN STRUCTURAL WORK. SEE AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE THEY
<br /> WITH LATCHING DEVICES.ALL LOCKS SHALL BE OPERABLE 10. PROVIDE OPENINGS AND SUPPORTS,AS REQUIRED PER STANDARD
<br /> *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" OCCUR.
<br /> WITHOUT SPECIAL KNOWLEDGE OR EFFORT. DETAILS FOR HEATERS,MECHANICAL EQUIPMENT,VENTS,DUCTS, MINIMUM COVERAGE. 10. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE
<br /> 10.SMOKE DETECTORS SHALL BE INTERCONNECTED TO A DEVICE AUDIBLE IN SLEEPING PIPING,ETC.ALL SUSPENDED MECHANICAL EQUIPMENT 10. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE SHALL BE PRESSURE TREATED(SEE NOTE 1 FOR MINIMUM GRADE
<br /> AREAS AND SHALL BE POWEREDBY THE BUILDING ELECTRICAL WIRING SYSTEM SHALL BE SWAY OR LATERALLY BRACED. EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE INFORMATION).
<br /> PER SBC 1210(A).W/BATTERY BACK UP PER IRC.313.3 11. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO SPECIFICALLY APPROVED. 11. EXTERIOR STUD WALL SHALL BE 2X6 0 16'O.C.. UNLESS
<br /> SEE PLANS FOR LOCATIONS AT CEILINGS THROUGHOUT WITH A SYMBOL:® EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT ' 11. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH THE NOTED OTHERWISE.INTERIOR STUD BEARING WALLS SHALL BE I--
<br /> 11.ALL PIPING INSTALLEDIN EXTERIOR WALLS SHALL BE ON KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY,WHERE IRC 2009 TABLES R 402.2(WHEN STRENGTH DATA FROM CONSTRUCTED USING 2X4016'O.C. AT UPPER TWO FLOORS
<br /> THE WARM SIDE OF THERMAL INSULATION. ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS,THEY SHALL BE TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE). AND EITHER 2X6 016'O.C.OR 3X4 0 16'O.C.BELOW TOP TWO LIJ
<br /> 12.PLACE NO DUCTS,PIPING,CONDUIT,NOR AND OTHER REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE CEMENT CONTENT LBS/CUBIC YARD SACKS PER CUBIC YARD FLOORS.STUD NONBEARING WALLS SHALL BE CONSTRUCTED USING
<br /> OBSTRUCTION TO IMPAIR GIVEN CEILING HEIGHTS AND MADE.MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE FPC(PSI) (MINIMUM) (MINIMUM) 2X4 024'O.C..UNLESS NOTED OTHERWISE.SEE NOTE 1 FOR WMBER
<br /> CLEARANCES. WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. GRADES OF STUDS AND PLATES. w
<br /> 13.EXTEND ALL SOIL,ROOF,FOOTING AND AREA TO DRAIN 30000 470 5.5 12. FRAMING ANCHORS FOR JOISTS PURLINS AND POSTS SHALL BE
<br /> AS SHOWN. MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5'OR SIMPSON,OR APPROVED EQUAL APPROVAL MUST BE OBTAINED
<br /> 14.MECHANICAL SYSTEMS: VENDOR DESIGN TO INCLUDE A LESS.NO MORE THAN A 1'PLUS TOLERANCE SHALL BE ALLOWED. IN WRITING PRIOR TO INSTALLATION.FILL ALL FASTENER LJ_J
<br /> COMPLETE HEAT PUMP SYSTEM.CONTROLS FOR A FORCED-AIR A)WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 402.2 HOLES WITH FASTENER TYPES(NAILS,BOLTS,ETC.),SIZES,AND
<br /> DISTRIBUTION THROUGHOUT THE RESIDENCE.WATER HEATER DESIGNCRITERIA OF THE IRC,CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF QUANTITIES AS SPECIFIED BY THE MANUFACTURER.
<br /> SHALL BE GAS-FIRED,PROVIDE CAPACITY FOR 275 GALLON 5.5 SACKS PER CUBIC YARD OF CONCRETE. 13.FASTENER FOR PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD SHALL F.
<br /> HOT TUB.PROVIDE CALCULATIONS,DRAWINGS,SPECIFICATIONS 1. BUILDING CODE 2009 IRC,WITH LOCAL CITY OR COUNTY 'CONCRETE SHALL BE AIR-ENTRAINED.TOTAL AIR CONTENT(%BY VOL OF BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL STAINLESS STEEL,
<br /> ' AND DETAILED PROPOSAL INCLUDING TESTING AND WARRANTY 2.VERTICAL LOADS ROOF FLOOR CONC.)SHALL BE 5%MIN&7%MAX. SIUCON BRONZE OR COPPER.THE COATING WEIGHTS FOR ZINC COATED
<br /> FOR REVIEW BY THE OWNER,ARCHITECT,AND THE GENERAL SNOW LOAD 25 PSFFASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
<br /> CONTRACTOR. LIVE LOAD 20 PSF 40 PSFNOTE CONCRETE BATCH TICKETS FROM THE FOUNDATION CONCRETE SHALL BE Q
<br /> THE VENDOR SHALL PROCURE AND PAY FOR THE PERMITS DEAD LOAD 15 PSF 12 PSF REQUIRED TO BE AVAILABLE TO CITY BUILDING INSPECTORS AT THE Q
<br /> REQUIRED TO EXECUTE ALL WORK UNDER THIS DIVISION. 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO UNDERFLOOR INSPECTION
<br /> ELECTRICAL SYSTEMS: VENDOR DESIGN TO INCLUDE
<br /> 15. ELET AND SEPARATE ELECTRICAL TOI FOR THE SHEAR WALLS AND THENCE TO FOUNDATIONS WHERE LLJ n Z
<br /> RESIDENCE.COMPROVIDE UNDERGROUND SERVICE FROM THE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND ROOF TRUSSES W
<br /> SLIDING FRICTION OF EARTH.
<br /> NEAREST UTILITY POLE TO A METER AND A 200 AMP DISTRIB-
<br /> UTION PANEL WHERE SHOWN FOR THE RESIDENCE PROVIDE 4.WIND DESIGN DATA: Iw=1.0 Kzt=1.0 EXPOSURE: CATEGORY B,INTERNAL COEFFICIENT: 1.THE TRUSSES SHALL BE DESIGNED BY EHE FABRICATOR TO FIT r)--
<br /> FACTORS PER WEN ANALYSIS METHOD USED: WOOD FRAME CONSTRUCTION MANUAL(WFCM) REINFORCING STEEL
<br /> DRAWINGS,SCHEDULE,SPECIFICATIONS,AND A DETAILED 5.EARTHQUAKE DATA DESIGN:Ie=1.0 56=1.5275 S1=0.772 SITE CLASS:D SDs=1.018,SD1=0.772 STRUCK RS AND LOADSL INDICANS H DIE PLANS AND IN THE ( ) �-- Q
<br /> PROPOSAL FOR REVIEW BY THE OWNER,ARCHITECT,AND THE STRUCTURAL NOTES.ALL DESIGNS SHALL BE IN ACCORDANCE WITH U (Y'
<br /> SEISMIC DESIGN CATEGORY: D BASIC SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAMED
<br /> GENERAL CONTRACTOR.THE VENDOR SHALL PROCURE AND WALLS SHEATHED W/W00D STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE.Cs=0.16 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE ALLOWABLE VALUES ASSIGNED BY THE IRC 2009
<br /> PAY FOR THE PERMITS REQUIRED TO EXECUTE ALL WORK (0.11 FOR ASD)R=6.5 ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE 60 UNLESS OTHERWISE NOTED. CONCENTRATED MECHANICAL ROOF LOADS SHALL BE INCLUDED IN Q
<br /> UNDER THIS DIVISION. PER _02 2. All REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE THE DESIGN.VERIFY WEIGHTS AND LOCATIONS WITH THE ARCHITECT. T
<br /> PROCEDURE= I SECTION
<br /> 0 7 W=DEAD LOADF---16.FIRE BLOCKING REQUIRED PER 2009 IRC R602.8. PLANS.WHERE LAP OR SPLICE LOCATIONS ARE NOT 2. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO
<br /> SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, THE ENGINEER FOR APPROVAL-PRIOR TO FABRICATION.
<br /> LAPS AND/OR SPLICES SHALL BE WELL STAGGERED. DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED LIJ Q
<br /> 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN BY A REGISTERED PROFESSIONAL ENGINEER.THE DRAWINGS O U N
<br /> ACCORDANCE WITH ACI 315 SHALL BE REVIEWS)BY THE SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOADS
<br /> SAFETY GLAZING FOUNDATIONS ENGINEER AND AVAILABLE ON THE JOB SITE PRIOR TO THE
<br /> PLACING OF CONCRETE THE TRUSSES ARE DESIGNED TO SUPPORT.THE TRUSSES ARE TO
<br /> BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS,
<br /> 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 APPROVED FABRICATOR DRAWINGS AND INSTALLATION
<br /> 1.TEMPERED SAFETY GLASS SHALL BE INSTALLED IN 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN m
<br /> HAZARDOUS LOCATIONS,INCLUDING AREAS THAT ARE THE IRC 2009 CODE TABLE R402.2 FOUNDATION WORK SHALL AND SHALL BE 12X12 W2.9/W2.9 UNLESS OTHERWISE NOTED. SUGGESTIONS.CONTRACTOR SHALL GIVE NOTIFICATION PRIOR .-M
<br /> o
<br /> SUBJECT TO HUMAN IMPACT.GLAZING IN DOORS.GLAZING BE PERFORMED IN ACCORDANCE WITH CHAPTER 4 OF THIS CODE. LAP REINFORCEMENT 12'MINIMUM. TO ENCLOSING DHE TRUSSES TO PROVIDE AN OPPORTUNITY FOR UD
<br /> WITHIN A 24'ARC OF CLOSED DOOR GLAZED AREAS)9 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: 5. ANCHOR BOLTS,DOWELS AND OTHER EMBEDDED ITEMS SHALL BE INSPECTION OF THE INSTALLATION.DESIGN AND TO PROVIDE aM
<br /> SQ.FT.WHEN LESS THAN 18'ABOVE FLOOR OR WALKING ALLOW.SOIL BEARING 1500 PSF SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED.SLAB BRIDGING BETWEEN THE TRUSSED,CONTIGUOUS LATERAL 30)
<br /> SURFACE,SAFETY GLAZING IS REQUIRED T/B PERMANENTLY SOIL FRICTION 0.35 ON GRADE REINFORCEMENT SHALL BE PLACED AT MID-DEPTH OF BRACING AND DIAGONAL BRACING PER TRUSS PLATE INSTITUTE
<br /> N
<br /> MARKED PER MANUFACTURER. EQUIV.FLUID PRESSURES SLAB AND SHALL BE HELD SECURELY IN PLACE WITH RECOMMENDATIONS.
<br /> ACTIVE PRESSURE 35 PCF MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. <
<br /> PASSIVE PRESSURE 200 PCF W Na
<br /> VENTILATION AND ACCESS («WALLS RESTRAINED AGAINST ROTATION SHALL BE DESIGNED FOR
<br /> AN EQUIV.FLUID PRESSURE OF 50 PCF.) UPC SEC.313.12 .,-, •
<br /> 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18"BELOW LOWEST r
<br /> ADJACENT GRADE OR FINISH FLOOR,WHICHEVER IS LOWER. PREFABRICATED WOOD
<br /> ''
<br /> 1 VENTILATE CRAWL SPACES AND OVERHANGING FLOORS Q
<br /> ALL FOOTINGS SHALL FOUNDED ON COMPACTED FILL OR
<br /> WITH SCREENED OPENINGS NOT LESS THAN 1 SQ.FT. I 2009 UNIFORM PLUMBING CODE WITH WA,STATE AMENDMENTS WV ,
<br /> UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. I-V O L S T
<br /> (NET FREE)FOR EACH 150 SQ.FT.OF UNDER FLOOR 4. COMPACTION: MATERIAL FOR FLUNG AND BACKFlWNG SHALL RAT PROOFING 313.12.1: STRAINER PLATES ON DRAIN INLETS z
<br /> AREA.DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG CONSIST OF THE EXCAVATED MATERIAL AND/OR IMPORTED SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING IS
<br /> THE LENGTH OF AT LEAST OF TWO OPPOSITE SIDES AND BORROW AND SHALL BE FREE OF ORGANIC MATTER,TRASH, 1. THE JOISTS SHALL BE MANUFACTURED BY TRUS-JOIST MACMILLAN, GREATER THAN 1/2'IN THE LEAST DIMENSION.313.12.2:
<br /> COVER WITH 1/4'CORROSION RESISTANT WIRE MESH AT LUMBER OR OTHER DEBRIS.ALL WALLS SHALL BE ADEQUATELY INCORPORATED OR APPROVED EQUAL(SUBSTITUTION MUST BE METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER
<br /> CRAWL SPACES. BRACED PRIOR TO BACKFIWNG.FILL AND BACKFIELD SHALL APPROVED BY THE STRUCTURAL ENGINEER IN WRITING,PRIOR TO THAT RATS CAN NOT ENTER A BUILDING BY FOLLOWING THE DATE 9-2-16
<br /> 2. VENTILATE ATTIC SPACES WITH CROSS VENTILATION BE DEPOSITED IN LAYERS NOT TO EXCEED 8'THICK, INSTALLATION). SERVICE PIPES FROM THE BOX INTO THE BUILDING.313.12.3: SCALE:
<br /> EQUAL TO 1/150TH OF DHE ATTIC AREA(NET FREE)EXCEPT PROPERLY MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS 2. SEE PLANS FOR SIZE,TYPE,AND LOCATIONS OF I-JOIST. IN OR ON BUILDING WHERE OPENINGS HAVE BEEN MADE IN AS NOTED
<br /> THE AREA MAY BE 1/3001H PROVIDED AT LEAST 50%OF AND THOROUGHLY ROILED OR COMPACTED WITH APPROVED 3. THE JOISTS ARE TO BE ERECTED AND INSTALLED IN WALLS,FLOORS CR CEILINGS FOR THE PASSAGE OF PIPES, DRAWN:CO
<br /> THE REQUIRED VENT AREA IN THE EAVES. EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO PRODUCE A ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE
<br /> 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANEL RELATIVE COMPACTION OF 90%Of MAXIMUM POSSIBLE DENSITY INSTALLATION REQUIREMENTS AND RECOMMENDATIONS. INSTALLATION OF APPROVED METAL COLLARS SECURELY '10
<br /> 02-729
<br /> w 22'X 30"MINIMUM WITH A CLEAR HEIGHT OF 30". GAS DETERMINED BY ASTM D11557.HAND TAMPERS SHALL WEIGH CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING FASTENED TO THE ADJOINING STRUCTURE 313.12.4: '
<br /> INSULATE AND WEATHER-STRIP. AT LEAST 50 LBS.EACH AND SHALL HAVE A FACE AREA NOT THE JOIST TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF TUB WASTE OPENINGS IN FRAMED CONSTRUCTION TO CRAWL
<br /> 4 PROVIDE 18"X 24'CRAWL SPACE ACCESS TO UNDER IN EXCESS OF 64 SQUARE INCHES.HAND TAMPERS MAY BE THE INSTALLATION.PROVIDE BRIDGING,CONTINUOUS LATERAL SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED SHEET:
<br /> FLOOR AREAS. USED WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT BRACING,AND DIAGONAL BRACING BETWEEN THE JOISTS PER BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL q
<br /> CANNOT BE USED. THE MANUFACTURE'S RECOMMENDATIONS. SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE A H
<br /> WITH NO OPENING GREATER THAN 1/2'IN THE LEAST DIMENSION. 3
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