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GENERAL NOTES
<br /> (REV 11-27-2013)
<br /> ALL CONSTRUCTION MUST COMPLY WITH
<br /> 2012 IBC, 2012 IRC, AND 2012 WSEC. ° � o
<br /> �A� � o
<br /> �� � � o
<br /> L D , DES, ETC.* � � � m
<br /> � � �
<br /> �s v `''
<br /> ROOF LIVE LOAD - 25 � � ,� ,I
<br /> ROOF TOTAL LOAD - 40 � � 'o �
<br /> FLOOR LIVE LOAD - 40 , ,_, �
<br /> � � �
<br /> FLOOR TOTAL LOAD - 50 �
<br /> JOISTS - DF #Z / MFG I-jOISTS
<br /> STUDS - HF STUD
<br /> RAFTERS - HF #2
<br /> CONCRETE - 2500 psl -
<br /> SEISMIC ZONE - D
<br /> WIND SPEED - 85
<br /> EXPOSURE - B
<br /> FROST DEPTH - 24"
<br /> SOIL BEARING - 1500 psf
<br /> ATTIC VEN`fING
<br /> P�R R806
<br /> I2Af�"i'ERS AND`I'KUSSSES
<br /> * ' S/16"-1/2"ROOF'OSB PER PLAN OR I'RUSS MFG (/�
<br /> USE ENGINEER S DESIGN SPECS AND
<br /> CONNECTIONS WHEN DIFFERENT N�rLEv sa��r s°o.c.EUG�: �j �
<br /> AND 6"O.C.FIELD* VAUL'I'ED(RAI"I'ER)CEILING �
<br /> `CO HAVE R-3813AT"tS � � ��
<br /> CEILING`i'O HAVE R-49 � �
<br /> � � HURItICANE CLIP BLOWN IN INSULATION � �
<br /> SHEATHING SIDING AT EACH RAF'TER �
<br /> DECK RINI WALL �
<br /> LEDGER STUD FLASHING TOENAIL(3) 16d BOX
<br /> OR lOd COMIv10N �� �
<br /> \ JOIST EACH'I'RUSS OR • �
<br /> � fZAF"IER'I'O PLATE* � �
<br /> DECK f�LOOR HEADER PER PLAN
<br /> lotsz� loisr � Q
<br /> DEGK 5/16"-1/2"WALL OSf3 INSULATED WALLS TO BE '�
<br /> JOIST NAILED 8d AT 3"O.C.EDGE �6 HF#2 A'I' 16"O.0 •�
<br /> AND 6"O.C.I�'Ii;LD* WITH R-21 f3A't"I'S � �
<br /> � �
<br /> ALL CONNECPIOI�rS PER TABLE R602.3 1 � �
<br /> .,..�
<br /> C/�
<br /> R507 � � -
<br /> ll`I"T2 WiTFI THRU DTT2 WiTH THRU 2-1
<br /> D3 ROD AT EACH END ROD AT EACH END
<br /> OF DECK LEDGER OF DECK LEDGER
<br /> TRUSS OR RAFTER
<br /> R507 LUS HANGERS SHALL
<br /> DTT2 FROM FLOOR NOT OVERLAP I30LTS R311.7.8 PLY�VOOD FLOOIZ DIAPIIRAUM
<br /> JOIST TO DECK JOIST AT' _. CONTINUOUS 1-1/4°-`L" GLUED AND NAILED WITH 1-1/`L" -16d AT 16"O.C.SOLE PLYWOOU FLOOR DIAPHRAGM
<br /> EACH�ND OF LFDGER o 0 0 0 0 o DIAME`I'ER HANDRAIL -16d A`l' 16"O.C.SOLE RING OR SCREW SHAIVTK MIN PLATE TO JOIS'I'S OR GLUED AND NAILED WIT'H 1-1/2"
<br /> SEE DLTAiL D`3 A�30VE I Io 0 0 0 0 o REQUII2ED ON AT LEASi' PLA`t'E`TO JOIS`I'S OR 12.5 ga(0.099")SHANK DIA. BLOCKING* i2ING OR SCR�W SHANK 1VIIN
<br /> R507.2.1 ONE SIDE AND TO BE � DOU[3I,E JOIST BLOCKING* -END NAIL(2)16d 125 ga(0.099")SHANK DIA. �
<br /> BETWEEN 34°AND 38" LSC CONNECI'OR A`I'TOP OF -END NAIL(2) 16d SOLE I LAI'E
<br /> LEDGER BOLTED`I'O RIM WITH 1/2"LAG BOLTS S`PAGGERED 18"O.C. VER`ITCALLY ABOVE OR EQUAL S`I'AIRS SULL YLAT'L TO EACI-I S'i'UD*
<br /> AND MIN 2"FROM TOP,MIN 3/4"FROM BOTTOiti1,5"MAX SPACING TREADS T'O EACH STUD' �
<br /> VER`I'ICALLY AND N1IN 2"PROM END
<br /> R312.3
<br /> 4"SYHERE MAY NO`I' �
<br /> UT"I�2 1'-6"�" PASS THOUGH RAIL RIM JOIST TOE NAILED I^�i
<br /> MAX
<br /> i FLOOR JOISTS TO TOP PLATE WI`i'H �
<br /> R302.7 SOF��'IT BOARD YER YLAN �a A'['6"O.C.� FLOOR JOIS`I'S PER PLAN H
<br /> y� 2x4 TOP I 1VIIN i/2"GWI3 �
<br /> �O � PARALLEL RAIL W/ � UNDER STAIRS SHEAR WALL �
<br /> SFiEATHING I�APS � n
<br /> � �YUt1I' 16d TO `r' R-SO BA'I`I'S DOUBLE TOP I LAi'E
<br /> � 2x12 S`I'RINGER RIM OIST* �
<br /> EACH 1 WITH(2) 16d TO
<br /> � WI`I'H 2x4 SPACER DOUBLE TOP YLATE Wii'H(2)16d`I'O EACH S`TUD* �
<br /> PERPENDICULAR PICKET � OR iYIUD SILL WITH(3)8d`I'OLNt�ILf�U EACH JOIST* EACH STUD(lOd AT
<br /> R311.7.5
<br /> 4x4 POSTS �YU�r -RISEK SHALL FiE NO NTORE THAN 7.75" N ERSEC`I'IONS)* �1 . I
<br /> TO BE MAX -TREAD SHALL BE NO MORE THAN 10" h-+�i
<br /> 6'-0"O.C. -GREA'I'EST I2ISER OR TREAD SHALL NOT' ALL CONNECTIONS PER`PAI3LG R602.3(1 ALL CONNECTIONS PER TABLE R602.3 1 � �
<br /> EXGLED THE SMALLLS`L'BY 1VIOI2E`I'Hf1N 3/8" � �
<br /> 2X'L PICKETS WITH(2)
<br /> 1/4"x3"LAG BOLTS �
<br /> D2 DECK DETAILS PER R502.2.2 1-3 TrYPICAL STAIRS 1_2 T`YPICAL CANTILEVER 1_1 WALLS TO FLOOR � � -
<br /> � W
<br /> � �
<br /> � � w
<br /> � iNSULA'CED WALI.S`I'O BE WALL' WALL* R317 TREA`i'ED SILI.PLAT�
<br /> SEE DET'AIL D2 FOR ItAIL AND LEDGER CONNECTION DETAILS 'PAI3LE R602.3.1 PLYWOOD FLOdR DIAPIiRAGN1 2x6 HF#2 AT 16"O.0 R4031.31 R317'I'I2EATED SILL PLATE R4031.3&R403.1.31 R403.1.6.1 � ^
<br /> GLUED AND NAILED�UITH 1-1/2" TABLE 602.31 WITH R-'L1 BATrI'S v1IN 1 No.4 BAR NOT •� NTIN 1 No.4 BAR I�rOT , �
<br /> (3)8d FROM SOLID � � � IABLE R403.1.6.1 � ) 1/2°CAST-IN-1 Lf10E
<br /> FLASHING BLOCKING TO BEAM RING OR SCREW SHANK MIN - I'U�:NAIL(3)8d EACH NIORE THAN 48"O.C. 1/2"CAST-IN-PLACE MORE THAN 48"O.C. „h( �
<br /> SEE DETAIL I �X�2 PT Zx8 JOIST'S 12.5 ga(0.099")SHANK DIt1. JOIS`I'TO SILL' THE VERICAL BAR THE VERICAL BAR ANCHOR BUL`I'7" �
<br /> BACKSPAN A`I'16"O.C. -16d AT 16°O.C.SOLE PLY�VOOD F�'LOOR ANCHOR BOLT 7"INTO INTO CONCRE`t'E
<br /> D3 ABOVE � SHALL EXTEND 3° CONCRETE MAX 72"O.C.* SHALL EXTEND`3"
<br /> PLOOR JOISTS 1 L,r1TE TO JOISTS OR DIAPHI2�IGM GLU�;D AND CLEAR OF THE BO`I'T'ONI ' NIAX 72"O.C.(1 S`I'URY)
<br /> LUS HANGER EACH �X`L4"CAN'P BLOCKING� NAILED WITH 1-1/2°RING
<br /> R5061 1 1 M OR 48"O.C.(2 S`I'ORY)� r,. �
<br /> PER PLAN WITH OP POOTING,WI'I'H OF FOOTING,WITH
<br /> JOIS'C TO LEDGER rUR JOIS`I'S R-30 BATTS -END NAIL(2) 16d OR SCREW SHANK MIN S`i'ANllARD HOOK �°CONCRETE SLAB STANDARD F-IOOK ',> WALL ��
<br /> SOLE PLATE 1'L.5 ga{0.099")SHANK DIA. �':['I:NDING MIN 14" � '+r` ;.;�e'';;:.':.""::�,� R506.2 EXTENDING MIN 14° �•� ` R404.1.4.2' f'j'� �
<br /> AC CAP PT 4x10 WITH 4�c10 DF#2 BEAM U.N.O. 2x4 GUSSET EACH SIDE OF TO EAGH STUD* IN'I'O STEM WALL. ' ° 4 MIN 4"BASE ` �
<br /> (OR EQUAL) �.• �. INTO S'I'EM WALL. ; 96"Mt1X WALL I IT WITfI r_,
<br /> MAX 12"CANT POST NAILED WI'I'H(3) lOd '! :`< f • COURSE AND - UNI3ALANCED I3ACKPILL NOT' I�-� -
<br /> R404.1.2 �VALL * • n ii'i�iriii iri-i ��
<br /> PT 4x4 POST OR OVER POSTS POST TO PAD CONNECTION: TO EACH MEMBER � ) � I-ITI=111��1=1T(��Ik6mm VAPOR ���-i�l 111�-11f= ,� , �I'p gXCEED 48"
<br /> 6x6 IF OVER 14FT R:317 T'REATED SILL PLATE -(1)#4 HOR.IN �'� . >•,: ����-�T��i-�' g�TARDER �T=11i II-11. �; �
<br /> A23 WITH 1.5"x3"LAG BOLTS R317 UPPER 12" � �TI �I-1�1=� • � (1)Jk4 FIORIZONTAL IN UYI LR 12"
<br /> A N D R A M S ET NA I L S T O P A D + , I'L O O R J O I S T S P E R '1=1 1I-III-I C T�_ �-j�_�--_iH BETWEEN R�0 5 �T������ +. A N ll N E A R M I U H E I G HT O F W A L L �f'�
<br /> AB ANCHOR PT 4x4 POSTS OR 4x6 TYYIAL SLAB ; PLAN WIT'H R-30 BAT"I'S -Il1-,�T-1T= I-I�' BASE AND DRAINAGL (11=1I1=1 -� : 6° UNDER 54",OTI-I�RWISE 7.5"
<br /> A T S P L I I'IN B E A M S A N D B A S E � ' ` � !'
<br /> (OR EQUAL) - .__ :.,. 12=�05 �II I��-1TI- 1=I I I.� SLAB SYSTEM - ' , �
<br /> �li�l!-��� 1=11r=� �VAPORBARI2IER
<br /> =11 . °.` -'.'-' 111=1,L1,_i--,I� _CIII II-111=11l=11 t DRAINAGE '��I ������� . � Ti-11(= '�!"'' 11= �
<br /> _���� �: . .. � � a r�7�=111—�.. � ..��� I _III-IT—I�1i=11(=T �I ���� 'r..... WSEC IZ��Z.1.1 . i .
<br /> �- ". ...' � ..- .
<br /> NIIN 18"x18"Olt 18" _� p , .... .._ I1=1((=�=11 r,_ PRO'I'ECT BOTTONI I- ,. . .;....� WSEG 5021.6.7 I HI1= =I1=117-I ,.. , `TYPIAL FOUNDATION SYS'I'EM ��°�° . ', .: '•o':�-i-R[GID R10 INSULA`I'ION ,, +:°`...'� �
<br /> -I I �. .., ; . I-�1=1I1-11�Ii-f-1 i� OF POSTS WITH �� � �__i 6 MIL Vt1POR BARRIER �-� _�-�J_� � WALL AND FOOTING* ' ' • '` � EX'PEND DOWN NIIN 24" FOOTING* "�
<br /> ROUND FOOTING. - :, '. '; . •;� ��(=T(=I-I I�, �1� -II �II-THI • FOOTING` �` : :� .: �-
<br /> BUT'T�pM pF =11 ' ' `� •' I-II I�I��-�� 901b FELT THROUGHOUT CRAWL 11=�111-I .. OR`I'O FROST LINE R403.11
<br /> 1=1 :.'; ."� '�: I:"' III�I�JIL=111—�IC-11E .� • ' : R40311 �u Q2-16-2016
<br /> F'00'I'ING`I'O BL MIN-II '' I-111=111�11=111JIL— R4031.4 SPACE WI`I'H T'APED If�l�_._�{ �l ,.';.:�; '.�'.';.: I �I �IIN6xi2(1 SI'ORY)6x15('L S"I'ORY)bx23(3 S'PORY)GONC.I�TG.
<br /> � >:,':.;'.� � �,.':,; I I-1(i—T=�-1I L=1� �IT=1I��I �.� �` � I=11= �IIN 6x12{1 SI'OKY)6x15(2 STORY)6x23(3 STORY)COivC.FI'G. R4031.3
<br /> 1`L"I3ELOW GRADE. FI'G NIIN 1`2"f3ELO�V UNDISTURI3�D SOIL OVERLAP AT JOINTS �II—TI=111—I °':�,i'• �'•.,°.�. !— R403.1.3 RE`TISED
<br /> II > I—III—III—II�-111=1�" —�11�=11 � ��I (1)WI"1'FI 1�Io 4.CON'1'INUOUS ULIN3"CLEr1RI�RON1 f30`ITOM OF F`CG
<br /> '"Tr�"-�("�_ :::. , P -�_�_-�-_��_�� OR F120S't LINE(WHICHEVER IS D��PER) — T � —m- (1)W1T'H No 4.CONTINUOUS MIN 3"CLEAR FKONI I30'iTOM OF F"lG
<br /> ��'�—�i—I11=1TT=�—����� K403.1.4 FTG MIN 12"I3ELOW UNDISTURBED SOIL OR FROST LINE 09-02-16
<br /> — FI'G MIN 12"BELO W UNDIS'I'URBED SOIL OR FKOST LINE (WHICfIL:VER IS DEEPER)
<br /> (GVHICIIEVEK IS DEEPER)
<br /> D1 TYPICAL lOx8 DECK 0-4 INTERIOR BEARING IN CRAWL SPACE 0-3 FLOOR AND WALL AT GARAGE 0-2 FOUNDATION WITH SLAB FLOOR 0-1 FOUNDATION WITH CRAWL SPACE
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