|
, , �
<br /> _ � _ I "
<br /> . , r .
<br /> ' ' t
<br /> , • - ' � • � . . � �
<br /> , • • • • • •--••••-•• •- — •
<br /> DESIGN �RITEFtIA � GENERAL CONSTRUCTION NOTES: � ! a
<br /> � NAILING SCHEDULE TRU55 lV�TES ' WOOD CONSTRUGTION . ' : �
<br /> i N ��O
<br /> � STUD: 2x4,2x6,3x4,3x6 HEM-FIR � CONSTRUCTION TYP'E: VB A LL WORK MUST OOMPLY WITH All.CURRENTIY ACCEP'TED CgDES: • � �
<br /> . NAILS SNALL NOT BE DRIVEN CLOSER TOGETHER THAN Y:TNEIR • STRESS ANALYSIS/DRAWINGS/DETAlLS SHALL BE STAMPED BY AN �5���p��: y�4,2x6,3x4,3x6 HEM-F!R OCCUPANCY: R 3 2015 INTERNA�IQNAI.BUtLDING CODE(IBCj • ' � O
<br /> � . LENGTN NOR CLOSER TO THE EDGE OF MEMBER THAN Y.THEIR APRROVED STATE OF WASHINGTON REGISTERED ENGINEER. . 2015 INTERNATlONAL RESIDEIyTIAL CODE IRC . ... �v► �
<br /> POST/COLUMN 4 x DOUG FIR#1 SEtSMIC DESIGIN D 1 � 1 CdJ
<br /> � LENGTH. NAILlNG NOT NOTED BELOW�R ON PLANS SHALL BE A � • PRE-MANUFACTURED TRUSSES SHALL BE IDENTIFtED BY ppn/COLUMN 6 x � DOUG-FIR#1 WIND SPEED � 85/110 MPH and ALLOTHER APPLlCABLE MECHANiCAt,/SAFETY CODES. . � � �
<br /> � • MINIMUM OF 2 NAILS AT EACH CONTACT: MANUFACTURER'S STAMP • �p�� 2 x 8 to 2 x 12 NEM-FIR#2 EXP�SURE B/C � . � ; • (� .� �:
<br /> � . " � 8d FOR 1 x MATERIAL and 16d fOR 2x MATERIAL. • USE APPROVED/APPLICABLE RUSS SUPPORT HANGERS gEqMS/HEADERS 4 x6 to 4 x 12 HEM-FIR#1 SNOW LOAD 25 PSF 1. ALL MATERIAI.S AWD WORKMANSHIP SHALL CONFORM TO " : � p �. .
<br /> ' • ALL ROOF TRUSSES SHALL BE 50 FRAMEO AND INTO THE , , ' FROST UNE DEPTH 18 INCHES TfiE REQUIREMENTS OF THE DRAWtNGS,SPECIFICATIONS AND w "' c_ f
<br /> JOIST/RAfTERATALLBEARING—TOENAIL 3-iod FRAMEWRKSOASTOFORM ANNTEGRALPARTOFTHEWHOLE "
<br /> � �oisr J�R ro sioEs of srun � • GLU-tAM SEAMS(GLB): tap fiber bott fiber stress Fc WfNTER TEMP 17 degrees : �oT�• ; Q � ,�:
<br /> 2 x 8 MEMBER OR SHALLOWER a-ied BUILDING. ROOF TRUSSES SHALL HAVE JOIN75 WELL-FITTED AND 24FV4 1200psi 2400 psi ICE BARRIER FtEQ No 2. DIMENSIONS ARE TO FACE-0E-FRAMING. DO NOT SCALE ac- �••
<br /> • � FOR EAqi ADDITIONAL fOUR(4) SHALL HAVE ALLTENStON MEMBERS WELITiGHTENED SEFORE � 24 F-V8 2400 psi 2400 psi � ANNUAL MEAN TEMP 49 degrees DRAWINGS. FIELO VERIFY BEFORE CONSTRUCfiON or ' � N �:
<br /> INqifS OF DEPTIi 1-1� ANY LOAD IS PLACED UPON TIiE TRUSS. DIAGON A L/SWAY � pqRq�MS(PSL) 2900psI . 2900 psi 2900 Psi • ' A5SUMED BEARING , O R D E R I N G S P E q F I C M A T E R I A L S. ,' � �' w �.
<br /> OOUBLEJOI5T5,tu►FreRs,HEADERS z-i6 d�ii"o.c. SRACING SHALL BE USED. � � '
<br /> • BLOCKING BETWEEN JOISTS/RAF'fERS: , ' ���, 200p p$F 3. VERIfY DpSTING CONDITIONS,GRADES AND DIMENSIONS AT ,,,,, � � r�•�
<br /> '' • TO1015T/RAFTERSTOE NAII EA SIDE,FA END 2-lOd s ENGINEERING DATE/DETA1l5 SHALL BE APPROVED BY THE ROOF SHEATHING• 15/32 r DOC PS-IIPS-2 APA RATED . (AT NEVV FOUNOATIONS� ' THE SRE. IOCATON OF BUILDING ON PROPERTY LIES W1TH a ^�
<br /> TO JOIST/RAFIERS BEARINGS TOE NAIL,EA SIDE ,, 2-iod • gUILDING OFFICIAL BEFORE ANY FIELD CUT OR TRUSS 32/16 SPAN RATING w/EXPOSURE 1 GLUE. . THE OWNER/CONTRACTOR. BUILDING PERIMETER AND FLOOR
<br /> BLOCKING BEfWEEN STU05,TOE N1ULS,EACH END 2—1 O d • , • � � '
<br /> BUILD-UP CORNERST11D5 isd�e iz"o.c. � ALTERATION. ' SUB-FLOOR SHEATHING: %"DOC PS-1/PS-2 APA RATED GRAVITY LOADr _ FLEVATIONS SHALL BE ESTABUSHEO. BUILDtNG SET BACKS
<br /> • 2"SUBFLOORTOJOIST/GIRDER,BUND/FACE NAIL 16d @ 16�o.G � . FtELD IDENTiFICATION OF UGfiT METAL PLATE-CONNECTED STURD-I-FLOOR 241N O.C. • . AND NEIGHT RESTRICTIONS COMPLIANCE 5HALL BE VERIfIED ^ '
<br /> � TOPPLATE/SOLEPLAETOSfUD,ENDNAII z-ied@2Xa � TRUSSESISREQUIRED. INFORMATIONBRANDED,MARKEDOR WtTHEXPIGLUE. BYCONTRAC70R. • . .
<br /> 3-lsd�2 X 6 . ROOF DEAD LOAD 15 Psf � 4. UCENSED SURVEYOR SHAU.VERIFY EXCAVA710N5 H
<br /> � TOE(YAIL a-sd ; , OTHERWISE PERMANENTLY AFFIXFD TO EACH TRUSS SHALL - WALL STURCURAI PANELS: SEE ENGINEERING FOR TFiICK(VESS. RO�F WE LOAD 25 Psf / EtGHTS iF
<br /> DOUBLED STUDS, FACE NAIL 1���"o•G CONTAIN THE FOLLOWlNG• • REQUIRED/NEEDEb. � ' •
<br /> DOUBLED TOP PLATES,FACE NAII 2-isa @ i6'o.c. � IDENTIFICATION OF TRUSS COMPANY • FLOOR DEAD LOAD 15 psf .
<br /> TOP PLATES,u►�s 1 a'-0"MIN)FACE NAII u-ied • USE QUAUTY WOOD MEMBERS WtTH NO SPIITS,KNOTS � FLOOR LIVE LOAD 40 psf 5. COMPETENT EXPERIENCED MECNANICAL EWGINE�R,LICENSED
<br /> � TOP PLATES,inrrEitsEcnows,FACE NAIL 2-16d -� THE DESIGN IOAD � e METAL CLiPS,ETC TO BE SIMPSON STRONG TIE. NAIUNG PER . BALCONY UVE LOAD 60 psf � CONTRACTOR OR PIUMBER SHALL DESIGN'fHE PLUMBING,
<br /> CONTINUOUS HEADERTO STUD,TOE NAIL 4-aa THE TRUSS SPACING. , MAN�ACTURER. HEATING,VENIILATION,SPR{NKLER AND AIR CONDITIONING ,
<br /> � . CEIUNG JOtSTS-LAPS OVER PARTITIONS,FAce Nn��3-ied � , , . � PARTtT10N LOADS lO p5f
<br /> CEILING JOISfS TO PARALLEL RAFfERS,FACE NAII s-i6d • _ • SEE ENGINEERING NOTES FOR BOLTS. . SYSTEMS. PERMtTS FOR ALL WORK BEFORg BEGiNNiNG. .
<br /> CEIUN6JOISf LEDGER-FACE NAlLTO5TUD5 " ' • � • ALL WOOD IN C�NTACT WITH CONCREfE SHALL BE PRESSURE : 6. FURNACE&WATERHEATERS:INSTALL PER WSEC,IRC OR
<br /> 2 x a and 2 x 6 2-16d . ' LOCAL CODES. WHEN GAS APPLlANCES LOCATED IN GARAGES .
<br /> 2 x 8 and up to 2 x iz 3-16d H/$EC 2Q15 TREATED,PER AWPA STANDARDS FOR WESTERN SPECIES. BOLTS, _ __ _ :
<br /> " • ��ER7osTuos � WASHINGTON STATE ENERGY CODE � Nl1TS&SCREWS tSSE�1N EX7ERiOR APPUCA�10N5/PRESSURE ' . , - ALL PILOTS,BURNERS,SWRCHES LOCATED A MIN.of i8 ,
<br /> ' 2x8MEMBERorSHALLOWER 3-16d � TRETED MATERIALSHALLBE FIOT DIPPED GALANIZED(ASTM � INCHESABOVE FINISHED FLOOR. PROVIDESYSTEM FOR ' ,
<br /> ' FOR ea,cH nn�moriaL2� 1-l�d• . � � A153)OR STAINLESS STEEL HOLD DOWN DIVICES COATED WITH � ' 2015 IRC � ADEQUATE COMBUSTION AIR. SUCH APPLlANCES IN GARAGES . ' .
<br /> - • MARINE ZONE 4: . 70 BE PROTECTED FROM DAMAGE WCTH BOLLARDS/BARRf�RS. ' `
<br /> � - � V.� CORROSION PROTECTON PER ASTM A123. 2��t'j (�C '
<br /> � . . WINDOWS(VERICAL) �o tv�iN � � � 20[�j IFC�IR� CODE : 7• DUCTALL FANS,VEN7'S,ORYER,RANGE HOODSTO OU�SiDE. �
<br /> � , � � , SKYUGHTS U.50 ' CONCRETE � . 2016 WSEC � ' INSULATE IN UN-HEATED SPACES. CHAP. ly . , ;
<br /> � ^:�: f COMPRESSION IN 28 DAYS SACK MIX . : • 8. KITCHEN VENY FANS OVER 399 CFM TO BE PROVIDED W17H ' ' '
<br /> 2011 NAT ELEC CODE - Mq�-UP AIR AT APPROX.THE SAME EXHAUST AIR RATE. `
<br /> . s CEILING ' R 49(R 38 w/RAISED HEEL/ , , ; •
<br /> ' Or STICK�RAMED) 5LA&ON-GRADE �000 Ps� . , WA STA I�A MENDMENTS, M 1 5 o 3.4 . ; ,
<br /> ,WOOD FRAME WALL R 21 � (INTERIOR) ' � 9. WHERE REQ ROOF/FOOTING DRAINS SHALL BE TIGHT LINED •
<br /> FLOOR� ' �E1 R��lS � � SEPARATELY TO APPROVED DISPOSAL STORM DRAINAGE ,
<br /> SMOKE DETECTORS lRC 314 BELOW GRADE WALL 10/15/21 int+TB � SLA&ON-GRADE 3000 PSI 5� � �lYTROL SHALL MEETT'��REu,OF Tt�E ENGINEERING flEP'1'' • :
<br /> —� SLAB ON GRADE R 10 � " (EXTERIOR) Sr'AWDARD PtAN FOR THE JURISQlCTION GOVERNING THE � : _
<br /> � R 10 CON7iNU0US UNDER HEATED SLAB. ' � . CONSTRUCTION SffE.
<br /> AU.NEW CONSTUCTI O N/R E M�D E L S R E Q U i R I N G A P E R M I T R l0 CONTINUOUS AROUND EXTERIOR 24 IN gqSEMENT WALL 2500 5 34 , • 10. PROVIDE FURRINGS,AS REQ TO CONCEAL MECHANICAI./ � �
<br /> MllST INSTALL APPROVED UNRS. . . A1TIC DUCfS R 8 • - "
<br /> rt LOCATIONS: IN EACH SLEEPING ROOM . ELECTRiCA1 WORK IN ALL FINISHED AREAS. O�SEitVE CODES
<br /> OUTSiDE SLEEPING AREAS(HALL) ' . � FOOTINGS 2500 5 3�4 . FOR FIRE BLOCKING,INSULATION FOR SITE.
<br /> - ON EACH FLOOR-tNCLUDING HABITABLE CONT.FOOTINGS 2500 514 : 11. VERIFl!TYPE,MANUFACTURER AND LOCATION OF ALL
<br /> -- e R-10 CONTNUOUS INSULATION ON EXTERIOR OF WALL or R-15 . PLUMBING FIXTURES�FAUCETS�DOORS�WINDOWS�CABINETS� : ". �
<br /> ATTICS/BASEMEN7S. " CONTINUOUS INSULATION ON 7HE INTERIOR OF WALL or R-21 CAVRY � - • • �
<br /> , � � GARAGE OPTIONAL,BUT RECOMMENDED. INSULATION PLl15 THERMAL BREAK BETWEEN SLAB and BASEMENT WALL REBAR: 1 fZ,�,, R„sf pL��. ?j.?���I ' - HARDWARE,UGHT ; . .
<br /> � RANGE OF UNITS:ABOUT 15 F1'. • . • ATTHE INTERtOR OF BASEMENT WALL. .Y . 12 ING FIXTURES&APPLICANCES WITH OWNER PRIOR TO
<br /> ALARM DEViSES INTERCONNECTED SO ALL ACTIVATED TOGETHER •. 10/15/21/+TB: ' � #q.pft i,ESS G�A�48 � • PURCHASE/INSTAUATION. ;
<br /> " R 10 CONT.INSUL ON THE EXTERIOR OF WALL • #5 OR GREATER Bi�tdE 60 � i3. IN SEATTLE PROVIDE DEAD BOLT CA7CH/APPROVED ' r
<br /> " , NEW CONSTRUCTION REQ. WIRED TOGETHER. or R 15 ON 7HE CON7INUSOUS INSULAl10N OF THE INTERIOR OF WALL • • � , ` � LOCKING DEVICE PER SEATIL.E BUILD.CODE. , •
<br /> REMODELS,AITERATIONS,ADplTIONS: CAN BE BATTERY _
<br /> � OPERATED. or R 21 CAVITY iNSUlAT10N+THERMAL BREAK BETWEEN SLA& • . 14. 08SERVATION VISITS TO THE$1TE 8Y DESIGNER/
<br /> . . BASEMENT WALL AT INTERIOR OF BASEMENT WALL p�FINfT10NS � REPRESENTA3IVES SyALL NOT BE C(?NSTRUED AS INSPECTION
<br /> " or R13 CAVtTY INSULATION ON INTERIOR OF BASEMENT WALLS PLUS • .
<br /> NOR APPROVAL OF CONSTRUC110N.
<br /> CAR�ON MONOXIDE ALARMS IRC 315.1 J RCW 19.27.530 , R�M���0 CONT INSUL40N THENNTER/RiEXTE OF HOMOF WALL FOOTING: FOUNDATIONAL SUPPORT,USUALLY MASONRY. _ 15. ALL WORKERS ON-SITE SHALL BE KNOWN TO CONRACOR j �
<br /> ar R 13 CAVITY INSULATTHE INTER.•OF BASEMENT WALL ' WE LOADS: Lt7ADS PRODUCED BY USE/OCCUPANCY OF • AND THEIR SAF�TY A FfRST PRi0R1TY. •
<br /> - RE4UIRED OUTSIDE SLEEPING ARfAS IN HOMES _ � ' - . - � .
<br /> .9fi3A&A6�:ON ALL FLOORS. • 10/13 MEANS R-10 CONTINUOUS INSULATION ON THE �RUCTl1RE. 16. WNEN tN DOUBT...ASKI I I ^ . � ,
<br /> ' � DEAD LOADS: WEIGHT OF AtL MATERIALS OF CONSTRUCTION - ' �
<br /> R�QUIRED 1N BEOROOMS WITH GAS FIRED APPLIANCES,UKE � iN'TERIOR/EXTERIOR OF THE HOME or R 131NSULATION ATTHE INTERIOR ' iNCORPORATED,INCIUDING flOORS,ROOF,WALLS _ -- .
<br /> � FIRE�LACE . OF THE BASEMENT WALI. E?G NOT FURNiTURE. �• ' . '
<br /> � • TB MEANS THERMAL BREAK BETWEEN FLOOR StAB/BASEMENT WALL '-�� ' • - '
<br /> " ; MUST BE HARD-WIRED/PLUG-IN NOT BATTERY. . . ROOF WE LOADS: DURING MAiNTENTANCETHE OAD PRODUCED • • .
<br /> ' � COMBO WITH SMOKE ALARMS:OK ' � � BY WORKERS,EQUIPMENT, A7ERIACS. T _ • , '
<br /> • PERMIT=1NSTALLA?1oN, �_ �� "� � • , � � FRAMING: SKEI.ETON OF BUILDiNG,INTERIOR& RIOR WALLS, _ , • �
<br /> F�oaRs,Roo�s. . . CONTRqCfOR SHALL VERIFY AU.DIMENSIONS • `
<br /> � • . .
<br /> . . BE�OW GRADE INSULATION OPTIONS � . P�e►zE: HORIZONTALFRAMiNG MEMBERAT70V/BpTTOM OF AND CON�CCIONS IN THE FIELD PRIORTO - �'
<br /> � -- • - v wALL sTUDS. - ONSTRUCTIO�f. ALL DISCREPANCiES BETWEEN
<br /> su
<br /> � � � � '. WSEC'L�� R 402.2.8 . STUD: VER7iCA�MEMBER OF FRAME wAu,AT ENDS AND ' PLANS ANO FIELD SHALL BE REPORTED ' ' •
<br /> . .._ � ' E1/ERY 16 OR 24 tNCHES ON CENTER. • 'TO THE DESIGN�R. '
<br /> , � ► • •k iy DF�P FAG��TYr JOIST: • ONE OF A SERIES OF PARALLEL FRAMIN6 MEMBERS ��Q�$�(�DRAWINGS. •
<br /> � • � Si�EiLD,1YP -� THAT SUFPORT A FLOOR OR CEIUNG. • , . , .
<br /> ' '. . ' . �•Zl ��"M� �j �; ��Ra��. ' ' � � � • fi
<br /> � R-21 ' "
<br /> • R.tj , • R.to , '� R-iD . .: - 2.10 - ,
<br /> - : �i� Ry , �N T -�� �•. �i T - � � �+�� "� : ., , CALL,BEFORF YOU DIG: D/AL 811 ; .
<br /> . ,', . ' • ��R� ��` � , www.callbeforevoudia.com � ; � �;
<br /> - ', • • llSiOFJ1�AE�fCAN UFACTI� . ' .
<br /> � ;�•+.�. ! ..,�.r;; :s •••.,; r, . . AYI11tA81EON . � .
<br /> ' .:��•�+ b� '�I%4'i y ' i:�9: . . . . •
<br /> I���p � . F+�IO F+�D • ' . - .
<br /> ; . , . . , _ .. - - - -- - '
<br /> , • . - � � . • . �r� . � .
<br /> :`. . . . .
<br />
|