2303 EVERETT AVE 2023 Plans 2024-06-25

SAVE GIRT ROOF SHLA IHING LOSE NAILING PER NAILING PER SECTION (I ROOF SHEATHI +-12a((TYP))a 1 ALL WORK AND MATERIALS SHALL CONFORM TO THE 2018 IRC (INTERNATIONAL RESIDENTIAL n DETAIL 12/2 UCH LOOKOU7 \PURUApir TRUSS - BUILDING CODE) WITH STRUCTURAL DESIGN PER THE 2018 IBC (INTERNATIONAL BUILDING cn �1 2r6 BLOCK W"/-�\ TOP m WALL SHEATHING 12d TO0 3'0 OOKOUT 0\ �� CHORD CODE) CONTRACTOR IS RESPONSIBLE FOR ALL METHODS AND MEANS co _ EDGE NAILING R� 5-12d(TYP) 16 M IBM N Y w Y n ROOF SHEATHING � -.MI■■Mx■C- 2 TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2018 IRC (INTERNATIONAL a,3 ;; (4) LEDGERLOK "SOS �� ' EDGE NAILING M,PX s, yy IYII z.6 RESIDENTIAL BUILDING CODE) THE TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL - 1 4x3-5 8-SCREWS f� PER SECTION $ \ �I LOCK n / EACH TRUSS I/ �' BLOCK 11I ■ ■ ROOF EDGE ENGINEER LICENSED IN THE STATE OF WASHINGTON THE TRUSS CONSTRUCTION DRAWINGSoa oII NAILING(PRE BORE SCREW _ uETv"TM'cleT1' „l 2r6 SCAB w/12d PER SECTIONAND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE THEENGINEER PERFORMING THE HOLES Y , Ar 6' T To DESIGN THE TRUSS DESIGN SHOULD BE REVIEWED FOR CONFORMANCE WITH THE APPROVED 3/ts Dld AT TRU55) ME ' LOOKOUT CONSTRUCTION DRAWINGS AND THE REFERENCED BUILDING CODES, AND APPROVED FOR TRuss 2x6 FASCM LOOKOUT zx6 BLOCK CONSTRUCTION BY THE DESIGNER OF RECORD FOR THE APPROVED DRAWINGS, PRIOR TO (10) LEDGERLOK 'SOSErs W/2-12d POST NAIL TO EACH TRUSS 7/143-5/8"SCREWS (TYP) OR RAFTER W/3-12d PURLIN FABRICATION AND ERECTION NAIL PURLIN TO BLOCK PLACED IN TWO ROWS - ■� ■ W/3-I2d STAGGERED zxs LOOKOUT EACH ,Y� Y' NAIL PURLIN TO PURLIN ROOF TRUSS DESIGN CRITERIA TOP CHORD DEAD LOAD=7 PSF, SNOW LOAD=25 psf SIDE OF POST ■, ■■ PER DETNL 4/2 /A/ E WALL GIRT TIE STRAP SHEATHING NOTE ■■ ■■ OF GIRT TO TOP _�,\"C 3 BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING LOADING. 24 BLOCK EA SIDE 'c THIS DETAIL FOR ■■ ■■ OF GIRTS w/(4) s'S EDGE NAILING FOROVERHANG CONSTRUCTION . •�3' ,vim OF POST W/WIDTH / ONLY,SEE DETAIL 1/2 _s A��a..loco=b_ MIN lOL x I 30 - TO MATCH POST - 11 FOR TRUSS CONNECTOR EACH NAILS AT ROOF SNOW LOAD 25 PSF DESIGN WIND SPEED 110 MPH, EXPOSURE B " SCREWS PER II EAVE GIRT 1I GIRT OR AS ) a PLAN / AND DETAIL 9/2 FOR EAVE GIRT PER PLAN (3 SEC GUST RAFTER CONNECTION 2x6 ' POST PER PLAN' IOW' BLOCK 12d SOIL BEARING- 1500 •sf "g �__!!_••I�� 18"MINIMUM I c (TOP) TRUSS OR RARER 1 1 WIDEST DIMENSION SEISMIC DESIGN 1 SECTION AT EAVE OF POST LINO 2 OVERHANG FRAMING DETAIL 3 SECT. THRU PURLIN ® TRUSS/RAFTER 1'=1•-0' SEISMIC IMPORTANCE FACTOR=1 o O 2 2 1'-Y-°• SITE CLASS=D su0!SMai BAY WIDTH 18" MAX SEISMIC DESIGN CATEGORY=D ROOF SHEATHING EDGE SPECTRAL RESPONSE ACCELERATION Ss=123Zg, 51=046 ROOF SHEATHING EDGE NAILING PER SECTION SPECTRAL RESPONSE COEFICIENT Sos=O 982 RAKE BEAM PER NA unc PER SECTION4-12d PURLIN BASIC SEISMIC FORCE RESISTING SYSTEM=CANTILEVER COLUMN 2.5 HF/2•16"o c PLAN 4-12d(PURLIN TO 2x6 BLOCKING TO BLOCK 4-12d AT POST \ BLOCKO(CHOINNu� ) METAL ROOTING RESPONSE MODIFICATION FACTOR=1 5 PURLIN OVER STRENGTH FACTOR=1 5 4-12d RAKE TO EACH (/) ' _r•l PURLIN 1 ��7 5-12tl EACH MEMBER DESIGN BASE SHEAR= 4 2 KIPS (ASD) J 1'-6" LAP (MIN) 1-6"up(MIN) u l .�� EACH SIDE ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE Q 1111 12d 0 4'o c(STAGGERED) • li5 Mini RAKE TO RAKE 3-12tl TOENAIL EACH '{� WALL SHEATHING W •• PURLIN 'h:�� 12-12tl RAKE TO ENDWALL PURLIN TO EACH RAKE ■III EDGE NAILING • 4 N/A CI 1 POST FOR CONTINUOUS RAKE 1111 2x4 LEDGER (6-12a FOR SINGLE SPAN zNORRsme P a j� 2r6 FASCIA 5 LUMBER SHALL CONFORM TO THE FOLLOWING U N 0 ON THESE PLANS m �m OIMINIE- • - - • NAIL TO BEAM W/ ■ AND AT CORNER POST J(TYP) RAN . W/2-12tl 12d•10'OC ■ (WHERE DCCURS) ■ 12-12d RAKE TO ENDWALL• 2x4 THRUT 2x6 HF NO 2 STAGGERED ■ 2 x BLOCK W/WIDTH POST FOR CONTINUOUS RAKE 2x8 THRU 2x12 DFL NO 2 (/) ■I TO MATCH POST ■ (6-12d FOR SINGLE SPAN STRUCTURAL POSTS 4x6 HF NO 2 S4S LLI 7-12d 2 x 6 BLOCK �■ NAIL W/10-12tl ■ AND AT CORNER POSE)(TYP) I- BEVEL To MATCH (5-12d AT CORNER POST) 6x6 & LARGER HF NO 1 ROUGH SAWN & AS NOTED AT EACH END OF UP POST RAKE SLOPE ■I 0 AS SHOWN NAIL W/0-12d d 2 x 6 BLOCK , ■ 2 x BLOCK W/WIDTH BEVEL TO MATCH • TO MATCH POST Z y RAKE SLOPE NAIL W/ IG-12d RvP) POST 11 (s-12d AT CORNER POST)NUL w/6-IOU SIZEToCONTINUOUSES BLOCKING HF STANDARD AND BETTER POST PER MATCH POST OR PER PLANTRUSSES OR RAFTERS(TYP) WALL PANELS BUILD TO MATCH (AS SHOWN) BOTH SPLICE CONFGURATIONS PUN —WALL PANELS OR muss TOP CHORD 6 EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED USING TREATMENT FOR 0 60 ARE EQUALLY STRONG.EITHER 9 Ii OR CANTILEVERED pcf RETENTION IN CONFORMANCE WITH AWPA USE STANDARD UC4B ALL OTHER LUMBER IN ONE MAY BE USED AT THE RAKE BEAM BUILDERS DISCRETION WIDEST DIMENSION OF { ♦ WIDEST DIMENSION OF CONTACT WITH SOIL OR CONCRETE, OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE ENDWALL POST ONO ENDWALL POST UNO TREATED FOR 0 40 pcf RETENTION NAILS USED WITH PRESERVATIVE TREATED LUMBER OR Q PURLIN SPLICE DETAIL SECTION AT DBL RAKE • SECTION AT ENDWALL . NO POST RIDGE--C-ONNfCTION-- BELOW-GRADE SHALL BE HOT-DIPPED GALVANIZED.• — - - — — 2 2 =1-0" (NO OVERHANG) ® (W/ OVERHANG) 7. BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND NUT 6-12d EACH SIDE (INSIDE U.N.O PRE-BORE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER 0 (�'j PLY ONLY IF 2-PLY) o Z_ 10-120 EACH SIDE (INSIDE NAIL SCAB TO RAFTER POST 8 CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi FOR PLY ONLY IF 2-PLY) TOGETHER W/ I2d 0 10' 1 M 0 NOTE OC STAGGERED STUB POST OF WIDTH TA + \1\\ 2x6 GIRT FACE WEATHERING (2500 ps, USED FOR DESIGN, SPECIAL INSPECTION IS NOT REQUIRED) o LU El 'o OPTIONAL OVERHANG IF MATCH SIDEWALL POST �,, 3NAIL-1 TO POST W/ CO USED PER DETAIL 2/2 3-IOU DRIVEN AT < CO O 1 _ ANGLE (m) - 9 BACKFILL FOR EMBEDDED POSTS SHALL BE CLEAN SAND COMPACTION SHALL BE BY _ ROOF SHEATHING EDGE RAFTERS PE' a LLl NAILING PER SECTION *..�` �, ' TOE NAIL T-GIRT cv MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO E 2 m TO POST W/4-12tl 2r6 GIRT TOE-NAILS• EXCEED 8" Q EAVE GIRT _ WALL PANELS PER TO SKREED W/12d a Luce C[ ] �• NOTE/4 OR 111 Ar e'oc 10. STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL V LL 00 WALL SHEATHING I •8 H- EDGE NAILING - WALL SHEATHING PT POST NOTE NOTE --M- NEDGE NAILING I� ill 11 5/8" T1-11 OR T/6" LP PANEL SIDING ALONG ENDWALLS AND SIDEWALLS SIDING SHALL BE 6 FOR TRUSS CORN p CI_ d SEE DETAIL 1/2 T-GIRTS O 48'oc (t�' + CONCRETE NAILED WITH 6d COMMON OR GALVANIZED BOX NAILS AT 4"o.c. ALONG PANEL EDGES AND `' NOTE SHIM RAKERS AND RAFTER PER ~� _ W/FLIT GIRTS 0♦B"oc 6'MIN ��-, FLOOR SLAB BLOCKS TO MATCH WIDTH _ ALTERNATING 12"o c IN FIELD ALL EDGES OF SIDING TO BE BLOCKED FOR SHIP-LAPPED EDGES BOTH OF INTERIOR POST PLAN i - _ 16d GALVANIZED , EQUAL NUMBER `"� _ •10'o� (� / PANELS SHALL BE EDGE NAILED WITH 6d AT 4"o c IN ACCORDANCE WITH MANUFACTURER'S EACH SIDE OF POST NAIL SCAB TO RAFTS• (3)3/4"I BOLTS �y EI SPECIFICATIONS 2 x BLOCK EACH WITH(8)12d ON EACH ny c 2r6 GIRT FACE SIDE OF POST W/WIDTH NAIL SCAB TO RARER SIDE OF POST NAIL W/3-12tl TO MATCH POST WITH(8)12d ON EACH a ATTACH BLOCK TO POST (4) LEDGERLOK "SOS 2x8 PT-GIRT WITH(10)12d NAILS SIDE OF POST 1/4x3-5/s-SCREWS `� 12 CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION EACH SIDE 2x6 T-GIRT NAIL FOOTING G TOGETHER W/ POST PER PLAN 2x BLOCK UCH u41 a•12'oc (rYP) 1 13 12d NAILS ARE 0 131" DIA x 3-1/4" HDG 16D NAILS ARE 0.162" DIA- x 3-1/2" HDG SIDE OF STUB POST BLOCK WIDTH TO NAILS INSTALLED IN PRESERVATIVE TREATED LUMBER TO BE HOT DIPPED GALVANIZED OR im k J WIDEST DIMENSION MATCH STUB POST III EQUIVALENT OF POST LINO 2OLEAN-TO POST RAFTER CONNECTION e RAFTER/TRUSS CONNECTION GI WALLGIRT DETAIL - e BASE GIRT DETAIL L J 1'=1•-0' 1'=1'—D- 1'-1'—D' I'=1'—O• PURLIN WRAP STRAP OVER N H~-- 1-3/4'CONCRETE POST BLOCK AND PURLIN (yf EMBED(!fa) Ir2 : : 1 , 11 LU \/ SIMPSON CS16 WRAPPED AROUND (5) 12d EACH Ll_ Z ,/ PURLINS,BLOCK.AND ON10 KNEE BRACE ATTACH w/ MEMBER •4 (5)12d(MIN) NAILS EACH MEMBE O 1I / 231 16d GALOAIOZEJ MILS 4x BLOCK BETWEEN ( RIDGE PURLINS LCT X �/ ,\ (5 EACH=AGE 3-AG:EPED) cc �/ WHERE LENGTH OF BRACE U LL EXCEEDS 5•-6"ADD FLAT CONCPETE BACKFILL "7'BRACE 75%OF LENGTH �� • 12d••10"o c �� • 2x4 7 2x8 HF,Q2 DIAGONAL \54 A k �• it BRACE `vX-, .+n4 } o i0 • %. 6"CONCRETE PAD x ./ /`�/ /vim (12) 12d NAILS SPACED ♦ �( \�\'��/�/ PER SECTION HEIGHT C EQUALLY EACH WAY V X/1 u J��f?e� rt��t 1�l` sheet Ark EMBEDDED POST FOOTING W PAD e ENDWALL POST BRACE DETAIL NAtr 2 Delom2B © 3/+ 1 1"=1'-D' (POST AT RIDGE) .14