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<br /> G E N E R A L S P E C I FI C A TI 0 N S. ALL WOOD EXP�SEO TO WEATHER � �� -
<br /> CONTRACTOR SNALL YERIFY A�1. SITE CONOITIONS dc BUILDING qNENSIONS, dc SHALL TO BE PRESSURE TREATED OR HAVE 5/4x4 CAP AND RNL (2) 8d W ��' '�' ,
<br /> NATURAL RESISTANCE t0 DECAY GALV. EACH PICKET p Ss� %o�o
<br /> REPORT ANY VARIA110NS TO iHE DESIGNER FOR RESULUTION PRIQR TO = �„� z"' '
<br /> C O N S T R U C 1 1 0 N. W R I T T E N O�P I S I O N S S t i A l 1 T A K E P R E C E D�I C E U V f R S C A L E D. SiDING � �Z �3
<br /> CaDES: 2015 INTERNA110NAL RESIDENIIAL C40E (IRC), 2015 WASHINGTqV STATE ENER6Y SHEAIFFNNG 2x2 PIqCETS SPACED SO THAT � �� ��
<br /> ' CnDE WSEC), 2d15 UN�OR1�1 PLUII�IG C0� (UPC), 2015 INTER�IATIONAL MECHANICAL ■ � �, ��
<br /> CODE �11iC), MIO ALL OTHER APPUCABLE CODES. A 4 SPHERE �IAY NOT PASS o � �,�
<br /> KWEE �tACES ARE REW�ED IF fLASHING FOR WATER TIGHTNESS �R�� �
<br /> STRUCTURAL• DISTIWCE FROIa GRADE TO TOP OF
<br /> SEISMIC ZONE Ot/02 �R FIG. R301.2(2) & ENaNEERING �T�� 4 � PT 2x LEDGER SA�IE DEPTH AS JOISTS � �
<br /> WINO (O�. B) BASIC SPEED: 85 MPH PER FIG. R301.2{4) }�'�5" LAG 80LTS, STAGGERED TUP dc 60T ❑o �
<br /> COMPOMENT/CLADOING LOADS /TABLE R301.2(2) �� � ��T � �E �, PER PLAN W/LUS26 JOIST HANGERS (3j 16d GALV. EA. PICKET TO �� .
<br /> Y�k�CHEVER IS GI�ATER i�SIST 20 PLF LOAO APPLIED
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<br /> TA�.E R301.5 MINIMUM UNIfORMLY OISTRIBUTED UYE LOAOS 2�-�y AT RIGHT AWGLE TO TOP �f °p �J � "
<br /> L O A D I N G L I V E �E A O T OT A L M E T A L C O L U�I N C A P Sf4x4 TREATED OR TREX DEqC�IG RNL
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<br /> ROOF (GRflUND SNOYM� 25 PSF 10 PSF 35 PSF ��
<br /> UNINHA8ITABLE ATTICS - N(} STORAGE 10 P� 10 P�' 20 PSF 2" NIN DECK JSTS PER PLAN SOUD BLKG 2x RIM JqST a �v
<br /> UNINHABITABLE ATTICS - LIMITED STORAGE 20 P� 10 PSF 30 PSF — — — — — — — — — — — � �
<br /> HA81TABlE ATfICS Ec ATi1CS w/FlXED STAIRS 30 P� 10 PSf 40 PSF �� �� � R
<br /> BALCOt�ES (EXTEf�OR) ANO DEq(S 60 PSF 10 PSF 70 PSF �� �� � �5/4x4 OIAGtI�lAL BRACNVG A UNOERSIDE
<br /> FlRE ESCAPES 40 PSF QF JqSTS W/(2)16d TO EACH ,JOIST BEAM�i PER PLAN POSIIIVE
<br /> GUARpRAILS/�IAN�tAILS 200 LBS AT TOP ANY DIRECTION
<br /> GUARORAILS IN-FlLL 50 LBS APPUED TO 1 SQ. FL SIt�PS()N LTf19 �4 LOCA110NS EVENLY CONI�CT TO COLUNN
<br /> PASSEPIGER VEHICHLE �ARAGES 50 PSF If ELEVATED 2,�0 LB PT. . OISTRI8UIED ALQNG DEq( �t t WITHIN 2'
<br /> ROOMS OTHER THAN SLEEPING R�ONS 40 PSf 10 PSf 50 PSF � 4s• KNEE BRACE OF EA. Et� �F IEDGER. HOLDOWN
<br /> SLEEPING R0011S 30 PSf 10 PSf 40 PSF `" OEVICES SHALL fULLY ENGAGE OECK
<br /> STAIRS 40 PSF 10 PSF 50 PSF �ST PT C4LUNN PER PLAN
<br /> OR 300 LB PL LOAD ON 4 SQ. IN. 36'+ THRU-BOLT W/ WASFIERS
<br /> Tt}P d� �TTOM X�'4x5" FULLY 1F�tEADED LAG SCREW
<br /> W/HVY WASHER. PREbRILLED W/YNV 3� � ,
<br /> ALL BEA61S, pRDERS, HEADERS, RAFTERS, dc ,�ISTS TO BE HEM FlR N0. 2 OR PENETRATION INTO TOP PLATE, S1UDS OR
<br /> BETTER AS NOTE� ON PUWS. GLUED LAMINATED TINBERS SHALL BE NMIUFACTURED �qp� o o ;
<br /> & IOENTIFlED AS REW�ED IN NTC A190.1 d� ASTM D3737. METAL COL BASE � �
<br /> PLYMIOOD �VDEX: C0. ROOF dc SUBFlOQR SF�ATHING PER TABLE R503.2.1.1(1). PT POST ao �c
<br /> WAl1 SHEATHIPIG PER TNBLE R602.3(3) dt R602.3(4). SHEATHING FASTENERS PER � m w
<br /> TABLES R602.3(1) � {2). a N
<br /> STRUCTURAL 11 E M B E R fA S T E N E R S P E R T A B L E R 6 Q 2.3(1). G R A D E o �
<br /> Ml000 IN {;ONTACT WI1H CONCRETE, I�AR GROUNO, OR W000 EXPOSED TO NEATHER TO
<br /> BE PRES�IRE 1REAlED OR NATURALLY Ot�tABIE WOOD PER R317. � z
<br /> CON(�tETE dc REBAR: .- �
<br /> CONCREIE FOOIING PER PLAW
<br /> REBAR TQ BE 60.0� PSI - GRADE 60 ASTN A706. WAl1 REBAR SHALL BE PLACED NO
<br /> CLOSER TO TIiE QUTSIDE FACE iHAN 7� TF� WAII. ililq(NESS. REBAR COVER PER Aq
<br /> 318. FOOTINGS TQ �AR ON 1500 PSF Y�Il�lllA1 UNDISNRBED SOIL. CaNCRETE TO BE -
<br /> I�t�NUM F'c = 2500 PS� A 28 DAYS (3,U00 PSI FOR GARAGE/CARPORT SLABS,
<br /> EXTERIOR PATIO �.ABS ON GRhOE, dc NEAIHER EXPOSED BASE�IT, FOUNOATION WALLS, ,
<br /> PURCHES, AND STEPS W/ 5X-7X AIR ENTRNNAIENT�. MINN�IUI� DESIGN EQUIY. F1UID
<br /> ��,� = 35 � � � �� ,��,�s. KNEE BRACE DETAIL DECK DETAIL .
<br /> USP STRUCTURAL CONNECTORS OF E4UIYALENT STRENGTH MAY BE END POST SCALE: 1/2"=1'-0" SCALE: t/2"=1'-0' �
<br /> SUBSTITUTEO FOR SIMPSON HOLDOWNS, STRAPS, ANQ CONNECTORS
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<br /> 2x4 TOP � �TTOM. ATTAqi TO 2x2 BALUSTERS. ATfA(�i TOP dc BOTTOW 2x4 TOP dc 80Tf01ri. ATTACH TO � �� �
<br /> t�11ARD POST ON IN9DE FA� r►/ qJARD POST ON INSIDE fACE rr/ � ,
<br /> (2)8d iFIREADEO NAILS OR (2)#8 x_�---� POST-FRAAI(E)T�FIREADED NA�ILS �/ 02135 (2)Sd THREADEO NAILS (�t (2)� x � 3 Q
<br /> ?J 4' iM000 SCREWS N O I�IINAL p � ?7�1 WOOD SCREWS d-�� y
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<br /> NOT NOTCH. 2x2 BALUSTERS. ATfACH TOP dc NUT NOTCH. ;
<br /> BOTTOW W/ {t)� W000 S(�iEW OR ' W w
<br /> (2�d POST-FRAME THREADED NNLS , 5/4x4 DECKING �
<br /> 5/4x4 DEqaNG w/ D.135 NONINAL 9I O
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<br /> SM�'SON DTT2Z OECK POST � 9 GUARO POSTS r/SIMPSON DTT2Z DEq(
<br /> COhaVECTUR � POST CONMECTt1R. ATTACH BLOCKING w./ tOd
<br /> 11�EADED NAILS TOP dc 80TTON, EA. SIOE
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<br /> o° o� 2J¢' MIN. - 5" NAX. 17�t I�IN. - 5' NAX. Y
<br /> 2' MIN. 2' MMI. ___ ,
<br /> DEq( JOISTS � �� W2�ERS RU-BOLTS �c �CK JqSTS
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<br /> SIYP�IN DTf2Z OEq( POST AT FlRST�VSEft40R SAY FR04� 2x BIOq(ING I'—'
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<br /> CaNNECTOR Q GUkRD POSTS w/SIMPSQN DTT22 DEq( �� .
<br /> �S� POST CQNtVECTOR. ATfAqi BLOq(ING w/ 10d �
<br /> THREADED NNLS TOP g BOTTOMi, EA. SIOE Q ��
<br /> GUARDS PER IRC R312 � �
<br /> auc� cua�o °U�°sT� r�� >30' aeo� �.aoR at a� tFvfl. eaow �s' � �z •
<br /> 36" MIN. HT. GUARORAII.IF > 30' ABV. GRADE. hIN. H�(�1T(AT OPEN SlDE UF STAIRYIAY 34' NIt�MUY o vs
<br /> POST �JOIST q1ARD POSTS MAY BE HANORAII REQUIRED FaR 4 OR NaRE RISERS. H�GNT MEASURFD FROIA N05NG.} SPACE Pft�CE15 SO 1HAT � �z
<br /> L�ATiONS L�A�p qr dh{� � 34'-39' HEIGHT HM�RA� tY"-2'i (� 4' � NAY NOT PASS 1tRU (43� SPHERE AT OPEN �-�
<br /> OF THE OUT�E J�IST (�NTit�lOUS fUL1 LENGTH OF STNRS. S�E OF STNR. TOP OF RAN.TO RESST 200 L8. LOAD IN U �'
<br /> POST � ANY DIREC110N Plp(Els OR �It�.L TO (�SIST 50 lBS (� �o
<br /> GUARO POST I I P P I.E D T O 1 S Q. F f. A R E A (P E R I B C 1 6 0 7.s.�). � �
<br /> RIM JOIST PoM JqST
<br /> SIMiPSdN DTT2Z DEq( POST t0. 2x4 BIOqC PIACE 1' BACK FR0�1
<br /> SIMPSdP! OT[2Z OECK POST C�NNECTOR ^�FRONT OF NOSIN6
<br /> CONNECTOR ��. , �
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<br /> GUARD POST TO RIM JOIST GUARD POST TO OUTSIDE JOISTL 2x PRES. TRTD. TREADS N� a�aE
<br /> BRACKETS TO PRES. TRiD. STRINGERS
<br /> GUARDRAIL PLAN VIEWS STAIR DETAIL
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