|
J
<br /> Permit#: C1906-015
<br /> Site Address: 1525 FLORIDA DR
<br /> Owner: BUSTARD CUSTOM CONSTRUCTION INC
<br /> Tenant: [TenName]
<br /> �,
<br /> DESIGN CRITERIA: WOOD FRAMING: FLOOR TIES HOLDDOWN App. Date: 5/17/2019
<br /> All Climate Zones Proposed Use: NEW SFR
<br /> R-Valuea U-Factors (9/ i tq
<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 MARK STRAP NAILING HOLDDOWN STUD ANCHORAGE ANCHOR 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.
<br /> Skylight U-Factor n/a 0.50 Reviewed By: 0/(STHD8 (24 ) 16D t`_ �(
<br /> Date: �r e' y
<br /> BEAMS (4X AND GREATER) DF#1 OR BETTER STHD8 N/A Glazed Fenestration SHGCb,e n/a n/a /`office Set Job Site Set FirePlannin
<br /> DESIGN LOADS: POSTS DF#1 OR BETTER STHD8RJ SINKER Fire/Planning Set
<br /> STUDS HF#2/STUD Ceiling 491 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 /> 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 " 'I'-'I I I I 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 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
<br /> SDS = 0.83&Sot =0.43, DESIGN BASE SHEAR=5.89 k 4)THREADED ROD AND COUPLER AS REQUIRED
<br /> Slabd R-Value&Depth 10, 2 ft n/a w °' 4
<br /> BEAM SIMPLE DF/DF 24F V4 2400 PSI 1850 PSI o d
<br /> LATERAL WIND LOADS: WIND SPEED: 110 mph, EXPOSURE B, GCpi=±0.18, Kzt= 1.00 BEAM CANTILEVER DF/DF 24F V8 2400 PSI 2400 PSI r
<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 It
<br /> NOTE following minimum number of credits:
<br /> VERTICAL LOADS: ROOF LOADS FLOOR LOADS FOR MONOPOUR CONSTRUCTION: IN LIEU OF THE REINFORCING SHOWN,THE FOUNDATION oC
<br /> MASONRY SHALL BE PRESSURE TREATED. FASTENERS FOR PRESERVATIVE-TREATED WOOD
<br /> r 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 L . 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: Z2. Medium Dwelling Unit: 1.5 points co
<br /> cm
<br /> MANUFACTORERS RECOMMENDATIONS FOR CORROSION PROTECTION WHEN STEEL All dwelling units that are not included in#1 or#3, including additions over 750 square feet. 0° w
<br /> SOIL AND FOUNDATION: cn
<br /> HANGERS AND CONNECTORS ARE USED. 1. WALL HEIGHT SHALL NOT EXCEED 8 FT.
<br /> 2. UNBALANCED BACKFILL HEIGHT SHALL NOT EXCEED 4 FT. 3. Large Dwelling Unit:2.5 points co uj
<br /> units exceeding 5000 square feet of conditioned floor area. ^
<br /> DESIGN VALUES: ALL DOOR AND WINDOW HEADERS NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE DwellingZ
<br /> (2)2x8 DF#2 WITH ONE CRIPPLE AND ONE STUD FOR OPENINGS 6' 0"OR LESS AND TWO 3. MINIMUM REINFORCEMENT FOR PLAIN CONCRETE FOUNDATION WALL SHALL CONSIST
<br /> I
<br /> CRIPPLE AND ONE STUD FOR OPENINGS MORE THAT 6'-0"WIDE.ALL COLUMNS NOT OF ONE NO. 4 HORIZONTAL BAR LOCATED IN THE UPPER 12 INCHES OF OF THE WALL. Table R406.2 Summary
<br /> ALLOWABLE BEARING: 2000PSF 4. MINIMUM THICKNESS FOR PLAIN CONCRETE FOUNDATION WALL SHALL BE 7.5 INCHES
<br /> COEFFICIENT OF FRICTION: 0.35 SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE (2)2x(MATCH WALL STUDS) HF#2 NAILED EXCEPT THAT 6 INCHES IS PERMITTED WHEN THE MAXIMUM HEIGHT IS 4 FT,6 INCHES. Option Description Credit(s)
<br /> TOGETHER PER STRUCTURAL NOTES. la Efficient Building Envelope la 0.5 IX
<br /> ACTIVE PRESSURE: 35 PCF (UNRESTRAINED) 5. PER R403.1.3.1: FOUNDATIONS WITH STEM WALLS SHALL HAVE INSTALLED A MINIMUM OF
<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 1b 1.0
<br /> PASSIVE PRESSURE: 300 PCF SPIKE LAMINATE 2x4 COLUMNS TOGETHER WITH 16d @ 9" O.C. STAGGERED. LAMINATE 2x6 LOCATED 3 INCHES TO 4 INCHES FROM THE BOTTOM OF THE FOOTING. 1c Efficient Building Envelope lc 2.0
<br /> COLUMNS TOGETHER WITH (2) OFFSET ROWS OF 16d NAILS @ 9 O.C. DRIVE ADJACENT NAILS2a 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 Z Q
<br /> Simple Heating System Size: Washington State -
<br /> 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 2012 Washington State Energy Code(WSEC)and ACCA 3a High Efficiency HVAC 3a 0.5 1 / a_
<br /> ALLWALLS 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 El / z 0 N
<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 < 0 rn
<br /> CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 48" O.C. EMBEDDED 7" MIN, UNLESS NOTED The glazing(window)and door portion of this calculator assumes the installed glazingand doorproducts have an area weighted average U-factor ofI
<br /> LIFTS AND COMPACTED TO A MINIMUM 95% OF THE MAXIMUM DENSITY AS DETERMINED BY p g3d High Efficiency HVAC 3d 1.0 W <
<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. W
<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 f- h- Z w W
<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 Q D (0 Lu z
<br /> CONCRETE: Program at(360)956 2042 for assistance. 5b Efficient Water Heating 1.5 LU 0 H Z co Q
<br /> APPROVED FASTENER TO INSURE THAT THE TRUSS DOES NOT BEAR ON THE WALL. �-
<br /> Project Information Contact Information 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 vlW rn Ti in
<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#1417 PAUL BUSTARD
<br /> APPROVED EQUIVALENT. CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS 425-876-6551 Total Credits 3.50
<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" Heating 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 ' MoCA�.
<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 �1 •oFw1sH��God�
<br /> 5) INCORPORATE NO CALCIUM CHLORIDE ADMIXTURES WHERE ALUMINUM ALLOY MATERIALS FLOOR JOISTS AND 10'-0" O.C. FOR RAFTERS. PROVIDE SQUASH BLOCKING NEXT TO RIM JOIST EverettPainaAf6 Design Temperature Difference(AT) 49 For SI: 1 foot 304.8 mm, ci continuous insulation, int intermediate framing. •'
<br /> ARE EMBEDDED. UNDER ALL PERIMETER POSTS AND COLUMNS CONSISTING OF A DOUBLE STUD OR GREATER, AT=Indoor(70 degees)-Outdoor Design Temp .= .= .=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. 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 k'
<br /> ALL COLUMN LOCATIONS. Conditioned Floor Area(sq ft) 1,417 g p `rpm c 38799 e ic{k'
<br /> NON-SHRINK 4000 PSI NON-SHRINK GROUT SHALL BE USED FOR ALL COLUMN BASE PLATES. Average Ceiling Height Conditioned Volume Appendix Table A101.4 shall not be less than the R-value specified in the table. ,SIo�E �G
<br /> PROVIDE DOUBLE JOIST UNDER ALL INTERIORS WALLS THAT RUN PARALLEL TO JOIST Average Ceiling Height(ft) 8.0 11,336 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 ma be excluded from lazed fenestration SHGC requirements in Climate Zones 1
<br /> CONCRETE SHRINKAGE DURING CURING. CONCRETE SHALL BE PROTECTED DURING CURING Glazing and Doors U-FactorXArea=UA PY 9 q
<br /> TO MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION. 0.30 138 41.40 through 3 where the SHGC for such skylights does not exceed 0.30.
<br /> TYPICAL I CAL NAILING SCHEDULE Insulation c"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous 4
<br /> PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY Attic U-Factor X Area=UA R-49
<br /> APPROVED BY THE DESIGN ENGINEER, WITH THE EXCEPTION OF ELECTRICAL CONDUIT. 0.026 899 23.37 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 /> #OF REQ'D Single Rafter or Joist Vaulted Ceilings U-Factor Area UA
<br /> REINFORCING STEEL: TYPICAL CONNECTION TYPE FASTENER LOCATION FASTENERS cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or
<br /> ISelectR-value ` ', No 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) Above Grade Walls(see Figure 1) U-Factor Area UA 13 cavityinsulation at the interior of the basement wall. "TB" means thermal break between floor slab and
<br /> JOIST TO SILL OR GIRDER 3 8d COMMON (or) TOENAIL R-21 0.056 1,536 86.02
<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-so ;:r 0.029 ass 26.07 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 7';
<br /> 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 /> Slab Below Grade(see Figure 1) F-Factor Len th UA
<br /> EXPOSED TO EARTH OR WEATHER: 2" No selection g Reserved.
<br /> SLABS, WALLS AND JOISTS: 3/4" TOP PLATE TO STUD, OR STUD Select conditioning
<br /> BEAMS AND COLUMN: 1-1/2" TO SOLE PLATE (WALL) 3 3"x 0.131" NAILS END NAIL Slab on Grade(see Figure 1) 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 7. 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. DOUBLE STUDS, OR MULTIPLEUnconditioned Space 'v 1.10 i The second R-value applies when more than half the insulation is on the interior of the mass wall.
<br /> LAM MEMBERS 8" O.C. 3"x 0.131" NAILS FACE NAIL
<br /> WELDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 WI.4x1.4 UNLESS Sum of UA 176.86 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 Envelopeeat Load 8,666 Btu/Hour
<br /> DOUBLE TOP PLATES 12" O.C. 3"x 0.131" NAILS SumoHeat
<br /> k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a
<br /> AT SPLICES. NAIL Air Leakage Heat Load 5,999 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 14,665 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 16,132 Btu/Hour
<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 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 22,584 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 X 1.40 for Forced Air Fumace a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as
<br /> Building and Duct Heat Loss X 1.25 for Heat Pump
<br /> IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. RAFTER TO TOP PLATE RAFTER SPACING SIMP. "H1"CLIP FILL ALL NAIL specified in Section R402.1.3.
<br /> HOLES PER SIMP. . _ , ,
<br /> SHEATHING: CO
<br /> JOIST TO RIM (BAND)JOIST 4 16d COMMON (or) FACE NAIL GRADING AND DRAINAGE Additional Permits Are Required
<br /> 1) WALLS: 7/16"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF STUDS 3"x 0.131" NAILS
<br /> WITH 8d NAILS6"O.C.ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID fy CD
<br /> For TMS Project -CC Include. l- 0 C\I
<br /> @ a. COMMON NAILS (6d -2"x 0.113", 8d-2%2'x 0.131", 10d -3"x 0.148") 1. Provisions shall be made for the control and drainage of surface
<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 water around buildingsgutters, drain lines, inlets and catch o
<br /> 2) ROOF: 7/16"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF SCHEDULE g by: plumbing Yl Sprinkler 'Cr�"
<br /> RAFTERS/TRUSSES WITH 8d NAILS @ 6" O.C.ALL PANEL EDGES AND AT 12"O.C. IN FIELD basins or other necessary drainage structures and shall be installed
<br /> AND PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN ORMechanical 0 Fire Alarm P
<br /> where storm water disposal cannot be obtained without their use or Q
<br /> ®
<br /> SHEARWALL SCHEDULE. where erosion cannot be prevented by finish grading and planting. Kr Electrical Z _
<br /> 3) FLOORS: 3/4"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF JOISTSDry wells shall not be installed in areas where the soil is nGf well < H ..
<br /> WITH 10d NAILS @ 6" O.C.ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID SHEAR WALL SCHEDULE 0 0 `--
<br /> BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. drained andjor porous.
<br /> NAILING* SHEAR FLOW NAILING DESIGN CONCRETE-ENCASED ELECTRODE ._
<br /> GENERAL NOTES: 2. Grading shall be provided to insure: (UFER GROUND) REQUIRED W
<br /> BASE PER NEC 260.60
<br /> DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS.THE CONTRACTOR SHALL MARK
<br /> SHEATHING EDGES
<br /> FIELD BASE TOE NAIL SILL PLATE
<br /> SHEAR (a) Diversion of water away frombuildings. (INSPECTED� AT FOOTINGS) W
<br /> VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE COMMON BLOCKED PLATE RIM/TOP ANCHORS** CAPACITY (b) Prevention of standing water and soil saturation detrimental
<br /> DRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE to structures and lot use.
<br /> WORK. (c) That natural drainage channel ct basins aro coat blacked or
<br /> 746" OSB 8d@6" 8d@12" 16d@8" 16d@5" 1/2" 0A.B. @
<br /> SW1 48" O.C. & 150 PLF filled. A Benchmark 75 Required On Site
<br /> REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND ONE SIDE O.C. O.C. O.C. O.C. ENDS s
<br /> WINDOW OPENINGS, FINISHES AND OTHER NON-STRUCTURAL ITEMS. (d) Provisions for the disposal of grater from a lot.
<br /> To verify Appro.7 '� Building;r TfeI
<br /> %2" 0 A B @ (e) Protection of adjoining property, �`' '".S„ !;
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING SW2 7/6" OSB 8d @ 4" 8d @ 12" 16d @ 5" SIMP. LTP4 32" O.C.& 350 PLF •
<br /> CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL ONE SIDE O.C. O.C. O.C. @ 20" O.C. ENDS
<br /> PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED.THE CONTRACTOR IF BUILDING IS NOT POSITIONED AS Roof trusses to be designed
<br /> SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT INDICATED ON APPROVED SITE PLAN, and drawing prepared by PROPANE TANKS, HEAT PUMPS AND
<br /> REQUIRED INSPECTIONS. A NEW SITE PLAN SHALL BE SUBMIT- a State licensed structural OTHER EQUIPMENT OR APPURTENANCES GENERAL NOTES
<br /> TED. NO FURTHER INSPECTIONS WILL engineer. MAY NOT BE LOCATED IN THE FRONT
<br /> THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT BE MADE UN THIS PR03ECT UNTIL THE
<br /> AND SIDE SETBACKS. PROPANE TANKS SCHEDULES
<br /> SHOWN. * USE COMMON NAILS FOR ALL NAILING. REVISED SITE PLAN HAS BEEN APPROV- REQUIRE ADDITIONAL PERMITS ISSUED
<br /> ** ANCHOR BOLT WASHERS MUST BE 3"X 3"X 1/4"THICKPRIOR TO NSTALLABY THE EVERETT 7(EjI�EPARTdAENT
<br /> ED BY THE BULLD�tG PUBLIC WORKS
<br /> PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS DEPTS. •
<br /> RECOMMENDATIONS. REVISION: 2
<br /> DATE: 10-14-19
<br /> THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCEDDRAWN BY: TJM
<br /> ONLY WITH THE PERMISSION OF THE ENGINEER, IN WHICH CASE THE REPRODUCTION MUST It is owners responsibility to establish and stake ail
<br /> BEAR THEIR NAMES AS ENGINEER. property lines. SCALE: AS NOTED
<br /> PROJECT NO: W4578
<br /> CITY OF EVERETT SHEET NO:
<br /> REVIEWED FOR PERMIT S 1
<br />
|