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<br /> WOOD IN CONTACTNRTH CONCRETE/EXTERIOR IXPOSURE
<br /> TRUSS NOTES SHALLBETREATEDWfTH_PRESERVATNESPERAQA/AWPA GENERAL CONSTRUCTION NOTES
<br /> ' I STRFSS ANALYSIS AN�DRAW[NGS/DETAiLS SHALL BE S7AMPED 8Y AN and BEAR THE AWPB MARK � N a
<br /> ' USE w'nh PRESSURE PTRENTED WOODS
<br /> APPROVED STATE of WASHINGTON REGISTERED ENGINEER ALL WORK MUST COMPLY WITH ALL CURRENTLY ACCEPTED CODES. � �
<br /> � DRAVJINGS/DETAllS SHAIL BE ON-SCfE FOR FRAMING INSPECTOR _ NEW PRESSURE-TREATED WOOD LS MGHLY CORROSNE.ALL BOLTS, 2012 INTERNATIONAL BUILDING CODE 12 IBC
<br /> PRE-MANUFACiURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURED'S STAMP. NAILIIVG,HANGERS,fASTENERS W CONTACT WITH PT LUMBER MUST. � � °
<br /> I' USE APPROVED/APPLICABLE TRUSS SUPPORT HANGERS. BE A M[N OF: TRIPLE ZINC Z-MAX(G185 per ASTEM A653) ; 2012 WTERNATIONAL RESTDENTIAL CODE 12 IRC W ��„
<br /> � F TRUSSES SHALL BE 50 FRAMED AN�INTO THE FRAMEWORK SO AS TO HOT DID GALVAN]ZED(ASTM A123 for CONNEGTORS) AND ALL OTHER APPISCABLE MECHAMCAL/SAFETY CODES. A W� I
<br /> ALL ROO
<br /> , ' F4RM AN MTEGRAL PART OF THE WHOIF BUILDING, ROOF TRUSSES SHALL (A S T M 1 5 3 f o r F A S T E N E R S,A N C H O R S) � �
<br /> � HAVE 10iN7S WELL-F1TiED AND SHALL HAVE ALL TENSION MEMBERS L ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUII2EMENTS
<br /> WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. Of THE DRAV1(INGS,SPECIFICATION$AND NOTES. `� �
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<br /> DtAGONAL AND SWAY BRAQNG SHALL BE USED. DESIGN CRITERIA: 2, DIMENSIONS ARE TO FACE-0E-FRAMING. DO NOT SCALE DRAWINGS. FIELD ��
<br /> � ENGINEEWNG DATA AND DEfA�S SHALL BE APPROVED BY THE BUIIDING OFF[QAL CONTRUCTION TYPE VB ' VERIFY BEFORE CONSTUCTION or ORDERING SPEQFIt MATERIALS. .d�
<br /> BEFORE ANY FIELD CUT OR TRUSS ALTERATiON. OCCUPANCY: R3 3. VERIFY EMSTING CONDInONS,GRADES AND DIMENStONS AT THE SIfE LOCATION ��
<br /> FIELD IDENTIF[CATION OF LIGHT METAL PLATE-CONNECTED TRUSSES IS REQIJIRED. SQSMIC DESIGN D2 , OF BUIIDING ON PROPERTY LIES W1TH THE OWNER/COMRACTOR BUILDING ��
<br /> INFORMAT[ON BRANDED,MARKED OR OTHERWLSE PERMANENTLY AFFDCED WIND SPEED 85 MPH pERMlMETER AND FIOOR ELEVATIONS SHALL BE EXTABLLSHED. BUILDING SET-
<br /> TO EACH TRUSS SHALL CONTAU�THE FOLLOVMING: EXPOSURE B �.
<br /> IDENTIFICATION Of TRUSS MfGR Co. SNOW LOAD 25 psf BACKS AND HQGHT RESTRIClIONS COMPLTANCE SHALL BE VERIFIED BY
<br /> THE DESIGN LOAD � FROST LINE DEPTH IS INCHcS CONTRACTOR.
<br /> THE TRUSS SPAQNG. , ASSUMED BEARWG 4. IICENSED SURVEYOR SHALL VERIFY IXCAVATIONS/HQGHTS IF FINLSHED _ _
<br /> , - - SOIL• Z00�Pst DIMENSIONS ARE WITFQN 24 INCHES OF LOCAL LIMTfS,PRIOR TO FINAL ASSEMBLY:
<br /> , �n7 NEW FouNDATor�s) 5. A COMPETENT EXPERIENCED MECHANQAL ENQNEER,LICENSED CONTRACTOR OR �
<br /> �' . -- • PLUMBER SHALL DESIGN THE PLUMBING,HEATING,VENTILATION,SPRINKLER AfVD �
<br /> GRAV[IY LOADS: RESIDENTIAL AIR CONDTflONING SYSTEMS. PERMITS FOR ALL WORK.
<br /> ROOP DEAD LOAD: 15 psf 6. FURNANCE&WATERHEATERS: INSTALL PER WSEC,IRC OR LOCAL CODES. �
<br /> ROOf WE LOAD: 25 psf WHEN GAS APPLIANCES ARE LOCATED IN GARAGES ALL PILOTS,BURNERS AND
<br /> FLOOR uVE LOAD 40 psf ' SWITCHES A MIN.OF 18 INCHES ABOVE FINISHED FLOOR and PROYIDED WITH A �
<br /> FLOOR DEAD LOADS 12 psf SYSTEM FOR ADEQUATE CONBUSTION AIR SUCH APPL[ANCES IN GARAGES ARE
<br /> BALCONY LNE LOAD: 60 psf �
<br /> I PARTIRON LOADS: 10 psf TO BE PROTECTED FROM DAMAGE WITH BOLLARDS/BARRIERS.
<br /> 7. DUCT ALL FANS,VENTS,DRAYER RANGE HOODS TO OUTSIDE INSULATE IN UN-
<br /> I - ROOF SHEATHING: 15l321NCH DOC PS-1!�-2 HEATED SPACES. IRC 1502.3 �- ---
<br /> I WSEC 2012 (APA Performance rate� 8. IQTCHEN VENT FANS OVER 400 CFM TO BE PROVIDED W1TH MAKE-UP AT �
<br /> � Wazhington State Energ�Code v� O�L . Strud-i-floor 24 in o.c ratin w/EXP 1 lue � , -
<br /> ' e��yC�� ,� g 9 APPROXIMATELY THE,SAME IXHAUST�AIR(2ATE M1503.4
<br /> Marine Zone 4 SUB-FLOOR SHEATHING: 3/a WCH DOC PS-1 � , o
<br /> (APA Performance ratecq 9. WHERE REQUIRED ROOF/FOOTING DRAINS SHALL BE TIGHTIINED SEPARATELY
<br /> WINDOWS(VERTICAL) 30 ' TO APPROVED DISPOSA� SfORM DRA[NAGE CONTROL SHALL MEET THE �
<br /> SKYI.IGHTS .50 St'rud-I-floor 24 in oc Rating w/IXP 1 glue.
<br /> - REQUIREMENTS OF THE ENGINEERING DEPARTMENT SfANDARD PLAN FOR THE �
<br /> j CEILING �-'19 WALL STRUCRIRAL PANEIS: 32lI6 INDIX RATING )�R]$ICf(ON GOVERNING THE CONSTRUCTION SITE. �
<br /> ; " WOOD FRAMED WALL R-21 5 PLY w/EXP 1 GLUE V
<br /> (Standard framing of 16 inches o.c. 10.PROVIDE FURRINGS,PS REQUIRED,TO CONCEAL MECHANICAL AND ELECTRICAL
<br /> Refer to SHEAR WALL SCHEDULE FOR �
<br /> Headets with miv.ofR-10) WORK IN ALL FINLSHED AREAS.OBSERVE CODES FOR FlIRE BLOCI4NG,INSULATION�
<br /> I g�,ppR R-30 THICKNESS.
<br /> I BELOW GRADE WALL 10/ISl21 INT+'CB # CONNECTORS/FASTENERS: per IBC FOR 1URISDICIION.
<br /> i SLAB FLOOR 10,2 ft'�'� 1L VERIFY TYPE,MANUFACfURER AND LOC11TION OF ALL PLUMBING FDCTURES, �
<br /> SIMPSON STRONG-TIE fasteners
<br /> Recommended. FAUCETS,DOORS,WINDOWS,CABINETS,HARDWAR�LIGHIING FD(TURES,AND �
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<br /> � . R-10 contmuous insulation on eMerior of wall,or R-IS on the CONCRETE Compression strength @ 28 days,psi APPUANCES WCfH OWNER PRIOR TO PURCHASE OR INSTALLATIO .
<br /> � continuous insularion on the interioc of wall,or R-21 cavity insulation Slab-on-grade:3000psi Qnterior/exterior) 12. IN SEATlIE PROVIDE DEAD BOLT CATCH OR APPROVED LOCIQNG DEVICE PER ( w
<br /> � plus Thetmal Break betwcen slab and basement wall at the interior V �
<br /> � ofthebasementwall Basementwall 2500 psi 5'h sack SEATTLE BUILDING CODE
<br /> � • "10/15/ll+TB"shail be pccmitted to be met with R-13 cavity insulation Footings 2500 psi 5�fi sack 13. OBSERVAT[ON VISITS TO THE SITE BY DE4GNER AND/OR REPRESEMATNES SHALL �
<br /> ; on the interior of the basement wall plus R-5 continuous insu(atioa on tha Cont footings 2500 psi 5 3h sack
<br /> interior/e�eriorofthewall. NOT BE CONSTUED AS INSPECIION NOR APPROVAL OR CONSTRUCTION. o
<br /> • '�IN13"meaas R-10 continuous iosulation on the interior or e��ior of 14. ALL WORKERS ON SIfE SHALL BE KNOWN TO CONTRACTOR AND THEIR SAFETY A
<br /> � I the home or R-13 insulation at the inurior of the basement walL ' FIRST PRIORITY. � _
<br /> . "TB"means thermai tireelc between floor slab and basement wall. ' �
<br /> r WOOD MEMBERS: 15. WHEN IN DOUBT.......ASKI� - _
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<br /> •� R-10 continuous insulaUon req.undu heated slab on grade floors. STUDS/PIATES_ _ HE S?'lJD , --
<br /> - . JOISTS/RAFTERS bc8-2x12 HF�2
<br /> __ _ -- • - BEAMS/HEADERS 4x6-4 x12 Hf�l . J
<br /> POSTS 4x DF#i WHENEVER POSSIBLE USE -
<br /> � 6x OF#1 2012 IBC , AMERtCAN MADE PRODUCfS
<br /> IN YOUR CONSfRUCT10N PROIECT.
<br /> � TOP FIBER BOTT RBER 2012 IRC KEEP OUR FELLQW GTIZENS WORKING.
<br /> ' GLB 24F-V4 u00 Psi 2400 Psi 2012 IMC LIST OFAMERICAN MANUFACTURERS ,
<br /> � ' ��. '�'G�G- GLB 24F-H8 2400 psi 2400 psi AVAItABLE ON REQUEST. ' �.
<br /> R'13 k21 p5� 2900 psi 2900 psi
<br /> 2012 IFC FIRE CODE
<br /> , R.ZI 2012 WSEC �
<br /> R 5 —�..tp �� ¢io �0 _ Q•io "
<br /> ' FULL NG�T .. FUuI NG"C FU(Lt. H�,j REBAR perASTM A615 2011 NAT ELEC CODE
<br /> Q_�o Q�' Q �b 64 or 1E55 GRAOE 40 WA STATE AMENDMENTS W
<br /> ��� 1 - R�y� � �, 2�1''i INTEP�I D�RIr,�ID 1k5 or GREATER GRADE 40 _ �
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<br /> I _, - Z.R�13 f�at{+R52i4�D UNLfSSOTHERWfSENOTED 'UNO' I t
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<br /> IIII ��l.oW Ca2D�D� INSULA'[ION D?TtotiJs
<br /> I 1oIZ �v�c K�l02.,2•8 � � ''/ZO�'� _ _ `
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