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<br /> . GENERAL SPECIFICATIONS: , ii,
<br /> CONTRACTOR SHALL VERIFY ALL SIRE CONDITIONS lc BUILDING DIMENSIONS, & SHALL PREFAB. ENGNERED ROOF o 11
<br /> REPORT ANY VARIATIONS TO TT'E DEEMER FOR RESOLLM1iON PRIOR TSD TRUSSES 0 24' O.C. (U.N.O.)
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<br /> CODES: 2015 INTERNATIONAL SAL CODE (IRC), 2015 WASNNGT'ON STATE ENERGY WIND BAFFLE W/ 1" MIN. AIR SPAM .V
<br /> CODE6EC), 2015 CODE (UPC), 2015 INTERNATIONAL AECHMVICN. SMPSON H25A CR Ht EACH W
<br /> CODE (IMC), AND ALL OTHER APPUCAO.E CODES. 12 TRUSS TO TTP PLATES ic-nrin
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<br /> STRUCTURAL: 1.,_ 0
<br /> SEISNIIC ZONE 01/02 PER FIG. R301.2(2) & ENGINEERING PLAN BLOCK
<br /> w SCREENED T
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<br /> WIND EXP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) R-49 NSULATION tttttt'►.4! O.C. TO TOP PLATES r
<br /> COMPONENT/CLADDING LOADS /TABLE R301.2(2) R�rRa.R t� '�-- �,;' 8d GALV. 0 6` 0.C. m
<br /> TME RRidlYZ�33 FCR PANELAMINE PANEL E F NEEDS )SHALL MEET I If GWB OR SM_./ �, (DIAL 1. TO TOP PLS.)
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<br /> TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS OVER OND BE FASTENED TO RESISTANT Jr GIS _ 26 GA CONT.
<br /> Loma LIVE DEAD TOTAL FRAMING. 2-2x6 TOP PLATES 26UMi. T.
<br /> ROOF (GROUND 940W) 25 PSF 10 PSF 35 PSF • • • • • LAP SPLICES 4$' PER
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<br /> UNINHABITABLE E ATTICS - NO STMAGE 10 PSF 10 PSe 20 PSF ' 4 ± ... TYPICAL FASCIA
<br /> UN1NHABITA ATMMCS - LISTED STORAGE 20 PSF 10 PSF 30 PSF 4x HEADER PER PLAN. 1 SIDING PER EtEV. 0/ TYPE
<br /> . 2' R-10 FOAM BOARD ��
<br /> HABITAS.E ATTICS ATTICS w/ FIXED STAIRS 30 PSF 10 PSF 40 PSF MN. " TRICK WOW STRUCTURAL PANEL 8d OR GAIN. BOX I�tNLS 0 INSULATION 8-10 REQ 0A1 ) i''''--ii... 15 FELT OR WATERPROOF 0B
<br /> BALCOIES (EXTERIOR) MND DECKS 60 PSF 10 PSF 70 PSF SHEATHING ON ONE FMX FOR OPE STORY. PMEL EDGES 6 o/R: FOR SINGLE ! I BUILDING PAPER §
<br /> FRE ESCAPES 40 PT ON EACH FACE FOR FIRST STORY OF TWO /
<br /> STTXRY AND 4 a c FOR THE FIRST OF TYPO F C.W.O. hj a Iti
<br /> GUARDRALS1HAM ALS 200 LBS AT TOP ANY DIRECTION STORY CONSTRUCTION. Sl 'S R-21 INSULATION E`. ; PLYWOOD 966 1SHTG OR Rs'1 PLYWO ORS.BX
<br /> GUARDRMS INFILL 50 LBS APPLIED TO 1 SQ. FT. NAIL KRAFT PAPER FACE TO ., r
<br /> PASSENGER VEHICHLE GARAGES 50 PSF IF ELEVATED 2,000 LB PT. MN. 2x4 FRAMING • ot�MMOI V 0 .C. FLELD~� ENGINEER'S a r
<br /> ROOMS OTHER THAN SUNG ROOMS 40 PSF 10 PSF 50 PSF MIN. 00UEILE STUDS REQUIRED FREE BGE CrOF STUD OR
<br /> PRO VIDE 4 MIL. VAPOR BARRIER S.W. SCHEDULE
<br /> SL.EEPNG ROOMS 30 PSF 10 PSF 40 PSF g 2x61 STUDS 016' O.C.
<br /> STMRS 40 PSF 10 PSF 50 PSF S� UNDER HEADER H OR STRAP TYPE ANCHOR (BOTH SHOWN 2x6 BASE PL W/ 16d 016"
<br /> OR 300 LB PT. LOAD ON 4 SQ. IN. I ASR SD FOR CLARITY). 1 UPLFT CAPACITY FOR ONE WA TSG OSB OR PLAID. 0.C. TO CST 2-16d EA STUD '�._.-
<br /> STORY. '.1+ LPL! C.APAQTY FOR FIRST STORY a) INT. W/ EXT. GLUE. NM. W/ 2x RIM JOIST Vf/ 3-16d EA. CST.
<br /> ALL C�ROERS, HEADERS, RAf'iERS, JOIST'S TO HEIS FR NO. 2 OR OF TWO + CONSIRL1C11ON. STRAP STYLE 10d 0 6" O.C. EDGES & SOLID 2x6 PRESS. TRTb. SILL PLATE W/
<br /> TIER AS NOTED CN PLANS. GLUM A190.1 TED 1 w MAU. BE MMUF, UMD ONE STORY: {{2� A BOLTS SHALL. BE PERMITTED TLD BE ATTACHED OVER THE O KCI. 4 10" 0.C. IN FIELD J¢'aAEI;. I 4r O.C. OR PER PLAN
<br /> & IDENIEIED AS RRED IN 1C & LOCATED BIcTI N B AND 12' OF WOOD STRUCTURAL PANEL ,.-- & BMV. 4 & 12" OF SLL
<br /> IREQUAIASTM D3737 EACH END OF SEGMENT FIRST O: TWO /lilffii�l ' ENDS ESD T WNMANCIMi. en crl
<br /> - PLYWOOD .INDCO: CO. ROOF & SUBELUDR SHEATHNG PER TABLE R503.2.L1(1). STORIES: (3J'I MOTOR BOLTS 0)4 - FLOOR EFS PER PLAN i/�U1�11 , INSTALL 3x3x 7' MI PLATE
<br /> WALL SHEATHING PER TABLE R602.3(3) & R6023(4). SHEATHING FASTENERS PER PONiTS • . MIN, REII(ORDNG OF FOUNDATION. ONE - . ASHER& P: i4'TABLES 86023(1) (2). .4 BAR TOP ANO BOTTOM OF FOOTING, R-30 INSJL W/ VAPOR , �+ o .
<br /> LAPPED 15'. RETARDER WARM SIDE SEE CONC. 1. .� a FINISHED GRADE SLOPED FOR r Y 4-
<br /> _ FTG. At STEM ..�� �� ,�� B MN. FALL WITHIN 10' OR
<br /> -. STRUCTURAL MEMBER FASTENERS PER TABLE 11€02.3(1). �.. { ( 18" MIN. CLEARANCE WALL DTL ,i''!';," PROVIDE' M . S'LL OR DRAIN. a
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<br /> WOOD N CONTACT MRTH CONCRETE, NEAR GROUND, OR WOOD E>I'OSED TO WEATHER TOka12" MIN BEAMS ru. R " m W
<br /> BE PRESSURE TREATED CR NATURALLY DURABLE WOOD PER R317.
<br /> MIN. FOOTING SIZE UNDER OPEINGS IS GRADE tj •I. ROOF DRAIN 4 11GH1LINEce
<br /> CONtE & RESARRj12x12'. A 1U �D-DOM SLAB SHALL 6 ML BLACK POLY BARRIER SEPARATE MRON FTG. DRAIN oc 1
<br /> RMTOBE6000PSI - ORADE60ASTMA70$. WALLARSMALLBEPLADNOBE PERMITTED 0 DOC t ONGS. LJ►P SPUOI S 12' 6 4WASRED GRAVEL 1
<br /> 11 PERF PIPE IN ,
<br /> CLOSER TO THE OUTSIDE FACE THAN JJ THE WALL THICKNESS. FEAR COVER PER ACI LONG AS SHOWN ABOVE. CONNECT TO APPROVED
<br /> 318. FOOTINGS TO BEAR ON 1500 PSF MINIM UNDISTURBED SOL CONCRETE 10 BE r 1-0'
<br /> DISCHARGE
<br /> liNI''M re = 2500 PSI 0 28 DAYS (3,001 PS FOR GARRA�CAR rR"OR 51)2
<br /> • E 1EMO R PATIO SLABS ON GRADE, & MEATIER ORM BASEMENT. FOUNDATION WAILS, ALTERNATE BRACED WALL PANEL ONE STORY SECTION
<br /> PONIES, APD STEPS W/ 5%-Th RIR ENTRAINMENT). WPM mi DESS! EQUIV. FLUID ._°
<br /> PRESSURE = 35 PCF OR PER SOILS ANALYSIS. WHERE APPLICABLE . SCALE 3' .= 11-0' WHERE SCALE: %"=1'-0"
<br /> APPLICABLE O .
<br /> USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE
<br /> SUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, MD CONNECTORS fi. >43
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<br /> PROVIDE NO. 4 VERTICAL 1 M v , r
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<br /> IN6' BARS ATA SPACING NOT = N m
<br /> TO BE LOCATED 6" BELOW N. EXCEEDING 4.8 INCHES.
<br /> TOP OF WALL IRC R404.1.4.2 Q .
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<br /> 122dd MINIBAR MUM l II ' �''I r 4"O ROOF . �• .J
<br /> HORIZONTAL i r MON. DRAIN* g tom. 0 O✓
<br /> JOISTS FRAMING RCN OPPOSITE SIDES OVER A ' '
<br /> BEA IG �T SHALL LAP A ; MIMI OF 3 -1
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<br /> INCHES AND SHALL BE HALED TOGETHER 11TH I 1 FTG. DRAIN 4
<br /> A MU TRREE 10d FACE NAILS. SOLA 3/4" APA T&G OSB OR PLYWO. CD 1 IN GR
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<br /> BLACKING SHALL BE PROM AS LATERAL INT. w/EXT. GLUE. NAIL 1/ 10d 0 +II • g m
<br /> RESTRAINT AT EACH INTERMEDIATE SUPPORT. 6 O.C. EDGES & SOLD BLKG. & 0 2' f10
<br /> TOE NAI. JdSTS AND BLOCKING TO BEAM ,/ 10" O.C. IN FIELD WN. I d "Ti ''� ca
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<br /> SEEM-COL.WN Ca�WECT � � IM:::_ri;: t
<br /> 2x4 OR 2ao6 116 */ 2-16d ORMETAL CONNECTOR IF FOOTING POURED SEPARATELY, � HORIZ, F`
<br /> BEAMS & COLUMNS • r 0 PER PLAN all IIIIII BEAM cow:
<br /> P1R01IDE 4 BAR 48" OIC, MAX 1122RCONIN.XFliOMi BOT. W re�''PER FOUNDATION PLAN., TI'PICAL EA SDE PITH STD. HOOK. EXTEND TO 3' OF FTG. CC
<br /> COLUW BASE UP 8' OR CTR. FROM SOT. OF FIG. 1'-O' AIN. 1 STORY G ' w
<br /> USE TREATED PROTECT COLUMN BASE HORIZ._BARB ?Q 1`-3' LIN. 2 STORY O z
<br /> CONCRETE FOOTING w/ TYPE 90 ROOFING ISL FOR PROPER CONC. COVER.
<br /> 1 --11 MIN. 3 STORY I--. ix s —
<br /> PER FOUNDATION PLAN .'' ` -. COUSIN-FOOTING ANCHOR *ROOF DRAIN TO BE SEPARATE FROM FOUNDATION DRAIN 1V) LA N w
<br /> INTERIOR GRADE • •. - i/ MASE OR EQUIV.
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<br /> INT. BEARING SUPPORT PLAIN CONC. FND . DETAIL U0 g
<br /> WHERE APPUCAB .E SCALE )6" = 1'--0" SEISMIC ZONE '0' SCALE: V - i'-O' Rr §
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<br /> CITY OF EVERETT 6
<br /> REVIEWED FOR PERMIT 7
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