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(a��'�No�s (REV 07-01-2016) ORIENTATION OFSTUD MIi�]IMUM 24"WOOD
<br /> MINIMUM 24"WOOD MAY VARY SEE FIGURE GYPSUM WALLBOARD AS STRUCTURAL PANEL
<br /> STRUCTURAL PANEL SEE TABLE R602.3(i) R60Z.3(2) CONTINUOUS WOOD STRUCTURAL RE UIRED A\iD INSTALLED (BOTH EDGES AT CORNERS)
<br /> ALL CONSTRUCTION MUST COMPLY WITH Fox FasTENZNG PANEL SRACED WALL LINE IN�CCORDA�\TCE WITH
<br /> 2015 IBC, 2015 IRC, AND 2015 WSEC. c�pTER� o 0
<br /> ORIENTATION OF STUD 16d NAIL � � �
<br /> MAY VARY SEE FIGURE � 2 ROWS AT ��
<br /> I'o1�s, CT�lDES, �'TC.* 16d NAIL R602.3 2) 1�6d ZAIOLC�- 24 p.�. SEE TABLE R602.3(1) a � � �
<br /> GYPSUM WALLBOARU AS �S
<br /> ROOF LIVE LOAD - 25 AT 12"O.C. REQUIRED AND INSTALLED SEE TABLE R602.3(1) OpTIONAL BLOCKING FOR FASTENING � � � �y
<br /> FOR FASTENING �
<br /> IN ACCORDANCE WITH FOR GYPSUM WALLBOAI2D � � �
<br /> ROOF TOTAL LOAD - 40 c�P�'ER 7 v � �� "'
<br /> FLOOR LIVE LOAD - 40 pP`rzoNA�.NON- ,.� � o �
<br /> � �--STRUCTURAL �' � ,�
<br /> � MINIMUM 24"WOOD _________ FILLER PANEL
<br /> FLOOR TOTAL LOAD - 50 _ _ � STRUCTURAL PANEL ---- " � � `� �
<br /> JOISTS DF #2 / MFG I-JOISTS OPTIONAL NON- CONTINUOUS WOOD STRUCTURAL
<br /> STRUCTURAL PANEL BRACED WALL LINE GYPSUM WALLBOARD AS FASTENERS ON BOTH
<br /> STUDS - HF STUD FILLER PANEL REQUIRED AND INSTALLED CONTINCJOUS WOOD STUDS AT EACH
<br /> IN ACCORI�ANCE WITH STRUCTURAL PANEL P�EL EDGE
<br /> RAFTERS - HF #2 SEE TABLE R602.3(1) CHAPTER 7 BR.ACED WALL LINE
<br /> C�NCRETE - 25a� PSl FOR FASTENING
<br /> . SEISMIC ZONE - D � FIGURE R602.10.4.4(1) �� FIGURE R602.10.4.4(1) � FIGURE R602.10.4.4(1)
<br /> WIND SPEED - 85 TYPICAL EXTERIOR CORNER TYPICAL EXTERIOR CORNER TYPICAL EXTERIOR CORNER
<br /> EXPOSURE - B FRAMING FOR CONTINUOUS SHEATHING FRAMING FOR CONTINUOUS SHEATHING FRAMING FOR CONTINUOUS SHEATHING
<br /> FROST DEPTH - 24"
<br /> SOIL BEARING - 1500 psf ATTrc vErrrzN�
<br /> PER R806
<br /> RAFTERS AND TRUSSSES
<br /> * USE ENGINEER'S DESIGN SPECS AND PER PLAN OR TRUSS MFG
<br /> 3/8"- 1/2"ROOF OSB �
<br /> CONNECTIONS WHEN DIFFERENT N�zLED sa�T 6°O.C.EDGE
<br /> AND 12"Q.C.FIELD* VAULTED(RAFTER)CEILING b.A
<br /> TO HAVE R-38 BATTS � ''�
<br /> . � v
<br /> CEILIN�TO HAVE R-49 CJ� �
<br /> HURRICANE CLIP BLOWN IN INSULATION �
<br /> R507 SHEATHING SIF�ING AT EACH RAFTER � O�
<br /> PT 2x8 \ �, TOENAIL(3} 16d BOX
<br /> b.A
<br /> DECK WALL ` �\OR lOd COMMON �
<br /> RIM � STUD FI,ASHING � �
<br /> LEDGER JOIST �� � EACH TRUSS OR
<br /> DECK FLOOR \ ` I ` HEADER PER pLAN PLATE* � � �
<br /> JozsT
<br /> / DECK ,/� �
<br /> /JOIST
<br /> JOIST 3/8"-1/2"WALL QSB � \ INSULATED WALLS TO BE �
<br /> NAILED 8d A'I'6"O.C.EDGE �Zx4 HF#2 AT 16' O.0 p� , �
<br /> AND 1Z"O.C.FIELD* WITH R-22 RIGID JM PFS n ��
<br /> R507 i�
<br /> PT 2x8 ALL CONNECTIONS PER TABLE R602.3 1 �
<br /> P"�`1 r�
<br /> R507 R507
<br /> •,-I
<br /> DTT2 WITH THRi3 DTT2 WITH THRU v
<br /> D3 ROD AT EACH END ROD A'I'EACH END 2-1 TRUSS OR RAFTER � �
<br /> OF DECK LEDGER OF DECK LEDGER
<br /> R507 LUS HANGERS SHALL R312.1 GUARDS PLYWOOD F'LOOR DIAPI-IIZAG�YI
<br /> DTT2 FROM FLOOR NOT OVERLAP BOLTS AT OPEN SIDED WALKING SURFACES GLUED AND NAILED WITH 1-1/2"
<br /> JOIST TO DECK JOIST AT -16d AT 16"O.C.SOLE PLYtiVOOD FLOOR DIAPHRAGNI
<br /> NOT LESS THAN 34"IN HEIGHT -16d AT 16"O.C.SOLE RING OR SCREW SHANK MIN PLATE TO
<br /> EACH END OF LEDGER o I o ol I o ol I� MEASURED VERTICALLY FROM A PLATE TO JOISTS OR 12S ga(0.099")SHANK DIA. JOIS`PS OR ULUED AND NAILED WITH 1-1/2"
<br /> SEE DETAIL D3 ABOVE o 0 0 0 0 o LINE CONNECTING THE LEADING BLOCKING`
<br /> R507.21 EDGES OF THE TREADS. / DOUBLE JOIST BLOCKING' RINU OR SCREW SHt1NK MIN
<br /> -END NAIL(2)16d 12.5 ga(0.099")SHANK DIA.
<br /> LSC CONNECTOR AT TOP OF -END NAIL(2)16d SOLE PLA�'E
<br /> PT 2x8 LEDGER BOLTED TO RIM�VITH 1/2"LAG BOLTS STAGGERED GUARDS SHALL NOT qR E UAL STAIRS SOLE PLATE
<br /> 18"O.C.AND iVIIN 2"FROM TOP,MIN 3/4"FROM BOTTONI,5"MAX ALLOW PASSAGE � � TO EACH STUD* TO EACH STUD*
<br /> SPACING VERTICALLY AND MIN 2"FROM END OF A SPHERE 4" / �
<br /> R312.3 IN DIAMETER. �"
<br /> DTT2 1'-6"—�' 4"SPHERE MAY NOT
<br /> �M� PA55 THOUGH RAIL � RIM JOIST TOE NAILEU
<br /> TO TOP PL,ATE WITH -___,,_
<br /> � � SOFFIT BOARD � PERORL�JOISTS g�AT 6"O.C.* I'LOOR JOISTS PER PLAN
<br /> 2x4 TOP SHEAR WALL �
<br /> `D � PARALLEL RAIL Wf ! SHEATHING LAPS
<br /> m 2xi2 STRINGER R-30 BA`I"TS DOUBLE TOP PLATE �
<br /> '� LAYOUT 16d TO z RIiVt JOIST* WITH(2)16d TO
<br /> � EACH `" DOUBLE TOP PLATE WITH(2)16d'I'O EACH STUD*
<br /> � PERPENDICULAR PICKET � UR MUD SILL WITH(3)8d TOENAILED EACH JOIST` EACH STUD` „
<br /> R311.7.5
<br /> 4x4 POSTS �Y�� � -RISER SHALL BE NO MORE THAN 7.75" �
<br /> 'I'O BE MAX -TREAD SHALL BE NO MORE THAN 10"
<br /> 6'-0"O.C. o o ° -GREATEST RISER OR TREAD SHALL NOT ALL CONNECTIONS PER TABLE R602.3 1 ALL CONNECTIONS PER TABLE R602.3(� Q�
<br /> EXC$ED THE SMA.LLEST BY MORE THAN 3/8" C/a �
<br /> � �
<br /> 2X2 PICKETS WITH(2) �
<br /> i/4"x3"LAG BOLTS �
<br /> D2 DECK DETAILS PER R507 1-3 DECK STAIRS 1_Z TYPICAL CANTILEVER 1_1 WALLS TO FLOOR � W
<br /> �
<br /> — � �
<br /> � �i
<br /> � INSULATED WALLS TO BE WALL* WALL* R317 TREATED SILL PLATE [�f �
<br /> TABLE R602.3.1 PLYWOOD FLOOR DIAPHRAGM 2x4 HF�2 AT 16"O.0 R403.1.3.1 R317 TREATED SILL PI..ATE R403.1.6.1 � �
<br /> SEE DETAIL D2 FOR RAIL AND LEDGER CONNECTION DETAILS R4031.3&R403.1.3.1 �
<br /> 8d @ 6"O.C.FROM SOLID GLUED AND NAILED WITH 1-1/2" TABLE 602.31 WITH R-22 JM RIGID i�IIN(1)No.4 BAR NOT TABLE R403.1.6.1 iVIIN(1)No.4 BAR NOT' 1/2"CAST-IN-PLACE �
<br /> �� BLOCKING TO BEAM RING OR SCREW SHANK MIN -TOENAIL(3)8d EACH MORE THAN 48"O.C.
<br /> FLASHING �{;; 1/2"CAST-IN-PLACE MORE THAN A8°O.C.
<br /> PT 2x$JOISTS 12.5 ga(0.099")SHANK DIA. JOIST TO SILL* THE VERICAL BAR ANCHOR BOLT 7" �
<br /> � SEE DETAIL �' �\ AT 16"O.C. -16d AT 16"O.C.SOLE PLYWOOD FLOOR ANCHOR BOLT 7"INTO THE VERICAL BAR INi'O CONGRETE
<br /> PLATE TO OISTS OR DIAPHRAGM GLUED AND SHALL EXTEND TO THE SHALL EXTEND TO THE
<br /> D3 ABOVE _� CONCRETE MAX 72"O.C.* MAY 72"O.C,*
<br /> FLOOR JOISTS J BOTTOM OF FOOTING, BpTTOM OF FOOTING, �
<br /> � LUS HANGER EACH PER PLAN WITH BLOCKING* NAILED WITH 1-1/2"RING �,�rITH STANDARD HOOK R506.3 WITH STANDARD HOOK ,<
<br /> I JOIST TO LEDGER R-30 BATTS -END NAIL(2) 16d OR SCREW SHANK MIN EXTENDING MIN 14" 4"CONCRETE SLAB EXTENDING NIIN 14" , WALL N
<br /> SOL$PLATE 12.5 ga(0.099")SHANK DIA. INTO STEM WALL. F.` ' R5Q6.2 • ' � �
<br /> AC CAP TO EACH STUD* I•:i; MIN 4"BASE INTO STEM WALL. = R404.1.4.2
<br /> � PT 4x8 WI'I'H 4x10 DF#`L BEAM U.N.O. 2x4 GUSSET EACH SIDE OF l(�( � -96"MAX WALL HT WITH
<br /> MAX 12"GANT (OR EQUAL) POST NAILED WITH(3)lOd U I I�� iii ii'� i�� �ri ��� i�i i COURSE AND „ .' UNBALANCED BACKFILL NOT �
<br /> OVER POSTS TO EACH MEMBER �J�) R403.1.3(WALL)* " �• � � ���-��1=111 III III'6mm VAPOR �ir�ll-111-111 �
<br /> POST TO PAA CONNECTION: R317 TREATED SILL PLATE -(1)n4 HOR.IN I �, i I-1I I 111-��ITI�,II ��TARDER illl-111=111=11 EXCEED 48
<br /> PT 4x4 POST OR A23 WITH 1.5"x3"LAG BOLTS II - 1�1=f11 II I-T-I � -111=1TI=111 `, (O#4 HORIZONTAL 1N UPPER 12"
<br /> R317 UPPER 12" I III��-III ITI-� ' BETWEEN ���-1�-� ��
<br /> 6x6 IF OVER 14FT AND RAMSET NAILS TO PAD � . FLOOR JOISTS PER '1=111=111-I� I ITI=1fl� I-�' R405 =� ��f ��� •'- -6"UNDER 54"OR BY TABLE
<br /> PT 4x4 POSTS OR 4x6 TYPIAL SLAB - I� � BASE AND
<br /> AB ANCHOR PLAN WITH R-30 BATTS 111=T�(_IIl I II1=111=111�� DRAINAGE 111�11=1 �= R404.1.2(2),OT'HERWISE 7.5"
<br /> �� AT SPLIT IN BEAMS AND BASE �� JI 1=111-111=1(I I Ili-1(I-i SLAB �. ���-�����
<br /> (OR EQUAL) , , �� .:�,�-, R405 =111-III , � III-IIf-��' SYSTElYI � -�I "'
<br /> ,,,_��� ��� • -111= � � .� 1��=�ii=ii�= II III �=111-II_II DRAINAGE '� III �-III- T-VAPORBARRIER
<br /> . ��i-fll.,l11=11f=111-IIf T��,. T � .-'� � ll: lII-1l1=1T1-il(=111 S�, �� , �-TWSEC R402.1.1 �,
<br /> ,, II1-"'�"'-;' " "' "' �-�:°. ; �_.- _ PROTECT BOTTOM ii=i " .. .' ��SEC TABLE 4Q2.4.1.1 11=111=1_I1=1TI=111=11 �: TYPIAL FOUNDATION f ;'' III:RIGID R101NSULATION y � � �s` '' :: ' '
<br /> �-111-111=MIN 18 x18 OR 18 1 � ��-���-�. OF POSTS WITH �T���-���-iii �II=11����CLASS I BLt1CK VAPOR III��I��II�Iill�ill�l � WALL AND FOOTING* S FOOTING" ;��:':. . " TEND DOWN MIN 24" FOOTING
<br /> �-111=111=11f ROtJND FOOTI�IG. � d ���-�f�-'- - =BARRIER THROUGH- '; ` - _ 1� EX R40311
<br /> -III-III-1Tl= I ' • I_III-III 901b FELT II ill-III-III . u u ORTO FROST'LINE
<br /> III 111=111=11f BQTTOYI OF I ' III-III III OUT CRAWL SPACE -III-I 111=11I III-II' R403.1.1 MIN 6x12(1 STORY)6x16(2 STORY)6x19(3 STORI�CONG.FTG. 06-O3-ZOI�
<br /> ' I-I I I-I I I-I I I- � , • I-111=111=1 R403.1.4 1=11I-111=1I�- ; ? I 1=11I; 1VIIN 6x12(1 STORY)6x15(2 STORI�6x23(3 STORI�CONC.FTG.
<br /> III—III—III—I II:FOOTING TO BE MIN_� �'. . — — � WITH TAPED OVERLAP R4031.3
<br /> I I I I 111=111 FTG MIlv 12' BELO�V ttNDfS'rURBED SOIL �=T—I I I—I I ' :•..� I I I— R403.1.3
<br /> =111=111=111=.12"BELOW GRADE. I .`: '".• : 1=11(=11(: AT OINTS —��—���=iii= - ,- ,— ��III—I� (1)WITH No 4.CONTINUOUS MIN 3"-4"FROM BOTTOM OF FTG REVISED
<br /> OR FROST LINE(WHICHEVER IS DEEPER) J - -�—�i r- (1)WITH Na 4.CON'PINUOUS MIN 3"-4"FROM BOTTOiVI OF FTG
<br /> =111�111=111—in—iii—iii—�iriii—iii—ui=1�:;;.;':.. '.'. ' 111=111= R4031.4
<br /> '�=1I I;I I L=1I 1=1I 1=1 I I-1I�-1I I-1I1=1I I— ' ' ' '1="- R403.1.4 FTG MIN 12"BELOW UNDISTURBED SOIL OA FROST LINE 09-28-2017
<br /> "_�I I_I I I,��I I1=1 I I-1�I-1 I1=1I_I=1I I-1I I�;,I I1,=1��_"" FTG MIlV 12"BELOW UNDIS`I'URBED SOIL OR FROST L1NE
<br /> =ii1=1II—ii1=1II—iIi Iii— (WHICHEVERISDEEPER)
<br /> ^ — — (WHICHEVER IS DEEPER)
<br /> D1 TYPICAL lOx8 DECK 0-4 INTERIOR BEARING IN CRAWL SPACE Q-3 FLOOR AND WALL AT GARAGE 0-2 FOUNDATION WITH SLAB FLOOR 0-1 FOUNDATION WITH CRAWL SPACE
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