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z <br /> C) <br /> P.T. POST U) <br /> REQ'D LLJ z <br /> 3/4' APA RATED T&G CD INT Q <br /> OR A35 ES. ® 216"o /c WM. GLUE, NAIL W/lOd COL PER PLAN w <br /> 5 F T SETBACKS FIRE— RATING wPLYWD PER PLAN 2x BLK'G 16' o c 1 O.C. @EDGES & SOLID BLK'G W _ <br /> / 10d ®6 EDGE 2x6 P.T. PLATE FOf� ��JST SP� 10' O.C. IN FIELD m Ur <br /> w @ 4 TO SEE DETAIL 1 FOR CONC <br /> MAXIMUM 18" ENCROACHMENT w/W/x10' A.B- PLYWOOD ALL OTHER INFO FLOOR JOISTS SOLID BLOCKING FLAN�EWG <br /> (INCLUDING EAVE OR OVERHANG) FRAMING PER PLAN @ 18, O.C. PER PLAN = Q <br /> NO ROOF/ATTIC TOP CONNECTION P.T. BMS & COLS PA <br /> BM / COL CONN�CT. J (7 <br /> VENTILATION 6' MIN PARALLEL FOUNDATION PLAN -16d BM &4COLWEA SI)2x6 <br /> DIES Z J <br /> SECURE POST <br /> 1.5' MIN DO NOT BACK FILL UNTIL THE W/2 -8d NAIL2x6 PRESSURE O m <br /> 2.5" MAX FLOOR FRAMING IS COMPLETE PER POSTTREATED SILL PLATE <br /> PRE-ENG ROOF TRUSSES @ 24' O.C. CLR <br /> ROOFING PER PLAN T CONC WALL #4 @ 16' o/c irINT GRADE <br /> 1 HR CONSTRUCTION ¢ w/ (2)-#4 TOP 12 ANCHOR PLATE TO FIG. 0 <br /> #4V @ 10 o/c �� CONC FOOTING PER FND PLAN W/2 CONC. NAILS PER PLATE <br /> 12 AT WALLS 14H @ 10" o/c <br /> BAFFLE W/ 1' MIN. AIR SPACE (5/8' GWB INTERIOR AND o ~ <br /> SEE 5/8' GYPB INTERIOR <br /> EXTERIOR) a, 14x24' @ 12' o/c SCALE: NONE I N TM E D. B R G. SUP. DECK DETAIL <br /> INSUL BAFFLE 2x4 SCRND. S-0' MIN » > » <br /> 12' ABV BLOWN VENT BLKG. FRONTFILL CONC - #4 CONT TOP CONNECTION TYPICAL SCALE: 3/8 = 1 — 0 W <br /> 6' ABV BAIT PERPENDICULAR <br /> INSULATION R49 B U M P O U TS THAT PROJECT I 2x4 RAIL AND CAP = <br /> 4'4 FIG GENE NOTES: 36' MIN. TO TOP OF CAP r <br /> 26 GA. CONT. " ' " DRAW IN IBC 2018 EDITION 2x2 PICKETS <br /> CLOSER THAN 5' TO PROP LINE 1 /4 =1 —0 SECURE W/ <br /> 1/2' G.W.B. ALUM. GUTTER I � POCKET 200o PPSF SO I BF`�ARTING PSSURE USE <br /> 16LDG PAPER FLASHING <br /> LEDGER <br /> TYPICAL FASCIA TYP I C A L 50 PSF SURCHARGE (3) 16d GALV. TO LL <br /> LAP SPLIT PLATES PER PLAN � 5 SACK CEMENT PER CUBIC YARD, 2x4, 2x6, OR 5/4x4 OR RESIST 20 f /LF LOAD m <br /> BEARING 2500 PSI MINIMUM COMPRESSIVE STRENGTH, 3/4' PLY W/WEATHERPROOF <br /> 2'-0' SOIL MAXIMUM 6 GALLONS WATER PER SACK MEMBRANE NOTE: RAILING NOT REQ. <br /> 4x8 HDR. UNLESS NOTED GRAD 60 STEEL FOR 5 & LARGER ON DECKS W/IN <br /> 4x8 W/2' FOAM BOARD SIDING PER ELEV. zmMPACTID FRONT FlLL 4" SIAB W GRADE 40 STIFLE FOR #4 & SMALLER i30' OF FINISHED GRADE <br /> COR—A—VENT OR EQUIV ROOFING PER PLAN / rCKL JOISTS PER PLAN1/2' G.W.B. 0/ 15 FELT. @ 1:2 (V:H)IRAX SLOPE 'ar' 6X6 W1.4 X W1.4 WWF BACKFIl1 WITH POUROUS MATERIAqLL., rD <br /> HANGER BRACKETS W <br /> 'IN-VENT' ROOF INTAKE (PER STND DETAIL) EXTEND 6-0 MIN OR 13 @ 12'0/c E.W. DO NOT CREATE AN UNEQUAL BACKFILL UNTIL � ------ - <br /> o VENT STRIP INSTALLED FOOTING BACK FILL IS COMPACTED IN PLACE L_ 2x LEDGER WITH 2x RIM JOIST 7 <br /> R-21 INSULATION 1/2' CDX PLYWOOD 36' FROM EDGE OF EAVE (2)3/8'x3' GALV SOLID BLOCKING _ <br /> > SHTG OR 7/16' O.S.B. RESTRAINED FOUNDATION WALL z LAG BOLTS W/WASHERS BEAM CTI PLAN m <br /> W SOLID BLOCK, CUT TO FIT TIGHT J CONNEC110N TO COL END POST MID POST <br /> AGAINST TOP PLATE & SHEATHING 16' O.C. STAGGERED O <br /> W 2x6 STUDS @ 16' O.C. 2x6 BASE PL » > » 2x4 CLEAT BOTH SIDES <br /> V) W/(4) 8d NAILS EACH BLOCK TYPICAL SCALE: 3/8 = 1 — 0 5N UN LATERAL BRACIN N <br /> NO VENTS ALLOWED 1N BLOCK INSUL PER (xv UNDERSIDE OF JOISTS LL <br /> 2x RIMJOIST 2018 IRC - TABLE R302.1(1) ��� WSEC 2018 NOTE: COLUMN PER PROVIDE KNEE PBRACES BLOCK (SANDWICH) POST <br /> 2x6 PRESS. 1RTD ALL WOOD EXPOSED TO FOR LATERAL RESISTANCE & THRU-BOLT USING <br /> 3/4'O.S.B. OR 3/4'T&G SILL PLATE WEATHER TO BE PRESS. TRl'D IF COLUMN EXCEEDS 4'-0" HT GALV 3�8a CARRIAGE BOLTS <br /> OR HAVE NATURAL RESISTANCE WITH WASHERS NUTS <br /> TO DECAY GRADE 1' MIN. <br /> SOLID BLK'G FLOOR JOISTS PER PLAN GUTTER PER PLAN NZ SIMPSON STEEL POST BASE 4x4 POST <br /> @ SUPPORTS DECK �_� a INSTALL PER MFGS SPECS. DECK DETAIL <br /> SHEARWALL 1 CONCRETE FOOTING <br /> 2-2xs TOP PLATES MSTC66 ® CENTERLINE PER `� DOUBLE STUDS ® DETAIL I PER FDN. PLAN SCALE: 1/4" = 1'— 0" <br /> EACH STRAP EDGE <br /> LAP SPLICES TRUSS & E A VE DETAIL NAIL SHTG LINO <br /> of RIM JSI AND TYPICAL SCALE: 3/8 = 1 — 0 TYPICAL <br /> 4x8 HDR. UNLESS NOTED 3/8"=1 '—0" EAVES CLOSER THAN 5' TO PROP LINE FILL ALL HOLES w/ 16d FRAMING PER <br /> 48 W/2' FOAM BOARD NOTE IF STRAP OVERLAP IS REQ'D, (10)-16d PLAN INSTALL (2) SIMPSON DTT2Z DECK TENSION TIES PER <br /> TYPICAL NAILS MIN SHALL Go THROUGH BOTH STRAPS. DECK DECKS UNDER 30" ABOVE GRADE ARE EXEMPT <br /> 1/2' G.W.B. ( ) <br /> o FIRE RESISTANT RATED PLYWOOD RELOCATE MSTC ABOVE CENTERLINE IF REQ'D. <br /> Q R-21 INSULATION <br /> Cam? O.H. IF GABLE END VENT IS J <br /> W INSTALLED IRC 302.1(b) STRAP PER PLAN PONY WALL 14'-0" Q <br /> NOTE: VARIES SEE PLAN F— <br /> N 2x6 STUDS @ 16' O.C. STRAP LOCATION 2X6 CONSTRUCTION: <br /> , <br /> �ROOFING PER PLAN IF FOOTING IS POURED _ _ ABOVE ABOVE @ -0 10'-0" '-0" w <br /> 2x6 BASE PL SEPERATELY PROVIDE #4 of c 16 O.C. <br /> REBAR YER cl <br /> TS®48"O.C. MAX. 6' SHEARWALL 4x4 RAIL VARIES SEE PLAN <br /> 3/4'O.S.B. OR 3/4'T&G 2x RIMJOIST WITH STD. HOOK PER DRAWING. SP�FlCATIONS POSTS TYP <br /> PRE-MFG TRUSSES EXTEND TO 3' CLR FROM BOT. SHEARWALL (6' O.C. MAX) - <br /> OF FTG, ROTATE HORIZ. ABOVE <br /> SOLID BCK'G 2x6 PRESS. EXTENSION PARALLEL TO WALL - <br /> @ SUPPORTS FLOOR JOISTS PER PLAN f 7RrD SILL PLATE FOR PROPER CONCRETE COVER. - N �j <br /> SIDING STEM WALL 4x12 P.T. BEAM N <br /> PER PLAN INSUL PER WSEC 2018 6' MIN FIN GRADE PER PLAN CO - - <br /> #4 REBAR W/ �,a <br /> x z <br /> 2-2x6 TOP PLATES <br /> 12 MINIMUM �� �� 00 <br /> LAP SPLICES HORIZONTAL - <br /> 5' FROM EXTENSION 4"0 FfG m O w <br /> PROPERTY UNE _ DRAIN IN FOOTING O o I w <br /> 4x8 HDR. UNLESS NOTED TYPICAL WALL STD. HOOK -� GRAVEL POCKET PER p� ® o m In <br /> _ <br /> 4x8 w/2' FOAM BOARD PER PLAN - o z o o v 1 w v <br /> Ld <br /> 1/2' G.W.B. INSUL PER WSEC 2018 •L o Nv o U) r <br /> R-21 INSULATION - - _ U) r r Q <br /> T-= BEARING N [n r O N v� r i <br /> GABLE END DETAIL TYPICAL TYPICAL PONY WALL 3' S°" o N x c Nx <br /> W 3/8"-1 '—O" GABLE ENDS AT 5' TO PROPERTY LINE -I LINE OF HOUSE N 2x8 P.T. LEDGER N o Q <br /> uj 2x6 STUDS @ 16' O.C. - SCALE: NONE <br /> 2x6 BASE PL Q <br /> 2x RIMJOIST <br /> 3/4'0-S.B- OR 3/4'T&G Q LINE OF HOUSE — TYPICAL <br /> SOLIDk�G FLOOR JOISTS PER PLAN ���� ISUPS 2x6 PRESS. TRTD SILL PLATE PRE-ENG ROOF SCISSOR TRUSSES ® 24' O.C. Aw ���/ TYPICAL SCALE: 1 4" = 1 '— 0" <br /> 18" MIN. CLEARANCEj <br /> ROOFING PER PLAN v/ �Z�` / O <br /> 12' MIN UNDER BEAMSGRADE SLOPE Q�� <br /> i� z AWAY FROM V4'� <br /> FOUNDATION 12 �,� R.��- 1/2- OSB OR DECK PLAN to <br /> ROOF DRAIN-4' <br /> /2" CDX <br /> INT. GRADE 6 MIL BLACK POLY BARRIETIGHTLINE SEP INTERIOR PITCH: PLAN PLYWOOD SHTG CV <br /> FROM FIG DRAIN PER PLAN 2x4 SCRND. VENT BL1CG. EA BAY 2x4 STUDS @ 16" O.C. <br /> THREE STORYI 4' DIA PERF PIPE IN 2x6 PRESS. TRT'D SILL PLATE <br /> SECTION WASHED GRAVEL NSULPER 2018 WSEC 4" CONC. SLAB ON COMP CAULK BELOW <br /> FILL, TAMP AS REQ FASTENING SCHEDULE: U) <br /> TYPICAL SCALE: 3/8"=1 '—O" 1/2' G.W.B. GRADE SLOPE <br /> cn 26 GA. CONT. . - -_ . - 1ro co AWAY FOUNDATION �' REFER TO ATTACHMENT <br /> Z o _ l.� EXHIBIT <br /> Q 2-2x6 TOP PLATES TYPICAL FASCIA r `� Z ROOF DRAIN-4" <br /> W LAP SPLICES `�I I I B I B I L TIGHTLINE SEP 0 �d i <br /> W PER PLAN GARAGE ��� FROM FTG DRAIN Z f Q <br /> uj 4x8 HDR. UNLESS NOTED i 1 <br /> 4x8 W/2' FOAM BOARD -�SIDING PER REV.REV. WALL ��" IN WASHED GRAPVEL `` I TT,' c LLI <br /> _ 1 j /�`C. 4 <br /> 1/2' G.W.B. SECTI ONE I2_rrc I I � <br /> SCALE: 3/8" = 1'— 0" Sw t ��"p�r ►� <br /> TYPICAL <br /> SCISSOR TRUSS SECTION �r �av4IP,"" PAGE <br /> "SCALE: 3 8 = 1 '— 0" <br /> TYPICAL / V <br /> 8 of 8 <br />