|
RAILING TYPES OPENINGS:
<br /> A:OPEN GUARD-SO A 4"SPHERE CANNOT PASS THROUGH
<br /> B:STAIR RAILINGS-SO A 4-3/8"RAIL CANNOT PASS THROUGH GENERAL SPECIFICATIONS
<br /> C:OPENING AT STAIRS-SO A 6 SPHERE CANNOT PASS THROUGH
<br /> SOLID OPEN I OPEN STAIR CODE:
<br /> GUARD GUARD HANDRAIL 2021 INTERNATIONAL RESIDENTIAL CODE(I.R.C.)&THE WA.ST.ENERGY 5FT SETBACKS FIRE-RATING
<br /> CODE 2021 EDITION ALONG WITH ALL ADDITIONAL APPLICABLE CODES 4,5,6
<br /> -77 ff X BUILDING' MAXIMUM 18"ENCROACHMENT
<br /> m .B OCCUPANCY-GROUP: (R),TYPE: V N (INCLUDING HAVE OR OVERHANG) /
<br /> _ SEISMIC USE GROUP II SITE CLASS D
<br /> SEISMIC -D- MAPPED ACCELERATION Ss=1.55 NO ROOF/ATTIC VENTILATION
<br /> SH A HANDRAIL HANDRAIL LOOKS LIKE THIS S1=0.55 SDs=1.09 Cs=SDs/(R/1) I
<br /> THE TOP of cuARos FOR WIND(EXPOSURE B) BASIC SPEED-110 MPH PER TABLE 26.5-1A
<br /> ~z STAIRWAYS,EXCLUSIVE OF
<br /> o THEIR LANDINGS,MUST DIRECTIONAL FACTOR Kd=0.85,Kx1=1.0
<br /> HAVE A MINIMUM HEIGHT PRESSURE PER TABLE 27.6-1 17.5psf 15jg"coWB INTER OR ANDSTRUCTION AT WALLS
<br /> h RUN OF 34"MEASURED REQUIREMENTS: 5/8"GIB OARD EXTERIOR) \
<br /> VERTICALLY FROM THE
<br /> Ej G NOSING of THE TREAD CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS,&BUILDING DIMENSIONS,
<br /> a
<br /> "PROVIDE A DRIP EDGE AT EAVES AND RAKE EDGES PRIOR TO PROCEEDING WITH THE WORK.ANY VARIATIONS FROM CONDITIONS PLAN ,
<br /> _ AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE
<br /> o y 3/4"PLYWOOD RISER -NO INSULATION REQUIRED OVER OVERLAPPING 1 MINIMUM VE LA PER UNDE.8.5
<br /> oR txB RIPPED To HT NON-CONDITIONED SPACE ATTACH EVERY 12"AND OVERLAP WITH UNDERLAYMENT 2x6 STUDS ®16" O.C. DESIGNER FOR RESOLUTION PRIOR TO PROCEEEDING WITH THE WORK.
<br /> 1-1/8'HARDBOARD TREAD WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. FIRE RATED PLY UNDER
<br /> w/Roueoe0 NoslNc R-21 INSULATION MIN. 7/16" O.S.B.
<br /> OR 2x12 W/45d EDGE PRE-ENG ROOF TRUSSES @ 2a"OC CONVENTIONAL LOADING: PER TABLE 301.5 VERIFY W/JURISDICTION BUMP OU TS THAT PROJECT
<br /> 1/2"G.WB. (3)2x12 STRINGERS TYP. ROOFING PER PLAN WATER RESISTANT BARRIER LOADING LIVE DEAD TOTAL
<br /> EXTEND BEYOND TOP OF CONIC. ATTICS NO STORAGE 10 PST
<br /> 10 PSF 20 PSF GRADE OR FUDOR LEWL U.N.O.MIDDLE STRINGER W/ BAFFLE W/1"MIN.AIR SPACE CLOSER THAN 5'TO PROP LINE
<br /> STRONG BACK 1/2" GWB R-5 CONTINUOUS INSUL. ATTICS W/STORAGE 20 PSF 10 PSF 30 PSF 3/8"=1'-O'
<br /> 1.HEADROOM,6'-e"MIN.WIDTH,3'-0-ME.PER I.R.C.R3n.7s 12 H2.5,H4,HS EA TRUSS/RAFTER QR 1.5" EXPANDED POLYSTYRENE HABITABLE ATTICS&W/STAIRS 30 PST 10 PST 40 EST *EN
<br /> OOFING PER PLAN
<br /> 2.TREADS TO-MIN.,RISERS 7 3/4"MAX.R311.5.2 SEE H-1 @ EVERY OTHER TRUSS/RAFTER TO TOP PLATES (PER SINE ➢ETAIL)
<br /> PLAN 1" EXTRUDED POLYSTYRENE BALCONIES EXTERIOR&DECKS 60 PST 10 PST 70 PST -� 3
<br /> 3.HANDRAIL SHALL BE 34°MIN&38"MAX.ABOVE STAIR ( )
<br /> NOSING.HANDRAIL 1-1/2"MIN.&2"MAX.IN CROSS SECTION& INSUL BAFFLE 2x SO ND.VENT BLKG. .75" POLYISOCYANURATE FIRE ESCAPES 40 PSF COR-A-VENT OR "IN-VENT"
<br /> 1-1/2'MIN.OR 3-1/2"MAX.FROM WALL,RETURN EA.END TYP. POSITION TO TRANS.ROOF FORCES TO CAULK/SEAL ALL VERIFY R-VALUES ROOF INTAKE VEIP INSTALLED
<br /> 12"ARM BLOWN TOP PL..RIP FROM 2x6 TO FIT VERT. GAURDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION 36"FROM EDGE VE
<br /> PER u.e.c.R3n.7.a WOOD TO WOOD SEAMS TAPE SEAMS PER MFG (CUT Y'
<br /> 4.INSTALL FIREBLKG @ MID STRINGER SPAN&WALL PER R302.11&12. 6"ABV BATT EDGE NAIL ROOF SHTH'G Sd GALV.@ 6°O.C. GAURDRAILS IN-FILL 50 LBS APPLIED TO 1 SQ.FT. WIDE STRIP IN PL @ VENT) /
<br /> 5.I.R.C.302.7 ENCLOSED AND ACCESSIBLE SPACE UNDER STAIRS IS PASS.VEHICLE GARAGE 50 PST IF ELEVATED 2,000 LB,OVER 20 SQ IN
<br /> To BE COVERED WITH A MINIMUM 1/2"G.W.B. INSULATION PER 2021 IRC-R60 3/16" MIN AIR GAP ROOMS(NON-SLEEPING) 40 PSF 10 PST 50 PST SOLID BLOCK,CUFIT TIGHT SOLID BLK FLOOR JSTS PER PLAN i 1
<br /> SLEEPING ROOMS 30 PST 1O PST 40 PST AGAINST TOP PLSHEATHING
<br /> *GUARDS SHALL COMPLY WITH R312 -38 WSEC IRC 2021 ®SUPPORTS DEL UNDER PARALLEL PART.
<br /> 1/2"G.W.B. 26 GA.CONE. W/(4)8d NAILS BLOCK
<br /> *GUARDS SHALL BE STRUCTURALLY DESIGNED/BUILT TO COMPLY WITH ALUM.GUTTER U UUU STAIRS 40 PST 10 PST 50 PST NO(VENTS ALLOWBLOCK
<br /> IRC TABLE R301.5 (i.e.,DESIGNED TO WITHSTAND A 200#LOAD IN ANY 2-2x6 TOP PLATES TYPICAL FASCIA HORIZONTAL SIDING OR 300 LB PT.LOAD ON 4 SO.IN. 2015 IRC-TAB2.1(1) /
<br /> DIRECTION ALONG THE TOP AND A 50#POINT LOAD ELSEWHERE. LAP SPLICES 48"W/(8)16d LUMBER STRENGTH: PER 2018 N.D.S.STANDARDS O INSUL PER WSEC
<br /> FOR GLASS GUARDS OR WITH GLAZING, SEE IRC R308.4.4 HEM FIR FOR 2x MEMBERS,DOUG FIR FOR BEAMS&HEADERS U.N.O.STAIR SECTION/GUARDRAIL DETAIL JOISTS&RAFTERS FIBER STRESS SHEAR ELASTICITY NOTE: WHEN REPLACING
<br /> WHERE APPLICABLE SCALE: NONE 6 WSEC-EXTERIOR WALL-ROOF O1 WSEC/20, IRC-OVERLAP CONC. WALL 2x HF#2 850 75 3 STANDART BIRDBLOCKS
<br /> 2x DF#2 875 95 1.6 WITH COR-A-VENTWHERE APPLICABLE SCALE: NONE WHERE APPLICABLE SCALE: 3 4"4-O" BEAMS&HEADERS "PROVDE A DRIP EDGE AT EAVES AND RAKE EER PLAN OR AN EQUIVALENT,4 ALL PRESSURE TREATED WOOD CUTS TO BE RESEALED. 4x DF#2 875 95 1.6 USE A 10 SQ IN4x OF 1 1000 95 1.7 OVERLAPPING A MINIMUM OF 2"PER R905.2.8.5# ATTACH EVERY 12"AND OVERLAP WITH UNDERLPER FT EXCHANGE
<br /> 6x DF#2 675 85 1.3 DRIP EDGE TYPICAL ALL APPLICATIONS
<br /> STRUCT.MEMBERS TO BE 6x DF#1 1350 85 1.6
<br /> #2 HEM/FIR OR BETTER EH
<br /> 2x6 BASE PIE W/16d®16°O.C. GLU-LAM TIMBERS
<br /> TO JST&2-1( EASTUD BE ((1GF-V3 DF/DF 1600 165 1.5 TRUSS & EAVE DETAIL
<br /> 2x RIMJOIST W/3-16d EA JST DF/LARCH(24F-V4 DF/D 2400 165 1.8 ' EAVES CLOSER THAN 5'TO PROP LINE i- 1,2,7
<br /> 3/4"APA RATED T&G CD TNT &SLANT NAIL RIM i0 PLATE CANIILEVEREED GLU-LAM TIMMMBERS 24F-V8 D/F D/F 3/8"=1'-O'
<br /> w/ExT.GLUE,NAIL W/10d w/1sd @ s°O.C.TYP GLU-LAM EMS TO BE KILN DRIES D.F.DISPLAY AITC STAMP.
<br /> 6 O.C.@ EDGES&SOLID BLKG LAP SHEATH'G FOR SHEAR TRANSFER FIRE RESISTANT RATED PLYWOOD
<br /> 10"O.C.IN FIELD 2.4 PRESS.TRT'D SILL PLATE ALL STRUCTURAL MEMBERS TO BE#2 HEM/FIR OR BETTER AS ®O.H.IF GABLE END VENT IS
<br /> SOLID BLK FLOOR JSTS PER PLAN NOTED ON PLANS '
<br /> SEE REBAR REQUIREMENTS INSTALLED IRC 302.1(b) 1
<br /> @ SUPPORTS DEL UNDER PARALLEL PART. (SHEARWALL CRITERIA PRESIDES) PLYWOOD INDEX:CD ROOF AND SUBFLOOR SHEATHING PER ROOFING PER PLAN SOLID BLK FLOOR JSTS PER PLAN
<br /> TABLE R503.2.1.1(1).WALL SHEATHING PER TABLES R602.3(2) @SUPPORTS DEL UNDER PARALLEL PART.
<br /> 12'MIN.CLEARANCE R-38 INSULATION U.N.O. SHEATHING FASTENERS PER TABLES R602.3(2).
<br /> 18"MIN.CLEARANCE R-38 INSULATION U.N.O.
<br /> 12"MIN UNDER BEAMS INSUL PLUMBING&MECH. GRADE:SLOPE AWAY12"MIN UNDER BEAMS INSUL PLUMBING&MECH. -GRADE:SLOPE AWAY
<br /> FROM FOUNDATION WALL BRACING&BRACED WALL LINES PER R602.10 BRACED WALL PRE-MFG TRUSSES \ _ FROM FOUNDATION
<br /> +SEE REBAR REQUIREMENTS(LEFT BUT.CORNER) - - @ 1/4"PERER FOOT LOCATION,TYPE,&AMT PER FIG R602.10.1.1/TABLE R602.10.1.3 -SEE REBAR REQUIREMENTS(LEFT BOT.CORNER) I, - @ 1/4"PER FOOT
<br /> INT.GRADE •` ROOF DRAIN-4"TIGHTLINE INT.GRADE .` ROOF DRAIN-4'TIGHTLINE
<br /> 6" STEMWALL 8" STEM WALL 6 MIL BLACK POLY BARRIER TAPE SEAMS _ SEP FROM FTG DRAIN STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1).(SEE PAGE 4C.) SIDING IN UL PER W C 6 MIL BLACK POLY BARRIER SEP FROM FTC DRAIN
<br /> LAP 12^MIN&UP F/W TO SILL 4 4 PER PLAN �5" 5
<br /> TYPICAL HDUX-SDS INSTALLATION 1-5 4°DIA PERT PIPE IN WASHED ALL WOOD IN CONTACT W/CONC.TO BE PRESS.TRT'D. LAP 12"MIN&UP F/W TO SILL
<br /> GRAVEL CONNECT TO WOOD EXPOSED TO WEATHER TO BE PRESSURE TRT'D -� 4^DIA PERF PIPE IN WASHED
<br /> APPROVED DISCHARGE OR NATURALLY DURABLE PER 317.1. TWO STORY SECTION ON GRAVEL CONNECT TO
<br /> G
<br /> WHERE APPLICABLE SCALE: NONE •FROM PR PERTY uNE YY J JLLi i V APPROVED DISCHARGE
<br /> ALL FASTENERS(LESS THAN 1/2°DIA)INSTALLED IN TYPICAL WALL
<br /> HDU2, HDU4, HDUS, HDUS SIMILAR ALL PRESSURE TREATED WOOD CUTS To BE RESEALED. PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED R317.3.1 PER PLAN WHERE APPLICABLE SCALE: 3/8 = 1 - 0
<br /> INSTALL HDU2-SDS25 W/120
<br /> 61SDS Ya'x2Yi' - W/SBS/8x24 18" EMBED INSUL PER WSEC
<br /> INSTALL HDU4-SDS25 W/1 SDS Ya'x2h' W/SB5/8x24 18" EMBED VERIFY ALL NAILING,BOLTING,AND OTHER CONNECTIONS TO
<br /> INSTALL HDUS-SDS2.5 W/14 SIDS WX211"- W/SB5_/8x24 18 EMBED D WSEC-EXTERIOR WALL O COMPLY WITH ENGINEERS SHEARWALL SCHEDULE,IF APPLICABLE. GABLE END DETAIL
<br /> INSTALL HDUS-SDS25 W/ SIDS Wx212"- W/SB//8x24 18' EMBED WHERE APPLICABLE SCALE: NONE
<br /> ROOFING OPTIONS: (VERIFY WITH JURISDICTION) 3/8"=V-0' GABLE ENDS AT 5'TO PROPERTY LINE
<br /> 14' 0"
<br /> VARIES SEE PLAN ALL PRESSURE TREATED WOOD CUTS TO BE RESEALED. •COMPOSITION ROOF: ON APPROVED ROOFING PAPER
<br /> 4x4 RAIL '-0" 10'-0" '-0" FASTENED W 4 GALV. FASTENERS PER EA.PIECE
<br /> POSTS TYP R-21 INSULATION MIN. OR MFG SPECS. 7/16'OSB SHEATHING OR EQUIV
<br /> (6' O.C. MAX) VARIES SEE PLAN 2x6 STUDS®16" O.C. WITH 1/2"CCX PLY SHEATHING @ OVERHANGS
<br /> 3/4" PA RATED T&G CD INT CONIC FOOTING NAILED W/8d @ 6 O.C. EDGES, 12' FIELD
<br /> �W/E%i.GLUE,NAIL W/10d COL PER PLAN 1 2" GWB _� 4,5,6
<br /> 6 O.C.@ EDGES&SOLID BUK'G / 7/16' O.S.B. PLYM)PER PLAN FRAMING
<br /> 10"O.C.IN FIELD P.T. n/IOd @ 6"EDGE PER PLAN
<br /> POST VAPOR BARRIER SIMPSON A35®I �/ /
<br /> SOLID BLOCKING oR A35 Es.@ 2a
<br /> FLOOR JOISTS REQ'D ' /cc_ PER PLAN PLAN VIEW R-5 CONTINUOUS INSUL ¢ 2...LK'c®I6"o�c
<br /> ° 4x12 P.T. BE I- SEAL PLATE � P.. LA Od @ 4 TO SIF DETAIL I FOR
<br /> BJ COL CONN CI. rlrb P.T.PLATE FOR 13)JST SP
<br /> P.T.BMS&COLS PER yI / E !r6 /z �J N L4 FOUNDATION PLAN W/P.T.2x4,OR W/P.T.2x6 TIES R-21 INSULATION "
<br /> a 24 24 2-t d BM&COL EEA SIDE HORIZONTAL SIDING ®18.OG PLYWOOD ALL OTHER INFO
<br /> EL SECURE POST TO
<br /> o w W/2-8d NAILS 2xs PRESSURE TOP CONNECTION
<br /> m PER POST TREATED SILL PLATE JOISTS PER PLAN 6"MIN
<br /> o PARALLEL
<br /> OG N - - - INT GRADE INSULATE ®RIM
<br /> LO o �_ oy �j r� -°: ANCHOR PLATE i0 FTC. SEAL RIM JOINTS 1.5'MIN A4®I6'o/c '\ ,
<br /> ZZ p rn No n CONIC FOOTING PER END PLAN W/2 CONIC.NAILS PER PLATE 2.C�MAx 12
<br /> A� DN o DN INT MED. BRG. SUP. PER PLAN
<br /> n m m SEAL PLATES SCALE: NONE
<br /> o rn ^x m WHERE APPLICABLE SCALE: 3/8"=1'- 0"
<br /> 'LINE of HOUSE 2x8 .T. LEDGER 012"P/ TOP CONNECTION
<br /> S-0'MIN GONG FIG PERPENDICULAR
<br /> ALIGN w JSTS O WSEC-EXTERIOR WALL O FLOOR CHANGE-EXTERIOR WALL RONTmL y4CONT GENERAL NOTES
<br /> / 3 IBC 2021 EDITION
<br /> II II WHERE APPLICABLE SCALE: NONE WHERE APPLICABLE SCALE: 3 4"=V-Q" 35 PCF EQUIVLENT FLUID PRESSURE
<br /> 2000 PST SOIL BEARING PRESSURE
<br /> LINE O F HOUSE - TYPICAL "PROVIDE A DRIP EDGE AT EAVES - 4'P FIG 50 PST SURCHARGE
<br /> PRE-ENG ROOF SCISSOR TRUSSES @ 24"O.C. AND RAKE EDGES PER R905.2.8.5 DRAIN IN I IAOK i ENT
<br /> PER CUBIC YAAER�STRENGTH, _ 1,2,7
<br /> JSTS PERP SCALE: 1/4"=1 - 0" ROOFING PER PLAN RAVEL POCKET MAXIM00 UM 6 GALLONS WATER PER TREN �" \
<br /> 14'-0" MAXIM 60 STEEL FOR g5&LEER S
<br /> BAFFLE W/1"MIN.AIR SPACE GRADE 40 STEEL FOR V4&SMALLER ✓✓✓
<br /> VARIES SEE PLAN +R-38 WITH H2.5,H4,H5 EA TRUSS/RAFTER LR m cLR 8" BEARING SACKFUL W1A Po LED us MATERIAL;
<br /> 4x4 RAIL '_0 10'-0" -0 2x4 2 H F. 3 8 MIN CDX PLYWOOD SHTG 12 H-1 @EVERY OTHER TRUSS Af1ER TO TOP PLATES 2'-O' SOIL DO NOT CREATE AN UNEWAL BACxFILL UNTIL gg / RAISED HEEL FOOTING BACK flLL IS COMPACTED IN PLACE
<br /> POSTS TYP SIDDS @ 16'O.C. NAIL 6"EDGES,12°FIELD SEE COMPACTED FRONT FILL 4-SLAB W/
<br /> 6' O.C. MAX VARIES SEE PLAN #2 UCT.MEMBERS TO BE INTERIOR PITCH: RISE 2x SCRND.VENT BLKG.EA BAY M 1:2(V H)MAX SLOPE°or"6X6 WI.4 X WI.4 WWF SOLID BLK FLOOR JOISTS PER PLAN
<br /> ( ) #2 HEM/FIR OR BETTER 2x4 PRESS.TRYD SILL PLATE PER PLAN POSITION TO TRANS.ROOF FORCES TO ExTENO G-0 MIN OR#3®12'o/c EW @ SUPPORTS DBL UNDER PARALLEL PART.
<br /> TOP PIE RIP FROM 2x6 TO FIT VERT.
<br /> 4"CONC.SLAB ON SAND SEE REBAR REQUIREMENTS EDGE NAIL ROOF SHTH'C 8d GALV.@ 6"O.C. RESTRAINED FOUNDATION WALL 118"MIN.CLEARANCE
<br /> 2"MIIN EAGAN
<br /> N UOIL
<br /> NDER BEAMS -GRADE SLOPE AWAY
<br /> FILL,TAMP A5 REQ `R-60 INSUL R-38 INSULATION U.N.O. FROM FOUNDATION
<br /> ON POLY
<br /> o PER 2021 IRC WHERE APPLICABLE
<br /> 4. I GRADE:SLOPE AWAY SCALE: 3/8" = 1'- 0" INSUL.PLUMBING&MECH. _ - @ 1/4"PER FOOT
<br /> 4X12 P.T. BEAM _ I: _ FIR OM FOUNDATION PER 1/2 G.W.B. OVER 6' TALL ACK PCL. 0 s ROOF DRAIN-4"TIGHTLINE
<br /> z F� X - �, v-111E= L 26 GA.CONT. SHEARWALL QgLHTU ps INT.GRADE 6API;BLMIN&Up BAWRITO SILL °
<br /> a c 24 24 III_ _ ER N C TR P / 3" 6 3" SEP FROM FIG DRAIN
<br /> a •I.• ROOF DRAIN-a'TIGHTI.INE ALUM.GUTTER P PLA D
<br /> a SEP FROM FIG DRAIN 2-2x6 TOP PLATES TYPICAL FASCIA E NAI SHTG
<br /> LAP SPLICES 48"W/(8)16d D" 4°DIA PERF PIPE IN WASHED
<br /> b w ti ALL PRESSURE TREATED WOOD CUTS TO BE RESEALED. 4"DIA PERF PIPE IN WASHED PER PLAN MSTC6g®CENITER INE GRAVEL CONNECT TO
<br /> o _ OF RIM JST AryLD APPROVED DISCHARGE
<br /> in @ o GRAVEL CONNECT TO 6x8 OR 4x8#2 D.F.HD FILL ALL HOLES w/16d ONE STORY SECTION
<br /> w o ti ti GARAGE WALL SECTION APPROVED DISCHARGE UN``E�S NOTED SIDING PER ELEV. FRAMING PER WHERE APPLICABLE SCALE: 3/8" = 1'- 0"
<br /> O oTO rn No 4x8 W/2 FOAM BOARD 0/VAPOR BARRIER
<br /> a 1O A� y N O y N WHERE APPLICABLE SCALE: 3/8" = 1'- O" 1/2"G.W.B.�I NOTE:IF STRAP OVERLAP IS FOOD,(IDl-16d
<br /> NAILS MIN SHALL GO THROUGH BOTH STRAPS
<br /> LIME of HousE 2x T. LEDGER O WSEC-EXTERIOR WALL O
<br /> SCISSOR TRUSS SECTION RELOCATE MSTC ABOVE CENTERLINE IF REQ'D.
<br /> WHERE APPLICABLE WHERE APPLICABLE SCALE: 3 8"=1'- 0"
<br /> ATTACH ELK'G TO DECK W/ m ALIGN W/BLK' SCALE: NONE STRAP PER PLAN
<br /> LOCATE UNDER pONY WALL CONSTRUCTI N FOR FULL HEIGHT FOUNDATION WALLS LESS THAN 4'UNEVEN BACKFILL
<br /> 2 ROWS 8d OR 10d BOX OR LL SEAL/CAULK ALL JOISTS AND SEAMS STRAP LOCATION Q
<br /> BLKG MUST FIT SNUGLY PLATE TO PLATE,PLATE TO SHEATING 2x6 MATCH ABOVE @ 16 O.C. MAXIMUM UNSUPPORTED
<br /> COMMON NAIL$@ 4"O.C. - ABOVE SHEARWALL SPECIFICATIONS LOCATION OF HORIZONTAL REINFORCEMENT
<br /> o r BLOCKS MAY BE I-JOISTS STUD TO STUD AND CORNERS FROM SHEARWALL ABOVE HEIGHT OF WALL TO 4'-0°
<br /> y (EXCEPT ANCHOR BLOCK) RIM TO BASE PLATE,BASE TO FOUNDATION (1)#4 BAR WITHIN 4"OF TOP OF WALL,AND#4 @ 16"O.C.
<br /> 2x6#2 HEM/HR RIM TO SHEATHING
<br /> TYPICAL L _ r 1 2 CDX PLYWOOD SHTG NOTE: 2'-0'TO 4'-0' (2)#4 REBAR LONGITUDINAL IN THE FOOTING(OVERLAP SPLICES 2'-0°MIN)
<br /> JOISTS PER PLAN ANCHOR BLOCK MUST BE 3/4°APA RATED T&G CD INT / �J�
<br /> i I
<br /> NAIL 6"EDGES,12"FIELD LOCATION OF VERTICAL REINFORCEMENT
<br /> o m SAWN LUMBER OR SCL W/EXT.GLUE,NAIL W/10d Ord" IF FOOTING IS POURED SEPERATELY
<br /> ;o no MIN 1-1/2"THICK 6 O.C.@EDGES&SOLID BLH'G 2x6 BASE PLATE 5 PROVIDE#4 REBAR VERTS @ 48" STEM WALL #4 BAR @ 18"UC W/ALTERNATING HOOKED AND VENTS
<br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10"O.C.IN FIELD + O.C.MAX. WITH STD.HOOK PER
<br /> FLOOR JSTS PER PLAN 2x RIM JOIST DRAWING. EXTEND TO 3"CUP 6"MIN J&KE
<br /> PER PLAN
<br /> LINE OF HOUSE - TYPICAL SOLID BLK 0SUPORS FROM ROT OF FTG,ROTATE HOR17 PER TABLE R404.L2(1&2) MODIFIED
<br /> EXTENSION PARALLEL TO WAMAX WALL MAX UNBALANCED MINIMUM VERT REINFORCEMENT SIZE SPACINJSTS PARALLEL SCALE: 1/4"=1 - O" -2x6 TOP PLA ES D OR PROPER CONCRETE COVER. HEIGHT BACKFILL HEIGHT FOR 6-8 INCH WALLS - ALL SOIL CLASSESLAP SPLICES 48' 3/8°MIN SOFFIT - 4"O FCONT.VENT DOTING #4 @ 48'O.C.-GRADE 60
<br /> GRA L 6 4R-38 INSULATION UNO. 12 MINIMUM R PLAN @ 30"O.C.-GRADE 40
<br /> BLOCK (SANDWICH) - HORIZ REBAR-(2)#4 IN FTGS,1 BAR W/IN 12"OF TOP OF WALL
<br /> CANTILEVER WILL SIT ON LI 0/UNHEATED SPACES HORIZONTAL NOTE:6°WALL MAX HEIGHT 4'-6"
<br /> POST& THRU-BOLT STANDARD EXT.WALL-2 STORY PER PLAN EXTENSION
<br /> USING GALV 3/8" CARRIAGE OR STANDARD END WALL STD. HOOK NOTE SOME JURISDICTIONS ALLOW 1 BAR HORIZONTALLY IF WALL IS 24"TALL.
<br /> BOLTS WITH WASHERS NUTS
<br /> 4x4 POST ETAIL MID POST END POST CANTILEVER SECTION NOTE: ALL A.B. WASHERS TO BE 3 x3 x1 4
<br /> BQI�RING
<br /> SCALE: 3/8" = 1'- 0° WHERE APPLICABLE SCALE: 3/8" = 1'- 0" TYPICAL PONY WALL SECTIONS NOTES
<br /> ALL PRESSURE TREATED WOOD CUTS TO BE RESEALED. WHERE APPLICABLE SCALE: NONE FAWN CREEK DESIGN
<br /> 12 DECK AND POST PLANS/DETAILS 10 WSEC-EXTERIOR WALL O5 Tonasket, WX OF
<br /> WHERE APPLICABLE SCALE: NONE WHERE APPLICABLE SCALE: NONE
<br /> 406-916-9888
<br />
|