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<br /> PRE-ENG ROOF TRUSSES @ 24" O.C. NOTE: DEFERRED SUBMITTAL TEMS:
<br /> GENERAL SPECIFICATIONS 1. ROOF TRUSS AND LATERAL ENGINEERING
<br /> CODE: 3/4" APA RATED T&G CD INT ROOFING PER PLAN 2. MECHANICAL DRAWINGS IF APPLICABLE
<br /> 7j5CONC FOOTING \�� BAFFLE W 1" MIN. AIR SPACE24"
<br /> INTE NATIONAL RESIDENTIAL CODE (I.R.C.) Sc THE WA. ST. ENERGY W/EXT. GLUE, NAIL W 10d COL PER PLAN / PRE-ENG ROOF SCISSOR TRUSSES @ O.C.
<br /> 6 O.C. @ EDGES & SOLID BLK'G !'7 '�
<br /> C� 0I EDITION ALONG WITH ALL ADDITIONAL APPLICABLE CODES » Ai 12 l-- H2.5 H4, H5 EA TRUSS/RAFTER OR
<br /> •
<br /> 10 O,C. iN FIELD P.T. \ \ ROOFING PER PLAN
<br /> POST \ E H-1 @ EVERY OTHER TRUSS/RAFTER TO TOP PLATES \ BAFFLE W 1" MIN. AIR SPACE
<br /> BUiL ING:2D1� FLOOR JOISTS \, PLAN /
<br /> PLAN SOLID BLOCKING REQ'D 2x SCRND. VENT BLKG. H2.5, H4, H5 EA TRUSS/RAFTER OR
<br /> OCCUPANCY - GROUP: (R}, TYPE V N PER L INSUL BAFFLE \ H-1 @EVERY OTHER TRUSS/RAFTER TO TOP PLATES POSITION TO TRANS. ROOF FORCES TO 12
<br /> SEISMIC -D- PER 1615 Ss=1.25 FIG. 1615(1) P.T. BMS & COLS PER .. BI� / COL CONt�t�CT. PLAN VIEW 12" ABV BLOWN �--► TOP PL, RIP FROM 2x6 TO FIT VERT. \ 2x SCRND. VENT BLKG. EA BAY
<br /> S 1= 0.40 /FIG- 1615(2) FOUNDATION PLAN � �-W[dP.T.B 2x4,ORCO W AP.T.SIDE
<br /> 2x6 TIES 6" ABV BATT \EDGE NAIL ROOF SHTH'G 8d GALV. 06"0.C. INTERIOR PITCH: \ IRAN L
<br /> 2-1 d BM & COL EA SiDE \ POSITION TO TRANS. ROOF FORCES TO
<br /> WIND (EXPOSURE B) BASIC SPEED 85 MPH PER FIG. 1609 SECURE POST TO / / �� PER PLAN TOP PL.. RIP FROM 2x TO FIT VERT. »
<br /> PRESSURE PER TABLE 1609.6,2.1(1) W/2 -8d NAILS -,.-"► , 2x6 PRESSURE INSULATION PER?�1�,JNSEC - R49 A A jtAtitai ti ` , EDGE NAIL ROOF SHTH'G 8d GALV. @ 6 O.C.
<br /> REQUIREMENTS: PER POST I .E.
<br /> TREATED SILL PLATE •.-,i.,,i.ju* i'� Ip,
<br /> 26 GA. CONT. R-38 INSUL Ali ��0
<br /> e•. 4' ANCHOR INT GRADE 1 2" G.W.B. PER 20t2 WSEC a�' ��
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, St BUILDING DIMENSIONS, ° 4 �1� / Al ALUM. GUTTER a;��•�►\
<br /> • I PLATE TO FIG. 1/2" ya•
<br /> PRIOR TO PROCEEDING WITH THE WORK. ANY VARIATIONS FROM CONDITIONS CONC FOOTING PER FND PLAN W/2 CONC. NAILS PER PLATE 2-2x6 TOP PLATES ( TYPICAL FASCIA G.W.B. 0A
<br /> AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE LAP SPLICES 48 W/(8)16d PER PLAN v\ ice; 26 GA. CONT.
<br /> p P.
<br /> _,
<br /> DESIGNER FOR RESOLUTION PRIOR TO PROCEEEDING WITH THE WORK. I N TM E D. B R G. SUP. 6x8 OR 4x8 #2 D.F. HDR. ,' Z ALUM GUTTER
<br /> UNLESS NOTED 2-2x6 TOP PLATES ! I TYPICAL FASCIA
<br /> WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. WHERE APPLICABLE 4xs W/2" FOAM BOARD SIDING PER ELEV. LAP SPLICES 48" W/(8)16d O
<br /> CONVENTIONAL LOADING: PER TABLE 301.5 VERIFY W/JURISDICTION SCALE: 3�8 -= 1 - 0 0/ 15# FELT. w
<br /> ft.- PER PLAN
<br /> 1/2' G.W.B. - .-
<br /> LOADING LIVE DEAD TOTAL
<br /> ATTICS W/STORAGE 20 PSF 10 PSF 30 PSF oz R-21 INSULATION: U.N.O. 5/8" T-1-11 PLYWD OR 6x8 OR 4x8 #2 R.F. HDR.
<br /> REBAR REQUREMENTS NAIL TO FREE EDGE OF 1/2" CDX PLYWOOD SHTG UN E"SS NOTED ;_SIDING PER V.
<br /> ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF PER TABLE R404.1.2(2) MODIFIED > STUD OR PROVIDE 4 MIL. OR 7/16" O.S.B., NAIL 8d 4x8 W/2I FOAM BOARD 0/ 15#FELT.
<br /> DECKS PER 502.2.1 40 PSF 10 PSF 50 PLF MAX WALL MAX UNBALANCED MINIMUM VERT REINFORCEMENT SIZE/SPACING W VAPOR BARRIER. �6 O.C. EDGE, 12 IN FIELD ►'�.;
<br /> EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF HEIGHT BACKFILL HEIGHT FOR 6-8 INCH WALLS - ALL SOIL CLASSES w " (SHEARWALL CRITERIA PRESIDES) 1/2 G.W.B.
<br /> FIRE ESCAPES 40. PSF 2x6 2 N.F. STUDS O B1 O.C. 2x6 BASE PL W/16d 0 16" O.C.
<br /> 6' 4' #4 c 48' O.C. - GRADE 60 S2 HEM MEMBERS TO BE d SCISSOR TRUSS SECTION
<br /> GAURDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION #4 0 30" O,C. - GRADE 40 #2 HEM/FIR OR BEt ILK
<br /> TO JST & 2-16 EA STUD
<br /> GAURDRAILS 1N-FILL 50 LBS APPLIED TO 1 SQ, FT. HORIZ REBAR - (2 4 IN FiGS, 1 BAR W IN 12" OF TOP OF WALL 2x RIMJOIST W/3-16d EA JST „ , „
<br /> NOTE: 6" WALL MAX HEIGHT 4'-6" / 3/4" APA RATED T&G CD INT & SLANT NAIL RIM TO PLATE WHERE APPLICABLE SCALE: 3/$ = 1 - 0
<br /> PASS, VEHICLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. W EXT. GLUE, NAIL W/10d W/16d ® 6 0.C. TYP
<br /> NOTE: SOME JURISDICTIONS ALLOW 1 BAR HORIZONTALLY iF WALL iS 24" TALL / PRE-ENG ROOF TRUSSES 0 24" O.C.
<br /> ROOMS (NON-SLEEPING) 40 PSF 10 PSF 50 PSF „ „ „ 6 O.C. @EDGES & SOLID BLK'G LAP SHEATH'G FOR SHEAR TRANSFER
<br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF NOTE: ALL A.B. WASHERS TO BE 3 x3 x1 /4 10" O.C. IN FIELD �. 2x4 PRESS. TRT'D SILL PLATE \, ROOFING PER PLAN
<br /> -� - INSTALL PER MFG SPECS.
<br /> STAIRS 40 PSF 10 PSF 50 PSF SOLID BLK'G FLOOR JOISTS PER PLAN ►�Aj�j�j�j�;�a(j(',' SEE REBAR REQUIREMENTS -
<br /> COLUMN PER I, BAFFLE W/ 1" MIN, AIR SPACE ,
<br /> OR 300 LB PT. LOAD ON 4 SQ. IN. - PLAN 0 SUPPORTS DBL UNDER PARALLEL PART. (S`ARWALL CRITERIA PRESIDES) 12
<br /> jj 1Y2" 18" MIN. CLEARANCE _ \, SEE H2.5, H4, H5 EA TRUSS/RAFTER �R '
<br /> LUMBER STRENGTH: PER ?nC'& 2001 N.D.S. STANDARDS FOOTING r 1Y2„ 12" MIN UNDER BEAMS GRADE: SLOPE AWAY IPLAN H-1 0 EVERY OTHER TRUSS/RAF ItK 0 TOP PLATES
<br /> HEM .FIR FOR 2x MEMBERS, DOUG FiR FOR BEAMS & HEADERS U.N.O. PER PLAN R-30 INSULATION U.N.O. z FROM FOUNDATION \ 2x SCRND. VENT BLKG.
<br /> JOISTS & RAFTERS FIBER STRESS SHEAR ELASTICITY 1 - @ 1/4 PER FOOT INSUL BAFFLE POSiTiON TO TRANS. ROOF FORCES TO
<br /> 1 ' NON-SHRINK GROUT T. INSUL PLUMBING & MECH. - \ TOP PL. RIP FROM 2 6 TT VERT.
<br /> .•1 _ „ 12" ABV BLOWN EDGE NAIL ROOF SHTHG 8 GALV.
<br /> 2x HE #2 $50 75 1.3 (f'c=2500 PSI) /�s 4 Y2" INT. GRADE 6 MIL BLACK POLY BARRIER 9 ROOF DRAIN_I T iHjUNE -�
<br /> 2x DF 2 875 95 1.6 ® » " \ 6" ABV GATT -y \ 0 6" O.C. TYP.
<br /> • e LAP 12 MIN & UP F/W TO SiLL 3 6 3 SEP FROM FTG DRAIN
<br /> BEAMS Sc HEADERS -. °a• I /
<br /> 4x DF #2 875 95 1.6 IN ° "0 A307 4" A36 4.- "---� 4" DIA PERF PiPE IN WASHED INSULATION PER, 0t2"WSEC /R49 ��ltjrj�j�iti�iill� f/O R/4/0
<br /> 4x DF #1 1000 95 1.7 ( / THREADED ROD BASEPLATE 1 0 GRAVEL. CONNECT TO �> ikeirmikommin =� //✓�w
<br /> 6x DF 2 875 85 1.3 TACK WELD NUT AS SHOWN Z�/s 1 2 GAB. - 26 GA, CONT.
<br /> APPROVED DISCHARGE
<br /> 6x DF #1 1350 85 1.6
<br /> TO AS ONE STORY SECTION / „ \ALUM. GUTTER
<br /> 2-2x6 TOP PLATES TYPICAL FASCIA
<br /> GLU-LAM TIMBERS - WHERE APPLICABLE SCALE: 3/8" = 1 - O
<br /> DF_AARCH 16F-V3 DF DF 1600 165 1.5 LAP SPLICES 48" W(8)16d PER PLAN ,
<br /> DF/LARCH 24F-V4 DF'/DE) -2400 165 1.8 A , C(�I l I(v N /R A S F P I A TF „ 6x8 011 4x8 #2 D.F. HDR, ,�
<br /> CANTILEVER DGLU-LAM TIMBERS 24F-V8 D/F D/F / .. 2x4 2 H.F.„ 3/8 MIN CDX PLYWOOD SHTG
<br /> GLU-LAM BMS TO BE KILN DRIES D.F. DISPLAY AITC STAMP. sTUD 16 o.c. NAIL 6 EDGES, 12" FIELD 4xs W/ 2" FOAM BOARD
<br /> 7 C 0\ \ E C TI 0 N STRUCL MEMBERS TO BE � SIDING PER ELEV. •
<br /> ALL STRUCTURAL MEMBERS TO.BE #2 HEM FIR OR BETTER AS __ - #2 HEM/FIR OR BETTER 1/2" G.W.B. rz " 0/ 15# FELT.
<br /> NOTED ON PLANS / �� i SEE REBAR REQUIREMENTS o
<br /> i z R-21 INSULATION: U.N.O. AP
<br /> STEEL BEAM PER NAIL TO FREE EDGE OF
<br /> PLYWOOD INDEX: CD ROOF AND SUBFLOOR SHEATHING PER PLAN 4" CONC. SLAB ON SAND \ Q STUD OR PROVIDE 4 MIL ""
<br /> TABLE R503.2.1.1(1). WALL SHEATHING PER TABLES R602.3(3) FILL, TAMP AS REQ VAPOR BARRIER.
<br /> SHEATHING FASTENERS PER TABLES R602.3(1) & (2). a 4 i,. \ ---GRADE: SLOPE AWAY
<br /> Y4" A36 WEB o o�o�°o`�a°E�o;;:'" w :q-;t �f;. <o z FROM FOUNDATION N 2x6 12 H.F. STUDS 0 16" O.C. ,
<br /> WALL BRACING & BRACED WALL LINES PER R602.10 BRACED WALL STIFFENER PL �T" fl"„r- -' 01/4 PER FOOT OR 24" O.C. STACK FRAME
<br /> LOCATION, TYPE, & AMT PER FIG R602.10.1.1/TABLE R602.10.1.3 i . •� ROOF DRAIN-4" TIGHTLiNE #2RHEM/MEMBERS
<br /> R OR BETTER � � 2x6 BASE PL W/16d @ 16" 0.C.
<br /> 3�6„ \\ SEP FROM FTG DRAIN 3/4" APA RATED T&G CD INT TO JST & 2-16d EA STUD
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1� V Y� XT. GLUE, NAIL W/1Od 2x RIMJOIST W 3 16d EA JST
<br /> ALL WOOD IN CONTACT W/ CONC. TO BE PRESS. TRT'D. I 4" DIA PLERF NE IN WASHED 6' O.C. @ EDGES & SOLID BLK'G Sc SLANT NAIL RIM TO PLATE
<br /> � GRAVEL. CONNECT TO
<br /> WOOD EXPOSED TO WEATHER TO BE PRESSURE TRT'D IARAGE WALL SECTION APPROVED DISCHARGE \ 10" O.C. IN FIELD W/16d @ 6" O.C. 1W
<br /> OR NATURALLY DURABLE PER 319. "Ni�I SOLID BLK FLOOR JSTS PER PLAN i LAP SHEATH'G @ IN BOTH
<br /> ALL FASTENERS (LESS THAN 1/2" DIA) INSTALLED IN THICK x BEAM WHERE APPLICABLE SCALE: 3/$" = 1'-- O" ® SUPPORTS DBL UNDER PARALLEL PART. DIRECTIONS FOR SHEAR TRANSFER •
<br /> PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED R317.3
<br /> WIDTH x7 " LONG 1/2" G.W.B. �1/1
<br /> VERIFY ALL NAILING, BOLTING, AND OTHER CONNECTIONS TO `A36 PL 2x6 #2 HEM/FIR �+! Ad
<br /> PROVIDE VAPOR BARRIER OVER
<br /> COMPLY WiTH ENGINEERS SHEARWALL SCHEDULE, 2-2x6 TOP PLATES WARM SIDE OF INSULATION @ RIM.
<br /> IF APPLICABLE, ` 3 „ r " 1.reI 1 2" CDX PLYWOOD SHTG
<br /> /s 3/4 APA RATED T&G CD INT / LAP SPLICES 48" W(8)16d
<br /> ROOFING OPTIONS: (VERIFY WITH JURISDICTION) COLUMN PER W,�EXT. GLUE, NAIL W/10d �, NAIL 6" EDGES, 12" FIELD
<br /> (HERE AND ® GARAGE TO HOUSE)
<br /> PLAN 6 O.C. @ EDGES & SOLID BLKG *-- 2x6 BASE PLATE 6x10 OR 4x10 #2 D.F. HDR.
<br /> 18" 10" 0.C. IN FIELD UNLESS NOTED
<br /> • SHAKE/SHINGLE ROOF:. INTERWEAVE W/ WIDE STRIPS2x RIM JOIST 4x10 W/ 2" FOAM BOARD 5/8" T-1-11 PLYWD OR
<br /> OF 30# FELT. FASTEN W/ (2) GALV. FASTENERS PER EA, PIECE ONE SIDE FLOOR JSTS PER PLAN > A ^FYI .►-� 1/2 CDX PLYWOOD SHTG
<br /> 1x6 STD OR BTR SKIP SHEATHING E) 10" O,C. SOLID BLK 0 SUPPORTS IJ�tItltN.re�/1tlt//fir i l aS(�L 1/2" G.W.B. � � OR 7/16" O.S.B.T NAIL 8d
<br /> WITH SOLID SHEATHING OVERHANGS
<br /> -. ---...___ - 101� I/V CO�NT 6 O.C. EDGE, 12 IN FIELD
<br /> (2) 8d EA PIECE, EA RAFTER/TRUSS E i'� zo
<br /> ® COMPOSITION ROOF: ON NONPERFORATED 15# FELT 2-2x6 TOP PLATES orii »tort! �7 Stla��SG� " (HE O.C. STUDS 6" IN FlSIDE
<br /> .. ► �'�� �` 3/8 MIN SOFFIT > 2x6 #2 H.F.STUDS @ 16 O.C.
<br /> (SHEARWALL CRITERIA PRESIDES)
<br /> FASTENED W/ 4) GALV. FASTENERS PER EA. PIECE STEEL 3 E A v /C 0 LU iV \ C 0\ \ E C TI 0 N LAP SPLICES 48 1 .A CON". VENT OR 24 O.C. STACK FRAME
<br /> ' STRUCT. MEMBERS TO BE
<br /> 1/2" CDX PLYWOOD SHEATHING OR EQU(V - i iL f� ``' "
<br /> 1/2" W #2 HEM FlR OR BEAU 2x6 BASE PL W/16d @ 16 O.C.
<br /> WITH CCX PLY SHEATHING 0 OVERHANGS ,z - R-30 INSULATION U.N.O. wd
<br /> 12" - - i ° ���:) i N TO.JST & 2-16 EA STUD
<br /> NAILED W/8d 0 6' 0,C. EDGES, FIELD CANTILEVER WiLL SIT ON L_ ;`,-:�J 0/ UNHEATED SPACES
<br /> ISr vt,ni4 "ww J,,,,,,� _ � STANDARD E . WALL-2 STORY i�'•�'I PER PLAN 2x ST W/3-16d EA JST
<br /> OR STANDARD FND WALL !/,I 3/4" APA RATED T&G CD INT & SLANT NAIL RIM TO PLATE
<br /> 7`$" 3X DF#2 (CUT TO FIT) W/ W�EXT. GLUE, NAIL w/ton w/16d @ 6 o.c. TYP X 5 „0 A307 STUDS© 24"0 C CANTILEVER SECTION 10." O.C. IN
<br /> & SOLID BLKG ', LAP SHEATH'GF�RD�HIE�APL SEER
<br /> / 2x4 PRESS.i �l i I _ HI______„A I I 8 ,� �
<br /> (STAGGERED) • I': WHERE APPLICABLE SCALE: 3/8" = 1••-• O SOLID BLK FLOOR JSTS PER PLAN ��i�i4�i4r�g1'�gq�►�r SEE REBAR REQUIREMENTS
<br /> • - @ SUPPORTS DBL UNDER PARALLEL PART. (SHEARWALL CRITERIA PRESIDES)
<br /> _ 18" MIN. CLEARANCE R-30 INSULATION U.N.O. _ �'�
<br /> SI M P S 0 N HANGER PER RUN 12" MIN UNDER BEAMS INSUL PLUMBING Sc MECH. r\\��-GRADE SLOPE AWAY
<br /> 6 PLAN io z FROM FOUNDATION
<br /> COvIN . *SEE REBAR REQUIREMENTS (LEFT BOT. CORNER) ., r� -! 0 1/4" PER FOOT
<br /> 3/4" PLYWOOD RISER. 15 i;WAS, W'>* INT. GRADE t,,° . ``'-�ROOF DRAIN-4" TiGHTLINE
<br /> 0 „1' „ „ t N. SEP FROM FTG DRAIN
<br /> OR 1x8 RIPPED TO FIT + �, ti0 Q 6 MIL BLACK POLY BARRIER _
<br /> �:� �' LAP 12" MiN & UP F W TO SILL 4 4
<br /> 11111117111111 1-1/8" HARDBOARD TREAD A. � / "
<br /> "- W/ ROUNDED NOSING ='e` NM 4 DIA PERF PIPE IN WASHED
<br /> OR 2x12 W/45d EDGE • •• GRAVEL CONNECT TO
<br /> 1/2" G.W.B.
<br /> (3) 2x12 STRINGERS TYP. TWO .DISCHARGE
<br /> U.N.O. MIDDLE STRINGER W/ t ,� WHERE APPLICABLE SCALE: 3/8" = 1 ` 0'.'
<br /> - STRONG BACK , . ` Jt404.1.4.2 t
<br /> fr 1. HEADROOM, 6'-8" MIN, WIDTH, 3'-0' MIN. PER I.R.C. R311.7 ,
<br /> 2. TREADS 10" MIN., RISERS 7 3/4" MAX. R311.7.4 S70NAL „., 3. MINIMUM THICKNESS FOR PLAIN CONCRETE FOUNDATION _
<br /> • JOIST PER PLAN 3. HANDRAIL SHALL BE 34" MIN & 38" MAX. ABOVE STAIR WALLS SHALL BE 7.5 INCHES (191 MM) EXCEPT THAT 6 • ` Date::• ( -1 Imo. . ',
<br /> NOSING. HANDRAIL 1-1/2" MIN. & 2" MAX. iN CROSS SECTION & INCHES (152 MM) IS PERMttA WHERE THE MAXIMUM t
<br /> STEEL BEAM PER 1-1/2" MIN.•OR 3-1/2" MAX. FROM WALL, 'RETURN EA. END TYP. WALL HEIGHT IS 4 FEET, 6 INCHES (1372 MM). '- •
<br /> •
<br /> PER U.B.C. R311.7.8 Scale
<br /> PLAN 4. INSTALL FIREBLKG ®.MID STRINGER SPAN & WALL PER R602.8. R404.1.5.2, CONCRETE WALL THICKNESS. THE THICKNESS OF •
<br /> 5. I.R.C. 302,7 ENCLOSED AND ACCESSIBLE SPACE UNDER STAIRS IS JUN 2 $ 2019 CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR GREATER _
<br /> ,`TO BE COVERED WITH A MINIMUM 1/2" G.W.B. THAN THE THICKNESS OF THE WALL IN THE STORY ABOVE • Drawn;.•- • •
<br /> -
<br /> STAIR SECTION DETAIL -� _-
<br /> JOI ST/STE -L � EAV CO\ \ ECTI O\ CITY OF EVERETT Job ,` -. w
<br /> . leir . WHERE APPLICABLE SCALE: NONE E iE FOR PERMIT . . 1-1
<br /> `1 �av, Sheet
<br /> ® �q 501-11ttol,i,t\* • 7
<br /> o� VIA •
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