4807 WILMINGTON AVE 2023 Plans 2025-07-01

Permit B2308-045 10/10/2023 Christopher Post Frame Bulding 23-30170.00 Task 003 01 . - - NOTES: -• EAVE GIR .ROOF PANELS ROOF sHEAnwx 4-1 d 1 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 2018 IRC (INTERNATIONAL! RESIDENTIAL rn rn DETAIL PER EDGE RMUNC _ 2.6 BLOCK W/ + PUROIN Tops BUILDING CODE) WITH STRUCTURAL DESIGN PER THE 201E IBC (INTERNA11ONIAL BUILDING a- '- D£WL tz/z PER SECHON 12T O 3'oa CHORo CODE). CONTRACTOR IS RESPONSIBLE FOR ALL METHODS AND MEANS. N To LooKour�A\ty WALL SHEATHING 'S ROOF SHE&THax, c #- EOGE IWUNG .� EDGE 1NAv:r3 2. TRUSS DESIGN AND FABRICATION SHALL CONFOR)A TO THE 2D18 iRC (INTERNATIONAL rn °n. PER 14M)NO\S \+�X. eiacK ROOF sHEArHac EDGE RESIDENTIAL BUILDING CODE). THE TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL o a n (4)LEDCERLOK•SDS I PER SECTION ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS CONSTRUCTION DRAWINGS o z.6 SCAB./12d AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE THE ENGINEER PERFORMING THE 4/4x3-5/B• ® SEE 3/2 BLOCK SCREWS EACH TRUSS B BEIWEON AT 6•O.C.To DESIGN. THE TRUSS DESIGN SHOULD BE REVIEWED FOR CONFORMANCE WITH THE APPROVED (PRE BORE SCREW HOLES ��qT B a LOOKOeR 2.6 BLOC*TRU� CONSTRUCTION DRAWINGS AND THE REFERENCED BUILDING CODES. AND APPROVED FOR T LOOKOUT tut TO EACH TRU 3/tB Dio.AT TRUSS) I; 2.6 rA3c a ® POST oR RAFTER w/3-1 CONSTRUCTION BY THE DESIGNER OF RECORD FOR THE APPROVED DRAWINGS, PRIOR TO (10)tEDGERLOK"SOS ' a TflU55 W/3-12d HAt PURUl1 TO BLOC a ( •) W/3-12 FABRICATION AND ERECTION. 1/4x3-5/e•SCREWS 2x5 LOOKOUT EACH IUL PURµ1 TO PUR PLACED IN TWO ROWS SIDE DF POST a PER DETAt 4/ ROOF TRUSS DESIGN CRITERIA: TOP CHORD DL=6 PSF, SNOW LQAO=25 psi u STAGGERED a s a SHEAH`NGG' a OuNB OErAL FOR urvio io TOP 3. BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADING: f 2x BLOCK EA SIDE 8 OhTUWIG CQVSTRIJCTION OF OIR7S W/(4) GRT OF POST W/WD7H a EDGE NAtLA\`G ® D1MY,SEE OITAi 1/2 V& IOd x t TO VATCH POST. a ® FOR muss ca^*=cTau ,, L//C2H HAIL AT ROOF SNOW LOAD: 25 PSF DESIGN_WIND SPEED: 110 ?MPH, EXPOSURE B. 6 WALL SM HNG-+I a x ORr FAME cRt As PER PLAY (3 SEC GUST) w PER!NOTE,11 E a B 2x6 O I 9 BLOCK -12d AFTER SOIL BEARING- 1500 psf v POST PER PLAN 1y.'UQNIUUI.1 Lam•) c L t WIDEST DIMENSION SEISFMEC DE - SIGN: suo;slna� f OF POST U.R.O. 2 OVERHANG FRAMING DETAIL SECT. THRU PURLIN ® TRUSS RAFTER SEISMIC IMPORTANCE FACTOR=1 1 SECTION AT DME 2 2 SITE CLASS=D 2 `1-D _ SEISMIC DESIGN CATEGORY=D BAY WIDTH 18 ?iN(. TOE HIL T GRT SPECTRAL RESPONSE ACCELERATION Ss=130%g, S1=0.46 z.6 wi2 o I6 as ROOF SHFATHINO EDGE 70 POST W/4-12d POST SPECTRAL RESPONSE COEFICIENT SDS=0.86 HAR19G PER SECTION BASIC SEISMIC FORCE RESISTING SYSTEM- LIGHT FRAME WALLS WITH SHEARWALLS 4-12L PURUH 4-12a PURUN To xw eLOGIraNG TO eLacx(T».) coup Roonnc OF OTHER MATERIALS (� WOOF PURUH 2x6 ftgl. FACE... 0l1 TOENAt RESPONSE MODIFICATION FACTOR-2.5 1 Not 10 POST W/ V' ttP4•FACR 4-12d DRNSH AT N DESIGN BASE SHEAR= 2.45 KIPS (ASD) Q 1'-6" LAP (MIN.) 1'-6•UP(WQ BLOCK lD RAXE s-1xe EACH STE AAIr,LE.(n9") ANALYSIS PROCEDURE: EQUIVALENT LAT€RAI_ FORCE PROCEDURE W ROOF PAti0.5 3-i24 70ERAt EACH AIL PA40.SCREWS WALL P91LIS PER 0 PURtRN i0 EACH RAKE SAVE AS FOR DI.R7 NOTE 211 4. N/A PER NOTE/4. � °R 2ND sGBR°ER PIA!E GEAV_ W/3-12d 1x9it' a N 5. LUMBER SHALL CONFORM TO THE FOLLOWING U.N,O. ON THESE PLANS: (WHERE OCCURS) ALIER1.11E GRT: N 2x4 THRUT 2x6: HF NO. 2 U) 2-72d RAKE TO EHOWALL 2.4 2N T-Gsg15 Ld POST FOR CONUNVOUS RAM o�4•o.C.W/3-12d 2x8 THRU 2x12: DFL NO. 2 u60t AT CORI Pos SPAR(YP.) PER C7.•'tiECTiON STRUCTURAL POSTS: 4x8 HF N0. 2 54S O 7-12dH ENO°F LAP POW 6x6 & LARGER HF N0.1 ROUCH SAWN & AS NOTED. z AT AS SHOAM 2 x 6 BLOCK. _, 2 x BLOCK N/WK1T11 2•B GAT, FACC BPA 10 MATCH TO PATCH POST. RAKE SLOPE ltAt w/5-12d(TYP.) lull W/{-120 POST NAl W/8-120- BLOCK S2E TO co!mAFDus RAFTEAs N BLOCKING: HF STANDARD AND BETTER WALL PAELS MATCH POST OR PER PLAN 4KlTC• (ON7.Y REOVAED WTR11 B1PL0 TO MATCH AS SN01M 2.6 T-ORT_ "U`/ 6. EMBEDDED STRUCTURAL P0575 SHALL BE PRES€RVATNE TREATED USING iREAT)MENT FOR 0.60 TRUSSES OR RAFTERS(TYP.) SCAB OR 21X1 RAKE CRIS TO, ER W I BOTH SPLICE CONFfGURAH0N5 OCCURS) TRUSS OP CHORD 12a O 12'O.C.(m.) ARE fOVFd1.Y SrRFIGU HONM OR cvmLEl4AEo PC[ RETENTION IN CONFORMANCE WITH AWPA USE STANDARD UC4B. ALL OTHER LUMBER IN ONE UAY SE USED AT THE I I RUE BEAM CONTACT WITH SOIL OR CONCRETE, OR EXPOSED 70 WEATHER S)1ALL BE PRESERVATIVE BULOFRS OSCREIION. { -OIDNwow DPOST fH OF v... _. _ ENf/WAlC Posi into. -- - ----- -- - - - TREATED-F.OR 0.40 pcf RETENTION. NAILS USED WITH PRESERVATIVE TREATED-LUMBER OR a PURLIN SPLICE DETAIL 56 SECTION AT ENDWALL (w/OVERHANG) �81 NO POST RI4GE�OL1ECTlON __ BELOW GRADE SHALT BE HOT-DIPPED GALVANIZED. 12 WALL GIRT DETAIL p 2 2 1-T o 2 1-i_9 7. BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT HE j 2 U.N.O. PRE-BORE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER. o w PURUN BLOC ARI PORLN 8. CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3D00 psi. FOR n LM aPOST WEATHERING. (2500 psi USED FOR DESIGN, SPECIAL INSPECTION IS NOT REQUIRED). S \ 9. BACKFILL FOR EMBEDDED POSTS SHALL BE CLEAN SAND. COMPACTION SHALL BE BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO `a 'i 2.6 bR1 TOEwNAaE 'A SVPS04 CS16 WRAPPED AROUND TO SiREEO w/o2d a Q:r.:- PURUNS,BLC MO ONTO (s)1ze EACH EXCEED 8". y 9 AT e•D.G. Z \ KIIEE ORA[E.A11ACH�/ 1lEV BEA DO etf WALL sHGTHI4G P.T.POST O f7, (5)12d(ON).HAdS EACH PEW • +x BLOCK BETWEEN 10.STEEL STRAP SHALL BE SIMPSON CSI6 OR EQUAL. ;W EDGE FWUNC j �•Q'.. ROGE PURIP'NS °n a•COINCRETE N X A 11.5/8" T1-11 OR %" LP PANEL SIDING ALONG ENOWALLS AND SIDEWALLS. SIDING SHALL BE 6•(MIH)BtZ1YEE N GRADE FLOOR SU p B -: O ' WHERE tE1NG'1H OF BRACE NAILED WITH Sd COMMON OR GALVANIZED BOX NAILS AT 4"o.c. ALONG PANEL EDGES AND I AND WOOD SIDING O,'�^ �;Q` \ EXCEEDS 5-6'ADD FIAT 12'o.c. IN FIELD. ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIP-LAPPED EDGES BOTH 160 C Nor flACK fP•L# E0 d -•':O Q �` Y BRACE 75A OF LENGTH PANELS SHALL BE EDGE NAILED WITH 6d AT 4"o.c. IN ACCORDANCE WITH MANUFACTURER'S 10"o. •• 2x8 P.T.SCREED q COVPUMPN 12a O ID a.o- SPECIFICATIONS. 4'iBN_ OF SAA.E PER I Q NOTE J9 2.4 I TRUSS ANCHORS 0; :'.,p -zxa HE/2 DIAGONAL 12.CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. i SIMPSOH"HETA 16• v: 2 a H P BEND AROUND I FOOTING I POST AND Nk'L 10 i'; _ '-6'CONCRETE PRO. 13. 12d NAILS ARE 0.137" OIA. x 3-1/4" HOG. 16D NAILS ARE 0.162" DIA. x 3-1/2" HDG. (2)A:cHORs PER (12) 12d HAILS SPACED NAILS INSTALLED IN PRESERVATIVE TREATED LUMBER 70 BE HOT DIPPED GALVANIZED OR POST(EACH SdNE) e �yE EOMLY EACH WAY s EXCEPT(0 AK1wR PER SECTION Hoc1Tr f EQUIVALENT, FOR CORNER POSTS. r X/I CIO 13 BASE GIRT DETAIL 16 EMBEDDED POST FOOTING PAD 2O END►VALL POST BRACE DETAIL 2 r-r-o 2 3/4"r-a 2 r=r-D POST AT RIDGE Q N w i I O ....................................... �• P� W ' Reviewed and Approved for C) City of Everett Code Compliance {' Q BHC Consultants: Barrie Kenning _ 04 (J October 10, 2023 Permit Number B2308-045 UY•� )v'969 City of Everett Permit Review Reference Number: 22-30170.00 Task 003 ; EVERETT Status: Approved .....................................: D�VAIL sheet ".,..,,o. 10/11/2023 11:55:50 AM 8/02/23 2 DiglTaMy signed by:Terry L.Powel4 P.E. Z J I: f i Page 3 of 4 These Plans Shall Remain on Job Site Barrie Kenning, Plans Examiner