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Permit#: C1906-014
<br /> Site Address: 1527 FLORIDA DR
<br /> Owner: BUSTARD CUSTOM CONSTRUCTION INC
<br /> DESIGN CRITERIA: WOOD FRAMING: FLOOR TIES & HOLDDOWNS Tenant: [TenName] /ly,,7
<br /> All Climate Zones App. Date: 6/17/2019 ��3,,
<br /> Proposed Use: NEW SFR
<br /> STRUCTURAL SYSTEMS PRESENTED IN THESE PLANS HAVE BEEN DESIGNED TO MEET THE ALL GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER, LATEST ANCHOR R-Valuea U-Factora
<br /> MARK STRAP NAILING HOLDDOWN STUD ANCHORAGE Description: NEW SFR
<br /> . REQUIREMENTS OF THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE& EDITION" BOLTS Fenestration U-Factorb n/a 0.28 ,
<br /> INTERNATIONAL RESIDENTIAL CODE. STHD8 24 16D Skylight U-Factor n/a 0.50 Reviewed By: Date: I�l/ji-t-P. gM
<br /> BEAMS (4X AND GREATER) DF#1 OR BETTER STHD8 ( ) N/A Glazed Fenestration SHGCb,e n/a n/a + '
<br /> DESIGN LOADS: POSTS DF#1 OR BETTER STHD8RJ SINKER 49, Office Set Job Site Set Fire/Planning Set
<br /> • STUDS HF#2/STUD Ceiling 1 0.026
<br /> LATERAL SEISMIC LOADS: ANALYSIS METHOD: SIMPLIFIED PROCEDURE ALL OTHER LUMBER HF#2 OR BETTER Wood Frame Wall g,k,I 21 int 0.056
<br /> IE= 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 Lt H U I 1 1 1 1 1 1
<br /> LIGHT FRAME BEARING WALL w/WOOD PANEL: R=6.5&Cs=0.13 2) CRIPPLE WALL CONSTRUCT SAME AS S.W.ABOVE
<br /> Below Grade Wallc,k 10/15/21 int+TB 0.042
<br /> 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 o)
<br /> SDs=0.83 &Sol =0.43, DESIGN BASE SHEAR=5.75 k 4)THREADED ROD AND COUPLER AS REQUIRED Slabd R-Value&Depth 10,2 ft n/a w w1 r-
<br /> 4BEAM SIMPLE DF/DF 24F V4 2400 PSI 1850 PSI 0 9)o
<br /> LATERAL WIND LOADS: WIND SPEED: 110 mph, EXPOSURE B, GCp = ±0.18, Kzt= 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 /> ALL EXTERIOR DECK FRAMING AND WOOD MEMBERS IN CONTACT WITH CONCRETE OR International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the
<br /> MASONRY SHALL BE PRESSURE TREATED. FASTENERS FOR PRESERVATIVE-TREATED WOOD NOTE following minimum number of credits: w
<br /> VERTICAL LOADS: ROOF LOADS FLOOR LOADS FOR MONOPOUR CONSTRUCTION: IN LIEU OF THE REINFORCING SHOWN,THE FOUNDATION - N
<br /> (WITH THE EXCEPTION OF STEEL BOLTS ONE-HALF-INCH DIAMETER OR GREATER)SHALL BE MAY BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS AS OUTLINED IN THE 2012 _iI, 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
<br /> AS A RECAP OF THE CODE THE FOUNDATION SHALL COMPLY WITH THE FOLLOWING: o0
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<br /> MANUFACTORERS RECOMMENDATIONS FOR CORROSION PROTECTION WHEN STEEL �2. Medium Dwelling Unit: 1.5 points 0
<br /> HANGERS AND CONNECTORS ARE USED. All dwelling units that are not included in#1 or#3, including additions over 750 square feet. co W
<br /> SOIL AND FOUNDATION: 1. WALL HEIGHT SHALL NOT EXCEED 8 FT. z
<br /> 2. UNBALANCED BACKFILL HEIGHT SHALL NOT EXCEED 4 FT. 3. Large Dwelling Unit: 2.5 points co Lij
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<br /> ALL DOOR AND WINDOW HEADERS NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE Dwelling units exceeding 5000 square feet of conditioned floor area. < ^co
<br /> DESIGN VALUES: 3. MINIMUM REINFORCEMENT FOR PLAIN CONCRETE FOUNDATION WALL SHALL CONSIST I cy U
<br /> (2)2x8 DF#2 WITH ONE CRIPPLE AND ONE STUD FOR OPENINGS 6'-0"OR LESS AND TWO d
<br /> OF ONE NO. 4 HORIZONTAL BAR LOCATED IN THE UPPER 12 INCHES OF OF THE WALL. Table R406.2
<br /> CRIPPLE AND ONE STUD FOR OPENINGS MORE THAT 6'-0"WIDE.ALL COLUMNS NOTSummary
<br /> ALLOWABLE BEARING: 2000 PSF 4. MINIMUM THICKNESS FOR PLAIN CONCRETE FOUNDATION WALL SHALL BE 7.5 INCHES
<br /> SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE (2)2x(MATCH WALL STUDS)HF#2 NAILED Option Description Credit(s)
<br /> COEFFICIENT OF FRICTION: 0.35 EXCEPT THAT 6 INCHES IS PERMITTED WHEN THE MAXIMUM HEIGHT IS 4 FT, 6 INCHES.
<br /> ACTIVE PRESSURE: 35 PCF (UNRESTRAINED) TOGETHER PER STRUCTURAL NOTES. 5. PER R403.1.3.1: FOUNDATIONS WITH STEM WALLS SHALL HAVE INSTALLED A MINIMUM OF la Efficient Building Envelope la 0.5 t
<br /> 60 PCF (RESTRAINED) ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL AND ONE NO.4 BAR lb Efficient Building Envelope lb 1.0
<br /> SPIKE LAMINATE 2x4 COLUMNS TOGETHER WITH 16d @ 9"O.C. STAGGERED. LAMINATE 2x6 1c Efficient BuildingEnvelope 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. p t Q
<br /> @ 2a Air Leakage Control and Efficient Ventilation 2a 0.5
<br /> FROM OPPOSITE SIDES OF THE COLUMN. EACH INDIVIDUAL STUD SHALL BE ATTACHED TO
<br />, ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 18" THE ADJACENT STUD. 2b Air Leakage Control and Efficient Ventilation 2b 1.0 U
<br /> BELOW FINISHED GRADE. O� 2c Air Leakage Control and Efficient Ventilation 2c 1.5 Z
<br /> Simple Heating System Size: Washington State ,� _ Q
<br /> BACKFILLING. COMPACTED FILL SHALL PROVIDE DOUBLE TOP PLATES AT ALL WALLS AND STAGGER SPLICES A MINIMUM OF 48". This heating system sizing calculator is based on the Prescriptive Requirements of the`OWashington State Energy Code(WSEC)and ACCA 3a High Efficiency HVAC 3a 0.5 o_
<br /> ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TOATTACH 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.ACCA procedures for sizing cooling systems should be used to determine cooling 3b High Efficiency HVAC 3b 1.0 A / Q Z 00 N
<br /> , BE FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHALL BE PLACED IN A MAXIMUM OF 8 INCH loads. j /s 3c High Efficiency HVAC 3c 2.0
<br /> CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 48" O.C. EMBEDDED 7" MIN, UNLESS NOTED glazing glazing p 9 averagect Q_ = co
<br /> LIFTS AND COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DENSITY AS DETERMINED BYThe lazin (window)and doorportion of this calculator assumes the installed lazin and door roducts ave an area weighted U-factor of 3d High Efficiency HVAC 3d 1.0 w
<br /> OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. 0.30.The insulation requirements are the minimum rescri tive amounts the,201 ' SEC. F- < Q
<br /> ASTM D-1557. incorporated prescriptive specifiedby �� 4 High EfficiencyHVAC Distribution System 1.0 F- 0 W g
<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, 9 y (� Z W us
<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
<br /> CONCRETE: APPROVED FASTENER TO INSURE THAT THE TRUSS DOES NOT BEAR ON THE WALL. Program at(360)956-2042 for assistance. 5b Efficient Water HeatingQ F- z
<br /> 1.5 �] W Oh-
<br /> �� ll Z co Q
<br /> Project Information Contact Information 6 Renewable Electric Energy 0.5 *1200 kwh 0.0
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<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#1756 PAUL BUSTARD
<br /> APPROVED EQUIVALENT. CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS
<br /> 425-876-6551 Total Credits 3.50
<br /> 1) F'c= 3000 PSI SPECIFICATIONS WITH ALL HOLES IN HANGERS TO BE NAILED. *Please refer to Table R406.2 for complete option descriptions
<br /> 2) MAXIMUM SLUMP=4" Heating System Type: Forced Air Furnace Heat Pump 10-14-19
<br /> 3) MAX WATER/CEMENT RATIO = 0.53; 6 GALLONS PER SACKSOLID 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': 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 R402.1.1 Footnotes SS, A�
<br /> 5) INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS Design Temperature Difference(AT) 49 .5� °F -, %,t,
<br /> FLOOR JOISTS AND 10 0 O.C. FOR RAFTERS. PROVIDE SQUASH BLOCKING NEXT TO RIM JOIST Everett Paine APB g p For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. 4 ' . ti
<br /> ARE EMBEDDED. UNDER ALL PERIMETER POSTS AND COLUMNS CONSISTING OF A DOUBLE STUD OR GREATER, AT=lndoor(70 degrees)-OutdoorDesignTemp , P
<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 v)
<br /> DESIGN F'c=2500 PSI WITH F'c=3000 PSI SPECIFIED FOR WEATHERING PER IBC TABLE 1904.2. PROVIDE AN EQUIVALENT COLUMN OR SOLID BLOCKING TO SUPPORT OR FLOOR BELOW AT Conditioned Floor Area less than the label or design thickness of the insulation, the compressed R-value of the insulation from w f4�
<br /> ALL COLUMN LOCATIONS. Conditioned Floor Area(sq ft) 1,756 7- C 38799 0. w
<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. 'Vu $�
<br /> Average Ceiling Height Conditioned Volume �SI0NAL E1G
<br /> PROVIDE DOUBLE JOIST UNDER ALL INTERIORS WALLS THAT RUN PARALLEL TO JOIST Average Ceiling Height(ft) 8.0 14,048 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. Glazing and Doors U-Factor XArea=UA Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1
<br /> CONCRETE SHRINKAGE DURING CURING. CONCRETE SHALL BE PROTECTED DURING CURING
<br /> TO MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION. 0.30 191 57.30 through 3 where the SHGC for such skylights does not exceed 0.30.
<br /> PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY
<br /> TYPICAL NAILING SCHEDULE Insulation
<br /> Attic U FactorXArea=UA
<br /> c 10/15/21.+TB means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous
<br /> APPROVED BY THE DESIGN ENGINEER, WITH THE EXCEPTION OF ELECTRICAL CONDUIT. R-49 s ; 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 /> #OF REQ'D Single Rafter or Joist Vaulted Ceilings U Factor Area UA basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13
<br /> REINFORCING STEEL: TYPICAL CONNECTION TYPE FASTENERS FASTENER LOCATION No selection cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or
<br /> Select R-Value '-.
<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) TOENAIL Above Grade Walls(see Figure 1) U-Factor Area UA
<br /> JOIST TO SILL OR GIRDER 3 8d COMMON (or) R-2, -> 0.056 2,350 131.60 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and
<br /> #4 & SMALLER 40 40,000 3
<br /> FloorsUA
<br /> #5& LARGER 60 60,000 8d COMMON (or) TOENAIL EACH R-30 U-Factor
<br /> ' 0.029 977 Area 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 I) U-Factor Area UA
<br /> SOLE PLATE TO JOIST OR TYPICAL FACE Select R-value _r: 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" 8" O.C. 3"x 0.131" NAILS
<br /> BLOCKING (WALL) NAILR301,1,
<br /> EXPOSED TO EARTH OR WEATHER: 2" Slab Below Grade(see Figure 1) F-Factor Length UA
<br /> SLABS, WALLS AND JOISTS: 3/4" Select conditioning i:,•_' No selection --- g Reserved.
<br /> TOP PLATE TO STUD, OR STUD 3 3"x 0.131" NAILS END NAIL " '�
<br /> BEAMS AND COLUMN: 1 1/2 TO SOLE PLATE (WALL) Slab onGrade(seeFigure1) 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 B-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)
<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 or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in
<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 Sum of UA 242.64 For single rafter- orjoist-vaulted ceilings, the insulation maybe reduced to R-38.
<br /> WELDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 W1.4x1,4 UNLESS j 9 9
<br /> NOTED OTHERWISE. PLACE AT MID-DEPTH OF SLAB AND PROVIDE ONE FULL MESH OVERLAP Envelope Heat Load 11,889 Btu/Hour
<br /> DOUBLE TOP PLATES 12" O.C. 3"x 0.131" NAILS TYPICAL FACE k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a
<br /> AT SPLICES. NAIL Sum ofUAXAT
<br /> Air Leakage Heat Load 7,434 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 19,323 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
<br /> Building and Duct Heat Load 21,256 Btu/Hour requirement.
<br /> ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF
<br /> Ducts in unconditioned space:Sum of Building Heat Loss X 1.10
<br /> WASHINGTON AND FABRICATED FROM HIS/HER DESIGNS.THE SNOW LOAD SHALL BE NOTED JOIST TO TOP PLATE 6" O.C. 3"x 0.131" NAILS TOENAIL Ducts in conditioned space:Sum of Building Heat Loss X1 Table 8402.1.3 Footnote
<br /> UNDER DESIGN LOADS AND VERIFIED PRIOR TO FABRICATION.TRUSS DESIGNS SHALL BE Maximum Heat Equipment Output 29,758 Btu/Hour
<br /> SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLED FOR IN PLANS. HANDLE AND INSTALL Building and Duct Heat LossX 1.40 forForcedAirFumace 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 HeatLossx1.26forxeatPump CI led In ectl0R402.1.3. pp
<br /> RAFTER TO TOP PLATE RAFTER SPACING SIMP. "H1"CLIP spe •f Section
<br /> HOLES PER SIMP. ::,
<br /> SHEATHING: GRADING AND DRAINAGE
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<br /> JOIST TO RIM (BAND)JOIST 4 16d COMMON (or) FACE NAIL
<br /> 1) WALLS: 7/16"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF STUDS 3"x 0.131" NAILS g Additional PermitsAre Required
<br /> Y. Provisions shall b� made for the control and drainage of surface
<br /> WITH 8d NAILS @ 6" O.C.ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID a. COMMON NAILS (6d-2"x 0.113", 8d-2%2"x 0.131", 10d -3"x 0.148") water around buildings by: gutters, drain lines, inlets and catch For This Project To Include: Ln
<br /> BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE.b. FOR ALL CONNECTIONS NOT SHOWN, REFER TO IBC 2304.9.1, DETAILS AND SHEAR WALL basins or other necessary drainage structures and shall be installed 0
<br /> 2) ROOF: 7/16"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF SCHEDULE
<br /> where storm water disposal cannot be obtained without their use or Plumbing Sprinkler
<br /> RAFTERS/TRUSSES WITH 8d NAILS @ 6" O.C. ALL PANEL EDGES AND AT 12"O.C. IN FIELD p
<br /> AND PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR where erosion cannot be prevented by finish grading and planting. 0 Mechanical ® Fire Alarm (\I 0
<br /> SHEARWALL SCHEDULE. Dry wells shall not be installed in areas where the soil is not well Electrical /
<br /> 3) FLOORS: 3/4"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF JOISTS SHEAR WALL SCHEDULE H E®ULE drained and/or porous.
<br /> WITH 10d NAILS @ 6" O.C.ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID
<br /> BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE.
<br /> , NAILING* SHEAR FLOW NAILING DESIGN 2. Grading shall be provided to insure: C JNCRE 'E.ENC ►SEC ELECT tt CisI
<br /> GENERAL NOTES: L.L. w
<br /> (a) Diversion of water away from buildings. (UFER GROUND) REQUIRED /`�
<br /> DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS.THE CONTRACTOR SHALL SHEATHING EDGES BASE TOE NAIL SILL PLATE BASE (b) Prevention of standing water and soil saturation detrimental PER NEC 50. ` l
<br /> ct
<br /> VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE MARK COMMON BLOCKED FIELD PLATE RIM/TOP ANCHORS** SHEAR to structures and lot use. (INSPECTEDAT FOOTINGS) W
<br /> CAPACITY Q
<br /> DRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE (c) That natural drainage channels or basins are not blocked or '
<br /> WORK. gilled. �'uj
<br /> 7/6" OSB 8d @ 6" 8d @ 12" 16d @ 8" 16d @ 5" 1/2A.B. @ A Benchmark I� Required On Site
<br /> SW1 48" O.C. & 150 PLF (d) Provisions for the disposal of water,from a lot, Verify r t r•rr t�
<br /> REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND ONE SIDE O.C. O.C. O.C. O.C. ENDS T O 'er`fy Appro Bl'ildin 14P'fil i
<br /> WINDOW OPENINGS, FINISHES AND OTHER NON-STRUCTURAL ITEMS. CO Protection of adjoining property-.
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING '/6" OSB 8d �° @ @ 4" 8d 12" 16d 5" SIMP. LTP4 1/2" 0 A.B. @ Roof trusses to be designed
<br /> SW2 32" O.C. & 350 PLF IF BUILDING IS NOT POSITIONED A5 and drawing prepared by
<br /> CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL ONE SIDE O.C. O.C. O.C, @ 20" O.C. ENDS a State licensed structural
<br /> PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED.THE CONTRACTOR INDICATED ON APPROVED SITE PLAN, engineer.
<br /> SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT A NEW SITE PLAN SHALL BE SUBMIT PROPANE TANKS, HEAT PUMPS AND
<br /> REQUIRED INSPECTIONS. TED. NO FURTHER INSPECTIONS WILL OTHER EQUIPMENT OR APPURTENANCES
<br /> GENERAL NOTES
<br /> BE MADE ON THIS PROJECT UNTIL THE MAY NOT BE LOCATED IN THE FRONT
<br /> AND SIDE SETBACKS. PROPANE TANKS SCHEDULES
<br /> THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT REVISED SITE PLAN HAS BEEN APPROV- REQUIRE ADDITIONAL PERMITS ISSUED
<br /> SHOWN. * USE COMMON NAILS FOR ALL NAILING. ED BY THE BUILDING/PUBLIC WORI<S BY THE EVERETT FIRE DEPARTMENT"
<br /> ** ANCHOR BOLT WASHERS MUST BE 3"X 3"X 1/4"THICK DEPTS. PRIOR TO INSTALLATION,
<br /> PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS
<br /> RECOMMENDATIONS. REVISION: 2
<br /> it is owners responsibility- to. otelisti 81111 AA ;SII
<br /> THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED property lines. DATE: 10-14-19
<br /> DRAWN BY: TJM
<br /> ONLY WITH THE PERMISSION OF THE ENGINEER, IN WHICH CASE THE REPRODUCTION MUST
<br /> BEAR THEIR NAMES AS ENGINEER.
<br /> SCALE: AS NOTED
<br /> CITY OF EVERETT PROJECT NO: W4580
<br /> REVIEWED FOR PERMIT SHEET NO:
<br /> SI
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