Laserfiche WebLink
A35 @24"oc (N) TRUSSES PER PLAN, <br />STRUCTURAL NOTES <br />MATCH (E) ROOF HEIGHT PITCH <br />THESE DRAWINGS REPRESENT STRUCTURAL REPAIRS FOR THE BUILDING To MITIGATE FIRE DAMAGE. REPLACEMENT AND <br />8d @6"oc <br />CONNECTIONS OF STRUCTURAL MEMBERS ARE SHOWN AS 'IN -KIND", NO UPGRADES ARE REQUIRED. <br />2x BLKG <br />DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE (113C). <br />BTWN TRUSSES <br />(N) SHEATHING <br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO THE START OF CONSTRUCTION. <br />PER GEN NOTES <br />CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENTS OF THE EXISTING STRUCTURE UNTIL <br />ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. <br />H2.5A EA TRUSS. _____z <br />H2.5A EA SIDE OF <br />MULTIPLE TRUSSES <br />(N) FASCIA <br />CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR <br />DBL TOP P <br />ST2215 CTRD ON WHERE FIRE <br />':'I,-- <br />PROCEDURES REQUIRED TO PERFORM HIS WORK. <br />i <br />- REPLACE WHERE DAMAGE <br />EA PL SPLICE WHERE 11 <br />FIRE DAMAGE <br />(E) PILT TO BE REPLACED <br />DESIGN LOADS <br />(E) HDR (E) 2x EXTERIOR WALL <br />REROOF <br />SNOW 25 PSF <br />BRICK FASCIA <br />FIRELDAMAGE <br />ROOF DL 12 PSF <br />TO REMAIN <br />I <br />---------- - <br />lid <br />WIND DESIGN CRITERIA <br />NOTE: <br />II <br />WIND (ASCE 7-10) 110 MPH (3 sec gust), EXPOSURE "B", Iw=1,0, Kzt 1,0 <br />EXISTING ROOF SHEATHING CONSISTS OF PLY OVER Ix SKIP SHEATHING, <br />­__ ____ <br />ETRUSS GIRDER <br />( ) <br />CONTRACTOR OPTIONS TO ADDRESS FINAL ROOF SHEATHING HEIGHT DIFFERENCE: <br />SEISMIC DESIGN CRITERIA <br />1. INCORPORATE INTO TRUSS HEEL HEIGHT. <br />2. ADD Ix SKIP SHEATHING BELOW THE NEW ROOF SHEATHING. <br />EARTHQUAKE (ASCE 7-10) SITE CLASS D <br />3. ADD TOP PLATE SHIM (CEILING HEIGHT WOULD STEP). <br />M <br />i <br />OCCUPANCY CATEGORY 11 (le = 1,0) <br />SEISMIC DESIGN CATEGORY D <br />Ss =1.375g, S11 = 0.488g <br />Sds=l.lg R=6.5 <br />LATERAL SYSTEM UNALTERED <br />7 <br />TYPICAL EAVE 1"=1' <br />09 <br />a <br />SOIL BEARING 1500 PSF (ASSUMED) <br />CARPENTRY <br />II <br />FRAMING - 2X, 4 HEM -FIR #2, Fb 850 PSIICI <br />UNDAMGED <br />GLU-LAM 24F-V4 <br />TRUSSES @249Poc <br />FRAMING HARDWARE DESIGNATIONS ARE SIMPSON STRONG -TIE, USE FULL AMOUNT OF FASTENERS SPECIFIED BY MFR. <br />2x BLKG BTWN <br />8d @i 2x6 OUTRIGGERS <br />OUTRIGGERS <br />7 <br />TO REMAIN, TYP <br />HARDWARE IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE Z-MAX OR HOT -DIPPED GALVANIZED. <br />LUS 1@24"oc <br />�—,t <br />FRAMING NAILING SHALL CONFORM TO TABLE 2304.10.1 OF THE 2018 IBC UNO. <br />HEADERS SHALL BEAR ON (2) 2X TRIM STUDS. <br />LTP4 @24 oc, TRUSS GIRDER PER PLAN <br />ROOF SHEATHING: 1/2" MIN PLYWOOD OR OSB, 24/0, EXT GRADE <br />NAIL ROOF SHEATHING WITH 8d COMMON (.131 >t 2-1 '2" DIA) @ 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE <br />A� <br />SHEATHE & NAIL <br />SUPPORTS. <br />PER GEN NOTES <br />WALL: 15/32" THICK PLYWOOD OR OSB, 32/16, OR 1/2" THICK, 24/0. SHEATHING MAY BE LAID UP HORIZONTALLY OR <br />x BLKG BTWN TRUSS WEB <br />8d @6"oc <br />VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 8d @ 6"oc, NAIL WITH 8d @ <br />12"oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING EDGE NAIL SPACING WHEN <br />TRUSS <br />2x BLKG BTWN TRUSSES <br />i <br />HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGES. <br />PER PLAN <br />W1 8d @i <br />�j <br />TRUSSES <br />SHEATHING <br />PER GEN NOTES <br />C-0 <br />TRUSS CALCULATIONS AND SHOP DRAWINGS SHALL BE PREPARED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF <br />SLOPE SLOPE <br />WASHINGTON AND SUBMITTED TO THE LOCAL JURISDICTION FOR APPROVAL PRIOR TO CONSTRUCTION, <br />ROOF TRUSSES SHALL BE DESIGNED FOR: <br />TOP CHORD DL 8 PSF MIN <br />TOP CHORD ILL 25 PSF SNOW <br />BOTTOM CHORD DL 8 PSF MIN <br />Zz <br />PRE-ENG <br />TRUSSES SHALL BE ANCHORED WITH H2.5 CLIPS, <br />ROOF TRUSSES @24"oc <br />TO REPLACE DAMAGED TRUSSES <br />- ------------ - <br />HANGER <br />PER TRUSS MFR <br />STRUCTURAL GEIN'ERAL NOTES 11 <br />ROOF STEP <br />5 <br />—� __ __ <br />i <br />° ;I <br />° ' III <br />4/Sl <br />RUSS GIRDER <br />REPLACE DAMAGED —Fj <br />_ _ - �I—(N)' PRE 77EEG <br />DBIL TOP PLATE i <br />LLJ ROOF TRUSSES @24"'k, <br />i >I <br />—REPLACE <br />, <br />AS REQ'D 1 1 <br />TO DAMAGED TRUSSES <br />> <br />Lo UNDAMAGED HDR <br />TO REMAIN, TYP <br />- - - -- ------- --------- -------- <br />8d @6"oc CS16x8-O" <br />AT PEAK & TRUSS QUARTER POINTS <br />(E) SHEATHING CTR'D ON SHEATHING SPLICE. <br />_ <br />(E) Ix SKIP SHEA INJ1 <br />G <br />NOTES: <br />1. SEE ARCH FOR DIMENSIONS. <br />2x FLAT BLKG <br />BTWN TRUSSES <br />2. WALLS SHOWN ARE BELOW FRAMING. <br />LENGTH OF STRAP <br />3. NOTIFY ENGINEER IF EXISTING CONDITIONS <br />(E) PRE-ENG--____1 <br />DIFFER FROM CONDITIONS SHOWN ON PLAN. <br />i TRUSSES PER PLAN <br />TRUSSES <br />4- <br />2x LEDGER <br />SISTERED TO (E) TRUSS <br />TOP CHORD W1 16d @6"oc <br />IN <br />12 <br />9 <br />NEll /EXISTING <br />ROOF <br />COI <br />NECTION <br />1"=1—o <br />_ <br />6 <br />FLOORPLAN <br />Y8 <br />z1*1 <br />mm <br />07079' FOSSATTI PAWLAK <br />Km <br />ME S 7, R 'J ' I" 'U, -`-, Ak L `17- ihl G, � N E, E` R S <br />1735 Westlake Ave N, Ste 205 <br />Seattle, WA 98109 <br />Phone:206.456.3071 <br />Fax:206.456.3076 <br />www'fossatti.com <br />pl, p <br />17 <br />2_ <br />23024 <br />MIL <br />VAL <br />00 <br />0 <br />_j <br />00 <br />< <br />0-) <br />m <br />0 <br />CL <br />0 <br />u <br />V) <br />_j 00 LLJ <br />m <br />\�C- - DAIE <br />3/17/21 <br />21-040 <br />DATE <br />JOB # <br />KRS <br />FEE <br />DESIGN <br />CHECKED <br />BDS <br />AS NOTED <br />D R A VVT\1 <br />SCALE <br />N I <br />PLAIN c DETAILS, <br />GEI\IERAL NOTES <br />