Laserfiche WebLink
z <br /> P.T. POST <br /> REQ'D c Z <br /> 3/4- APA RATED T&G CD INT UJ Q <br /> OR A3 N -S. @ 16' o/c W/EXT GLUE, NAIL W/10d COL PER PLAN C) <br /> 5 F T SETBACKS FIRE— RATING PLYwD PLAN E S @ 24' °% 6 O.C. @ EDGES & SOLID BLK'G w = <br /> w/ 10d @ 6 EDGE � BLK'G @ 16' o% <br /> 2x6 P.T. PLATE Fwf &JST SPAA 10' O.C. IN FIELD <br /> MAXIMUM 18' ENCROACHMENT wM0x10' A.B. w lUd @ 4 TO SEE DETAIL 1 FOR CONC 2 <br /> (INCLUDING EAVE OR OVERHANG) FRAMING PER PLAN @ 18' O.C. PLYWOOD ALL OTHER INFO PER PLAN SOLID BLOCKING FOOTING 0 <br /> TOP CONNECTION PLAN MEW NO ROOF/ATTIC = I P.T. BMS & COLS PER BM// / COL CONN/EPCT. Q � <br /> VENTILATION 6' MIN PARALLEL FOUNDATION PLAN 2% BM &4'COLWEA SIDE/6 TIES <br /> 1.5' MIN DO NOT BACK FILL UNTIL THE SECURE POST TO O m <br /> 25' MAX W/2 -8d NAILS �� 2x6 PRESSURE <br /> PRE-ENG ROOF TRUSSES @ 24' O.C. CLR FLOOR FRAMING IS COMPLETE PER POST TREATED SILL PLATE <br /> r ROOFING PER PLAN T CONC WALL #4 @ 16' o/c TOPyi a-- a , INT GRADE ~ <br /> 1 1 HR CONSTRUCTION x 14V(@ 110 o/c 12 4 ��I = ` I "'ANCHOR PLATE TO FTC_ <br /> 12 BAFFLE W/ 1' MIN. AIR SPACE AT WALLS ¢4H @ 10 o/c CONC FOOTING PER FND PLAN W/2 CONC. NAILS PER PLATE < <br /> PLAN 5/8 SEE n GWB GYPBOA DRIOR AND <br /> EXTERIOR) o, <br /> #4x24' @ 12' o% � <br /> INSUL BAFFLE 2x4 SCRND. SCALE: NONE I N TM E D. BRIG. SUP. DECK DETAIL <br /> 12' ABV BLOWN VENT BLKG_ S-0' MIN CONC FTG „ , „ <br /> �ON�L- w/ (3) - 14 CONT TOP CONNECTION TYPICAL SCALE: 3/8 = 1 — 0 <br /> s' ABVBNSATT PERPENDICULAR� xxjl W <br /> INSULA110N R49 B U M P O U TS THAT PROJECT I 2x4 RAIL AND CAP <br /> 4R NFrGI GENERAL NOTES: 36' MIN. TO TOP OF CAP <br /> 26 M. GUTTER <br /> 1� " DRAIN IN IBC 2018 EDITION 2x2 PICKETS SECURE W1 O <br /> 1/2' G.W.B. f ALUM. GUTTER CLOSER THAN 5' TO PROP LINE 1 /4 =1 —0 = GRAVEL ppq� 35 PCF EQLIIVILENT FLUID PRESSURE USE 1'x1' MTL FLASHING <br /> TYPICAL FASCIA TYPICAL 500o PSF SOIL BEARING PRESSURE EXTEND BLDG PAPER BEHIND LEDGER (3) 16d GALV. TO <br /> 2-2x6 TOP PLATES 50 PSF SURCHARGE <br /> LAP SPLICES PER PLAN 3'J 5 SACK CEMENT PER CUBIC YARD, 2x4, 2x6, OR 5//4x4 OR RESIST 201 /LF LOAD <br /> CLR 8' SaL ING 2500 PSI MINIMUM COMPRESSIVE STRENGTH, 3/4- PLY W/WEATHERPR00F 2-0' MAXIMUM 6 GALLONS WATER PER SACK MEMBRANE NOTE: RAILING NOT REQ. L <br /> 4x8 HDR. UNLESS NOTED GRADE 60 STEEL FOR & LARGER ON DECKS W/IN <br /> 4x8 W/2' FOAM BOARD SI 151 DING ��• COR-A-VENT OR EQUIV ROOFING PER PLAN /COM <br /> PACTED FRONT FILL 4- SLAB W/ GRADE 40 STEEL FOR iR & SMALLER D CK JOISTS PER PLAN 30' OF FINISHED GRADE <br /> 1/2- G.W.B. "IN—VENT" ROOF INTAKE (PER STND DETAIL) @ 1:2 (V H) MAX SLOPE 'or' 6X6 W1.4 X W1. WWF BACKFILL WITH POUROUS MATERIAL; � W MTL HANGER BRACKETS <br /> o VENT STRIP INSTALLED EXTEND 6'-0' MIN OR @ 12'a c EW. DO NOT CREATE AN UNEQUAL BA LL UNTIL i 2x RIM JOIST 7 R-21 INSULATION 1/2- CDX PLYWOOD 36" FROM EDGE OF EAVE FOOTING BACK FILL IS COMPACTED IN PLACE 2x LEDGER WITH L <br /> (2)3/8'x3' GALV SOLID BLOCKING <br /> SHTG OR 7/16- O.S.B. ,,, _ <br /> U-i50L1D BLOCK, CUT TO FIT TIGHT RESTRAINED FOUNDATION WALL Z LAG BOLTS w/wASHERs BEAM PER PLAN <br /> 16' O.C- STAGGERED END POST MiD POST 00 <br /> W AGAINST TOP PLATE & SHEATHING 5 4xN LATERAL BRACIN 2x4 CLEAT BOTH SIDES O <br /> 2xs STUDS @ 16' O.C. 2x6 BASE PL W/(4) 8d NAILS EACH BLOCK 10, INSUL PER TYPICAL SCALE: 3/8" = 1 '- 0" CONNECTION TO COL <br /> NO VENTS ALLOWED IN BLOCKUNDERSIDE OF JOISTS <br /> 2x RIMJOIST 2018 IRC - TABLE R302.11(11)) WSEC 2018 of <br /> NOTE COLUMN PER PLAN BLOCK (SANDWICH) POST <br /> 2x6 PRESS. TRTD ALL WOOD EXPOSED TO PROVIDE KNEE BRACES & THRU-BOLT USING <br /> 3/4-O.S.B. OR 3/4-T&G SILL PLATE WEATHER TO BE PRESS. TRT'D FOCOLUMN IXAL RCEEDS�4'JCO' HT. GALV 3/8A CARRIAGE BOLTS <br /> OR HAVE NATURAL RESISTANCE WITH WASHERS NUTS <br /> TO DECAY 1' MIN. <br /> SOLID BLK'GFLOOR JOISTS PER PLAN GUTTER PER PLAN GRADE SIMPSON STEEL POST BASE 4 x 4 POST <br /> @ SUPPORTS <br /> SHEMWALL DECK "� � --a INSTALL PER MFGS SECS. DECK DETAIL <br /> PER PLAN DOUBLE STUDS @ CONCRETE FOOTING <br /> EACH SEW EDGE DETAIL PER FDN. PLAN SCALE: 1/4" = 1'— 0" <br /> LAP SPLICES 2-2xs LIC ES OF RIM JSI AND TOP PLATES TRUSS 8c EAVE DETAIL MSTC66 @ CENTERLINE NAIL SHTG LINO TYP I C A L <br /> " " EAVES CLOSER THAN 5' TO PROP LINE FILL ALL HOLES w/ 16d FRAMING PER <br /> 4x8 HDR. UNLESS NOTED 3/8 =1 —0 TYPICAL SCALE: 3/8" = 1 '— 0" <br /> 4xs w/2' FOAM BOARD TYPICAL NOTE IF STRAP OVERLAP IS REQ'D, (10)-16d PLAN INSTALL (2) SIMPSON DTT2Z DECK TENSION TIES PER <br /> 1/2- G.W.B. NAILS MIN SHALL GO THROUGH BOTH STRAPS. f DECK (DECKS UNDER 30" ABOVE GRADE ARE EXEMPT) <br /> Z RELOCATE MSTC ABOVE CENTERLINE IF REQ'D. <br /> R-21 INSULATION FIRE RESISTANT RATED PLYWOOD J <br /> uj <br /> > @ O.H. IF GABLE END VENT IS <br /> W INSTALLED IRC 302.1 b Q <br /> ( ) STRAP PER PLAN PONY WALL 14'-0"2x6 STUDS @ 16' O.C. NOTE: x LOCATE UNDER CONSTRUCTION: VARIES SEE PLAN <br /> ROOFING PER PLAN IF FOOTING IS POURED M m STRAP LOCATION 2x6 MATCH -0" w <br /> SEPERATELY PROVIDE #4 ABOVE ABOVE O.C. <br /> '-0- 10'-0"2x6 BASE PL VARIES SEE PLAN <br /> REBAR VE RTS @ 48"O.C. MAX. �' 4FTG <br /> SHEARWALL <br /> 3/4-O.S.B. OR 3/4-T&G 2x RIMJOIST WITH STD_ HOOK PER DRAWING. SPECIFICATIONS POSTS RAIL <br /> TYP <br /> IT <br /> PRE—MFG TRUSSES EXTEND TO 3' CLR FROM BOT. FROM <br /> OF FTG, ROTATE HORIZ. SHEARWALL (6' O.C. MAX) <br /> SOLID BLK'G 2x6 PRESS. EXTENSION PARALLEL TO WALLABOVE <br /> @ SUPPORTSFLOOR JOISTS PER PLAN fTRT'D SILL PLATE FOR PROPER CONCRETE COVER. o <br /> SIDING INSUL PER WSEC 2018 STEM WALL �-I 4x12 P.T. BEAM N <br /> PER PLAN 6' INPER PLAN cI N _ - <br /> #4 REBAR W/ 4 x 2-2x6 TOP PLATES 12 MINIMUMLAP SPLICES HORIZONTAL5' FROM EXTENSION c 4x8 HDR UNLESS NOTED PROPERTY LINE TYPICAL WALL STD. HOOK = DRAIN OCKET FOOTING O OD W <br /> 4x8 W/2' FOAM BOARD PER PLAN -' I PER PLAN _ o @ o U <br /> 1/2' G.W.B. B o Z O N <br /> INSUL PER WSEC 2018 .L <br /> z z p�v rn owe w <br /> O) - D <br /> R-21 INSULATION `. BEARING M <br /> W <br /> GABLE END DETAIL TYPICAL TYPICAL PONY WALL 3' SOIL � �o N X 0 N _ ._I W <br /> 2x6 STUDS @ 16' Q.C. 3/8"=1 '—O" GABLE ENDS AT 5' TO PROPERTY LINE SCALE: NONE -I LINE OF HOUSE � A.2x8 P.T. LEDGER N � o Q <br /> 2x6 BASE PL <br /> 2x RIMJOIST 0 <br /> 3 O.S.B. OR 3/4-T&G <br /> /4' <br /> OLIO LK G FLOOR JOISTS PER PLAN LINE 0 F HOUSE — TYPICAL <br /> SUP TS 2x6 PRESS. TRT D SILL PLATE PRE ROOF SCISSOR TRUSSES @ 24' O.C. . 1 <br /> 18' MIN. CLEARANCE f a ROOFING PER PLAN d t -(o ( "� TYPICAL SCALE: 1 /4" " cif <br /> 1 '— 0 <br /> 12' MIN UNDER BEAMS Q I - CAWAY FROM SLOPE `� /1��� �4 Jh��' O <br /> O° FOUNDATION Q. " <br /> 12 1i16 OSB OR DECK PLAN <br /> � <br /> INT. GRADE 6 MIL BLACK POLY BARRIER ROOF DRAIN-4'TIGHTLINE SEP INTERIOR PITCH: �SEE p 1�2" CDX PLYWOOD SHTG CV <br /> THREE STORY 4 8- FROM FTG DRAIN PER PLAN 2 x 4 SCRND. VENT BLKG. EA BAY 2x4 STUDS @ 16' O.C. <br /> 16' 4' DIA PERF PIPE IN 2x6 PRESS. TRT'D SILL PLATE <br /> SECTION WASHED GRAVEL NSUL PER 2018 WSEC 4' CONC. SLAB ON COMP CAULK BELOW FA ~ <br /> FlU_ TAMP AS REQ 1 FASTENING SCHEDULE: (n TYPICAL SCALE. 3/8"=1'-0" 1/2' G.w.B- GRADE: SLOPE <br /> `�P � REFER TO ATTACHMENT � <br /> ao AWAY FROM <br /> Z \ <br /> 0 2-2x6 TOP PLATES ALUM. GUTTER \ ° i FOUNDATION EXHIBIT A <br /> w LAP SPLICES TYPICAL FASCIA e , z ROOF DRAIN-4 <br /> I��I I, TIGHTLINE SEPUj <br /> , <br /> W PER PLAN GARAGE � =i • FROM FTG DRAIN <br /> N 4x8 HDR. UNLESS NOTED <br /> 48 W/2- FOAM BOARD �l ;�' �,� ` <br /> '----SIDING PER ELEV. WALL N WASHED II CIA � � y I V�����/�/ W <br /> _ 1/2' G.W.B. � SECTION � ►��. - I l ; lrvd � U) <br /> TYPICAL SCALE. 3/8" - 1 '— 0" ( <br /> SCISSOR TRUSS SECTION PAGE <br /> TYPICAL SCALE. 3/8 = 1 — 0 Ot <br /> j <br /> Z of 8 <br />