2021.0011 Yelm Creek Estates Lot 16 Plan D1320-1-1320-1 FinalThese plans are copyrighted in
accordance with federal statutes.
Payment of use fee is due Level
Design, LLC prior to construction
for each structure built from
these plans. Reproduction by
any method of all, part or
variations thereof without written
permission from Level Design,
LLC is expressly prohibited.
These drawings and all prints
therefrom remain the property of
Level Design, LLC14611 S Yakima Ave. Tacoma, WA 98405
PHONE: 253.284.3170
FAX: 253.284.3183
Level design, llc.
RAINER GROUP CAPITAL LLC
CREEK ESTATES
PLAN D1320-1-1320-1 LOT 16
PN# 85820001600
42These plans are copyrighted in
accordance with federal statutes.
Payment of use fee is due Level
Design, LLC prior to construction
for each structure built from
these plans. Reproduction by
any method of all, part or
variations thereof without written
permission from Level Design,
LLC is expressly prohibited.
These drawings and all prints
therefrom remain the property of
Level Design, LLC
611 S Yakima Ave. Tacoma, WA 98405
PHONE: 253.284.3170
FAX: 253.284.3183
Level design, llc.AREA SUMMARYSMOKE DETECTORSCARBON MONOXIDE ALARMSVENTILATION SCHEDULEMAIN FLOOR PLANSCALE: 1/4" =1'-0"c 2021 Level Design, LLC.UPPER FLOOR PLANSCALE: 1/4" =1'-0"c 2021 Level Design, LLC.PLAN D1320-1-1320-1
34These plans are copyrighted in
accordance with federal statutes.
Payment of use fee is due Level
Design, LLC prior to construction
for each structure built from
these plans. Reproduction by
any method of all, part or
variations thereof without written
permission from Level Design,
LLC is expressly prohibited.
These drawings and all prints
therefrom remain the property of
Level Design, LLC
611 S Yakima Ave. Tacoma, WA 98405
PHONE: 253.284.3170
FAX: 253.284.3183
Level design, llc.SECTION "A"TYPICAL ROOF CONSTRUCTIONTYPICAL WALL CONSTRUCTIONTYPICAL FLOOR CONSTRUCTIONc 2020 Level Design, LLC.SCALE: 1/4" =1'-0"PLAN D1320-1-1320-1
44These plans are copyrighted in
accordance with federal statutes.
Payment of use fee is due Level
Design, LLC prior to construction
for each structure built from
these plans. Reproduction by
any method of all, part or
variations thereof without written
permission from Level Design,
LLC is expressly prohibited.
These drawings and all prints
therefrom remain the property of
Level Design, LLC
611 S Yakima Ave. Tacoma, WA 98405
PHONE: 253.284.3170
FAX: 253.284.3183
Level design, llc.FRONT ELEVATIONSCALE: 1/4" =1'-0"c 2021 Level Design, LLC.LEFT ELEVATIONSCALE: 1/4" =1'-0"RIGHT ELEVATIONSCALE: 1/4" =1'-0"REAR ELEVATIONSCALE: 1/4" =1'-0"PLAN D1320-1-1320-1
DEFERRED SUBMITTALSTHE FOLLOWING IS A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULDBE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERREDSUBMITTAL ITEM:·ALTERNATIVE I-JOIST/BEAM MANUFACTURER PLANS·PRE-ENGINEERED TRUSS DESIGNS AND LAYOUTSCONCRETEUNLESS A SOILS INVESTIGATION BY A QUALIFIED GEOTECHNICAL ENGINEER IS PROVIDED,FOUNDATION DESIGN IS VASE ON AN ASSUMED AVERAGE SOIL BEARING OF 1,500 PSF.EXTERIOR FOOTINGS SHALL BEAR 12" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGSTO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BETHOROUGHLY COMPACTED.SITE WORKTYPE OR LOCATION OF CONCRETECONSTRUCTIONBASEMENT WALLS, FOUNDATION AND OTHERCONCRETE NOTE EXPOSED TO THE WEATHERBASEMENT SLABS AND INTERIOR SLAB ONGRADE, EXCEPT GARAGE FLOOR SLABSBASEMENT WALLS, FOUNDATIONS WALLS,EXTERIOR WALLS AND OTHER VERTICALCONCRETE WORK EXPOSED TO THE WEATHERPORCHES, CARPORT SLABS AND STEPS EXPOSEDTO THE WEATHER AND GARAGE FLOOR SLABSMINIMUM COMPRESSIVESTRENGTH (fc) AT 28 DAYS2,500 PSI2,500 PSI3,000 PSI(6% AIR ENTRAINED +/- 1%)3,000 PSI(6% AIR ENTRAINED +/- 1%)REINFORCING STEEL SHALL BE ASTM A615 GRADE 40FRAMINGFASTENERSALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESSNOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX LOF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS).·8D COMMON (0.131" DIA., 2-1/2" LENGTH·8D BOX (0.113" DIA., 2-1/2" LENGTH·10D COMMON (0.148" DIA., 3" LENGTH·10D BOX (0.128" DIA., 3" LENGTH·16D COMMON (0.162" DIA., 3-1/2" LENGTH·16D SINKER (0.148" DIA., 3-1/4" LENGTH·5D COOLER (0.086" DIA., 1-5/8" LENGTH·6D COOLER (0.092" DIA., 1-7/8" LENGTHLUMBER GRADESFRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OFTHE WESTERN PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTIONBUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF ANAPPROVED LUMBER GRADING AGENCY.GLULAM BEAMS (GLB)GLULAM BEAMS SHALL BE 24F-V4 FOR SINGLE SPANS AND 24F-V8 FOR CONTINUOUS ORCANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES:Fb=2400 PSI, Fv=240 PSI, Fc=650 PSI (PERPENDICULAR), E=1,800,000 PSI.ENGINEERED WOOD BEAMS AND I-JOISTCONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BYBUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THELATEST ICC EVALUATION REPORT.BEAMS DESIGNATED AS "PSL" SHALL HAVE THE MINIMUM PROPERTIES:Fb=2900 PSI, Fv=290 PSI, Fc=750 PSI (PERPENDICULAR), E=2,000,000 PSI.BEAMS DESIGNATED AS "LVL" SHALL HAVE THE MINIMUM PROPERTIES:Fb=2600 PSI, Fv=285 PSI, Fc=750 PSI (PERPENDICULAR), E=1,900,000 PSI.BEAMS DESIGNATED AS "LSL" SHALL HAVE THE MINIMUM PROPERTIES:Fb=1700 PSI, Fv=400 PSI, Fc=680 PSI (PERPENDICULAR), E=1,300,000 PSI.SHEATHINGTYPICAL WALL AND ROOF SHEATHING SHALL BE 716" SHEATHING MINIMUM UNLESSOTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON @ 6" O.C. @ PANELEDGES AND 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE. SPAN INDEX SHALL BE24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 34" T&G SHEATHING,UNLESS SPECIFIED OTHERWISE. MINIMUM NAILING SHALL BE 8d COMMON @ 6" O.C. @PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTEDOTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING.WXSHEAR WALL TYPESYMBOL LEGENDXSXSECTIONREFERENCELPRE-ENGINEERED ROOF TRUSSESPRE-ENGINEERED ROOF TRUSSES IS A DEFERRED SUBMITTAL ITEM AND IS TO BE DESIGNED,FABRICATED AND INSTALLED PER THE LATEST TRUSS PLATE INSTITUTE STANDARDS, AND IBCSECTION 2303.4. PREFABRICATED ITEMS TO BE DESIGNED BY A LICENSED PROFESSIONALENGINEER. THE FABRICATOR SHALL PROVIDE ALL CONNECTION DESIGN, DETAILS ANDINSTALLATION INSTRUCTIONS, WHICH SHALL BE AVAILABLE ON SITE FOR INSPECTION.WHERE TRUSSES ARE NOT PROVIDED TO COMPLETE THE ROOF SYSTEM, OVERFRAMINGMEMBERS AND CONNECTIONS SHALL BE PROVIDED. OVERFRAMING DETAILS SHALL BEINCLUDED IN THE TRUSS SHOP DRAWINGS IN ORDER TO PROVIDE LOADING CONDITIONSCONSISTENT WITH THE MODELING OF THE TRUSSES. THE OVERFRAMING AND RELATEDDETAILS SHALL BE DESIGNED BY THE TRUSS ENGINEER. TRUSSES ALIGNING WITH SHEARWALLS SHALL BE SPECIAL TRUSSES THAT HAS BEEN DESIGNED TO TRANSFER THE SPECIFICWIND AND SEISMIC LOADS SHOWN ON THE PLANS.THE TRUSS SHALL BE DESIGNED TOTRANSFER THE LOAD BETWEEN THE ROOF SHEATHING AND THE SHEAR WALL BELOW. THETRUSS SHALL BE DESIGNED TO TRANSFER A MINIMUM OF 100 PLF ALONG THE LENGTH OFTHE TRUSS. TEMPORARY AND PERMANENT BRACING REQUIRED FOR THE STABILITY OF THETRUSS ELEMENTS UNDER GRAVITY LOADS AND IN-PLANE WIND OR SEISMIC LOADS SHALLBE DESIGNED BY THE TRUSS ENGINEER WHERE THE TOP CHORD IS NOT DIRECTLY ATTACHEDTO THE ROOF SHEATHING. THE TRUSS ENGINEER SHALL DESIGN AND SHOW THEPLACEMENT OF ALL REQUIRED TOP CHORD BRACING AND CONNECTIONS ON THE TRUSSSHOP DRAWINGS. ANY BRACING LOADS TRANSFERRED TO THE MAIN BUILDING SYSTEMSHALL BE IDENTIFIED AND SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW. DESIGNCALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEEROF RECORD PRIOR TO SUBMITTING TO THE BUILDING OFFICIAL FOR APPROVAL.SPAN EXTENTSPAN DIRECTION1.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THESPECIFICATIONS AND OTHER PROJECT DRAWINGS BY OTHER DISCIPLINES. ALL WORKSHALL CONFORM TO THE REQUIREMENTS OF THE CODES LISTED BELOW.2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS RELATING TOEXISTING CONDITIONS BY MAKING FIELD SURVEYS AND MEASUREMENTS PRIOR TOCOMMENCING FABRICATION OR CONSTRUCTION.3.THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODSUSED WILL NOT CAUSE DAMAGE TO ADJACENT BUILDINGS, UTILITIES, OR OTHERPROPERTY. THIS REQUIREMENT IS PARTICULARLY IMPORTANT DURINGFOUNDATION INSTALLATION.4.THE GENERAL CONTRACTOR IS ADVISED TO CONSIDER PERFORMINGPHOTOGRAPHIC SURVEYS AND OTHER DOCUMENTATION OF THE CONDITION OFADJACENT BUILDINGS AND OTHER STRUCTURES BEFORE THE START OFCONSTRUCTION.5.THE GENERAL CONTRACTOR SHALL OBTAIN COPIES OF THE LATEST CONTRACTDOCUMENTS, INCLUDING ALL ADDENDA, AND PROVIDE THE RELEVANT PORTIONSTO ALL SUB-CONTRACTORS AND SUPPLIERS PRIOR TO SUBMITTAL OF SHOPDRAWINGS AND FABRICATION AND ERECTION OF STRUCTURAL MEMBERS.6.THE GENERAL CONTRACTOR SHALL COMPARE AND COORDINATE THE DRAWINGS OFALL DISCIPLINES AND REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS TOTHE ARCHITECT AND ENGINEER.7.DETAILS LABELED "TYPICAL" SHALL APPLY TO ALL SITUATIONS THAT ARE THE SAMEOR SIMILAR TO THOSE SPECIFICALLY DETAILED. SEE DETAIL TITLES FORAPPLICABILITY OF A PARTICULAR DETAIL. TYPICAL DETAILS SHALL APPLY WHETHEROR NOT THEY ARE SPECIFICALLY KEYED AT EACH LOCATION. THE ENGINEER SHALLHAVE FINAL AUTHORITY TO DETERMINE APPLICABILITY OF TYPICAL DETAILS.8.WHERE CONFLICTS EXIST BETWEEN STRUCTURAL DOCUMENTS THE STRICTESTREQUIREMENTS, AS INDICATED BY THE STRUCTURAL ENGINEER SHALL GOVERN.9.THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONSARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIORTO FABRICATION OR START OF CONSTRUCTION.10.NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED OR OTHERWISE REDUCED INSTRENGTH UNLESS APPROVED BY THE STRUCTURAL ENGINEER.11.THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS FOR ANCHORED, EMBEDDED ORSUPPORTED ITEMS. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES.GENERAL REQUIREMENTSCONSTRUCTION RESPONSIBILITY1.THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THECOMPLETED STRUCTURE, AND ARE NOT INTENDED TO INDICATE THE METHOD ORMEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THEWORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, PROCEDURES, TECHNIQUES, SEQUENCES, AND FOR JOB SAFETY.2.THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BERESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONWITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR,SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, ORFOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCEWITH THE CONTRACT DOCUMENTS.3.PERIODIC SITE OBSERVATION VISITS MAY BE PROVIDED BY THE STRUCTURALENGINEER. THE SOLE PURPOSE OF THESE OBSERVATIONS IS TO REVIEW THEGENERAL CONFORMANCE OF THE CONSTRUCTION WITH THE STRUCTURALCONTRACT DOCUMENTS. THESE LIMITED OBSERVATIONS SHOULD NOT BECONSTRUED AS CONTINUOUS OR EXHAUSTIVE TO VERIFY THAT ALL CONSTRUCTIONIS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. THE GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCEWITH THE CONSTRUCTION DOCUMENTS.ABBREVIATIONSA.F.F.ABOVE FINISHED FLOORCLR.CLEARCCENTERLINECONC.CONCRETECONT.CONTINUOUSC.J.CONTROL JOINTE.W.EACH WAYGLBGLULAM BEAMLBWLOAD BEARING WALLHDHOLD DOWNMFR.MANUFACTURERMIN.MINIMUMMTL.METALN.T.S.NOT TO SCALEN.T.S.NOT TO SCALEO.C.ON CENTERPTPRESSURE TREATEDREINF.REINFORCEMENTSIMSIMILARSFSQUARE FEETS.O.G.SLAB ON GRADESTL. STEELT>ONGUE AND GROOVETYP.TYPICALU.N.O.UNLESS NOTED OTHERWISEW/WITHHOLD DOWN/STRAP CALL OUTMST372 STUDSX'-X"SHEAR WALL LENGTHSCREWS OR BOLTSSIMPSONPRODUCTNAILSFASTENERSENDLENGTHHOLD DOWN SCHEDULESTHD10/STHD10RJSTHD14/STHD14RJ--(24) 16d INTO 3X--(30) 16d INTO 3X----(a)FRAMING AT ADJACENT PANELS SHALL BE 3" NOMINAL OR GREATER AND NAILS SHALL BE STAGGERED.(b)WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDE ARE NOT LOCATED ON THESAME STUDS.(c)BLOCKING IS REQUIRED AT ALL PANEL EDGES(d)PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THEBUILDING, CORRIDORS, WINDOW, OR DOORWAYS OR AS DESIGNATED ON THE PLANS. SEE PLANS FOR HOLD DOWN POSTS. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD DOWNPOSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD DOWN POSTS.(e)BASED ON 0.131X 1 12" LONG NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131x 2 12" NAILS WHERE INSTALLED OVER SHEATHING. USE A35 OR RBC CLIPS IN LIEU OFLTP'S FOR ROOF BLOCKING TO TOP PLATE.(f)LTP4'S NOT REQUIRED WHERE RIM SHEATHING IS SPLICED OVER THE SECOND FLOOR BOTTOM PLATE. LTP4'S MAY BE SUBSTITUTED W/ A35'S.(g)CONTINUOUS SHEATHING IS REQUIRE OVER THE BOTTOM PLATE TO THE BOTTOM OF THE RIM JOIST OR SILL PLATE WITH EDGE NAILING AT EACH. WHERE TWO ROWS OF NAILING AREREQUIRED AT RAISED FLOORS, PROVIDE BLOCKING PER PLAN, AND ATTACH WITH LTP4 PER SCHEDULE.(h)ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 0.229"x3"x3". EMBED ANCHOR BOLTS MINIMUM 7" INTO THE CONCRETE. PLATE WASHERS SHALL EXTEND TO WITHIN 12"OF THE SILL PLATE EDGE ON THE SHEATHED WALL FACE.(i)PRESSURE TREATED MATERIALS CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED (ELECTROPLATING IS NOT ACCEPTABLE) NAILS ANDCONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS.WALLTYPEAPARATEDSHEATHINGMINIMUMNOMINALTHICKNESS(IN)MINIMUM NAILPENTRATION INFRAMING (IN)EDGE NAIL SIZE ANDSPACING, COMMONOR GALV. BOXW1OSB7/161 3/88d@6" O.C. EDG8d@12" O.C. FIELDW22x BOTTTOM PLATEATTACHMENT TOWOOD BELOW16d @ 6" O.C.16d @ 4" O.C.ANCHOR BOLT SILLPLATE ATTACHMENTTO CONCRETE BELOW12" @ 48" O.C.58" @ 32" O.C.RIM JOIST ORBLOCK CONNECTIONTO TOP PLATELTP4 @ 18" O.C.LTP4 @12" O.C.(e),(f)STUD & BLOCKINGSIZE @ ADJOININGEDGES2x(b), (c)(d)(g), (i)(h)OSB1 3/88d@4" O.C. EDG8d@12" O.C. FIELD3xSHEAR WALL AND ANCHOR TABLECAPACITY(PLF)SEISMIC/WIND223/3127/16325/456(i)·ALL NAILING TO COMPLY WITH REQUIREMENTS OF IBC 2303.6 AND FASTENED PERTABLE 2304.10.1.·ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS,NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATEDIN THE FIELD IN ACCORDANCE WITH AWPA M4.·FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOODSHALL BE OF HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ORCOPPER.·MAINTAIN 8" MINIMUM CLEARANCE BETWEEN WOOD AND EARTH.·MAINTAIN 12" MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH.·MAINTAIN 18" MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH.LSTHD8/LSTHD8RJ--(20) 16d INTO 3X--LSTA24--(18) 10d INTO BEAM/POST--MST48--(34) 16d INTO 2 STUDS--MSTC48B3--(12) 10d INTO BEAM FACE(4) 10d INTO BEAM BOTTOM(20) 10d INTO 2 STUDS--STRAP SCHEDULESCREWS OR BOLTSSIMPSONPRODUCTNAILSFASTENERSENDLENGTHDESIGN CRITERIABUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THELOCAL JURISDICTION.ROOF LIVE LOAD:25 PSF (SNOW)ROOF DEAD LOAD:15 PSFRESIDENTIAL FLOOR LIVE LOAD:40 PSF (REDUCIBLE) : 60 PSF (FOR DECKS)FLOOR DEAD LOAD:15 PSFWIND LOAD:110 MPH (ASD)EXPOSURE "B", RISK CATEGORY II, Kzt=1.0SOIL SITE:CLASS "D"SIESMIC CATAGORY:D, R=6.5, Sds=1.036, Ie=1.0FROST DEPTH:12"SHEET NO.DATEREVISEDPROJECT
DRAWING TITLE1/17/2021STRUCTURAL NOTESS1.03128 N. BENNETT ST.
TACOMA, WA 98407
PHONE: (206) 949-7866
PIERUCCIONI E&C
CHON PIERUCCIONI, PE15603 VIEW DRIVE SE, YELM, WA 98597
RAINIER GROUP CAPITAL LLC - CREEK ESTATES
19'-0 3/8"3'-0"4'-0"1'-4 1/2"9'-3"1'-4 7/8"12'-0 3/8"2'-6"5'-6"4'-1 5/8"1'-6"2'-6 1/2"8'-3 7/8"7'-5 1/2"2'-6 1/2"45°38'-1"38'-1"3'-0 1/4"4'-0"1'-4 1/2"9'-3"1'-4 7/8"12'-0 3/8"2'-6"5'-6"4'-1 5/8"1'-6"2'-6 1/2"8'-3 7/8"7'-5 1/2"2'-6 1/2"45°19'-0 5/8"5'-10 1/8"5'-10 1/8"2'-0"
2'-0"76.963.625433.62.52 = VENTS REQ'DFDN. AREA 150N.V.A.150=.52USE 14" x 7" SCREENED FDN. VENTS(1) VENT = .52 SQ. FT. NET FREE VENT AREA= NET VENT AREA REQ'D (N.V.A.)= QTY. OF VENTS REQUIRED( ) VENTS REQUIREDFOUNDATION VENILATION46'-0"
46'-0"
4'-0"5'-6"36'-6"
12'-1"11'-9"12'-8"
4'-0"5'-6"
12'-1 5/8"11'-8 3/8"12'-8"
36'-6"FOUNADATION & FIRST FLOOR FRAMING PLAN1/4" = 1'-0"NOTES:1.SOIL BEARING OF 1,500 PSF IS ASSUMED. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE SITE SOILS PROVIDE THIS MINIMUM BEARING CAPACITY.2.EXTERIOR FOOTINGS TO BE A MINIMUM OF 12" BELOW FINISHED GRADE BEARING ON NATIVE UNDISTURBED SOIL.3.INTERIOR S.O.G. SHALL BE FLAT 4" THICK SLAB ON GRADE.4.GARAGE S.O.G. SHALL BE 4" THICK SLAB ON GRADE OVER 4" COMPACTED FILL WITH 6X6 W1.4XW1.4 WELDED WIRE IN CENTER OF SLAB AND SLOPED AT 316"/FT TOWARDSGARAGE DOOR.5.EXTERIOR S.O.G. SHALL BE 4" THICK SLAB ON GRADE SLOPED 316"/FT AWAY FROM HOUSE.6.FOUNDATION VENTS SHALL BE A MINIMUM OF 6" AWAY FROM ALL HOLD DOWNS.7.ALL COLUMNS NOT SPECIFIED OR OTHERWISE NOTED ON THE PLANS ARE LAMINATED TOGETHER PER "TYPICAL BUILT-UP COLUMN DETAIL" ON SHEET S4.3. SOLID WOODCOLUMNS MAY BE SUBSTITUTED FOR BUILT-UP COLUMNS BY PROVIDING AN EQUIVALENT CROSS SECTIONAL AREA.8.ALL BEAMS SHALL HAVE A MINIMUM OF 3X BUILT-UP COLUMN WITH CONTINUOUS LOAD PATH TO FOUNDATION.9.JOIST HANGERS SHALL BE IUS SERIES.10.RIM JOIST SHALL BE 1 12"X9 12" LSL OR 2X10 HF#2.11.FLOOR SHEATHING SHALL BE 34" T&G (48/24) GLUED AND NAILED WITH 8d @ 6" O.C. ALONG PANEL EDGES AND 12" O.C. FIELD. STAGGER END LAPS. NAILS SHALL EMBED 1 12"MINIMUM INTO FLOOR JOIST.GARAGE S.O.G(SEE NOTE 3)GARAGE S.O.G(SEE NOTE 3)EXTERIOR S.O.G(SEE NOTE 5)2'-0 3/8"5'-0"2'-0"5'-0"5'-0"2'-0 5/8"5'-0"2'-0"5'-0"5'-0"2'-0 3/8"2'-0 5/8"24"X18" MIN.CRAWL SPACEACCESSEXTERIOR S.O.G(SEE NOTE 5)24"X18" MIN.CRAWL SPACEACCESS2X10 HF#2 OR9 12" TJI 110 FLR. JST.@ 16" O.C., TYP2X10 HF#2 OR9 12" TJI 110 FLR. JST.@ 16" O.C., TYP4X8 DF#2DROP BEAM, TYP4X8 DF#2DROP BEAM, TYP4X8 DF#2DROP BEAM, TYP4X8 DF#2DROP BEAM, TYPFOOTING SCHEDULEPT POST ON 24"X24"X10" THICK CONC. FOOTING24NOTES:1.USE MIN. 6" WIDE POST BELOW BEAM SPLICES2.USE 4X4 POST BELOW 4X BEAMS, U.N.O.3USE 6X6 POST BELOW 6X BEAMS, U.N.O.4. PT POST MAY BE SUBSTITUTED FOR NON-PT IN CRAWL SPACES AS LONG AS AMOISTURE BARRIER OR METAL POST BASE IS PLACE BELOW THE POSTPT POST ON 24" DIAMETER X10" THICK CONC. FOOTING24242424242424242424242424242424241
S4.1 TYP
2S4.1TYP3
S4.1
TYP
3
S4.1
TYP
1
S4.1 TYP2S4.1TYP4S4.15
S4.1
5
S4.1
4S4.16S4.1TYP6S4.1TYP9S4.1TYP8S4.1TYP4'-0"STHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSLSTHD82 STUDSLSTHD82 STUDSLSTHD82 STUDSLSTHD82 STUDSSTHD14RJ2 STUDSSITE BUILT PORTAL FRAME (SEE 1/S4.3)SITE BUILT PORTAL FRAME (SEE 1/S4.3)STHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD14RJ2 STUDSSTHD102 STUDSSTHD102 STUDSSTHD102 STUDSSTHD102 STUDS4X6 DF#2 POST(BLOCKING BELOWPOST ABOVE)ABA46 BASE4X6 DF#2 POST(BLOCKING BELOWPOST ABOVE)ABA46 BASE14"X7" SCREENEDFOUNDATIONVENTS, TYP14"X7" SCREENEDFOUNDATIONVENTS, TYPSHEET NO.DATEREVISEDPROJECT
DRAWING TITLE1/17/2021FOUNDATION & FRAMING PLANS3.13128 N. BENNETT ST.
TACOMA, WA 98407
PHONE: (206) 949-7866
PIERUCCIONI E&C, LLC
CHON PIERUCCIONI, PE15603 VIEW DRIVE SE, YELM, WA 98597
RAINIER GROUP CAPITAL LLC - CREEK ESTATES
USE A COMBINATION OF THE ITEMS LISTED BELOW TO FULFILL LOWER PORTION VENTILATION** BUILDER RESPONSIBLE FOR DETERMINING TYPE OF VENTILATION TO BE USED TO MEET8-3/8" x 9" ROOF JACKS:WALL LOUVER VENTS:ROOF JACKS (7" x 10") :RIDGE VENT:CONTINUOUS 2-3/8" WIDE SOFFIT VENT:THREE-HOLE VENTED BLOCKING:REQUIREMENTS OF IRC SECTION R806.212" x 12" = 56 SQ IN / EA NET FREE VENT AREA50 SQ IN / EA NET FREE VENT AREA50 SQ IN / EA NET FREE VENT AREA4.5 SQ IN / LIN. FT. NET FREE VENT AREA9.5 SQ. IN. / LIN. FT. NET FREE VENT AREA "SHINGLE VENT" OR EQUAL(MODEL# SHFV203)18 SQ IN /LIN FT NET FREE VENT AREA12" x 18" = 82 SQ IN / EA NET FREE VENT AREAMAPROVIDE ROOF/ATTIC VENTILATION PER IRC SECTION R806.2VENTILATION AREA REQUIRED =ROOF AREA TO BE VENTED:457.92365.76 SQ FT = SQ IN (SQ FT x 144) SQ FT = SQ IN (SQ FT x 144)1,908= SQ. FT. ROOF AREA= SQ FT VENT AREA REQ'D50% OF REQUIRED VENTILATION:40% OF REQUIRED VENTILATION:3.182.541,908SQ FT / 3006.36ROOF VENTILATIONAREA 1VENTILATORS LOCATED IN THE UPPER PORTION OF ATTIC OR RAFTER SPACE.UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTSUPPER FLOOR FRAMING PLAN1/4" = 1'-0"ROOF FRAMING PLAN1/4" = 1'-0"NOTES:1.ALL COLUMNS NOT SPECIFIED OR OTHERWISE NOTED ON THE PLANS ARE LAMINATED TOGETHER PER "TYPICAL BUILT-COLUMNDETAIL" ON SHEET S4.3. SOLID WOOD COLUMNS MAY BE SUBSTITUTED FOR BUILT-UP COLUMNS BY PROVIDING AN EQUIVALENTCROSS SECTIONAL AREA.2.ALL HEADERS UNLESS SPECIFIED ON THE PLANS ARE TO BE 4X8 DF-L #2 OR (2) 2X10 HF #2 WITH AT LEAST ONE CRIPPLE AND ONESTUD FOR EACH END FOR OPENINGS LESS THAN OR EQUAL TO 5'-0" WIDE AND TWO CRIPPLES AND ON KING STUD FOR ALL OTHERS.3.TJI JOISTS HANGERS SHALL BE IUS SERIES UNLESS NOTE OTHERWISE.4.RIM JOIST SHALL BE 1 12"X 11 78" LSL OR APPROVED EQUIVALENT.5.ALL HEADERS UNLESS SPECIFIED ON THE PLANS ARE TO BE 4X8 DF-L #2 OR (2) 2X10 HF #2 WITH AT LEAST ONE CRIPPLE AND ONESTUD FOR EACH END FOR OPENINGS LESS THAN OR EQUAL TO 5'-0" WIDE AND TWO CRIPPLES AND ON KING STUD FOR ALL OTHERS.6.FLOOR SHEATHING SHALL BE 34" T&G (48/24) GLUED AND NAILED WITH 8D @ 6" O.C. ALONG PANEL EDGES AND 12" O.C. FIELD.STAGGER END LAPS. NAILS SHALL EMBED 1 12" MINIMUM INTO FLOOR JOIST.7.STAIR STRINGERS SHALL ALL BE 1 34"X14" LSL'S @ 16" O.C.8.ROOF SHEATHING SHALL BE 12" CDX OR 716" OSB NAILED WITH 8d @6" O.C. ALONG PANEL EDGES, AND 12" O.C. FIELD. SPAN INDEXSHALL BE 24/0. STAGGER END LAPS. NAILS SHALL MINIMUM 1 12" EMBED INTO ROOF STRUCTURE BELOW.9.UNLESS SPECIFIED ON PLANS, ALL EXTERIOR WALL SHALL BE SHEAR WALL W1, SEE SHEAR WALL TABLE ON SHEET S1.0.SEE UPPER FLOORFRAMING PLAN4X10 DF#2HEADERPRE-ENGINEEREDTRUSSES @ 24" O.C.PRE-ENGINEEREDTRUSSES @ 24" O.C.FIRE RETARDANT TREATEDSHEATHING, 4' EITHER SIDE(MIN. CLASS "C" ROOFING)4X10 DF#2HEADER4X8 DF#2 HEADER, TYPU.N.O. (SEE NOTE 2)4X8 DF#2 HEADER, TYPU.N.O. (SEE NOTE 2)6X12 DF#2HEADER6X12 DF#2HEADERPRE-ENGINEEREDTRUSSES @ 24" O.C.11 78" TJI 110 FLR. JST.@ 16" O.C.11 78" TJI 110 FLR. JST.@ 16" O.C.5 12"X 9"DROP GLB(BLOCKINGOVER BEAM)5 12"X 9"DROP GLB(BLOCKINGOVER BEAM)DBL. 1 12"X11 78" 1.5EBUILT-UP FLUSHRIM JOIST(HANG FLR. JST.)DBL. 1 12"X11 78"BUILT-UP FLUSHRIM JOIST(HANG FLR. JST.)3 12"X 11 78"FLUSH GLB3 12"X 11 78"FLUSH GLBDBL. 1 12"X11 78" 1.5EBUILT-UP FLUSH BEAM(HANG FLR. JST.)DBL. 1 12"X11 78" 1.5EBUILT-UP FLUSH BEAM(HANG FLR. JST.)LOADBEARING WALL4X6 DF#2 POST3 12"X 11 78"FLUSH GLB3 12"X 11 78"FLUSH GLB4X6 DF#2 POST4X12 DF#2HEADER4X12 DF#2HEADER4X12 DF#2HEADER4X12 DF#2HEADER4X8 DF#2 HEADER, TYPU.N.O. (SEE NOTE 2)4X8 DF#2 HEADER, TYPU.N.O. (SEE NOTE 2)DBL. JST.DBL. JST.DBL. JST.DBL. JST.W1
4'-3"
4'-3"5'-6"
4'-3"5'-6"
W1
3'-0"
3'-0"
3'-0"
W1
W1
W2
4'-3"
W2
3'-0"
W2
W2
4'-0"
4'-0"
W2
W2
MST482 STUDSMST482 STUDSMST482 STUDSMST482 STUDSMST482 STUDSMST482 STUDSMST482 STUDSMST482 STUDSW1
W1
21'-6"
21'-6"W29'-10"DBL. RIM JOISTDBL. RIMJOISTMSTC48B32 STUDSMSTC48B32 STUDSMSTC48B32 STUDSMSTC48B32 STUDSW29'-10"W23'-0"SITE BUILT PORTAL FRAME (SEE 1/S4.3)SITE BUILT PORTAL FRAME (SEE 1/S4.3)W23'-0"W119'-0"W119'-0"W23'-6"W22'-8"W22'-8"W23'-6"W18'-3 12"W18'-3 12"5S4.2TYP5S4.2TYP6
S4.2
TYP
6
S4.2
TYP
12S4.211S4.216S4.216S4.215S4.2 TYPTYPTYP
15
S4.2TYP
15S4.2 TYP
15
S4.2
TYP
IUS/MIUHANGERIUS/MIUHANGERIUS/MIUHANGERIUS/MIUHANGER4 STUDBUILT-UP POST4 STUDBUILT-UP POST4 STUDBUILT-UP POSTROOFPOINTLOADROOFPOINTLOAD16
S4.2TYP
2
S4.3
2
S4.3 LSTA 24POSTLSTA 24POSTPT 6X6 HF#2 POSTOR 6X6 DF#2 POST(WRAPPED)ABA66Z BASEPT 6X6 HF#2 POSTOR 6X6 DF#2 POST(WRAPPED)ABA66Z BASE4 STUDBUILT-UP POSTSHEET NO.DATEREVISEDPROJECT
DRAWING TITLE1/17/2021FRAMING PLANS3.23128 N. BENNETT ST.
TACOMA, WA 98407
PHONE: (206) 949-7866
PIERUCCIONI E&C, LLC
CHON PIERUCCIONI, PE15603 VIEW DRIVE SE, YELM, WA 98597
RAINIER GROUP CAPITAL LLC - CREEK ESTATES
COMPACTEDTERMINATE TOP BARPT 2X PLATE WITH ANCHOR BOLTPER SHEAR WALL SCHEDULECOMPACTEDBACKFILL8" MIN.FINISHED GRADEFLOOR JOIST(PER PLAN)HOLD DOWN (PERPLAN)8"6"3" CLR1'-4"12" MIN.
1'-6" MIN.NAIL (PER SHEARWALL TABLE)BLOCKING@48" O.C.NAIL (FLOOR SHEATHINGEDGE NAILING)PT 2X PLATE WITH ANCHOR BOLTPER SHEAR WALL SCHEDULECOMPACTEDBACKFILLRIM JOISTFLOOR JOIST(PER PLAN)8"6"3" CLR1'-4"1'-6" MIN.GWB(PER ARCH.)GARAGE SLAB(PER PLAN)SECTION1" = 1'-0"2SECTION1" = 1'-0"3MINIMUM OVERLAPSPLICE2'-0"2'-0"TYPICAL FOUNDATION CORNER & INTERSECTION DETAILS1" = 1'-0"7COMPACTEDBACKFILL8" MIN.FINISHED GRADE8"6"3" CLR1'-4"12" MIN.NAIL (PER SHEARWALL TABLE)SECTION1" = 1'-0"4PT 2X PLATE WITHANCHOR BOLTPER SHEAR WALLSCHEDULECOMPACTEDBACKFILLGARAGE SLAB(PER PLAN)#4@24" O.C. MAXALTERNATE SIDESROUGHENEDCONSTRUCTION JOINT2-#4 CONT.#4@24" O.C. MAXALTERNATE SIDESROUGHENEDCONSTRUCTION JOINT2-#4 CONT.#4@24" O.C. MAXALTERNATE SIDESROUGHENEDCONSTRUCTION JOINT2-#4 CONT.#4 HORIZ.BARS AT 12" O.C.#4 HORIZ.BARS AT 12" O.C.#4 HORIZ.BARS AT 12" O.C.CONCRETELANDING8"6"3" CLR1'-4"SECTION1" = 1'-0"5COMPACTEDBACKFILLGARAGE SLAB(PER PLAN)ROUGHENEDCONSTRUCTION JOINT2-#4 CONT.#4 HORIZ.BARS AT 12" O.C.12" MIN.STEM WALL ANDWALL BEYOND#4@24" O.C. MAXALTERNATE SIDESPT 2X PLATE WITHANCHOR BOLTPER SHEAR WALLSCHEDULECOMPACTEDBACKFILL8" MIN.FINISHED GRADERIM JOISTFLOOR JOIST(PER PLAN)HOLD DOWN (PERPLAN)8"6"3" CLR1'-4"12" MIN.1'-6" MIN.NAIL (PER SHEARWALL TABLE)SECTION1" = 1'-0"1#4@24" O.C. MAXALTERNATE SIDESROUGHENEDCONSTRUCTION JOINT2-#4 CONT.#4 HORIZ.BARS AT 12" O.C.2'-0"2'-0"2'-0"CORNER BAR TO MATCHHORIZONTAL BAR SIZEAND SPACING (ALT SIDES)(PER PLAN)SECTION1" = 1'-0"68"FLOOR JOIST(PER PLAN)BEAM(PER PLAN)POST(PER PLAN)3" CLR ADD BLOCKINGOVER BEAM1X6 OR 34" OSB(4) 10D NAILS INTO BEAMAND POST OR APPROVEDMTL. BRACKETA35(BOTH SIDES)15# BUILDING PAPERUNDER POST(2) PT 2X PLATE WITH ANCHORBOLT PER SHEAR WALL SCHEDULE8"1'-0"3" CLR1'-10"SECTION1" = 1'-0"8#4@24" O.C. MAXALTERNATE SIDES(3) #4 CONT.#4 HORIZ.BARS @ 18" O.C.T/SLAB(SEE PLAN)T/SLAB(SEE PLAN)(2) PT 2X PLATE WITHANCHOR BOLTPER SHEAR WALLSCHEDULE8"1'-0"3" CLR1'-10"SECTION1" = 1'-0"9#4@24" O.C. MAXALTERNATE SIDES(3) #4 CONT.#4 HORIZ.BARS @ 18" O.C.HOLD DOWN(PER PLAN)HOLD DOWN(PER PLAN)NAIL (PER SHEARWALL TABLE)BLOCKING@48" O.C.NAIL (FLOORSHEATHINGEDGE NAILING)BLOCKING@48" O.C.NAIL (FLOORSHEATHINGEDGE NAILING)SHEET NO.DATEREVISEDPROJECT
DRAWING TITLE1/17/2021DETAILSS4.13128 N. BENNETT ST.
TACOMA, WA 98407
PHONE: (206) 949-7866
PIERUCCIONI E&C, LLC
CHON PIERUCCIONI, PE15603 VIEW DRIVE SE, YELM, WA 98597
RAINIER GROUP CAPITAL LLC - CREEK ESTATES
SECTION161" = 1'-0"SEE SHEAR WALLTABLE FOR NAILSPACINGGABLE END TRUSS(SHEATH AND NAIL PERSHEAR WALL BELOW)LTP4 AT SHEARWALL LOCATIONS(SEE SHEAR WALLTABLE)NAIL PER ROOF SHEATHINGPERIMETER SCHEDULESECTION151" = 1'-0"SEE SHEAR WALLTABLE FOR NAILSPACINGH1 OR H2.5A@ EACH TRUSS2X VENTEDBLOCK2-16dTOENAILEDNAIL PER ROOFSHEATHING PERIMETERSCHEDULETYPICAL HOLDDOWN DETAILS1" EDGE,TYP6" SPACING
2 1/2"
END
10d COMMONNAILS (0.148" X3" LONG), TYP11" = 1'-0"TYPICAL BUILT-UPCOLUMN/BEAM DETAIL31" = 1'-0"FOUNDATIONSTEMWALL12" MIN.FROMCORNERLSTHD8/STHD10RJ/STHD14RJ17" MAX.CLEAR SPANNAILEDPORTION8TYPICAL WALL DETAIL FOROPENINGS 5' AND GREATER1" = 1'-0"9TYPICAL WALL DETAILFOR DOOR OPENINGS1" = 1'-0"10TYPICAL SHEAR WALLWINDOW STRAPPING1" = 1'-0"SIMPSON MST 48IF TOP PLATE IS CUTBUILT-UPCOLUMN2-16d T&B, TYP4-16d, TYP2-16d T&B, TYP2-16d T&B, TYP4-16d, TYP2-16d,TOENAIL,TYPLSTA24 STRAP, TYPBLOCKINGBEAM(PER PLAN)HEADER(PER PLAN)HEADER(PER PLAN)POST(PER PLAN)BEAM(PER PLAN)16d NAILS @ 3" O.C.(BOTH SIDES)NAIL PER BUILT UPCOLUMN DETAIL ON4/S4.3MST48 STRAPTYPICAL DROPPED BEAM@ PLATE BREAK141" = 1'-0"FACIA(PER ARCH)(PER ARCH)2'-0" MAX2-16dTOENAILED2X4 OUTRIGGER @ 24" O.C.ROOF SHEATHING (PER PLAN)NOTES: STRAPS ARE NOT REQUIRED FOR SHEAR WALL W1STRAP(PER PLAN)BUILT-UPCOLUMN(PER PLAN)CS14, 16, 18, 20, 22CMSTC12,14,16ENDLENGTHENDLENGTHCUTLENGTHMST37,48,60, & 722TYPICAL STRAP HOLDDOWN DETAIL1" = 1'-0"8-16d NAILS @ 4" O.C.STAGGERED(EACH SIDE OF SPLICE)13TYPICAL TOP PLATE SPLICE DETAIL1" = 1'-0"LOCATE SPLICEOVER STUD4'-0" MIN BETWEENT&B CORD SPLICESLRU28HANGERSTAIR STRINGER(PER PLAN)ADD 2X SHIMS TOBOTTOM OF BEAM TORECIEVE HANGERNAILS (NAIL PER BUILTUP BEAM SPACING)FLR. JST.(PER PLAN)BEAM(PER PLAN)SECTION71" = 1'-0"STAIRSTRINGER(PER PLAN)STAIR LANDINGON SLAB DETAIL61" = 1'-0"ADD BLOCKINGUNDER STAIRSTRINGERSFLR. JST.(PER PLAN)BUILT-UPCOLUMN(PER PLAN)HOLD DOWN(PER PLAN)LSTHD8/STHD10/STHD14RIM JOIST(PER PLAN)SEE SHEAR WALLTABLE FOR NAILSPACINGSEE SHEAR WALLTABLE FOR LTP4AND NAILSPACINGTJI BLOCKING@ 48" O.C.NAIL PER SHEARWALL TABLE2X STUD, ALIGNW/ FLR JOIST(2) 16dRIM JOIST(PER PLAN)3" 10D TOP ANDBOTTOM FLANGE3" 10D TOP ANDBOTTOM FLANGESEE SHEAR WALLTABLE FOR LTP4AND NAIL SPACINGSECTION41" = 1'-0"SECTION51" = 1'-0"1" EDGE,
TYP
6" SPACING2 1/2"END10d COMMONNAILS (0.148" X3" LONG), TYPA35 @48" O.C.NAIL PER ROOFSHEATHINGPERIMETERSCHEDULE11SECTION1" = 1'-0"A35 @48" O.C.SEE SHEAR WALLTABLE FOR NAILSPACINGSEE SHEAR WALLTABLE FOR NAILSPACINGSEE SHEAR WALLTABLE FOR NAILSPACINGFLOOR SHEATHINGEDGE NAILING12SECTION1" = 1'-0"A35 @16" O.C.A35 @16" O.C.SEE SHEAR WALLTABLE FOR NAILSPACINGSTRAP(PER PLAN)NO NAILSREQUIREDFACE NAILSBEAM(PER PLAN)MSTC48B3 & MSTC66B3SHEET NO.DATEREVISEDPROJECT
DRAWING TITLE1/17/2021DETAILSS4.23128 N. BENNETT ST.
TACOMA, WA 98407
PHONE: (206) 949-7866
PIERUCCIONI E&C, LLC
CHON PIERUCCIONI, PE15603 VIEW DRIVE SE, YELM, WA 98597
RAINIER GROUP CAPITAL LLC - CREEK ESTATES
FOUNDATION(PER PLAN)HEADER(PER PLAN)CONTINUOUS HEADER(PER PLAN)SITE BUILT PORTAL FRAME DETAIL11" = 1'-0"3"#3 HAIRPIN W/STD. 90° EA. SIDEHOLD DOWN(PER PLAN)1 1/2"MIN.9"(2) #4 BARS(2) 58"X10" A.B. W/3"X3"X14" PL. WASHER8d @ 3" O.C.STAGGERED16d @ 2" O.C.2 ROWSSTAGGEREDLSTA24 (INTERIORSIDE OF WALL)16d @ 6" O.C.24" MAX.CRIPPLE WALL CRIPPLE WALL NAILING8d @ 6" O.C. EDGE,12" O.C. FIELDNAIL SHEATHING TOHEADER, 8d @ 3" GRID(6) 16d KINGTO HEADERSTAGGERTRUSS (PER PLAN)H1 OR H2.5A@ EACH TRUSS2X6 BLOCKING 2-16d@ 6" O.C. NAILS INTORIM/BLOCKINGTRUSS HANGER(PER TRUSS MFR.)FLR. JOIST(PER PLAN)RIM JST.(PER PLAN)SEE SHEAR WALLTABLE FOR NAILSPACINGSECTION21" = 1'-0"IUS SERIESHANGERNAIL PER ROOFEDGE NAILINGBLOCKINGBEAM(PER PLAN)FLOOR SHEATHINGEDGE NAILINGSHEET NO.DATEREVISEDPROJECT
DRAWING TITLE1/17/2021DETAILSS4.33128 N. BENNETT ST.
TACOMA, WA 98407
PHONE: (206) 949-7866
PIERUCCIONI E&C, LLC
CHON PIERUCCIONI, PE15603 VIEW DRIVE SE, YELM, WA 98597
RAINIER GROUP CAPITAL LLC - CREEK ESTATES