2424 WALNUT ST 2020-05-21 - Laserfiche WebLink

2 w ROOF SHEATHING ` L BOOP SHEATHING I 4_120 J ZS 2 J NAILING PER TYPICAL SIMPSON ANGLE'023'EACH SIDE 2x6 BLOCK W/ pT E1CH LOI�KOUT PURUN TRUSS O, a m SECTION,SHEET 1/2 OF POST AND LONG LEG ON 12tl 0 3"O.C. Aur ROOF SHEATHING NOTES: I--,1..a , CAVE GIRT W/ POST. 10d x 1-1 4 TO LOOKOUT yy yy CHORD NAILING PER TYPICAL NAILING PER NAILS. 5-12d(TYP.) MIH• ■_■ SECTION.SHEET 1/2 DETAIL 12/2 ROOF SHEATHING _ LIMIp■G_ 1.) ALL WORK AND MATERIALS SHALL CONFORM TO THE 2015 IBC o c c v oSTEEL STRAPNAILING PER TYT'IGLSECTION,SHEET 1/2nr 26 BLOCK zx6 eLocK. (INTERNATIONAL BUILDING CODE). CONTRACTOR IS RESPONSIBLE - s'o >-o EACH S1DE OF POST BLOCK CLNAIL TO E4CH TRUSS FOR ALL METHODS AND MEANS. .o o. W/10-tOd NAILS - I'1� BETWEEN OR RAFTER W/3-12d. PURUN p • WALL PANEL I1 MV ERVC GIRT �1V - ' 2x6 SCAB w/120 NAIL PURUN TO BLOCK / 1 EDGE NAILING �'1• // i i IAT4"O.C.TO LOOKOUT . W/3-120. 2.) TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2015 IBC PER NOTE I1. � , NAIL PURUN TO PURUN (INTERNATIONAL BUILDING CODE). ENGINEERING DESIGN AND SHOP I/ SEE 3/2 ri........f-ort PER DETAIL 4/2. $1' �>•s-120(TYP.) '��. / zx6 FucA LOOKOUT DRAWINGS SHALL BEAR THE STAMP OFA PROFESSIONAL ENGINEER • W/4-12d POST '; �� -0REGISTERED IN THE STATE OF WASHINGTON. TRUSS BRACING SHALL (z)3/4 Dm (n•) BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING. BOLTS TRUSS 2x6 LOOKOUT EACH ■� ■ ", SIMPSON MT516 STRAP S1DE OF POST ,�� 1� 2 x BLOCK EACH IM - AT ENDWALL TRUSS WALL PANEL NUTF I . -II GIRT TIE STRAP 3.) BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING B SIDE OF POST W/ Ili '' (WHERE OCCURS) EDGE NAILING THIS DETAIL FOR _ IN' i, APPLIED TO TOP LOADING: ,_ WIDTH TO MATCH _ PER NOTE}'11. OVERHANG CONSTRUCTION 111' 11 W/(11)MIN. ROOF SNOW LOAD: 25 psf WIND LOAD: 110 MPH, EXPOSURE B POST.4 x BLOCK " w/(7)10d x 05" ONLY,SEE DETAIL 1/2 - OF I NAILS 0 POST III•+■1I 10d X 1 1/2• TRUSS OR RAFTER FOR DOUBLE TRUSSES. FOR TRUSS CONNECTION _.c .Ozzis- NAILS 90TRUSS �� ";s�`� HAILS AT EACH cm- FOR BEARING: 2000 psf AND DETAIL 9/2 FOR RAFTER CONNECTOR EAVE GIRT WALL PANELS PER I�`�J' ' EASE GIRT NOTE#4 OR/11 R= POST PER PLAN 2x6 BLOCK � . � MINIMUM 4-12d SEISMIC DESIGN CATEGORY: ( ') WITH Ss = 130% c WIDEST DIMENSION 9 d•,w n OSECTION AT EAVE POSTU. O OVERHANG FRAMING DETAIL OF Sr N.O. SECT. THRU PURLIN AT TRUSS/RAFTER 4.) METAL PANELS SHALL BE BHP NOR-CLAD, OR EQUAL, HAVING 80 KSI MINIMUM YIELD. 3 2 2 2 STRENGTH. ROOF PANELS SHALL BE FASTENED WITH #14 x 1-1/2" SELF TAPPING ` suoIs(nau i SCREWS AT 9" O.C. ALONG EACH PURLIN AND EACH RAKE BEAM. WALL PANELS FOR 12'BAYS USE BAY WIDTH 24"MAX. • ROOF SHEATHING SHALL BE FASTENED WITH #10 x 1-1/2" SELF TAPPING SCREWS AT 9" o.c. ALONG 2,6 HF#2 AT 24"U.K. ROOF SHEATHING NAILING PER TYPICAL EACH GIRT. SEE SHE. 1 FO METAL GAUGE. SECTION,SHEET 1/2 NAILING PER TTPICAL 4-12d PURLIN 4-12d PURUN TO SECTION.SHEET 1/2 BAY WIDTH 24"MAX. TO BLOCK(TAP.) ROOF SHEATHING BLOCK PURUN - 2x6 BLOCKING 5.) LUMBER SHALL CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS: PURUN 5-12d EACH MEMBER 0 TOENAIL 4-12tl PURUN TO 1'-6"LAP MIN.) i EACH SIDE 2X4 THRU 2X6: HF NO. 2 1'-6`LAP(MIN.) BLOCK TOENAIL /� - -_ ��71 TnT OR P1 2X8 THRU 2x1O: DFL NO. 2 • Eli PI /tT�1Td\ STRUCTURAL POSTS: 4x6 HF NO. 2 S4S a 3-120 TOENAIL EACH ' ALL PANEL cl�: 6x6 & LARGER HF N0.1 ROUGH SAWN & AS NOTED. Z_�_ PURUN T°EACH RAKE 11(. EDGE RAILING v)m��m Y1111 I(�( PER NOTE In. II PUNUN POSTS NOTED WITH "*" MAY BE N0.2 GRADE PLUS 2x6 Q J2ND RAKE BEAM 3-12d TOENAIL h' " '{ " OR SCAB PERA 2x6 FASCU. EACH PURUN waL PANELPT HF N0.2 SCAB APPLIED ON INSIDE FACE OF POST w/4-12dEDGE NAILING QSCHEDULE FF ■ TO TRUSS PER NOTE d11. EXTENDING FROM FTG PAD TOA THE EAVE HEIGHTW WI (WHERE OCCURS) ■ 1-12d RAKE TO ENOWALL IABOVE GRADE. NAIL SCAB WITH (4) ROWS (- POST FOR CONTINUOUS RAKE. TRUSS 2x6 FASCIA A POST � W/4-1za 0.131" DIA x 3Y4" GALV. NAILS SPACED 4" o.c. O AT EACH END OF LAP (6-12d FOR SINGLE SPAN AS SHOWN ' AND AT CORNER POST.)(EYP.) ENDWALL POST TRUSS TOP CHORD EACH ROW. Z POST 2 x 6 BLOCK. l,IIIII 2,BLOCK W/WIDTH - BLOCKING: HF STANDARD AND BETTER TO MATCH PoST. BEVEL TO MATCH NAIL W/8-12d(TOP.) WALI.PANELS NOTE: RAKE SLOPE. Ill BLOCK SIZE TO TRUSS TOP CHORD BOTH SPLICE CONFIGURATIONS TRUSSES OR RAFTERS(TAP.) NAIL W/8-12d, TRUSS BRACING , MATCH POST OR OR CANTILEVERED 6.) EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED USING TREATMENT WALL PANELS BUILD TO MATCH RAKE BEAM ARE EQUALLY STRONG,EITHER (ONLY REQUIRED WHEN PER NOTE)2, l; FOR 0.60 pcf RETENTION IN CONFORMANCE WITH AWPA USE STANDARD UC4B. ALL ONE MAY BE USED AT THE SCAB OR 2ND RAKE SHEET I3 OTHER LUMBER IN CONTACT WITH SOIL OR CONCRETE, OR EXPOSED TO WEATHER BUILDERS DISCRETION. OCCURS) SHALL BE PRESERVATIVE TREATED FOR 0.40 pcf RETENTION. NAILS USED WITH WIDEST DIMENSION of WIDESTDIMENSION OF IN PRESERVATIVE TREATED LUMBER OR BELOW GRADE SHALL BE HOT-DIPPED GALVANIZED. e a ENDWALL POST U.N.O. ENDWALL POST U.N.O. �• « O4 PURLIN SPLICE DETAIL 0SECTION AT ENDWALL W/ OVERHANG 0 SECTION AT ENDWALL W/ OVERHANG O NO POST RIDGE CONNECTION 7.) BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND =o 0 2 2 NUT U.N.O. PRE-BORE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER. =-I COU �c �- 8.) CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi. w la a TOE NAIL r-GIRT POST POST FOR WEATHERING. (2500 psi USED FOR DESIGN, SPECIAL INSPECTION IS NOT REQUIRED). qsj if CTC-1, • TO POST WI 4-12d •g PURLIN WRAP STRAP OVER ",, 2X6 GIRT TOE-NAILED / / BLOCK AND PURUN P1 TO SKREED W/12a \\�\ p �� 9.) BACKFILL FOR EMBEDDED POSTS SHALL BE CLEAN SAND OR CONCRETE PER DETAIL 16/2. ET I` M F. 246 GIRT. FACE AT e'o.c. \//\ q /// a COMPACTION OF SAND SHALL BE BY MANUALLY TAMPING WITH A 20 POUND �p a w i�iznooPo HAT N POSTiii \��'q q q q'//\�\ � MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO EXCEED 8". I2 o_.-.-5 ANGLE.(nV) WALL PANEL EDGE _ illNAILING PER II \ \\ 10. STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL. NOTE1111 4"CONCRETE x /% p q�< SIMPSON C516 WRAPPED AROUND (5)12d EACH ) \� PURLINS,BLOCK,AND ONTO A WALL PANELS PER I' I1J (BY OTHERS) y/ q \� KNEE BRACE.ATTACH w/ MEMBER - ._ 16d GALVANIZED 1 NOTE(4 OR y11 ,�r1 0 10`o.o i'412,22==._ !� \� 0 0/� (5)124(MIN).NAILS EACH'MEMBE• 11.) 19/32" T1-11 OR LP SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG a I G \ ax BLOCK BETWEEN ENDWALLS AND SIDEWALLS. SIDING SHALL BE NAILED WITH 6d COMMON OR GALVANIZED 11 NOTE. 2xa P.T.GIRT ‘jr _ w \/ p 0 �\ RIDGE PURLINS BOX NAILS AT 4" O.C. ALONG PANEL EDGES AND 12" O.C. IN FIELD. ALL EDGES OF il 1rm� _ ALTERNATE GIRT: I ' �/q 0 \ �� 4"MIN. • �/ /\ NOTE: SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED 2z4/244 T-GIRTSill a \ ci p \ 0 24 O.C.W/3-12d TRUSS ANCHOR I EMBED ./j q \, BACK FILL& WHERE LENGTH OF BRACE WITH 6d AT 4" O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PER CONNECTION SIMPSON"HETA 16" I \/ p/\ COMPACTION EXCEEDS 5'-6`ADD FLAT W/16d NAILS. I \ \\ OF SAME PER "T`BRACE 75R OF LENGTH BEND AROUND I FOOTING // A q- /, 12.) CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. (I (2)ANCHORS PER I I �l q q I\ 6o CONCRETE PAD 12d O 10'o.c' 2,6 GIRT. FACE f�1 13.) 12d NAILS ARE 0.131" DIA. x 3-1/4" HDG. 16d NAILS ARE 0.162" DIA. x 3-1/2" HDG. NAIL W/4-12d POST(EACH SIDE) I \< , • = - • 2z4 T EXCEPT(7)ANCHOR / • • •'• \ 2x6 HFQ2 DIAGONAL NAILS INSTALLED IN PRESERVATIVE TREATEDEB LUMBER TO BE HOT DIPPED GALVANIZED OR 2x6 T-GIRT. NAIL FOR CORNER POSTS.ill /^\/%�/..\•.\\,..\ \ pt BRACE EQUIVALENT. GIRTS TOGETHER W/ \ 120 0 12"O.C.(EYP.) '�D' 111�gq� (12) 12d NAILS SPACED I(iILI'((I oil, /PER SECTION X/1 EAVE EQUALLY.EACH WAY T-GIRTH ONLY HEIGHT REQUIRED AT 14' BAYS AND UP 0 WALL GIRT DETAIL FROM BASE2OF WALL ® BASE GIRT DETAIL e EMBEDDED POST FOOTING W/ PAD 0ENDWALL POST BRACE DETAIL WHEN NO SLAB 1"-l'-0• 3/4"=P-O" (POST AT RIDGE) ,; ..q#, �• ® CO H- 0 CC t j/1r4 ' . N iii G iw 19969 W • . CANAL m t ID. sheet (----5--;.________,<,))11\) : 2v s. � 2 i