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I V `A I L I I ROOF NAII INC-
<br />---
<br />PER PLAN 2x6 OUTRIGGER ROOF NAILING--\ 2x BLKG W/ VENT HOLES
<br />BLKG W/ VENT HOLES PER PLAN 2x6 BLKG A\ CLIP-----_ _ 4 -0 MAX _ _ROOF NAILING PER PLAN
<br />- - ) �,� 2" DEEPER THAN TRUSS
<br />AT 24" 0, C. 1 \ A T 6 0. C. I PER PLAN _- TOP CHORD
<br />2 DEEPER THAN TRUSS ALIGN W 10d AT b ' 0. C, TO BA\� RAFT 1� /
<br />� 3 2 CS16x4'-0" W/
<br />-4 0 MAX I _ N W/ (2)TRUSS BAY BACKSPAN EA SIDE OF BLKG A i �111
<br />TOP CHORD �` � SH\THING , � v
<br />r T - I SHEAR TRUSS OFFSET OF WADI V (22)8d NAILS EA \ ��
<br />ROOF SHEATHING AND\/ -��� DESIGN FOR 200 PLF� \ SHEAR TRUSS OVER WALL-,(2)2" THRUM = I A34 PER PI AN ROOF SHEATHIN
<br />- ��
<br />3'--O" MAX OVERHAN
<br />2x4 PLATE W/ 16d A T�
<br />6" O.C. INTO TOP PLATE
<br />JLTP4 PER SCHEDULE
<br />r
<br />(16" O.C. MAX)
<br />NAILED INTO
<br />TOP PLATE AND RIM
<br />SHEARWALL SHEATHING
<br />AND NAILING PER PLAN
<br />ROOF SEC Ti ON
<br />16d PER SCHFDUIF
<br />(6" O.C. MAX
<br />1%" LSL RI
<br />NON-STRUCTURAL CHANNEI
<br />PER ARCH WHERE OCCURS
<br />CONNECT TO RIM W/ 2" O
<br />THRU BOLT AT 48" O.C. MIN
<br />r��LTP4 PER SCHEDULE
<br />(16" 0. C. MAX'
<br />NAILED INTC
<br />TOP PLATE AND ft
<br />FLOOR SECTION
<br />SW SHEATHING AND
<br />NAILING PER PLAN
<br />NAMING PER PLAN V �j '%\ n DESI\ FOR 200 PLF BOLTS �'
<br />-_� AXIAL LOAD
<br />r
<br />I
<br />L_ AXIAL LOAD \ T - !' -
<br />\� ` 1 MIN —A34 EA ��
<br />LTP4 AT 24" O.C, 2 MAX OUTRIGGER X 16d AT ��
<br />\x4 BLKG TO
<br />SHEATHING I �/ D\\ STOP T ALANCE PER 2/S4 RECEIVE STRAP
<br />W/ 8d AT 6" O.C. OR (3)16a' 2x4 LADDER - 6 O.C. PER ARCH ail PER'
<br />\ X / NAILING
<br />- ! ARCH 1
<br />SHEAR IRUSS FLUSH FRAMING 1
<br />W SHEATHING BELOW ( W A34 EAF--16d AT ,I BARGE RAFTER
<br />/ / Z�i2 " i IIN /
<br />' v �x, - 6 O. C: i r� P\ PLAN �
<br />(DESIGN FOR 250 PLF) END A / T
<br />_- �� %" KNIFE PLATE
<br />_--L . 4-- a
<br />TRUSS PER PER PLAN DROPPED- DROPPED TRUSS J A35 AT
<br />6 �_ �, 4x4 BLKG TO RECEIVE
<br />ENS \ 2.4" O.C. MAX 1 „
<br />GABLE END 1 SHEATHING NAILING 1� TYP
<br />TRUSS 2x4 BRACE 9Y 2x BLKG BETWEEN
<br />�H25 EA TRUSS OR A T 8'-0" 0. C. - / li „' r-� ��.-1 ,�
<br />SDWC15600 INSTALLED SHEAR WALL MAX LADDER FRAMING SHEAR WALL— 3/2 STD PIPE BRAG - ,, --ram / KNIFE PLATE
<br />LTP4 Al NOTCH EA END z T ' k
<br />PER MFR SPECS. �-A34 EA, SIDE PER PLAN PER PLAN Q, z
<br />24" 0, C. FOR KNIFE PLATE L-i
<br />NAIL TO BRA\ I� �I
<br />C
<br />SCREW TO PLATE
<br />1 F J
<br />STUD PER PLAN W gx2„ %"0 THRU BOLTS 1 2" TYP PER
<br />/ CENTER IN BRACE
<br />OFFSET SHEAR TRUSS TYPICAL SHEAR TRUSS EA END ARCH
<br />SCALE 3/4" = 1'-0"
<br />PROVIDE 1%" LSL BLKG
<br />AT 48" O.C.
<br />AT PARA. CORD
<br />OOR _
<br />LTP4 NOT REQUIREDI
<br />IF BTM SHEATHING
<br />LAPS RIM, 2" MIN
<br />OR TOP SHEATHING
<br />NAILED TO
<br />TOP -TAT PLATE
<br />ROOF SECTION
<br />SCALE 3/4"
<br />WALL WHERE-"16d PER SCHEDULE
<br />- �
<br />(6" O.C. MAX)
<br />OCCURS
<br />FI-OOR NAILING
<br />1 2" LSL RIM PER PLAN
<br />SUB LOOR A,
<br />NOTE:
<br />AT SIM SECTION,
<br />STAIRWELL IN LIEU
<br />OF FLOOR JOISTS
<br />ON SHEATHING SIDE
<br />AT PARA COND
<br />FLOOR SECTION
<br />A35 PER SCHEDULE
<br />(16" O.C. MAX)
<br />WHERE OCC
<br />FLOAT NAILIN
<br />PER PLA
<br />1%" LSL R
<br />STAIRWEL
<br />16d TN-/
<br />AT 6" O.C.
<br />SCALE 3/4" = 1'-0 S4 SCALE 3/4" = 1'-0"
<br />-2x6 PT PLATE
<br />W/ %"T A. BOLT PER SCHEDULE
<br />W/ WASHER PER S1
<br />MASAP ANCHORS AT A. BOLT
<br />(2) #4H AT TOP AND-" A T 18 0. C. SPACING ARE ACCEPTABLE
<br />� ,�
<br />SLAB WHERE A� SLAB PER PLAN
<br />OCCURS
<br />co 5 ,
<br />z
<br />�r—
<br />�
<br />#4V AT 18" O.C.
<br />i
<br />FTC DRAIN —
<br />AROUND
<br />c -(2) #4
<br />U
<br />PERIMETER n�
<br />/--Ti FQU IDATION SEC TI Oil _
<br />1
<br />5„
<br />s -a:-
<br />=
<br />8'
<br />�A
<br />5„
<br />� 1'-6
<br />ENTER WALL/FTG
<br />ROOF- SECTION
<br />POST PER PLANG----
<br />W/ A34 CLIP TOP ��--(2)%"0 THRU BOLTS
<br />EC �-I ON CEN\RFD IN POST
<br />_ (���_�OOF
<br />SCALE 3/4" = 1'-0"
<br />WHERE
<br />GUARDRAIL FLOOR N.
<br />PER ARCH PER
<br />FLOOR
<br />STAIRWELL
<br />RIM PER-/ 16d TN
<br />PLAN AT 6" O.C.
<br />T ILEVER JOIST---
<br />-IERE OCCURS
<br />PER PLAN
<br />AT STAIR BRG WALL
<br />FLOOR SECTION
<br />AT BRC WALL
<br />SCALE 3/4" = 1'-0"
<br />TER WALL/FAT
<br />10d AT 6" O.C. NAL
<br />FLOOR - LUS2E
<br />- STAIR LANDING
<br />2x8 LED
<br />(2)%"Ox4i
<br />SCREWS TO Ef
<br />AND 16d AT
<br />TO BLKG
<br />FLOOR SECIO
<br />2x WALL- INTERIOR SHEARWALL- v A35 W/ SD9 SCRENS-
<br />RHO WHERE PER PLAN �-P7 2x6 PLATE ROOF NAILING
<br />OCCURS PER PLAN SHOT PINS AT 16" O.C. ` W/ `/"T A, BOLT PER SCHEDULE PER PLAN
<br />STOP INSULT S (48" O.C. MAX)
<br />PT 2x PLATE STOP IN.�UL RIPPED 2x BLKG—
<br />ATI )
<br />W/ WASHER PER S1
<br />FfG AT FLG (� W/ VENT HOLES I
<br />-� FLOOR ,�_ A { FL00 A\ 16d TN AT 8" O.C. 1-
<br />\ - T _-
<br />�j '`;
<br />\iA�.�
<br />r ice,,
<br />-
<br />�/�\;\, i. /•ij/�jfj:rr,.`,�i,\;rrr�,; �. ff�i f�.�✓,f�\
<br />NOTCH RAFTER
<br />�(3#4-- 1 �6 -(3)f4
<br />FTG MUST BEAR ON� n p Y FIG MUST BEAR ON �' � ABEAR ON BEAM
<br />EP OX EMBED 4" cPO;�'Y EMBED 4'—A
<br />NATIVE SOIL OR INTO STEM WALL NATIVE SOIJ- OR INLO STEM WALL
<br />COMPACTED STRUCTURAL FILL BEYOND COMPACTED STRUCTURAL FILL BEYOND OVERHANG PER ARCH
<br />2'-6" MAX
<br />FOUNDATION SEC TI ON
<br />\\,,,S 4 SCALE 3/4" = 1'-0"S/� /
<br />ANCHOR DOLT SCHEDULE
<br />PANEL NAILING LTD OF HOCK N No. KIND'
<br />BOLT DIA EMBED
<br />INTO EA HD STUD SHEAR WALL ANCHOR _ ST OS
<br />5 �, 12 MIN AT STEM
<br />E HDU5 o (2)2x6 USE PANEL ED
<br />9" MIN AT FTG NAILING AT HD STU,
<br />CRIPPLE STUDS- BOTH EI00�
<br />AS REO'D
<br />--KING STUDS AT
<br />A307 ALL THREAD -- HOEDOWN PER SCHEDULE
<br />DIA PER SCHEDULE
<br />/ ,<3 SO WASHER HOLDOWN PER PLAN
<br />V! „� „ � =
<br />AND DBL NUT _ -/ LAG SCREWS PER MFR
<br />PER SCHEDUI E
<br />\�\\ o
<br />aw
<br />m
<br />Q6
<br />ICON\ATE
<br />STEM/FOOTING
<br />R a
<br />R6 DU AT FOOTINC -
<br />SCALE- 3/4" = 1' O"
<br />(2) 2x4 FLAT BLKG
<br />IN FLOOR SPACE
<br />Imo_ END OF -
<br />SHEAR WALL
<br />MST STRAP HOEDOWN
<br />SCALE 3/4" = 1'-0"
<br />)OWN! STUDS
<br />IRS PER PLAN
<br />SHEATHING
<br />FI OOR
<br />SCALE 3/4" = 1'0"
<br />FO NUA TION SECTION
<br />2x6 BLKG T/B HEADER TIGHT TO -
<br />BEHIND STRAP ROUGH OPENING OR
<br />PER TABLE PLATES SIMILAR TO
<br />D TM1A Nb I r'71 A TFC`
<br />SCALE 3/4" = 1'0"
<br />2x BLKG
<br />SCALE 3/4" - 1' 0"
<br />SHEARWALL SHEATHING
<br />AND NAILING PER PIAN
<br />BEAM PER PLAN W/ 2x PLATE ROOF NAIL ING—
<br />HIPPED TO FLANGE WIDTH AND PER PLAN.
<br />a" T WTS AT 12" O.C.
<br />A35 W/ SD9--
<br />SCREWS TO
<br />RAFTER PER PLAN- LEDGER
<br />SLOPE PER ARCH
<br />2x8 LEDGER W/-
<br />(2) %"ox3s" SDS LAGS
<br />AT 24" O.C.
<br />AND 16d AT 6" O.C, INTO BLKG
<br />LOW ROOF SECTION
<br />SCALE 3/4" = 1'-0 S� SCALE 3/4"
<br />COIL STRAP PER PLAN 1 -0 SQ --%" BASE --� COL/PLNITII
<br />TOP AND BTM WINDOW fi -� � PLATE )
<br />LOCATE 11z" FROM ROUGH - \ /-POST PER PLAN
<br />-
<br />I � I
<br />OPENING STRAP
<br />STRAP MIN END NAILING BLKG SILL
<br />LENGTH EA END PLATE
<br />CS16 14" (11) 10d (o2x (2)2x
<br />CMSTC16 25" (\) 16d (2)2x (3)2x
<br />CMS [14 _ 30" (33) 16d (22x (3)2x
<br />--
<br />--I--
<br />!I -FURRED OUT PLINTH
<br />L� 1�� DIMENSION PER ARCH
<br />1" NON -SHRINK —I' ALL WOOD AND SHEATHING
<br />GROUT ICI TO BE PT AND ALL NAILS
<br />�(4) %"0 A. BOLTS W/ TO BE HOT DIP GALVANIZED
<br />DBL NUT AND %"x3"x3" l I 1'-6" SO PLINTH
<br />PLATE WASHERS 1%" C\_ I j�� 1 PL -CONC PORCH
<br />EMBED 9" INTO PLINTH ,,- \ATE OCCURS
<br />END LENGTH
<br />PER TABLE _ BASE PLATE PLAIN
<br />-BARGE RAf' TER � Ay, - '
<br />PER PLAN \ AND NAILING
<br />PER PLAN
<br />L=3'-0,,
<br />MAX OVERHANG I, 4'-0
<br />2x4 PLATE W/ 16d AT-----,, PER PLAN
<br />6" O.C. INTO TOP PLATE \� 2x OUTRI\ER
<br />L TRUSS TOP CORD EXTEND
<br />[--�ILTP4 PER SCHEDULE.-� y �� TO BARGE RAFTER
<br />(16" O,C. MAX) �� A
<br />NAILED INTO \-TRUSS PER PLAN
<br />TOP PLATE AND RIM H2.5 EA TRUSS OR
<br />SDWC1.5600 INSTALLED
<br />PER MFR SPECS.
<br />SHEARWALL SHEATHING --� STUD PER PLAN
<br />AND NAILING PER PLAN
<br />'00F SE( TION
<br />SCALE 3/4" 1'-0"
<br />A SIDE BEAN!
<br />2" BR(
<br />MA TCH
<br />WID
<br />STEEL BEAM TO POST DETAIL
<br />)OR/ROOF
<br />�MING PER PI AN
<br />SINGLE T
<br />SILL U.N
<br />ATE STUL
<br />HDR
<br />IGID INSL
<br />HEADER
<br />SILL
<br />SECTION
<br />19_099
<br />SCALE 3/4" = 1'-0"
<br />OOR
<br />�00
<br />5 CRIPPLE STUDS
<br />16" D.C.
<br />R PER PLAT
<br />NGLE KING STUD FOR HDR SPANS
<br />SS THAN OR EQUAL TO 6'-0"
<br />3L KING STUDS FOR HDR SPANS
<br />SS THAN OR EQUAL TO 10'-0"
<br />/(6)16d INTO HDR
<br />). OF TRIMMERS
<br />-R PLAN
<br />U. N. 0.
<br />CIE BTM SILL
<br />0.
<br />TYPICAL HEADER DETAIL
<br />STAIR STRINGER SCHEDULE �
<br />STRINGER SPACING
<br />MAXIMUM RUN
<br />2x12 DF#2 AT 12" O.C.
<br />7'
<br />2x12 DF#2 AT 16" O.C.
<br />W1 2x6 DBLR
<br />1 4x11%8 LVL AT 12" O.0
<br />8.5'
<br />9'
<br />�14x"I1�/BLVL ATI6"O.C.
<br />W/ 2x6 DBLR
<br />10.5'
<br />1%x14 LVL AT 16" O.C.
<br />1%'x14 LVL AT 16 O.C.
<br />WI 2x8 DBLR
<br />11'
<br />—
<br />14'
<br />j
<br />STAIR-\
<br />-- - Tf xl; �� ;�`' � %R '%� �'\ 9" FMB\ STRING\
<br />PANEL EN INTO (4) #4V W/ 90 ���°A'�< PER SCHEDULE
<br />FULL LENGTH KING HOOKS INTO FTG !� o �- 2x4 THRUST BLOCK
<br />FUR �A SIDE �v (3) #4 TIES AT TOP
<br />o AND AT 12" O.C. �W/ (2)%"O E;TP. ANCHOR
<br />OPENING _ y A OR (2)16d AT 6" O.C. NOTCH STRINGER
<br />1- �
<br />C --- A T WOOD ELVER FOR HAT
<br />— : r— >r— <
<br />ATM SILL PLAT' �� ,,,ram;/r..�.,,; ���,. /i• A _ 2x DBLR W/ (2)16d
<br />x REINFORCEMENT AT 6" 0 C
<br />P\ TABI E I
<br />BEAM PER PLAN
<br />JIN 12" DEPTH (NOM.)
<br />FLO
<br />SHEA THI,
<br />OPENING IN SHEARI�JALL DETAIL
<br />SCALE 3/4 = 1'-0"
<br />R\\. PER SCHED. WHERE NEC.
<br />FOUNDATION S�CTION 20 TYPIC'AL STAIR DETAIL
<br />SCALE 3/4" = 1'-0" S
<br />SCALE 1/2" = 1'-0"
<br />A34
<br />NOTCH STRINGER
<br />AT BEAM
<br />2x BLKG W/
<br />-16d AT 6" O.C.
<br />_ LANDING
<br />OR E LOOR
<br />R
<br />LUS26HGR
<br />I ANDIPJG
<br />1R FLOOR
<br />EANI PER PLAN
<br />IN DEPTH 12"(NOM,)
<br />SCALE 1/2" = 1'-0"
<br />
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