|
/ BEAM PER PLAN
<br />2x6 FULL HEIGHT,
<br />I \ CRIPPLE EACH SIDE W
<br />(�) ROY45 16d 51NKER5
<br />4" O.G. STAGGERED
<br />\ 2" FROM EDGE TO 24"
<br />DELOIN BEAM
<br />NOTE: GUARDS SHALL BE DESIGNED TO SUPPORT
<br />SINGLE CONCENTRATED LOAD OF 2001b IN ANY �
<br />DIRECTION/POINT PER I .R.G. TABLE 501.5
<br />I Y4"x2" CONT. HANDRAIL � \®
<br />V4" dia. MIN. HANDRAIL, CONTINUOUS FOR FULL LENGTH OF STAIR
<br />(NOTE: HANDRAIL GRIP 51ZE PER I.R.C. 111.63)` -
<br />{2)Ya"x l Y�" STEEL POST PER ' LN ' �°(�fi��'", USA I
<br />HANDRAILS PER I.R.C. R511.`�.5 Ind NAILS ®�" ®.G:
<br />NOTE: SPACING BETlNEEN I NTERMED I ATE HORIZONTAL STEEL
<br />5ALU5TER5 PER MANUF. MIN.
<br />GUARDRAIL MEMBERS TO BE SUCH THAT _ -
<br />A SPHERE OF 4" dia. SHALL NOT PA55 /� S Y�" SPACING ETlNEEN
<br />THROUGH ANY OPENING / BALUSTERS TO CONFORM --BEAM DETAIL
<br />II 11 ; / TO I.R.C.R312.1.5.
<br />I Y4x2 CONT, - �(:2y:2"XIJ/
<br />- -- - -_- --- - ---- -- -- SCALE: NOT TO ALE
<br />HANDRAILSTEELY"5" A�iLAG
<br />Y�10 BHS
<br />FRAMING 4 FND. DIM.
<br />" CONCRETE
<br />ALE: I" © 1'-0"
<br />FRAM $ FNr-. DINT.
<br />(PRESCRIPTIVE)
<br />(2)#2 Y�"x5" PER PLAN STAGGE �, UUMD
<br />-5O7 LAG SGREl� -_ -- TO FRAMING -
<br />FINISH PER ELEVATION I
<br />I SHEAR WALL PER
<br />1 - n A- PLAN 4 SCHEDULE
<br />- - - - BUILDING LINE BEYOND OVER HOUSE l�dR�,P
<br />/ /--- - - - - - - - OVER SHEATHING PER I — ®®®— —®,1 --- PLAN
<br />- � - - II } r 2x STUD
<br />PLAN
<br />S PER
<br />,- TURN DOVdN SL,��NGHOR BOLTS PER
<br />® 5 " MIN. 5TA I RNAY /% I I
<br />INTO CONT. F®®TING Z FLASHING FND. PLAN OR
<br />® 1 I !NI DTH PER I .R.C. 511,i,1 /
<br />\�,\ i ;' ` \`h,. 2x !NOOD TRIM STRUCTURAL NOTES
<br />p cv _� I ( / / - «R BEAM OR FLOOR � / ,,, PER PLAN
<br />P.T. MUD -SILL PER
<br />i
<br />SYSTEM PER PLAN f
<br />m O
<br />' / �,I (OPTIONAL) I.R.C. R404.5
<br />!U ( ( " ® ® a..4 BAR HORIZ. PER
<br />2 Y x 1 Y STEEL -- -� y ®, 11
<br />I /lu 7�F 71,- �� _ I .R.C. R405.1.5.1 I !
<br />YY STEEL PLATE /\\ \ \ \ \ �,Id
<br />^._- --- --- - /i a //////�/" TIGHTLINE \/
<br />� - t SIMPSON �5� � Ems. SIDE ' /��- ��
<br />(2)2 Y2x5 / / OR L 5�10 ON ONE SIDE \ STORM
<br />- ASOi LAG SGPEW /�:;, :. ®I �\/� m DRAIN IF ®6-I j \\ I -I I
<br />• I I 4 /\/\/ 4 G®NC. SLAB
<br />STAIR, INSTALL Y2" f r ®
<br />G.N.5. ® CEILING 4 NALLS (�) 4 ��R� � s \\ \\\
<br />O2x CU 10" MIN. - ®I. , #4 BAR ® 45"
<br />PER PLAN I' END (5) 2x12 STRINGERS " CONTINUOUS 11` __ 11
<br />16d 4" O.G, dia. PELF. FND, DRAIN w/ I ® v _� _ / O.C. w/ 4 H®®
<br />2x4 THRUST BLOCK I CONT. FILTER MEMBRANE
<br />3 �
<br />- - _ FIRE BLK O 0 MID -SPAN
<br />o
<br />PE�w
<br />JST, OR BLK'C� (5) TOE�NAlLS ® NOTE: GREATEST AND LEAST TREAD I �" pia. PERK. FND. � IN w1 #4 BAR HORIZ. PER
<br />SLR. BELOW STRINGER TO THRUST BLOCK RISER SHALL NOT VARY MORE THAN 5/,," i GONT. FILTER MEMBRANE
<br />(PER I.R.C. R�II.i.�.l R311,i..2) �II / el �11 I.R,C, R405.1.5.1
<br />I ' SOCK" AROUND PIPE
<br />T I I/RAILI '
<br />.
<br />I
<br />SC LE. I I ® ®FLDOR/C !NL SPACE DEL®Vd SCALE: I I ®® SCALE: I" m I°®�" PRESCRIPTIVE
<br />PRAMINO FND. DIM. FRAMIN6 4 FND. DIM.'
<br />INSUL, PER PLAN 2x STUDS PER PLAN
<br />SHEAR 1N LL PER 2x STUDS PER PLAN 5/4" `T. G. PLYV400D ; '
<br />SU�FL®OR, GLUED NAILED HOUSE lNRAP OVER 2x6 STUD LL
<br />PLAN 4 SCHEDULE 5/4" T. G. PLYY400D TT INSUL. PER PLAN I BATT INSULATION i
<br />FINISH PER ELEVATION SU FLOOR, GLUED 4 NA,ILED SHEAR 1NALL PER FLOOR J5T5. PER PLAN PER PLAN FLASHING FLANGE BATT INSULATION o
<br />SIDING PER PLAN
<br />OVER HOUSE NRAP I VFLOOR 15TS. PER PLAN PLAN 4 SCHEDULE /4" T. G. PLYN®OD
<br />OVER SHEATHING PER 6,N13, PER PLAN 5UE3FLOO ., GLUED
<br />PLAN TT INSULATION PER PLANNAILED "Z" FLASHING PER
<br />AT R PLAN INSULATION ®N PE
<br />16d ® 4" O.C. 16d a 4" O.C. LAP JOI5T5 &J II M NUF. 5PEC5.
<br />Z FLASHING IGd TOE®N,41L5
<br />ep FLOOR JOISTS
<br />2x dN®OD TRIM PER '�
<br />C. � 6 C. � PLAN PER PLAN
<br />(OPTIONAL)
<br />(
<br />• P.T. MUD -SILL PER 4" CONC, SLAB < iI I P.T. MUD -SILL PER
<br />o I R404.5 > ,; I.R.C. R4O4.5 2x BLOCK w/ BEAM PER PLAN TRIM PER
<br />ELEVATIONS
<br />164 T®E�NiLS ®.1I II 4 BAR HORIZ. PER �.- ®.I I II 16d TOE NAILS
<br />" ® II •!1 - ® ® ®. ® I1 11' 4BAR HORIZ. PER - - 2x6xI2 CLEAT W
<br />� � ®6 O.C. t 1 t 1 , x TO BEAM
<br /><r \`a ° I.R.C. R4O5.1.5.1 d . d �; I.R.G. R405.1.5.1 (2) 16d NAILS INTO
<br />° :1 ANCHOR BOLTS PER BEM (�) IGd
<br />z � T16HTLINE / \ ANCHOR BOLTS PER <
<br />FND. PLAN OR I FND. PLAN OR - ® P5 �R
<br />STORM I ! , . NAILS INTO COLUMN
<br />DRAIN IF \\ 5TRU6TURAL NOTES � � /\\'r\\/\\ �I; STRUCTURAL URAL NOTES �
<br />LL_REO'D\// it 4 BAR HORIZ. PER ,/// // 11 4 BAR HORIZ. PER _ - APPROVED
<br />EOU�iI P.T. POST PER PLAN
<br />/ 11 ° \/\ O / 1 I ®PRO Y �F!
<br />I I.R.C. R4O5.1,5.1 !I I.R.C. R4O5.1.5.1
<br />- / _ _ e (q MIL. BLACK
<br />®!.• MIL,. BLACK V.B. --a �\ 91. G MIL. BLACK V. . '®. °
<br />_ ®,VAPOR BARP
<br />-
<br />4 bR 4 O.C. 4 �R ®4� °'
<br />" dia. PERP. FND, DRAIN / II �II II N1 4" HOOK BITUMINOUS I O.C. w/ 4" HOOK /
<br />GONT. FILTER MEMBRANE 51TUMlNOU� DAMP�PR®OFING DAMP®PROOFIN% TOP OF 561,
<br />SOCK AROUND PIPE F, LTG. TO FINISH G \\�!4/(2) #4 BARS
<br />TOP OPTGTO FINISH GE
<br />DE I I CONTINUOUS
<br />9 (JOiSTs PALLEL)
<br />—
<br />SCALE: I"i'—O" PRESCRIPTIVE SCALE: III 11-01" PRESCRIPTIVE 11 SCALE: 1" 11®0
<br />II NO 1NALL ® SIM. I,
<br />SKYLIGHT SIZE PER
<br />1 PLAN w/ 411 MIN. GURU SHEATH I NC 4 NAILING PER
<br />FLSHPNGS 'S' SHEET STRUCTURAL NOTES
<br />RECOMMENDED BY 2x6 BUILT-UP 2x STUDS PER PLAN MANUF. (I LAYER OF GURU BIRD BLOCK NAILING
<br />LAMINATED GLA55 o PER STRUCTURAL NOTES
<br />"
<br />+12 -O A.F.F. / 2 BATT INSULATION
<br />SHEETROCK PER PLAN LAYERS TEMPERED PER, PLAN BLOCK PER TRU55 SUPPLIER
<br />BATT INSUL. PER PLAN
<br />GLASS ®-12 ®® Q.F.F.) (4) Ind `i®F®NAILS
<br />PER BLOCK
<br />DRIP EDGE FLASHING
<br />SHEAR ALL PER -
<br />REO'D PER I.R.G. 2xG 0TTOM
<br />DRYIN,�LL ��Gi�ER
<br />- S5 CHORD
<br />R� PLAN 4 SCHEDULE
<br />i
<br />CONT. METAL GUTTER
<br />- CRICKET OVER i=ASGIA BOARD
<br />2) 2x4
<br />PER PLAN
<br />I
<br />I' I
<br />TRU55 BEYOND
<br />_ _ 2x4 I NF I LL FRAMING 2'-0" O.H.
<br />2x4 NAILERS
<br />FINISH PER ELEVATION
<br />OVER HOUSE NRAP SHEAR lNALL PER
<br />OVER SHEATHING PER PLAN 4 SCHEDULE
<br />PLAN TRU55 BEYOND
<br />TYPICAL
<br />I I T FLAT
<br />I iN 6 �70 0�0 1, �I'E R�E ��A�R E�A 5�
<br />14 SCALE: NOT TO SCALE I 5<°A1�E. I" = 1'-0" I SG�,LE:
<br />SHIM AS NEEDED
<br />INI NDON PER PLA
<br />SCHEDULE
<br />SCALE: NOT TO SCALE
<br />ROOFING MATERIAL PER
<br />ELEVATION OVER FELT
<br />PAPER PER PLAN
<br />4x ININDOYX HtADER
<br />PER PLAN
<br />FILL CAVITY c)
<br />'-a HEADER W RIGID
<br />"�� INSULATION
<br />/�Ix TRIM
<br />Ix TRIM, EXTENDED
<br />_
<br />I "BEYOND lNALL
<br />FINISH
<br />51MP50N L550 @ :�4" 0.0. �
<br />U55 PER PLAN
<br />IP
<br />tu
<br />tu
<br />I_
<br />REVIEWED FOR PERN11T
<br />QgoU0
<br />T'- z z��LW
<br />®wzO
<br />t-62 W
<br />W®oW�MW
<br />��� 1 0Z�
<br />® moo7,
<br />- wr>-ViF=F—_ �
<br />®<WGn
<br />tL ��a�zWF-•��
<br />W �®UI�WJg
<br />cnv�<F-orUsvi<
<br />®Owza��
<br />wM=®F W
<br />�x oa'
<br />Wowu_0F=<M
<br />a®�yWawwoofw
<br />dZWh���u-a_Ib QQ
<br />,
<br />x
<br />-
<br />PROJECT MANAGER:
<br />CHARLES PATTON
<br />REVISED BY: DATE:
<br />AG A 5/11/20
<br />AG ZA 10/2/20'
<br />LATERAL BY: DATE:
<br />LATERAL JOB NUMBER:
<br />2x 5TUD5 PER PLAN
<br />BATT IN5UL. PER PLAW,
<br />WE 0
<br />PER PLAN
<br />-
<br />_ R r_
<br />6b
<br />n
<br />,
<br />5UBFLOO
<br />�- GLUED ;: NAILED
<br />- FLOOR IST5. PER Q
<br />0. A _
<br />(PARALLEL
<br />t
<br />BATT INSULATION PER PLAN
<br />)'G PAPER BTW. �Ai
<br />"
<br />)P GANG
<br />TOP FLANGE
<br />4" CONG. 5LAE33
<br />\\/\\/
<br />®•
<br />HANGERS PER PLAN
<br />.
<br />®®
<br />P.T. MUD -SILL PER
<br />STUB OUT #4 BAR
<br />\�
<br />I.R.C. R4043
<br />-
<br />COUNTERSUNK ANCHOR
<br />�
<br />24" i �'° O.C,
<br />\\ \
<br />41
<br />BOLTS PER FND. PLAN
<br />4 BAR HORIZ, PER , / /
<br />91 ; ®
<br />OR STRUCTURAL NOTE5
<br />I.R.C.
<br />li
<br />4 BAR, HORIZ. PER
<br />_
<br />�
<br />I
<br />I.R.O. R4O5.1.5,1
<br />4 ®
<br />,-
<br />-®
<br />4 BAR x 1411 1@
<br />4'" dia. PERF.
<br />�11
<br />(911
<br />511
<br />�J45"
<br />®.C. W 4" HOOK
<br />FND. DRAIN
<br />iF D.
<br />NALL vi/
<br />11®0I"
<br />5CALF. 1"
<br />(PRESCRIPTIVE)
<br />FRAMING FND. DIM.
<br />BATT INSUL. PER PLAN
<br />SHEAR 1NALL PER
<br />2x STUDS PER PLAN
<br />PLAN $ SCHEDULE
<br />5/4" T. 0. PL'(NOOD
<br />FIN15H PER ELEVATION I
<br />5UE3FLOOR, GLUED 4 NAILED
<br />OVER HOUSE NRAP
<br />FLOOR .15T5. PER PLAN
<br />OVER SHEATHING PER
<br />BATT INSULATION PER PLAN
<br />PLANnr«-
<br />16d @ 4" O.C.
<br />C.
<br />'Z' FLASHING
<br />2x NOOD TRIM PER
<br />PLAN (OPTIONAL).
<br />!�
<br />P.T. MUDm51LL PER
<br />�
<br />, � • �
<br />I.R.C.I R404.5
<br />-
<br />6d TOENAILS
<br />11 II
<br />II .11.
<br />4 BAR HORIZ. PER
<br />II
<br />�
<br />®O.C.
<br />v�
<br />I.R.C. R4O5,1,5.1
<br />X
<br />�
<br />a< TIG�#TLINE / \
<br />�
<br />®
<br />ANCHOR DOLTS PER
<br />5T®RM ,
<br />I I®
<br />FND. PL�iN ®R
<br />�
<br />DRAIN IF %�\�
<br />�.�
<br />5T CTU L NOTES
<br />REOV
<br />®
<br />#4 BAR HORIZ. PER
<br />! I
<br />I.R.C. R4O5.1.5.1
<br />.Q
<br />-6 MIL. BLACK V.B.
<br />4" 0.Aia. PER. FND. DRAIN Yi
<br />511
<br />roll
<br />El
<br />�II
<br />Y®/ 4" HOOKCONT.
<br />FILTER MEMBRANE
<br />" GK" AROUND PIPE
<br />BITUMINOUS DAMP -PROOFING
<br />Fr ®
<br />TOP OF FTC. TO FINISH G DE
<br />SCALE: I " ® 1'-0"
<br />PRESCRIPTIVE
<br />V �I� I �!,✓ �x �lo� C`� Yd/ (mil ���, .
<br />�� I � I Ia6�V�.
<br />dia. HOLES PER 24" O.G.
<br />PER PLAN
<br />(BLK'G TO TOUCH TOP PLATE)
<br />BIRD BLOCK NAILING
<br />PER STRUCTURAL NOTES
<br />DRIP EDGE FLASHING
<br />REO'D PER I.R.G.
<br />TRUSS PER
<br />!x4 ELK.
<br />,LAN
<br />\HARVNARE
<br />PER
<br />GONT. METAL
<br />STRUCTURAL NOTES
<br />GUTTER OVER
<br />FASCIA BOA
<br />®VE�HANG PER PLAN
<br />SIMPSON L55O ® 24" O.C.
<br />PER PLAN
<br />(BIRD f3LK'G TO TOP PLAT)
<br />2x4 SOFFIT w/ OONTIN.
<br />SHEAR LL PER PLAN
<br />SCREENED VENT (IY2" SNIDE)
<br />SCHEDULE OR HEADER
<br />PER ELE\s O,_ �fissr—INSULATION
<br />
|