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Permit#: C1906-011
<br /> Site Address: 1603 FLORIDA DR
<br /> Owner: BUSTARD CUSTOM CONSTRUCTION INC
<br /> Tenant: [TenName]
<br /> FLOOR TIES HOLDDOWNS App. Date: 6/17/2019 ) I
<br /> DESIGN CRITERIA: WOOD FRAMING: All Climate Zones Proposed Use: NEW SFR X11 il
<br /> STRUCTURAL SYSTEMS PRESENTED IN THESE PLANS HAVE BEEN DESIGNED TO MEET THE ALL GRADES SHALL CONFORM TO "WVVPA GRADING RULES FOR WESTERN LUMBER, LATEST R-Valuea U-Factora Description: NEW SFR
<br /> REQUIREMENTS OF THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE& EDITION" MARK STRAP NAILING HOLDDOWN STUD ANCHORAGE BOLTS Fenestration U-Factorb n/a 0.28 /--' '
<br /> Skylight U-Factor n/a 0.50 Reviewed By: Date: /447Ar
<br /> INTERNATIONAL RESIDENTIAL CODE. STHD8 (24 ) 16D N/A Glazed Fenestration SHGCb,e n/a n/a '�)��Office Set Job Site Set Fire/Planning(4X AND GREATER) DF#1 OR BETTER STHD8
<br /> DESIGN LOADS: POSTS DF#1 OR BETTER STHD8RJ SINKER / g Set
<br /> STUDS HF#2/STUD Ceiling 49j 0.026
<br /> LATERAL SEISMIC LOADS: ANALYSIS METHOD: SIMPLIFIED PROCEDURE ALL OTHER LUMBER HF#2 OR BETTER Wood Frame Wall g,k,l 21 int 0.056
<br /> le= 1.00, SEISMIC USE I, SITE CLASS D, Mass Wall R-Valuei 21/21h 0.056
<br /> SEISMIC DESIGN CATEGORY D GLUE LAMINATED TIMBER: 1) LOCATE HOLDOWN AT EACH END OF SHEARWALL Floor 30g 0.029 0 "I"I I I I I
<br /> LIGHT FRAME BEARING WALL w/WOOD PANEL: R=6.5&Cs=0.13 2)CRIPPLE WALL CONSTRUCT SAME AS S.W.ABOVE Below Grade Wallc,k 10/15/21 int+TB 0.042 o)Ss= 1.25&Si =0.40 (PER 2002 USGS MAP w/LAT. &LON.) MEMBER USE SPAN TYPE SPECIES COMB. SYMBOL Fbx+ Fbx- 3) EXTEND FOUNDATION AS REQ'D. FOR H.D.A.B. EMBEDMENT 0)
<br /> � 4
<br /> SDSlabd R-Value&Depth 10,2 ft n/a w '
<br /> S=0.83&SDI =0.43, DESIGN BASE SHEAR=5.89 k 4)THREADED ROD AND COUPLER AS REQUIRED ui
<br /> BEAM SIMPLE DF/DF 24F V4 2400 PSI 1850 PSI
<br /> Q o O
<br /> LATERAL WIND LOADS: WIND SPEED: 110 mph, EXPOSURE B, GCpi=±0.18, Kit= 1.00 BEAM CANTILEVER DF/DF 24F V8 2400 PSI 2400 PSI
<br /> Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the
<br /> International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the
<br /> ALL EXTERIOR DECK FRAMING AND WOOD MEMBERS IN CONTACT WITH CONCRETE OR NOTE following minimum number of credits:
<br /> VERTICAL LOADS: ROOF LOADS FLOOR LOADS MASONRY SHALL BE PRESSURE TREATED. FASTENERS FOR PRESERVATIVE-TREATED WOOD w
<br /> (WITH THE EXCEPTION OF STEEL BOLTS ONE-HALF-INCH DIAMETER OR GREATER)SHALL BE FOR MONOPOUR CONSTRUCTION: IN LIEU OF THE REINFORCING SHOWN,THE FOUNDATION r N
<br /> MAY BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS AS OUTLINED IN THE 2012 tl.Small Dwelling Unit: 0.5 points
<br /> DEAD LOAD 15 PSF 10 PSF OF HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR IRC, SECTION R404.1.4& R403.1.3.1. THESE PROVISIONS OUTLINE THE REQUIREMENTS FOR Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration
<br /> LIVE LOAD N/A 40 PSF COPPER. WHEN USING STAINLESS STEEL OR HOT-DIPPED GALVANIZED CONNECTORS,THE PLAIN CONCRETE FOUNDATION WALLS LOCATED IN SEISMIC DESIGN CATEGORIES DO, D1 &D2. area.Additions to existing building that are less than 750 square feet of heated floor area.
<br /> SNOW LOAD 25 PSF N/A CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL. FOLLOW AS A RECAP OF THE CODE THE FOUNDATION SHALL COMPLY WITH THE FOLLOWING:
<br /> 00
<br /> MANUFACTORERS RECOMMENDATIONS FOR CORROSION PROTECTION WHEN STEEL N2. Medium Dwelling Unit: 1.5 points a)
<br /> HANGERS AND CONNECTORS ARE USED. All dwelling units that are not included in#1 or#3, including additions over 750 square feet. T w
<br /> SOIL AND FOUNDATION: 1. WALL HEIGHT SHALL NOT EXCEED 8 FT. ~ Z
<br /> f3. Large Dwelling Unit: 2.5 points M u.i
<br /> •
<br /> 2. UNBALANCED BACKFILL HEIGHT SHALL NOT EXCEED 4 FT. ,n(I)DESIGN VALUES:
<br /> ALL DOOR AND WINDOW HEADERS NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE 3. MINIMUM REINFORCEMENT FOR PLAIN CONCRETE FOUNDATION WALL SHALL CONSIST Dwelling units exceeding 5000 square feet of conditioned floor area. 1
<br /> OF ONE NO.4 HORIZONTAL BAR LOCATED IN THE UPPER 12 INCHES OF
<br /> (2)2x8 DF#2 WITH ONE CRIPPLE AND ONE STUD FOR OPENINGS 6'-0"OR LESS AND TWO OF THE WALL.
<br /> ALLOWABLE BEARING: 2000PSF
<br /> CRIPPLE AND ONE STUD FOR OPENINGS MORE THAT 6'-0"WIDE.ALL COLUMNS NOT
<br /> 4. MINIMUM THICKNESS FOR PLAIN CONCRETE FOUNDATION WALL SHALL BE 7.5 INCHES Table 8406.2 Summary r
<br /> COEFFICIENT OF FRICTION: 0.35 SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE (2)2x(MATCH WALL STUDS)HF#2 NAILED.
<br /> Option Description Credit(s)
<br /> TOGETHER PER STRUCTURAL NOTESEXCEPT THAT 6 INCHES IS PERMITTED WHEN THE MAXIMUM HEIGHT IS 4 FT, 6 INCHES. 1a Efficient Building Envelope 1a 0.5 XACTIVE PRESSURE: 35 PCF (UNRESTRAINED) 5. PER 8403.1.3.1: FOUNDATIONS WITH STEM WALLS SHALL HAVE INSTALLED A MINIMUM OF lb Efficient Building Envelope lb 1.0
<br /> 60 PCF (RESTRAINED) ONE NO.4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL AND ONE NO.4 BAR
<br /> SPIKE LAMINATE 2x4 COLUMNS TOGETHER WITH 16d @ 9"O.C. STAGGERED. LAMINATE 2x6 1c Efficient Building Envelope 1c 2.0
<br /> PASSIVE PRESSURE: 300 PCF COLUMNS TOGETHER WITH (2) OFFSET ROWS OF 16d NAILS 9"O.C. DRIVE ADJACENT NAILS LOCATED 3 INCHES TO 4 INCHES FROM THE BOTTOM OF THE FOOTING.
<br /> @ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 Q
<br /> ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 18" FROM OPPOSITE SIDES OF THE COLUMN. EACH INDIVIDUAL STUD SHALL BE ATTACHED TO 2b Air Leakage Control and Efficient Ventilation 2b 1.0
<br /> BELOW FINISHED GRADE, THE ADJACENT STUD. 2c Air Leakage Control and Efficient Ventilation 2c 1.5 U
<br /> Simple Heating System Size: Washington State z
<br /> PROVIDE DOUBLE TOP PLATES AT ALL WALLS AND STAGGER SPLICES A MINIMUM OF 48". heating systemsizing PrescriptiveRequirementsWashingtonEnergy (WSEC) 3a High EfficiencyHVAC 3a 0.5 a
<br /> This calculator is based on the of the 2012 State Code WSEC and ACCA g -�
<br /> ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. COMPACTED FILL SHALL ATTACH BOTTOM PLATE TO WOOD FRAMING BELOW WITH 16d @ 12"O.C. OR BOLT TO Manuals J and S.This calculator will calculate heating loads only.ACOA procedures for sizing cooling systems should be used to determine cooling 3b High Efficiency HVAC 3b 1.0 Q Z 0 C
<br /> BE FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHALL BE PLACED IN A MAXIMUM OF 8 INCH loads. 3c High Efficiency HVAC 3c 2.0
<br /> CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 48" O.C. EMBEDDED 7" MIN, UNLESS NOTED The glazing(window)and doorportion of this calculator assumes the installed glazingand doorproducts have an area weighted average U-factor of
<br /> LIFTS AND COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DENSITY AS DETERMINED BY g 9 3d High Efficiency HVAC 3d 1.0 h- LLl uj Q <
<br /> ASTM D-1557. OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. 0.30.The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC.
<br /> Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, 4 High Efficiency HVAC Distribution System 1.0 0 Z 2
<br /> NON-BEARING WALLS MUST BE HELD AWAY FROM TRUSS BOTTOM CHORDS WITH AN some values will be calculated for you. If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension 5a Efficient Water Heating 0.5 N Q D Z Lu Z
<br /> CONCRETE: Program at(360)956 2042 for assistance. 5b Efficient Water Heatin 1.5 W 0 1- Z co Q
<br /> APPROVED FASTENER TO INSURE THAT THE TRUSS DOES NOT BEAR ON THE WALL. g
<br /> Project Information Contact Information 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 CAW ten) Ti m
<br /> CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX: CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY, INC., OR PLAN#1662 PAUL BUSTARD Total Credits 3.50
<br /> APPROVED EQUIVALENT. CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS 425-876-6551
<br /> 1) F'c= 3000 PSISPECIFICATIONS WITH ALL HOLES IN HANGERS TO BE NAILED. *please refer to Table R406.2 for complete option descriptions
<br /> 2) MAXIMUM SLUMP=4" Heatin g System Type: Forced Air Furnace Heat Pump 10-14-19
<br /> 3) MAX WATER/CEMENT RATIO =0• .53; 6 GALLONS PER SACK SOLID BLOCKING OF 2" NOMINAL THICKNESS OR GREATER SHALL BE PROVIDED AT ENDS AND To see detailed instructions for each section,place your cursor on the word"Instructions".
<br /> S S McC��
<br /> 4) MINIMUM ENTRAINED AIR CONTENT SHALL BE 4%± 1% AT ALL SUPPORTS OF JOISTS AND RAFTER. INSTALL BLOCKING OR BRIDGING AT 8'-0"O.C. FOR Design Temperature Table 8402.1.1 Footnotes �1 .ywAsyi
<br /> 5 INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS r Design Temperature Difference(AT) 49 For SI: 1 foot .= 304.8 mm, ei .= continuous insulation, int .= intermediate framing. P; T°�e
<br /> FLOOR JOISTS AND 10-0 O.C. FOR RAFTERS. PROVIDE SQUASH BLOCKING NEXT TO RIM JOIST Everett Paine AFB pT=lndoor(70degrees)-Outdoor Design Temp
<br /> ARE EMBEDDED. UNDER ALL PERIMETER POSTS AND COLUMNS CONSISTING OF A DOUBLE STUD OR GREATER, t . l
<br /> BLOCKING TO MATCH THE AREA OF THE MEMBER ABOVE. UNLESS OTHERWISE SPECIFIED, Area of Building a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is .
<br /> DESIGN F'c=2500 PSI WITH F'c=3000 PSI SPECIFIED FOR WEATHERING PER IBC TABLE 1904.2. il
<br /> PROVIDE AN EQUIVALENT COLUMN OR SOLID BLOCKING TO SUPPORT OR FLOOR BELOW AT Conditioned Floor Area less than the label or desi n thickness of the insulation, the com ressed R-value of the insulation from w�
<br /> ALL COLUMN LOCATIONS. Conditioned Floor Area(sq ft) 1,662 g p 7�� ,38799�'. .V.1.'
<br /> NON-SHRINK 4000 PSI NON-SHRINK GROUT SHALL BE USED FOR ALL COLUMN BASE PLATES. Appendix Table A101.4 shall not be less than the R-value specified in the table. CS
<br /> Average Ceiling Height Conditioned Volume `1ONALE' '
<br /> PROVIDE DOUBLE JOIST UNDER ALL INTERIORS WALLS THAT RUN PARALLEL TO JOIST Average Ceiling Height(ft) 8.0 13,296 b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration.
<br /> PROVIDE CONSTRUCTION JOINTS AT A MINIMUM OF 20'-0"TO MINIMIZE THE EFFECTS OF ORIENTATION. Exception: Skylights be excluded fromglazed fenestration SHGC requirements in Climate Zones 1
<br /> CONCRETE SHRINKAGE DURING CURING. CONCRETE SHALL BE PROTECTED DURING CURING Glazing and Doors U-FactorXArea=UA p may q
<br /> TO MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION. 0.30 175 52.50 through 3 where the SHGC for such skylights does not exceed 0.30.
<br /> TYPICAL EICAL NAILINGSCHEDULE Insulation c "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous
<br /> PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY Attic U-FactorXArea=UA
<br /> APPROVED BY THE DESIGN ENGINEER, WITH THE EXCEPTION OF ELECTRICAL CONDUIT. 8-49 � 0.026 977 25.40 insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the
<br /> ;
<br /> basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13
<br /> TYPICAL CONNECTION TYPE #OF REQ'D FASTENER LOCATION Single Rafter or Joist Vaulted Ceilings U Factor Area UA cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or
<br /> REINFORCING STEEL: FASTENERS -
<br /> SelectNo selection
<br /> exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-
<br /> REBAR: GRADE fy(PSI) 8d COMMON or TOENAIL Above Grade Walls(see Figure 1) U-Factor Area UA 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and
<br /> JOIST TO SILL OR GIRDER 3 ( ) R-21 , . 0.056 1,946 108.98
<br /> 3"x 0,131" NAILS (STAGGER) basement wall.
<br /> #4 &SMALLER 40 40,000 Floors U-Factor Area UA
<br /> #5 & LARGER 60 60,000 8d COMMON (or) TOENAIL EACH R_30 - 0.029 977 28.33 d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1.
<br /> BRIDGING TO JOIST 2 3"x 0.131" NAILS END e There are no SHGC requirements in the Marine Zone.
<br /> COVER: Below Grade Walls(see Figure 1) U-Factor Area UA
<br /> SOLE PLATE TO JOIST OR TYPICAL FACE Select R-value No selection --- f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table
<br /> CAST AGAINST EARTH: 3" BLOCKING (WALL) 8" O.C. 3"x 0.131" NAILS NAIL g 8301.1.
<br /> EXPOSED TO EARTH OR WEATHER: 2" Slab Below Grade(see Figure 1) F-Factor Len th UA
<br /> SLABS, WALLS AND JOISTS: 3/4" TOP PLATE TO STUD, OR STUD Select conditioning is*; No selection g Reserved.
<br /> NAILS END NAIL
<br /> BEAMS AND COLUMN: 1-1/2" TO SOLE PLATE(WALL) 3 3"x 0.131" Slab on Grade(see Figure l) F Factor Length UA h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13
<br /> Select R-Value ' ; No selection -- cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent
<br /> LAP ALL FIELD SPLICES 30 DIAMETERS UNLESS NOTED OTHERWISE. DOWEL ALL EXTERIOR 8d COMMON (or) or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in
<br /> PROJECTIONS TO STRUCTURE WITH#4 BARS @ 12" HOOKED INTO WALL. STUD TO SOLE PLATE (WALL) 4 3"x 0.131" NAILS TOENAIL Location of Ducts
<br /> Duct Leakage Coefficient the locations where structural sheathing is used to maintain a consistent total sheathing thickness.
<br /> BEND WALL AND FOOTING BARS 18"AROUND CORNERS, OR USE CORNER BARS. Unconditioned Space 1.10
<br /> DOUBLE STUDS, OR MULTIPLE 8" O.C. 3"x 0.131" NAILS FACE NAIL i The second R-value applies when more than half the insulation is on the interior of the mass wall.
<br /> LAM MEMBERS
<br /> WELDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 WI.4x1.4 UNLESS Sum of UA 215.21 j For single rafter- or joist-vaulted ceilings, the insulation may be reduced to R-38.
<br /> NOTED OTHERWISE. PLACE AT MID-DEPTH OF SLAB AND PROVIDE ONE FULL MESH OVERLAPTYPICAL FACE Envelope Heat Load 10,545 Btu/Hour
<br /> DOUBLE TOP PLATES 12" O.C. x 0.131" NAILS Sum ofUAXitT k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a
<br /> .
<br /> AT SPLICES. NAIL Air Leakage Heat Load 7,036 Btu/Hour minimum of R-10 insulation.
<br /> Volume X 0.6 X.AT X.018
<br /> MANUFACTURED ROOF TRUSSES: BLOCKING BETWEEN JOISTS ORBuilding Design Heat Load 17,582 Btu/Hour I Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation
<br /> RAFTERS TO TOP PLATE 3 3"x 0.131" NAILS TOENAIL Air Leakage+Envelope Heat Loss requirement.
<br /> ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF Building and Duct Heat Load 19,340 Btu/Hour
<br /> Ducts in unconditioned space:Sum of Building Heat Loss X1.10
<br /> WASHINGTON AND FABRICATED FROM HIS/HER DESIGNS.THE SNOW LOAD SHALL BE NOTEDRIM JOIST TO TOP PLATE 6" O.C. 3"x 0.131" NAILS TOENAIL Ducts in conditioned space:Sum of Building Heat Loss X1
<br /> UNDER DESIGN LOADS AND VERIFIED PRIOR TO FABRICATION.TRUSS DESIGNS SHALL BE Maximum Heat Equipment Output 27,076 Btu/Hour Table R402.1.3 Footnote
<br /> SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLED FOR IN PLANS. HANDLE AND INSTALL Building and Duct Heat Loss X1.40for
<br /> HeatPAir Furnace a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as
<br /> IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FILL ALL NAIL
<br /> Building and Duct HeatLossX1.25forHeatPump
<br /> RAFTER TO TOP PLATE RAFTER SPACING SIMP. "H1"CLIP HOLES PER SIMP. specified in Section R402.1.3.
<br /> SHEATHING: D AS
<br /> JOIST TO RIM (BAND)JOIST 4 16d COMMON (or) FACE NAIL
<br /> 3"x 0.131" NAILS -' 3 '` Lr.>r IF BUILDING IS NOT PUSPhIU
<br /> 1) WALLS: 7/16"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF STUDS 3" " ,
<br /> ttuPANE TANKS HcAT PUMPS AND ry l�
<br /> �-• _. "- •-" INDICATED ON APYRUVED �:I b �T, r CV
<br /> WITH 8d NAILS 6" O.C.ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID 1 rr N
<br /> @ a. COMMON NAILS (6d-2 x 0.113", 8d-2/2 x 0.131 , 10d -3 x 0.148 ) Additional hermits Are Re u►red MAYw'" GRADING AND DRAINAGE
<br /> ANEW SITE PLAN SHALL BE SUi;M i arjt:'R EQUIPMENT ORAPPURTENANCFS ® ®p
<br /> b. FOR ALL CONNECTIONS NOT SHOWN, REFER TO IBC 2304.9.1, DETAILS AND SHEAR WALL TED. NO FURTi�EIL INSPECTIONS Wi_L j NOT BE LOCATED IN THE FRONT
<br /> BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL_SCHEDULE.b. This Project To Include: AND SIDE SETBACKS.2) ROOF: 7/16"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF SCHEDULE
<br /> L 6" O.C.ALL PANEL EDGES AND AT 12"O.C. IN FIELD BE MADE ON TsiIS PROJECT UNTIL THE PROPANE TANKS
<br /> RAFTERS/TRUSSES WITH 8d NAILS @ Y. Provisions shall be made for the control and drainage of surface T kEQUIRE ADDITIONAL PERMITS ISSUED
<br /> AND PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR gutters, drain lines, inlets and catch REVISED SITE PLAN HAS BEEN AI'PROV- PlumbingEl ! -. Sprinkler ay THE EVERETT FIRE DEPARTMENT v- a; <
<br /> ED BY THE BUILDING�PUBLIC WORKS P
<br /> SHEARWALL SCHEDULE. water around buildings by: gPRIOR CO INSTALLATION.
<br /> 3) FLOORS: 3/4"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF JOISTS /� �+ e '
<br /> basins or other necessary drainage structures and shall be installed 0 Mechanical 0 Fire Alarm 1,10
<br /> WITH 10d NAILS @ 6" O.C.ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID SHEAR WALL SCHEDULE LE where storm water disposal cannot b. obtained withoia their use DEPTS. Electrical
<br /> finish grading and planting �`/�
<br /> BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. where erosion cannot be prevent3d by is not well 't is owners responsibility to estabiiShn ;mil ith
<br /> NAILING* SHEAR FLOW NAILING DESIGN Dry wells shall not be installed in areas where the soilproperty linesa I-
<br /> l..l
<br /> GENERAL NOTES:
<br /> drained andjor porous.
<br /> DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS.THE CONTRACTOR SHALL SHEATHING EDGES BASE TOE NAIL SILL PLATE BASE CONCRETE-ENCASED
<br /> MARK FIELD ** SHEAR
<br /> VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE COMMON BLOCKED PLATE RIM/TOP ANCHORS CAPACITY 2. Grading shall be provided to insure: ELECTRODE Q
<br /> DRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE (UFER GROUND) REQUIRED
<br /> WORK. 1 (a) Diversion of water aNay from buildings. Roof trusses to be designedf
<br /> 7 " 6" 8" " /2 O A.B and drawing prepared by PER NEC 250.50 w
<br /> /6 OSB 8d @ 8d @ 12" 16d @ 16d @ 5@
<br /> b Prevention of standing water and soil saturation detrimental a St; te licensed structural tl�j��� �T ® Tli �
<br /> SW1 48" O.C.& 150 PLF O
<br /> REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND ONE SIDE O.C. O.C. O.C. O.C. ENDS to structures and lot use. engineer.
<br /> WINDOW OPENINGS, FINISHES AND OTHER NON-STRUCTURAL ITEMS. (c) That natural drainage channels or basins are not blocked or
<br /> E ONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING 7/16" OSB 8d @ 4" 8d @ 12" 16d @ 5" SIMP. LTP4 1/2" 0 A.B. A Benchmark Is Required On Site
<br /> THE CONTRACTOR SHALL BER SP 1 @ filled.
<br /> SW2 32" O.C. & 350 PLF To VerifyA�p_'t??�� �t!ilr�i o Tie' 1.
<br /> CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL ONE SIDE O.C. O.C. O.C. @ 20" O.C. ENDS (d) provisions for the disposal of water. from a lot. -Tl,, 1a �'
<br /> PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED.THE CONTRACTOR te) protection of adjoining property.
<br /> SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT
<br /> GENERAL NOTES
<br /> REQUIRED INSPECTIONS.
<br /> SCHEDULES
<br /> THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT
<br /> SHOWN. * USE COMMON NAILS FOR ALL NAILING.
<br /> ** ANCHOR BOLT WASHERS MUST BE 3"X 3"X 1/4"THICK
<br /> PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS
<br /> RECOMMENDATIONS. REVISION: 0
<br /> DATE: 10-14-19
<br /> THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED
<br /> DRAWN BY: TJM
<br /> ONLY WITH THE PERMISSION OF THE ENGINEER, IN WHICH CASE THE REPRODUCTION MUST
<br /> BEAR THEIR NAMES AS ENGINEER. SCALE: AS NOTED
<br /> CITY OF EVERETT PROJECT NO: W4575
<br /> REVIEWED FOR PERMIT SHEET NO:
<br /> . . S1
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