1601 FLORIDA DR 2019 Plans 2022-11-21

Permit#: C1906-012 Site Address: 1601 FLORIDA DR • Owner: BUSTARD CUSTOM CONSTRUCTION INC Tenant: [TenName] DESIGN CRITERIA: WOOD FRAMING: FLOOR TIES & HOLDDOWNS All Climate Zones App. Date: 6/17/2019Proposed Use: NEW SFR �t./� 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 Description: NEW SFR 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 INTERNATIONAL RESIDENTIAL CODE. Skylight U-Factor n/a 0.50 Reviewed By: je Dateie/g/P-1/ BEAMS (4X AND GREATER) DF#1 OR BETTER STHD8 STHD8 (24 ) 16D N/A Glazed Fenestration SHGCb,e n/a n/a N ,Office Set Job Site Set Fire/Planning Set DESIGN LOADS: POSTS DF#1 OR BETTER STHDBRJ SINKER STUDS HF#2/STUD Ceiling 49j 0.026 LATERAL SEISMIC LOADS: ANALYSIS METHOD: SIMPLIFIED PROCEDURE ALL OTHER LUMBER HF#2 OR BETTER Wood Frame Wall g,k,l 21 int 0.056 IE= 1.00, SEISMIC USE I, SITE CLASS D, Mass Wall R-Valuei 21/21h 0.056 _ _ SEISMIC DESIGN CATEGORY D GLUE LAMINATED TIMBER: 1) LOCATE HOLDOWN AT EACH END OF SHEARWALL Floor 30g 0.029 0 0 0 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 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 a) Sos=0.83&Sol =0.43, DESIGN BASE SHEAR=5.89 k 4)THREADED ROD AND COUPLER AS REQUIRED Slabd R-Value& Depth 10, 2 ft n/a W Cr) t BEAM SIMPLE DF/DF 24F V4 2400 PSI 1850 PSI Q a, o 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 0 rn Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the 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 MASONRY SHALL BE PRESSURE TREATED. FASTENERS FOR PRESERVATIVE-TREATED WOOD NOTE following minimum number of credits: w VERTICAL LOADS: ROOF LOADS FLOOR LOADS FOR MONOPOUR CONSTRUCTION: IN LIEU OF THE REINFORCING SHOWN,THE FOUNDATION W ,- N (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 D.Small Dwelling Unit: 0.5 points 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 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. 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: CO MANUFACTORERS RECOMMENDATIONS FOR CORROSION PROTECTION WHEN STEEL ]2. Medium Dwelling Unit: 1.5 points w HANGERS AND CONNECTORS ARE USED. All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ca)'? w SOIL AND FOUNDATION: 1. WALL HEIGHT SHALL NOT EXCEED 8 FT. r- Z 2. UNBALANCED BACKFILL HEIGHT SHALL NOT EXCEED 4 FT. 1 13. Large Dwelling Unit: 2.5 points co w ALL DOOR AND WINDOW HEADERS NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE Dwelling units exceeding 5000 square feet of conditioned floor area. (I) DESIGN VALUES: 3. MINIMUM REINFORCEMENT FOR PLAIN CONCRETE FOUNDATION WALL SHALL CONSIST (2)2x8 DF#2 WITH ONE CRIPPLE AND ONE STUD FOR OPENINGS 6'-0"OR LESS AND TWO OF ONE NO. 4 HORIZONTAL BAR LOCATED IN THE UPPER 12 INCHES OF OF THE WALL. CRIPPLE AND ONE STUD FOR OPENINGS MORE THAT 6'-0"WIDE.ALL COLUMNS NOT Table R406.2 Summary ALLOWABLE BEARING: 2000PSF 4. MINIMUM THICKNESS FOR PLAIN CONCRETE FOUNDATION WALL SHALL BE 7.5 INCHES r' SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE (2)2x(MATCH WALL STUDS)HF#2 NAILED Option Description Credit(s) COEFFICIENT OF FRICTION: 0.35 TOGETHER PER STRUCTURAL NOTES. EXCEPT THAT 6 INCHES IS PERMITTED WHEN THE MAXIMUM HEIGHT IS 4 FT, 6 INCHES. 1a Efficient Building PRESSURE: 35 PCF (UNRESTRAINED) 5. PER R403.1.3.1: FOUNDATIONS WITH STEM WALLS SHALL HAVE INSTALLED A MINIMUM OF Envelo e p 1a 0.5 X 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 SPIKE LAMINATE 2x4 COLUMNS TOGETHER WITH 16d @ 9" O.C. STAGGERED. LAMINATE 2x6 1c Efficient BuildingEnvelope 1c 2.0 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 2a Air Leakage Control and Efficient Ventilation 2a 0.5 FROM OPPOSITE SIDES OF THE COLUMN. EACH INDIVIDUAL STUD SHALL BE ATTACHED TO I Q ALL FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR COMPACTED FILL AT LEAST 18" 2b Air Leakage Control and Efficient Ventilation 2b 1.0 I 1 THE ADJACENT STUD. d Y BELOW FINISHED GRADE. 2c Air Leakage Control and Efficient Ventilation 2c 1.5 Simple Heating System Size: Washington State Z 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 ACOA 3a High Efficiency HVAC 3a 0.5 - a ALL WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. COMPACTED FILL SHALL Manuals J and S.This calculator will calculate heatingloads only.ACCAprocedures for sizingcoolingsystems should be used to determine cooling 3b High EfficiencyHVAC 3b 1.0 / --r O 0 O ATTACH BOTTOM PLATE TO WOOD FRAMING BELOW WITH 16d 12"O.C. OR BOLT TO y g g BE FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHALL BE PLACED IN A MAXIMUM OF 8 INCH @ loads. Q Z O N o CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS @ 48" O.C. EMBEDDED 7" MIN, UNLESS NOTED 3c High Efficiency HVAC 3c 2.0 �, o0 LIFTS AND COMPACTED TO A MINIMUM 95/o OF THE MAXIMUM DENSITY AS DETERMINED BY The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of = co OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. 3d High Efficiency HVAC 3d 1.0 w ASTM D-1557. 0.30.The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. f- W < < 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 I- U Z 2 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 El E- Q D = Lu Z CONCRETE: APPROVED FASTENER TO INSURE THAT THE TRUSS DOES NOT BEAR ON THE WALL. Program at(360)956-2042 for assistance. 5b Efficient Water Heating 1.5 W O F- Z co Z Project Info CONCRETE SHALL BE OF THE FOLLOWING 28 DAY TEST STRENGTH AND MIX: nnation Contact InformationTt m -8 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 �.✓�w tf)rn � CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY, INC., OR PLAN#1758 PAUL BUSTARD APPROVED EQUIVALENT. CONNECTORS SHALL BE INSTALLED PER MANUFACTURERS 425-876-6551 Total Credits 3.50 1) F'c=3000 PSI SPECIFICATIONS WITH ALL HOLES IN HANGERS TO BE NAILED. *Please refer to Table R406.2 for complete option descriptions 2) MAXIMUM SLUMP=4" Heating System Type: Forced Air Furnace Heat Pump 3) MAX WATER/CEMENT RATIO =0.53; 6 GALLONS PER SACK 10-14-19 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 MCC 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 �S. A� 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 Design Temperature Difference(AT) 49 �� gF ,''YGTo,� ARE EMBEDDED. Everett Paine AFB AT=lndoor(70degrees)-Outdoor Design Temp For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. �, , . ti �, UNDER ALL PERIMETER POSTS AND COLUMNS CONSISTING OF A DOUBLE STUD OR GREATER, 4' , 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 ca 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 , ALL COLUMN LOCATIONS. Conditioned Floor Area(sq ft) 1,758 yup o. 38799 ww 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. �� URar BSG Average Ceiling Height Conditioned Volume 6'I01VAL V'-'\ PROVIDE CONSTRUCTION JOINTS AT A MINIMUM OF 20'-0"TO MINIMIZE THE EFFECTS OF PROVIDE DOUBLE JOIST UNDER ALL INTERIORS WALLS THAT RUN PARALLEL TO JOIST Average Ceiling Height(ft) 8.0 14,928 b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. CONCRETE SHRINKAGE DURING CURING. CONCRETE SHALL BE PROTECTED DURING CURING ORIENTATION. Glazing and Doors U-FactorX Area=UA Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 TO MINIMIZE EVAPORATION AND MAINTAIN A MOIST CONDITION. 0.30 184 55.20 through 3 where the SHGC for such skylights does not exceed 0.30. �r PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY TYPICAL NAILING SCHEDULE Insulation Attic U-FactorXArea=UA c 10/15/21.+TB means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous APPROVED BY THE DESIGN ENGINEER, WITH THE EXCEPTION OF ELECTRICAL CONDUIT. R-49 0.026 1,114 28.96 insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the #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 REINFORCING STEEL: TYPICAL CONNECTION TYPE FASTENERS FASTENER LOCATION NG selection cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or Select R-Value exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- REBAR: GRADE fy(PSI) 8d COMMON (or) TOENAIL Above Gode 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 JOIST TO SILL OR GIRDER 3 0.056 2,235 125.16 #4 &SMALLER 40 40,000 3"x 0.131" NAILS (STAGGER) R-21 basement wall. #5& LARGER 60 60,000 Floors U-Factor Area UA d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. BRIDGING TO JOIST 2 8d COMMON (or) TOENAIL EACH R-30 0.029 1,114 32.31 q 3"x 0.131" NAILS END e There are no SHGC requirements in the Marine Zone. COVER: Below Grade Walls(see Figure I) U-Factor Area UA 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 CAST AGAINST EARTH: 3" BLOCKING (WALL) 8" O.C. 3"x 0.131" NAILS NAIL8301.1. EXPOSED TO EARTH OR WEATHER: 2" Slab Below Grade(see Figure 1) F-Factor Length UA SLABS, WALLS AND JOISTS: 3/4" No selection g Reserved. TOP PLATE TO STUD, OR STUD Select conditioning Y,t.; 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 SelectR-Value ;o No selection --- cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent LAP ALL FIELD SPLICES 30 DIAMETERS UNLESS NOTED OTHERWISE. DOWEL ALL EXTERIOR 8d COMMON (or) 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 Duct Leakage Coefficient the locations where structural sheathing is used to maintain a consistent total sheathing thickness. BEND WALL AND FOOTING BARS 18"AROUND CORNERS, OR USE CORNER BARS. Unconditioned space 1.10 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. WELDED WIRE MESH SHALL CONFORM WITH ASTM A185 AND SHALL BE 6x6 W1.4x1.4 UNLESS LAM MEMBERS Sum of UA 241.63 j For single rafter- or joist-vaulted ceilings, the insulation may be reduced to R-38. NOTED OTHERWISE. PLACE AT MID-DEPTH OF SLAB AND PROVIDE ONE FULL MESH OVERLAP Envelope Heat Load 11,840 Btu/Hour 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 AT SPLICES. NAIL Sum ofUAXAT Air Leakage Heat Load 7,900 Btu/Hour minimum of R-10 insulation. Volume X 0.6 X AT X.016 MANUFACTURED ROOF TRUSSES: BLOCKING BETWEEN JOISTS OR Building Design Heat Load 19,740 Btu/Hour I Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation RAFTERS TO TOP PLATE 3 3"x 0.131" NAILS TOENAIL Air Leakage+Envelope Heat Loss Building and Duct Heat Load 21,714 Btu/Hour requirement. ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF Ducts in unconditioned space:Sum of Building Heat LossX 1.10 WASHINGTON AND FABRICATED FROM HIS/HER DESIGNS.THE SNOW LOAD SHALL BE NOTED RIM JOIST TO TOP PLATE 6" O.C. 3"x 0.131" NAILS TOENAIL Ducts in conditioned space:Sum of Building Heat Loss X1 UNDER DESIGN LOADS AND VERIFIED PRIOR TO FABRICATION.TRUSS DESIGNS SHALL BE Maximum Heat Equipment Output 30,399 Btu/Hour Table 8402.1.3 Footnote SUBMITTED FOR REVIEW. BLOCK EDGES WHERE CALLED FOR IN PLANS. HANDLE AND INSTALL Building and Duct Heat Loss X1.40for Forced Air Furnace a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FILL ALL NAIL Building and Duct HeatLossX1.26forHeatPump pp RAFTER TO TOP PLATE RAFTER SPACING SIMP. "H1"CLIP HOLES PER SIMP. specified in Section R402.1.3. SHEATHING: n. JOIST TO RIM (BAND)JOIST 4 16d COMMON (or) FACE NAIL GRADING AND DRAINAGE 1) WALLS: 7/16"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF STUDS 3"x 0.131" NAILS Additional Permits Are Required . Q 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") 1. Provisions shall be made for the control and drainage of surface For This Project To Include: PROPANE TANKS, HEAT PUMPS AND CO W N 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 drain lines, inlet and catch OTHER EQUIPMENT OR APPURTENANCES in 0 co 2) ROOF: 7/16"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF SCHEDULE water around buildings by: gutters, MAY NOT BE LOCATED IN THE FRONT 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 bs installed Plumbing J Sprinkler AND SIDE SETBACKS. PROPANE TANKS T Q AND PROVIDE SOLID BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR where storm water disposal cannot be obtained without their us,-: o (REQUIRE ADDITIONAL PERMITS ISSUED C`-_, <r SHEARWALL SCHEDULE. i_� Mechanical Fire Alarm BY THE EVERETT FIRE DEPARTMENT where erosion cannot b preventcd by finish grading and planting. p Z 3) FLOORS: 3/4"APA RATED SHEATHING, 24/16, EXPOSURE, NAIL TO OUTSIDE FACE OF JOISTS e (f ---- PRIOR TO INSTALLATION. WITH 10d NAILS 6" O.C.ALL PANEL EDGES AND AT 12" O.C. IN FIELD AND PROVIDE SOLID SHEAR WALL SCHEDULE Dry wells shall not be installed in areas where the soil is not well i. Electrical BLOCKING AT ALL EDGES UNLESS NOTED OTHERWISE IN PLAN OR SHEARWALL SCHEDULE. drained and]or porous. 0 0 H GENERAL NOTES: NAILING* SHEAR FLOW NAILING DESIGN J -I w 2. Grading shall be provided to Insure: CONCRETE-ENCASED ELECTRODE (UFER GROUND) REQUIRED �/ DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS.THE CONTRACTOR SHALL SHEATHING EDGES BASE TOE NAIL SILL PLATE BASE (a) =resiilotino:fovfvas=izywf:errriabrtlidilcisillss.angs. � C 217, 4 r LJ�CD w VERIFYALL DIMENSIONS AND ALL CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE MARK COMMON BLOCKED FIELD PLATE RIM/TOP ANCHORS** SHEARDRAWING AND SITE SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE CAPACITY (b) oil saturation detrimental �iht�pECTE� A7 � °13dC5) Q to structures and lot use. CO WORK. 7 %2"0 A.B. @ {c) That natural drainage channels or basins are not blocked of SW1 �s OSB 8d ©6" 8d @ 12" 16d @ 8" 16d @ 5" 48" O.C. & 150 PLF Benchmark Ia" Required On Site REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND ONE SIDE O.C. O.C. O.C. O.C. filled. 7� r� . WINDOW OPENINGS, FINISHES AND OTHER NON-STRUCTURAL ITEMS. ENDSVerif A p1"�'r f tui fid) Provisions for the disposal of water from a lot. Y _ I ;B7 LF�OI .It THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING 746" OSB 8d @ 4" 8d @ 12" 16d @ 5" SIMP. LTP4 1/2"0 A.B. @ fe) Protection of adjoining property_. CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL SW2 ONE SIDE O.C. O.C. O.C. @ 20" O.C. 32" O.C. & 350 PLF Roof trusses to be designed PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED.THE CONTRACTOR ENDS IF BUILDING IS NOT POSITIONED AS and drawing prepared by SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT INDICATED ON APPROVED SITE PLAN, a State licensed structural A NEW SITE PLAN SHALL BE SUBMIT- engineer. GENERAL NOTES REQUIRED INSPECTIONS. TED. NO FURTHER INSPECTIONS WILL SCHEDULES THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR SIMILAR CONDITIONS NOT BE MADE ON THIS PROJECT UNTIL THE SHOWN. * USE COMMON NAILS FOR ALL NAILING. REVISED SITE PLAN HAS BEEN APPROV- ** ANCHOR BOLT WASHERS MUST BE 3"X 3"X 1/4"THICK ED +➢Y THE BUILDING/PUBLIC WORKS PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS DEPTS. RECOMMENDATIONS. REVISION: 2 THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE ENGINEER AND CAN BE REPRODUCED I# is' o�iriers responsibility to establish and stake ori DATE: 10-14-19 DRAWN BY: TJM ONLY WITH THE PERMISSION OF THE ENGINEER, IN WHICH CASE THE REPRODUCTION MUST orooerty lines. BEAR THEIR NAMES AS ENGINEER. • SCALE: AS NOTED PROJECT NO: W4581 CITY OF EVERETT SHEET NO: REVIEWED FOR PERMIT S1