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z <br /> 0 <br /> P T POST D 1u <br /> REQ Z <br /> 3/4' APA RATED T&G CD INT Q Q <br /> SIMPSON A35 @ 16' o/c W�W. GLUE, NAIL W/10d COL PER PLAN � <br /> 5 F T SETBACKS FIRE— RATING OR A35 ES. @ 24" o c 6 O.C. ® EDGES & SOLID BLK'G w = <br /> PLYWD PER PLAN 2x BLK'G @ T o/c <br /> w/ tOd 6' EDGE 2x6 P.T. PLATE ,�, ll 10' O.C. IN FIELD 2 (D <br /> MAXIMUM 18' ENCROACHMENT w/ �x10" A B. FOLj PTO SEE DETAIL 1 FOR FLOOR JOISTS COOTNIC O <br /> FRAMING PER PLAN @ 18 O.C. w� ALL OTHER INFO PER PLAN SOLID BLOCKING FOOTING = Q <br /> (INCLUDING SAVE OR OVERHANG) PLAN VIEW <br /> _ TOP CONNECTION P.T. BMS & COLS PER BM / COL CONNECT. J 0 <br /> NO ROOF/ATTIC 6+MIN PARALLEL FOUNDATION PLAN WLP.T. 2x4,OR W/P.T. 2x6 TIES Z J_ <br /> VENTILATION 2-1 d BM & COL EA SIDE <br /> SECURE POST TO �6 PRESSURE O <br /> 1.5' MIN DO NOT BACK FILL UNTIL THE W/2 —8d NAILS �� m <br /> 2'CLR FLOOR FRAMING IS COMPLETE PER POST TREATED SILL PLATE <br /> PRE-ENG ROOF TRUSSES (� 24' O.C. ~ <br /> 8" CONC WALL f4 @ 16' o/c a , Ir INT GRADE <br /> ROOFING PER PLAN w/ (2)-;�4 TOP 12 ANCHOR PLATE TO FIG. <br /> 1 HR CONSTRUCTION Q 14V @ 10' o/c �� CONIC FOOTING PER FND PLAN W/2 CONC. NAILS PER PLATE <br /> 12 AT WALLS M 14H @ 10' o/c <br /> BAFFLE W/ 1' MIN. AIR SPACE (5/8 GWB INTERIOR AND ~ <br /> SSEELAM 5/8" GYPBOARD EXTERIOR) �!4x24' @ 12' o/c SCALE: NONE I N TM E D. B R G. SUP . DECK DETAIL C) <br /> 00-0 <br /> INSUL BAFFLE 22x4 SBLKG. S-0* IN CONC FTG TYPICAL I C A L / <br /> 12' ABV BLOWN w/ (3) - #4 CONT TOP CONNECTION SCALE: 3 8"= 1 '— 0" W <br /> 6" ABVBATT PERPENDICULAR mc <br /> CAP <br /> INSULATION R49 BUMP 0 U TS THAT PROJECT I I GENERAL NOTES: 64 NIL TO AND <br /> TOP OF CAP <br /> DR FTG O <br /> 26 GA. CONT. DRAIN IN IBC 2018 EDITION 2x2 PICKETS <br /> ALUM. GUTTER CLOSER THAN 5' TO PROP LINE 1 /4 =1 —0 GRAVEL POCKET 35 PCF EQUIVILENT FLUID PRESSURE USE 1'x1' MTL FLASHING SECURE W/ <br /> 1/2' G.W.B. TYPICAL FASCIA 50 PSF SURCHARGE (3) 16d GALV. TO <br /> TYPICAL C A L + 2000 PSF SOIL BEARING PRESSURE EXTEND BLDG PAPER BEHIND LEDGER LL <br /> 2-2x6 TOP PLATES 3'� 5 SACK CEMENT PER CUBIC YARD, 2x4, 2x6, OR 5/4x4 OR RESIST 201 /LF LOAD <br /> CLR 8' BEARING 2500 PSI MINIMUM COMPRESSIVE STRENGTH, 3 4' PLY W/WEATHERPROOF <br /> LAP SPLICES PER PLAN 2'-0" SOIL MAXIMUM 6 GALLONS WATER PER SACK MEMBRANE NOTE: RAILING NOT REQ. <br /> ON DECKS W/IN <br /> 4x8 HDR. UNLESS NOTED GRADE 60 STEEL FOR 15 & LARGER 30' OF FINISHED GRADE <br /> 4x8 W/2' FOAM BOARD SIDING PER ELEV. COR-A-VENT OR EQUIV ROOFING PER PLAN COMPACTED FRONT FILL 4' SLAB W/ GRADE 40 STEEL FOR ¢4 & SMALLER = 7DCTKL JOISTS PER PLAN0/ 15# FELT. "IN-VENT' ROOF INTAKE (PER STND DETAIL @ 1:2 (V:H) MAX SLOPE 'or 6X6 W1.4 X WIA WWF BACKFILL WITH POUROUS MATERIAL, HANGER BRACKETS W <br /> 1/2' G.W.B. ) EXTEND 6—0 MIN OR 13 @ 12'o/c E.W. DO NOT CREATE AN UNEQUAL BACKFILL UNTIL v ——————— — 2x RIM JOIST <br /> v, VENT STRIP INSTALLED FOOTING BACK FILL IS COMPACTED IN PLACE <br /> 0 36' FROM EDGE OF EAVE o � ��ED GALV W� SOLID BLOCKING <br /> R-21 INSULATION 1/2' CDX PLYWOOD z LAG BOLTS W/WASHERS BEAM PER PLAN m <br /> w SHTG OR 7/16" O.S.B. SOLID BLOCK, CUT TO FIT TIGHT RESTRAINED FOUNDATION WALL J 16" O.C. STAGGERED CONNECTION TO COL END POST MID POST O <br /> ui AGAINST TOP PLATE & SHEATHING > » 5/4x4 LATERAL BRACIN 2x4 CLEAT BOTH SIDES �N/ <br /> N 2x6 STUDS @ 16' O.C. 2x6 BASE PL W/(4) 8d NAILS EACH BLOCK TYPICAL SCALE: 3/8 = 1 — 0 ON UNDERSIDE OF JOISTS L.1_ <br /> NO VENTS ALLOWED IN BLOCK INSUL PER <br /> WSEC 2018 NOTE <br /> 2x RIMJOIST 2018 IRC - TABLE R302.1(1) 5 COLUMN PER PLAN BLOCK (SANDWICH) POST <br /> PROVIDE KNEE BRACES <br /> ALL WOOD EXPOSED TO FOR LATERAL RESISTANCE & THRU-BOLT USING <br /> GALV 3/8a CARRIAGE BOLTS <br /> 2x6 PRESS. TRT'D WEATHER TO BE PRESS. TRT'D <br /> 3/4'O.S.B. OR 3/4'T&G SILL PLATE OR HAVE NATURAL RESISTANCE IF COLUMN EXCEEDS 4'-0' HT. WITH WASHERS NUTS <br /> C- TO DECAY GRADE 1' MIN. <br /> SOLID BLK'G GUTTER PER PLAN NZ SIMPSON STEEL POST BASE 4x4 POST <br /> @ SUPPORTS FLOOR JOISTS PER PLAN �� e a INSTALL PER MFGS SPECS. <br /> DECK DECK DETAIL <br /> SHEARWALL ` CONCRETE FOOTING <br /> pp� PLAN----, DOUBLE STUDS @ I PER FDN. PLAN SCALE: 1/4" = 1'- 0" <br /> 2-2x6 TOP PLATES MSTC66 @ CENTERLINENAIL SHTRGA UNO DETAIL TYPICAL <br /> LAP SPLICES TRUSS 8c EAVE DETAIL OF M JS I AND <br /> FILL IAli HOLES w/ 16d TYPICAL SCALE: 3/8" = 1 '— 0" <br /> 4x8 HDR. UNLESS NOTED 3/g"=1 '-�" EAVES CLOSER THAN 5' TO PROP LINE PRANMING PER <br /> 4x8 W/2' FOAM BOARD NOTE IF STRAP OVERLAP IS REQ'D, INSTALL (2) SIMPSON DTT2Z DECK TENSION TIES PER <br /> TYPICAL NAILS MIN SHALL GO THROUGH BOTH DECK (DECKS UNDER 30" ABOVE GRADE ARE EXEMPT) <br /> 1/2' G.W.B. RELOCATE MSTC ABOVE CENTERLINE I (f) <br /> R-21 INSULATIONFIRE RESISTANT RATED PLYWOOD> @ O.H. IF GABLE END VENT IS <br /> INSTALLED IRC 302.1(b) STRAP PPONY WALL14'-0"W N OTE: x LOCATE CONSTRUCTION: VARIES SEE PLAN W <br /> N 2x6 STUDS @ 16' O.C. M m STRAP LOCATION 2X6 MATCH '-0" 10'-0" '-0" <br /> ROOFING PER PLAN IF FOOTING IS POURED _ _ pgO� ABOVE ® 0 <br /> 2x6 BASE PL SEPERATELY PROVIDE #4 16' O.C. VARIES SEE PLAN <br /> REBAR VENTS@48'O.C. MAX. SHEARWALL 4x4 RAIL <br /> 3/4'O.S.B. OR 3/4'T&G 2x RIMJOIST WITH STD. HOOK PER DRAWING. SPOEMFICATIONS POSTS TYP <br /> PRE-MFG TRUSSES EXTEND TO 3' CLR FROM BOT. SHEARWALL (6' O.C. MAX) <br /> OF FTG, ROTATE HORIZ. ABOVE <br /> 2x6 PRESS. EXTENSION PARALLEL TO WALL of <br /> SOLID BLK'G fTRT'DSILL PLATE FOR PROPER CONCRETE COVER. <br /> @ SUPPORTS FLOOR JOISTS PER PLAN _ - - � N <br /> SIDING INSUL PER WSEC 2018 STEM WALL �� 4x12 P.T. BEAM o� z <br /> 6" MIN FIN GRADE •� PER PLAN ry <br /> PER PLAN #4 REBAR W x L I Q <br /> 2-2x6 TOP PLATES 12 MINIMUM iIE <br /> HORIZONTAL Ld <br /> C <br /> LAP SPLICES 5' FROM EXTENSION DRAIN IN FOOTING O o of w <br /> 4x8 HDR. UNLESS NOTED PROPERTY LINE TYPICAL WALL STD. HOOK =1 GRAVEL POCKET PER p� _ on ® ^^ -1 o am F-- <br /> 4xs w/2' FOAM BOARD PER PLAN - e o z o o� oco v a _ _ <br /> 1/27 G.W.B. INSUL PER WSEC 2018 e ;� n -1 0 � = o Q 0 <br /> R-21 INSULATION 3'I �i SOIL ING D N D IV D = <br /> W GABLE END DETAIL TYPICAL TYPICAL PONY WALL LINE OF HOUSE N 2x8 P.T. LEDGER N � o <br /> 3 8 —1 -Q GABLE ENDS AT 5' TO PROPERTY LINE Q <br /> W 2x6 STUDS @ 16' O.C. / — SCALE: NONE <br /> 2x6 BASE PL <br /> 2x RlMJ01ST <br /> 3/4'O.S.B. OR 3/4'T&G G0 N4 ll fib" 7? � - LINE OF HOUSE — TYPICAL <br /> OLID LK G FLOOR JOISTS PER PLAN <br /> SUP TS 2x6 PRESS. TRT'D SILL PLATE PRE-ENG ROOF SCISSOR TRUSSES @ 24' O.C. 01 �/G-� / ,� ��Z r �,,ti- �(h,� 1446k <br /> ' 18' MIN. CLEARANCE ROOFING PER PLAN ) TYPICAL SCALE: 1 /4 = 1 — 0 O <br /> 00 <br /> 12" MIN UNDER BEAMS GRADE SLOPE <br /> AWAY FROM 7/16n OSB OR DECK PLAN U) <br /> FOUNDATION <br /> 12 1/2- cDx N <br /> ROOF DRAIN-4' SEE PLYWOOD SHTG <br /> INT. GRADE 6 MIL BLACK POLY BARRIER co TIGHTLINE SEP INTER!QR PITCH: PLAN 2x4 STUDS 16" O.C. <br /> FROM FTG DRAIN PER PLAN 2x4 SCRND. VENT BLKG. EA BAY <br /> THREE STORY 4 1 8.6'4 4" DIA PERF PIPE IN <br /> 2x6 PRESS. 1R1'D SILL PLATE <br /> WASHED GRAVEL NSUL PER 2018 WSEC 4' CONC. SLAB ON COMP CAULK BELOW <br /> SECTION FILL., TAMP AS REQ � ,; 1 (,( d��� FASTENING SCHEDULE: � <br /> TYPICAL SCALE: 3 8"-1'-0" 1/2' G.W.B. - m AWAY F SLOPE �('" REFER TO ATTACHMENT <br /> / — <br /> FOUNDATION EXHIBIT A v, 26 GA. CONT. � � � _ <br /> 0 2-2x6 TOP PLATES C ALUM' GUTTER I; r `� z ROOF DRAIN-4" <br /> > LAP SPLICES TYPICAL FASCIA `�I I• 11GHTLINE SEP i I <br /> W OS Q <br /> PER PLAN GARAGE •-i FROM FTG DRAIN t y1/a; r{1(3�`�� �� � w <br /> N 4x8 HDR. UNLESS NOTED �r„ 4" DIA PERF PIPE ( t S <br /> 4x8 W/2' FOAM BOARD —�_ WALL 2' k m►� - <br /> - SIDING PER ELEV. SECTION IN WASHED GRAVEL <br /> 1/2' G.W.B. - � 1 <br /> TYPICAL SCALE: 3/8 — 1,- o <br /> SCISSOR TRUSS SECTION (D r'tovv PAGE <br /> SCALE: 3/8 = 1 — 0" z S <br /> TYPICAL " ' <br /> Q c 8 of 8 <br />