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SPECIFICATIONS:F D.C.
<br />SITHO
<br />2x6 RIDS BOARD TQ LATTNCONTRACTOR SHALL VERIFY ALL SITE CONDITIONS & BUILDING DIMENSIONS, & SMALL PREFAB. ENGINEERED ROOF
<br />GENERAL REPORT ANY VARIATIONS TO THE DESIGNER FOR RESOLUTION PF4 TO - - TRUSSES 0 24® O.C. (U.N.O.)
<br />CONSTRUCTION. WRITTEN DIMENSIONS SHAD TAKE PRECEDENCE OVER SCALED. x x
<br />ROOFING PER PLAN
<br />CODES: 2015 INTERNATIONAL RESIDENTIAL CODE (IRC), 2015 WASHINGTON STATE ENERGY 3-16d 2x4 HF 2 WIND BAFFLE / I" MIN. AIR SPACE
<br />CODE (wEC), 2015 UNIFORM PLUMBING CODE (UPC), 2015 INTERNATIONAL MECHANICAL
<br />R S 2x6 VALLEY PLATE
<br />CODE (1MC), AND ALL OTHER APPLICABLECODES, 0 24 O.C. 2-16d INTO EA. TRUSS c SIMPSON H2,5A H1 EACH
<br />O FRAMING 12 TRUSS TO TOP PLATES
<br />SCR CTITRAL- 2x4 P PREFAB. TRUSSES -- PAN
<br />SEISMIC ZZONE 01/02 PER FIG. R301.2(2) ENGINEERING VERTICAL----' 24" (LC. 2x SCREENED VENT 48'
<br />D.C. �. �I/ SIMPSON RBC 4�g
<br />WIND (EXP. B) BASIC SPEED- 85 MPH PER FIG. R301.2(4) 2x4 POST _ R-49 INSUILATIO�/\/\!�l Ll O.C. TO TOP PLACES
<br />BEYOND , - Od GALV, 6' O,C.
<br />COMPONENT/CLADDING LOADS /TABLE R301.2(2) GIRDER TO SANE 2x6 PLAT AT SAME AN---(DIAPH. TO TOP PLS.)
<br />TRUSS 2x6 PLATE AS VALLEY ACROSS SHEATHING. � Gm OR SAG _ �
<br />TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS SiMPSON 2-16d TO EACH TRUSS RESIST94T " GYM _ � �
<br />I OAi G T.
<br />LIVE OF TOTAL A35 POST AL M. UTTE
<br />ROOF (GROUND STOW) 25 PSF 10 PSF 35 P PREFAB. TO PLATE 2� AP T PLATES ALUM. GUTTER
<br />Ct
<br />1O PSF 1O PSF 20 PSF TRUSS POST DON MAY BEAR SPLICES � , P TYPICAL FASCIA
<br />UNINHABITABLE ATTICS - NO STORAGE BETWEEN TRUSSES IF
<br />UNINHABITABLE ATTICS - LIMITED STORAGE 20 PSF 10 PSF 30 PSF 4x HEADER PER PLAN. SIDING PER ELEV. O TYPE
<br />HABITABLE ATTICS ATTICS w/ FIXEDSTAIRS 30 PSF 10 PSF 40 PSF 2x6 PLATE IS CONTINUOUS 2" INSUR-10LATION
<br />FOAM BOARD /
<br />BALCONIES EXTERIOR AND DECKS 60 PSF 10 PSF 70 PSF INSULATION REQUIRED. B FELT OR WATERPROOF
<br />(EXTERIOR) BUILDING PAPER
<br />ARE ESCAPES 40 PSF CUT 12"0" VENTILAnON F= G.W.B.
<br />GUARDRAILS/HANIIRAllS 200 LBS AT TOP ANY DIRECTION OPENINGS AT 6'®0" D.C. " T�1�11 PL OR COX
<br />GUARDRAILS IN -FILL 50 LBS APPLIED TO 1 SQ. FT.CUT 22"x4B° ACCESS R=21 INSULATION PLYWOOD SHTG OR Ra" O.S.B.
<br />PAS ICHLE GARAGES 5O PSF 9F ELEVATED 2,000 LB PT, OPENING BET TRUSTS NAZI KRAFT PAPER FACE TO NAIL 6d 6" O.C. EDGE, 12"
<br />FREE EDGE OF STUD OR I O.C, FIELD OR PER ENGINEEWS
<br />ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF 50 PSF PROVIDE 4 MIL VAPOR BARRIER S.W. SCHEDULE
<br />PING ROOMS 30 PSF 10 PSF 40 PSF -
<br />STAIRS 40 PSF 10 PSF 50 PSF - - - — — -- — --- ----- 2x6 STUDS16° O.C. __ 2x6 BASE PL. °j t6d 16"
<br />OR LB PT. LOAD ON 4 SO. IN. ' APA T&G O O OR PL !! D.C. TO JST 2// 16d EA STUD
<br />HANGER PER EXTEND TRUSS ROIL CD INT, W/ EXT. CLUE. NAIL W/ , 22x RIM JOTSS. W ��16 EA.LL .
<br />ALL BEAMS, GIRDERS, HEADERS, RAFTERS, & JOISTS TO BE HEM FIR NO. 2 OR TRUSS ENGR. SHEATHING UNDER1Od � 6 O.C. EDGES SOLD
<br />BETTER AS NOTED PLANS. GLUED LAMINATED TIMBERS SHALLBE MANUFACTURED O RFRAMING TO V, '0A.B. 0 0" O.C. OR PER PLAN
<br />1TA1T3E AS REQUIRED IN AITC A190,1 ASS 03737. END OF TRUSSES BLKG, 1O" O.C. IN FIELD & B , 4" 12" OF SIB
<br />PLYWOODINDEX: CD. ROOF & SUBFLOOR SHEATHING PER TABLE R503.2.1.1(1). FLOOR JSTS PER PLAN { `�Y ENDS, EMBED 1" MINIMUM.
<br />INSTALL 3x3x0.229" PLATE
<br />WALL SHEATHING PER TABLE R602.3(3) & R62.3(4). SHEATHING FASTENERS PER — "&STEM
<br />ASHERS.
<br />TABLES R602.3(1) (2). ROOF OVERFRAMING DETAILR-30 INSUL. .1 VAPOR 1� FINISHED GRADE SLOPED FOR
<br />STRUCTURAL MEMBERFASTENERS PER TABLE R60233(1). RETARDER WARM SIDE - 6" MIN. FALL WITHIN IV OR
<br />SCALE: Jf 1'-0" �� PRO BE SWALE OR GRAIN.
<br />WOOD IN CONTACT WITH CONCRETE, NEAR GROUND, OR EXPO TO WEATHER TO 1B` MIN, CLEARANCE .
<br />12 MIN kflOER BEAMS
<br />BE PRESSURE TREATED OR NATURALLY DURABLE WOOD PER R317,
<br />GRADE _ �" � ROOF DRAIN 4" TiGWTLINE
<br />SEPARATE FROM FIG. DRAIN
<br />6 MIL BLACK POLY BARRIER 3` 6- 3- e0l PYRE PIPE IN
<br />RE0 R0AR TO 60 P AT 60 AST'M A7
<br />- . 4WALo, AR MALL. PLACED NO LAP SPLICES 12' MINIMUM WASHED GRAVEL.
<br />RE
<br />CLO TO THE OUTSIDE FACE THAN )I THE WALL THICKNESS, REBAR COVER PER ACI CONNECT TO APPROVED
<br />316. FOOTINGS TO BEAR ON 1 PSF MINIMUM UNDISTURBED SOIL ET TO BE 1, Ow
<br />DISCHARGE
<br />MINIMUM F'c o 2 a PSI 0 26 DAYS (3,000 PSI FOR GARAGE/CARPORT SLMS, 'YTNi OF HEADER SW U1 PORTAL FRAME (NE RAM ALL PANEL)
<br />EXTERIOR PATIO SLABS ON GRADE, & WEATHER EXPOSED BASEMENT, FOUNDATION WALLS, F STORY F
<br />PORCHES, AND STEPS ° / 5 -7% AIR ENTRAINMENT. MINIMUM DESIGN EQUIV. FLUID --_-- __r ,a' EiY 'ED NIOWDTH o- RIAL _ -- —
<br />PRESSURE ® 35 PCF OR PER SOILS ANALYSIS. FOR 1E CR O�� E POkiALWHERE SCALE:
<br />APPLICABLEfit
<br />�65 S�
<br />USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE —
<br />SUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS PONY j
<br />"VALL
<br />HEIGHT '
<br />MIN. 3° X 11-1/4' NET HEADER l
<br />JOISTS FRAMING FROM OPPOSITE SIDES OVER A °� ° ° STEEL HEADER PROHIBITS PROVIDE NO. 4 EERiiCAL
<br />®FARING SUPPORT SHAD LAP AIINiMUM OF 3 °� ° ° IF ;" FACER IS USED, PLACE ON BACK SIDE OF HEADT BARS AT A SPACING NOT
<br />o� ° ° ° �� i BRACE WALL LINE CONTINUOUSLY CONTINUOUS HORN. BAR 6R EXCEEDING �' INCHES.
<br />INCHES AND SLiAig BE NAILED TOGETHERNTH i ° i SHEATHED / WOOD STRUCTURAL TO BE LOCATED 6" BELOW MIN.
<br />A MINIMUM THREE 10d FACE NAILS. SOI 0 3/4" APA T&G OSO OR PL . CD °i° k i i i P RC R4O4,1.4.2
<br />FASTEN SHEATHING TO HEADER WITH 8d PANED TOP OF WAIL
<br />BLOCKING 1AHpl BE PRODDED AS LATERAL INT,/ EXT. GLUE NAILa/ 10d ° °i -
<br />RESTRAINT AT EACH INTERMEDIATE SUPPORT. 6" O.C, EDGES D BLKG. °i°i COMMA GALVA,HIZEED BOX NAILS IN 3 i
<br />TOE NAIL JOISTS AND BLOCKING TO BEAM/ i0 D.C. IN FIELDGRID PA sal AS SHOW
<br />S� s "i�. i i IF N E, PANEL SPLICE EDGES REBA —
<br />SHAL1 OCCUR 0 MO BE "
<br />(3)6d. NAILS TO COMMON BLOCKING GRADE
<br />FLOOR JOISTS BEAM -COLUMN CONNECT 'i°i i i° HEADER TO JACK STUD STRAP PER TABLE i i WITHIN THE MIDDLE 24 " OF THE — -
<br />PER PLAN °i°i °i° R602,10.6.4 ON BOTH IDES OF OPENING, i PORTAL LEG HEIGHT. ONE ROW OF II I i ll I I I i-
<br />2x4 OR 2x6 TIES / 2-16d OR °i° °i° OPPOSITE SIDE OF SHEATHING 3'g/c NAILING IS REQUIRED IN J14 BAR Wj =1T
<br />METAL CONNECTOR II ' i'. 4°' ROOF
<br />EACH PANEL EDGE. 12d MINIMUM
<br />BEAMS COLUMNS 0 BEAM & COLUMN _ °i°i °i° a HORlZONTAI, " DRAINS �
<br />PER FOUNDATION PLAN. TYPICAL EA. SIDE °i°i °i° MIN. DOUBLE 2x4 FRAMING CO ED w/ MIN. 7/16 " { 3 MIN.
<br />COLUMN BASE UP 6" OR THICK HOOD STRUCTURAL PANEL SHEATHING w/ 6d TYPICAL PORTAL FRAME �, EXTENSION 4"0 PERE.
<br />USE PRESSURE TREATED PROTECT COLUMN BASE °i°i °i° COMMON OR GALVANIZED BOX NAILS 0 30®/c IN ALL STD. HOOK i
<br />TYPE 00 ROOFING
<br />CSTRUCiION FIG. DRAIN
<br />/ ° ° ° FRAMING STUDS, BLOCKING AND SILLS TYP. GRAVEL
<br />R405.�
<br />CONCRETE FOOTING �� { ) i o
<br />PER FOUNDATION PLAN COLUMN400TING ANCHOR
<br />INTERN GRADE -- w/ MASB OR EQUIV °i° i°i° i i i r
<br />-BEARIN � y MIN. LENGTH PANEL PER i i i i fJ1�L DOUBLE 2x4 POST (KING AND
<br />�v L�- R TABLE R602.10.5 i JACK STUD) NUMOER OF JACK - - - MIN. lIQ
<br />_T STUDS PER TABLES R602.7(1) & (2)
<br />—ERE APPLICABLE - - SCALE: G 9�®0�, s _
<br />°a°i i i g
<br />-E7=4—�
<br />IF FOOTING POURED SEPARATELY,
<br />" 2) CONTIN, 4 HORIZ.
<br />LAIN (2) 1/2-0 ANCHOR BOLTS INSTALLED PER i i i PROVIDE 4 BAR 48 O.C. MAX. �AR Y-4" OM BOT.
<br />SPLICE " „ °i°i R403.1.6.1 w/ 0.229"x3'x3" PLATE WASHER WITH STD. HOOK. EXTEND TO 3" OF FIG.
<br />WERE FOOTING SECTION A > 8 LENGTH, PRO DE 16 _ _ CLR. FROM BOT, OF FIG. 1'm0" MIN, 1 STORY
<br />2'-0° GA. 1}�"x ' TL. iiE w% ®i d EACH SIDE F SPLICE ° °„ ° ° a H �� EXTEN90 PARAI�EL T� —
<br />MIN, PER IRC FIGURE R602,11.2 r ' FOR PROPER CONIC, COVER. 1'-11" MIN. 3 STORY
<br />IE PLATE 2-2x PLATE L s �1 e ° �_ OOF DRAIN TO BE SEPARATE FROM FOUNDATION DRAIN
<br />4 FIND.
<br />ANCHOR `i5 PER
<br />- � � � � � OVER CONCRETE R II NRY BLOCK FOUNDATION SECTION R403.1.6.1 i �-- Q � -E
<br />SEISMIC ZONE D SCALD.: 1 -0
<br />FOUNDATION WFri ".--SEECRIPPLE WALL
<br />- - TTA1L
<br />PORTAL FRAIMF DETAIL
<br />moo �g
<br />FA
<br />FOOTTN DE
<br />FOUNDATION SECTION "A"
<br />FOOTING
<br />EXTEND HORIZONTAL
<br />WALL REBAR 4'-W
<br />MINIMUM PAST STEP
<br />F F FND.ZFTrG. DTL. MY F EVE E-
<br />ERE APPLICABLEALE: 1°®0' ",� � �P LE � M 1 T
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