2303 EVERETT AVE 2023 Plans 2025-07-08

P EAVE GIRT R001. SHLAI HING EDGE NAILING PER SECTION II NOTES; S NAILING PER 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 2018 IBC (INTERNATIONAL BUILDING rl ROOF SHEATHI - 4 EAC (ttP. AT N DETAIL 12/2 r 2x6 BLOCK w �cn Loo�our PURL! TRUSS CODE). CONTRACTOR IS RESPONSIBLE FOR ALL METHODS AND MEANS. J \\\ 12d 0 3"O.C. Alar TCHORD 2. TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2018 IBC (INTERNATIONAL BUILDING Y W Y M �� s-tza(m.) \6 Irl CODE). ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR THE STAMP OF A ROOF SHEATHING !1, -MINNMxxc- PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. TRUSS BRACING SHALL o c c-0 aI (4)LEDGERLOK"SOS EDGE NAILING MpX• ��\ VU IW' zxfi BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING. c,0 o > ° 1/4x3-5/8"SCREWS 11 PER SECTION i$ �1 BLOCK -0 D) 0. EACH TRUSS 1/ '' BLOCK �`/ ' �' „� ROOF EDGE O T) O (PRE BORE SCREW 1` BETWEEN -/�;` 2x6 SCAB w/12d PER SECTION 3. BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADING: HOLES OP ' , , A7 6"O.C.TO 3/16 Dio.AT TRUSS) LOOKOUT2x6 BLOCK. ROOF SNOW LOAD: 25 PSF DESIGN WIND SPEED: 110 MPH, EXPOSURE B. ,.II. I' LOOKOUT NAIL TO EACH TRUSS ( )(10) LEDGERLOK "SOS TRUSS w/2-12 POST 3 SEC GUST OR RAFTER W/3-12d. PURLIN 1/4x3-5/B"SCREWS EN (IMP.) 1' II NAIL PURLIN TO BLOCK PLACED IN TWO ROWS In ■ W/3-12d. ill SOIL BEARING: 1500 psf STAGGERED 246 LOOKOUT EACH Olt II NAIL PURUN TO PURUN r.- SIDE OF POST 11. �� GIRT PE STRAP PER DETAIL 4/2. eh SEISMIC DESIGN CATEGORY: D 8 SHEATHING ', N4TFL ■1'"03 APPLIED TO TOP WITH SS = 125� 2x BLOCK EA. SIDE EDGE NAILING THIS DETAIL FOR II II OF GIRLS W/(4) : 9OF POST w WIDTH OVERHANG CONSTRUCTION / y ONLY,SEE DETAIL/ 2 1■�■1 MIN. 10d X 1 / $1�•m1 fi6>/ 1416::;r.::�„- 1/2-wms AT 4. N/A TO MATCH POST. c FOR DETAIL CONNECTION a SCREWS PER /` AND DETAIL 9/2 FOR EAVE GIRT ; � EACH GIRTANOR AS PLAN RAFTER CONNECT EAVE GIRT PER PLAN ��Y BLOCK 5. LUMBER SHALL CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS: m POST PER PLAN' -12d 2x4 THREAT 2x6: HF NO. 2 0 I� 15'MINIMUM (TYP.) TRUSS OR RAFTER 2x8 THRU 2x12: DFL NO. 2 - 1 1 WIDEST OF POSTDIUENOI�N 2 OVERHANG FRAMING DETAIL O SECT. THRU PURLIN TRUSS/RAFTER STRUCTURAL POSTS: 4x6 HF NO. 2 S4S c 2 SECTION AT EAVE6x6 & LARGER HF NO.1 ROUGH SAWN & AS NOTED. 2 1•-1'-0• 2 2 1•=r-D" SUOISIAGJ BAY WIDTH 18" MAX. BLOCKING: HF STANDARD AND BETTER ROOF SHEATHING EDGE ROOF SHEATHING EDGE 2x6 HF/2 0 16-o.c. RAKE BEAM PER NAILING PER SECTION NAILING PER SECTION 4-12d PURUN 6. EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED USING TREATMENT FOR 0.60 4-12d PURUN TO 26 BLOCKING xLOCKING TO BLOCK(TYP.) METAL ROOFING pcf RETENTION IN CONFORMANCE WITH AWPA USE STANDARD UC48. ALL OTHER LUMBER IN 4-12d AT POST \ BLOCK(ENDNUL- PURLIN 4-12d RAKE TO EACH oR TOENAIL CONTACT WITH SOIL OR CONCRETE, OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE (/) PURLIN �I) O' 5-12d EACH MEMBER /� TREATED FOR 0.40 pcf RETENTION. NAILS USED WITH PRESERVATIVE TREATED LUMBER OR J 6" LAP (MIN.) ,•_6•UP(MN.) 'VI I �� EACH SIDE �, n BELOW GRADE SHALL BE HOT-DIPPED GALVANIZED. F112 12d 0 3-o.o.(STAGGERED) .��A u n I1IW.IlIl RAKE TO RAKE 1 I11 41 - '`�I 3-12d TOENAIL EACH WALL SHEATHING /(� W PURLIN i! 12-12d RAKE TO ENDWALL PURLIN TO EACH RAKE PIP". EDGE N LUNG ' 7. BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT PO5T FOR CONTINUOUS RAKE. 1111 U.N.O. PRE-BORE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER. _ _ _ 2,4 LEDGER (6-1Ttl FOR SINGLE SPAN 2ND RAKE BEAM 111111 12 FASCIA AND AT CORNER POST.)(TYP.) OR SCAB PER w/2-12a m��m �� NAIL TO BEAM w/ PLAN ■ 8. CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi. FOR 12a 0 TO.O.C. II '' yl " STAGGERED. 2 x BLOCK W/WIDTH (WHERE OCCURS) ,z-tze RAKE TO ENDWALL - WEATHERING. (2500psi USED FOR DESIGN, SPECIAL INSPECTION IS NOT REQUIRED). (n A ' III / TO MATCH POST. III:■ POST FOR CONTINUOUS RAKE. 2 x 8 BLOCK. �hI NAIL W/10-12d. . (6-12d FOR SINGLE SPAN . LI_I 7-12d • POST BEVEL TO MATCH (5-12d AT CORNER POST.) O AND AT CORNER POST.)(TOP.) F- 9. BACKFILL FOR EMBEDDED POSTS SHALL BE CLEAN SAND- COMPACTION SHALL BE BY AT EACH END OF LAP RAKE SLOPE. ■ O AS SHOWN NAIL W/8-12d. ■ 2 x 6 BLOCK. �■ 2 x BLOCK W/WIDTH MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO Z BEVEL TO MATCH • TO MATCH POST. NAIL W/10-12d(7yP.) EXCEED 8". POST RAKE SLOPE. (5-12d AT CORNEPOST.) BLOCK SIZE TO CONTINUOUS RAFTERSNAIL W/8-12d. MATCH POST OR PER PUNND F: Posy PER I 10. STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL.• BOTH SPLICE CONFIGURATIONS TRUSSES OR RAFTERS(TOP.) PLAN ' WALL PANELS ' WALL PANELS BUILD TO MATCH (AS OR TRUSSNTOP CHORDARE EQUALLY STRONG.EITHER ill ■ OR CANDIEVERE° ONE MAY BE USED AT THEIII II • fI RAKE BEAM 11. 5/8" T1-11 OR 746" LP PANEL SIDING ALONG ENDWALLS AND SIDEWALLS. SIDING SHALL BE BUILDERS DISCRETION. WIDEST DIMENSION OF { { WIDEST DIMENSKN OF NAILED WITH 6d COMMON OR GALVANIZED BOX NAILS AT 4"o.c. ALONG PANEL EDGES AND ENDWALL POST U.N.O. ENDWALL POST U.N.O. 12"o.c. IN FIELD. ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIP-LAPPED EDGES BOTH O PURLIN SPLICE DETAIL . 49 SECTION AT DBL RAKE . SECTION AT ENDWALL O NO POST RIDGE CONNECTION PANELS SHALL BE EDGE NAILED WITH 6d AT 4"o.c. IN ACCORDANCE WITH MANUFACTURER'S 2 ,-_,•_D- (NO OVERHANG) (W/ OVERHANG) 2 ° SPECIFICATIONS. `o N 6-12d EACH SIDE(INSIDE (7 PLY ONLY IF 2-PLY.) p.J z 10-12d EACH SIDE.(INSIDE NM.SCAB TO RAFTER POST 12. CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. .v PLY ONLY IF 2-PLY.) TOGETHER W/12d 0 10- / M E .- tom O.C.STAGGERED STUB POST OF MOTH • / \ 246 GIRT. FACE ' CD J �0 OPTIONAL OVERHANG IF MATCH SIDEwAu POST IV, NAIL TO POST W/ 13. 12d NAILS ARE 0.131" DIA. x 3-1/4" HDG. 16D NAILS ARE 0.162" DIA. x 3-1/2" HDG. j USED PER DETAIL 2/1 3-12d DRIVEN AT Q Q _ ANGLE.(TYP.) NAILS INSTALLED IN PRESERVATIVE TREATED LUMBER TO BE HOT DIPPED GALVANIZED OR E. Q 02 ROOF SHEATHING EDGE RAFTERS PE- T •d' EQUIVALENT. �� `'III, ' TOE NAIL T-GIRT M «`=C W NAILING PER SECTION2X6 GIRT TOE-NAILED G 2L c i., TO POST W/4-12d TO SKREED W/12d Q 'O LIVE GIRT .� �•� I1� AT B.O.C. ce CL WALL PANELS PER ■6$�R V CC CO NOTE/4 OR/11 IN WALL SHEATHING POST dS F" WALL SHEATHING I• 11/1 EDGE NAILING v W N EDGE NAILING NQg: NOTE, - ; O 4-CONCRETE U FOR TRUSS CONN. I' . FLOOR SUB D Li..." D • SEE DETAIL 1/2 T-GIRTS 0 48- c. CV 16d GALVANIZED 1(QT.E;SHIM RAFTERS AND RAFTER PER <'� W/FIAT GIRTS O 48.4..0 0 10"o.c. BLOCKS TO MATCH WIDTH PLAN i - ALTERNATING OF INTERIOR POST. EQUAL NUMBER - 2x4 P.T.GIRT EACH SIDE OF POST. NAIL SCAB TO RAFTE' 5`li - - (3)3/4-0 BOLTS 2 x BLOCK EACH WITH(6)12d ON EACH 2x6 GIRT. FACE 4"MIN. SIDE OF POST W/WIDTH NAL SCAB TO RAFTER SIDE OF POST "�� TRUSS ANCHOR EMBED WITH 8 12d ON EACH f c NAIL W/3-12d TO MATCH POST. SIMPSON NIETAAILS. 16- ATTACH BLOCK TO POST () (4)LEDGERLOK"SDS SIDE OF POST " N W/TOO RAILS. WITH(10)12d NAILS 1/4x3-5/8"SCREWS BEND AROUND FOOTING EACH SIDE 246 T-GIRT. NAIL POST AND NVL GIRTS TOGETHER W/ (2)ANCHORS PER rn POST PER PLAN 24 BLOCK EACH 12d O 72.O.C.RYPJ POST(EACH SIDE) v ) SIDE OF STUB POST. 1 BLOCK WIDTH TO E%CEPT(1)ANCHOR 11 WIDEST DIMENSION MATCH STUB POST. FOR CORNER POSTS. CD 1111 OF POST U.N.O. O LEAN-TO POST RAFTER CONNECTION e RAFTER/TRUSS CONNECTION ® WALL GIRT DETAIL ® BASE GIRT DETAIL CD PURUN WRAP STRAP OVER ("Si r • POST BLOCK AND PURUN LLI I • , v KI ES 0 �� M1. N, I(�I/I w 0 0 Q,_ SIMPSON C516 WRAPPED MOUND II (5)12d EACH +� i I I LL I.a PURUNS.BLOCK.AND ONTO Z 0 '. KNEE BRACE.ATTACH w/ ,K, , MEMBER PURLIN �I i:. I I I O 0 �i (5)12d(MIN).NAILS EACH MEMBE- R 2x FLAT GIRT AT-� 1' H= O BLOCK BETWEEN U RIDGE PURUNS TOP OF WALL I' S/B-GYPSUM WALLBOARD TYPE-X- ^ W -ID CJ, O. BLOCKED AT EDGES.USE 2-1/4' 1 1 Ln X D: '� S/8-GYPSUM WALL E. TYPE-S-DRYWALL SCREWS AT 7-0.o. Cd O.- Q�I WWHHEERRE LENGTH OF BRACE BOARD TYPE"x- I U BLOCKED AT EDGES. d Q Q; EXCEEDS 5-6"ADD FLAT USE 2-1/4"TYPE-S- I WALL PANEL 14 .�. BACK FL/& "T"BRACE 75%OF LENGTH DRYWALL SCREWS AT 7"o.o. 0..x• COMPACTION < �j, OF SAME PER 12d 0 10-o.c. O �." NOTE/9 POST(BEYOND)TO BE WRAPPED 4 a 2x4'f' SEEIRT 0 i 6.O.C. O-� w/GYPSUM WALL BOARD •�! SEE DETAIL 12/2 ( l 1: BKRACEF$2 DNGONAL FOR T-GIRT NUUNG. A v b- 6"CONCRETE PAD. \.% R 1 I) .ti• f, ` �� (12) 12d NAILS SPACED NOTE / ` wf / / / / LIVE EQUALLY EACH WAY ROOF FRAMING AND RAKE BEAM/POST • CONNECTION PER DETAIL SB/2 '�,(�{j� ? PER SECTION HEIGHT• { 1 J', X/1 x'a.l ass%'' HY 4 sheet EMBEDDED ED POST FOOTING W/ PAD ®i ENDWALL POST BRACE DETAIL 1-HOUR FIRE SEPARATION WALL 03/27/23 ® 3/4'1 ° =1'° (POST AT RIDGE) ® 1=i'-o ITC TABLES1.14 ) 3 REM ABLE 7 1