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STRUCTURAL NOTES <br />DESIGN CRITERIA <br />STRUCTURAL STEEL <br />CODE 2015 NEC / IRC <br />SEISMIC ZONE CATEGORY D <br />STRUCTURAL 51M TUBES SHALL BE ASTM A500, FY=46 KSI. <br />SITE CLASS C <br />ALL OTHER STRUCTURAL STEEL SHALL BE ASTM A36, <br />I=1.0 <br />Fy=36 KSI. ELECTRODES SHALL BE E70XX <br />FLOOR LOAD LL 40 PSF <br />OL 10 PSF <br />ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH <br />ROOF LOAD LL 25 PSF <br />LATEST AWS SPECIFICATIONS. ALL WELDING SHALL BE <br />0L HE PSF <br />PERFORMED BY WABO CERTIFIED WELDERS, <br />WIND LOAD EXPOSURE B <br />MISC. STEEL <br />85 MPH <br />ALL MISC. STRUCTURAL STEEL SHALL HAVE A MIN. <br />THE CONTRACTOR SEW. VERIFY ALL DIMENSIONS PRIOR TO <br />CONSTRUCTION AND ANY DISCREPANCIES OR CONTRADICTIONS <br />Fy = 36.000 PSI <br />SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT <br />TRUSSES <br />PRIOR TO CONSTRUCTION <br />ALL TRUSSES SHALL BEAR THE MANUFACTURES SEAL <br />CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING <br />PRIOR TO COMPLETION OF All STRUCTURAL ELEMENTS <br />THE MANUFACTURE SHALL PROVIDE CALCULATIONS, <br />DESIGN SPECIFICATIONS, AND DETAILS PREPARED AND <br />WHERE SPECIFICATIONS, DETAILS, NOTES OR PLANS CONFLICT, <br />STAMPED BY A WASHINGTON STATE LICENSED <br />THE MOST STRINGENT SHALL APPLY UNLESS APPROVED BY <br />STRUCTURAL ENGINEER FOR COMPLETE INSTALLATION <br />THE ARCHITECT PRIOR TO CONSTRUCTION <br />AND ASSEMBLY TO THE JOB SITE PRIOR TO INSTALL <br />IN NO CASE SHALL WORKING DRAWINGS BE SCALED FROM <br />TRUSSES SHALL BE INSTALLED WITH ALL BRACING AND <br />THE PLANS, SECTIONS, OR DRAWINGS. <br />BLOCKING PER THE MANUFACTURES SPECIFICATIONS.. <br />THESE DRAWINGS ARE TO BE VOIDED IF THEY DO NOT BEAR <br />PLYWOOD <br />THE WET STAMP AND WET SIGNATURE OF THE ARCHITECT <br />ALL ROOF AND WALL PLYWOOD SHALL BE GRADE 'C/O' <br />OF RECORD AND ARE THE SOLE PROPERTY OF PORT GARDNER <br />WITH EXTERIOR GLUE OR EQUAL APPROVED BY THE <br />ARCHITECTS AND DOUGLAS N. HANNAM - ARCHITECT <br />BUILDING OFFICIAL <br />FOUNDATION / CONCRETE / REINFORCING <br />ROOF AND FLOOR PLYWOOD SHALL BE LAID PERPEN- <br />SOIL BEARING ASSUMED TO BE 2000 PST <br />DICULAR TO SUPPORTS <br />PLYWOOD INDEX FLOOR 16 (MAX.) <br />FOOTINGS SHALL BEAR ON GOOD, UNDISTURBED SUB- <br />ROOF 24 (MAX.) <br />GRADE, FREE OF ORGANIC MATERIAL. <br />SAWN LUMBER <br />CONCRETE SHALL BE A MIN. 5 1/2 SACK MIX WITH A <br />ALL SAWN STRUCTURAL LUMBER SHALL BE GRADED <br />Fc = 2500 PSI AT CONG SLABS AND ALL OTHER TO BE <br />AND MARKED IN CONFORMANCE WITH WCLIB STANDARD <br />Fc = 3000 PSI WITH BETWEEN 5% AND 7% AR ENTRAINMENT <br />GRADING RULES, LATEST EDITION. <br />All REINFORCING STEEL FOR CONC. OR MASONRY - <br />4S SHALL BE GRADE 40 UNLESS OTHERWISE NOTED. <br />ALL LUMBER SHALL HAVE A MAX. OF 19% MOISTURE <br />5'S OR LARGER SHALL. BE GRADE 60 U.O.N. <br />CONTENT AT TIME OF INSTALLATION <br />ALL REINFORCING STEEL SHALL HAVE THE FOLLOWING <br />ALL BOLT HEADS AND NUTS BEARING AGAINST WOOD <br />SHALL BE PROVIDED WITH STD. WASHERS. <br />MIN. CONCRETE COVER: <br />FROM EARTH 3' <br />ALL WOOD IN CONTACT WITH CONCRETE SHALL BE <br />INTERIOR WALL SURFACE 1 1/2' <br />PRESSURE TREATED OR CEDAR, UNLESS OTHERWISE <br />EXTERIOR WALL SURFACE -15 OR SMALLER 1 1/2' <br />ALLOWED BY BUILDING CODE OR BUILDING OFFICIAL. <br />(EXPOSED TO WEATHER) ITS OR URGER —2' <br />LAP ALL REINFORCING STEEL A MIN. OF 40 DAIS. W/ <br />ALL BEAMS AND HOR'S SHALL BEM ON A MINIMUM OF <br />(1) 2X CRIPPLE STUD AT EACH BEAM END, ALLOWING A <br />A MIN. LAP OF TV AT ALL SPLICES. DETAIL, FABRICATE AND <br />MIN. 1 1/2- OF BEARING AT EACH BEMING POINT. <br />INSTALL IN ACCORDANCE WITH THE LATEST EDITION OF AC.L <br />'MANUAL OF STANDARD PRACTICE.' <br />ALL 2X OR GREATER SHALL BE HF12 & BETTER <br />UNLESS OTHERWISE NOTED. <br />ALL REINFORCING BARS, ANCHOR BOLTS, HOLDOWNS, AND <br />OTHER CONCRETE INSERTS SHALL BE SECURED IN POSITION <br />ALL BEAMS AND HEADERS SHALL BE MIN. 4X8 HF12 <br />PRIOR TO PLACEMENT OF CONCRETE. <br />UNLESS OTHERWISE NOTED. <br />PROVIDE 1/2- DUV X TO- ANCHOR BOLTS SPACING <br />ALL STUDS SHALL BE STUD GRADE OR BETTER <br />PER FOUNDATION PLAN OR AT MAX. 4' O.C. AND <br />UNLESS OTHERWISE NOTED. <br />WITHIN 12" FROM CORNERS OR WALL ENDS BUT NOT LESS <br />THAN 7 BOLT DIAMETERS fROM ENDS. ALL ANCHOR BOLTS <br />NAILING SHALL BE WITH COMMON WIRE NAILS AND <br />SHALL HAVE A MIN. OF 7 EMBEDMENT IN CONC. U.O.N. <br />SHALL BE INSTALLED PER IBC TABLE 23C4.10.1 <br />ALL ANCHOR BOLTS SHALL BE INSTALLED WITH A <br />(OR TABLE R602.3(1) IN R3 OCCUPANCY) <br />UNLESS OTHERWISE NOTED. <br />3'X 37X 1/4- WASHER (SIMPSON BPI/2 OR EQUAL) <br />FASTENERS FOR PRESSURE PRESERVATIVE <br />ALL MISC. CONNECTION HARDWARE SHALL BE BY <br />AND FIRE -RETARDANT -TREATED WOOD SHALL BE STAINLESS STEEL <br />OR OF HOT -DIPPED GALVANIZED STEEL IN ACCORDANCE <br />SIMPSON STRONG -TIE OR APPROVED EQUAL. INSTALL <br />MFG.'S RECOMMENDATIONS AND AS NOTED ON PLANS <br />WITH A511A A153 CU55 G-185. STEEL CONNECTORS <br />('RESETEVAINE <br />FOR PRESSURE AND FIRE -RETARDANT -TREATED <br />WOOD SHALL CONFORM WITH ASTM A653 (ZMAX HOG FOR <br />I <br />i W/64D � w9 � PORCH <br />OVER 4' CRUSHED ROCK -1 <br />}. W�c((1H CONT. 12' w x to' DP ) <br />----------L------1 <br />TYP. FAVFS . —% 1 66 POSTS <br />(19, ALLUDING GUTTER) I DITM- a AUCN NSDE WALL <br />A6 TRMBNG TO D%T'G <br />SIMPSON CONNECTORS). EXCEPTION: 1/2' CLAM ER OR <br />GREATER STEEL BOLTS. BOLLS i0 SL W11N Y OF SHEATHED S E OF STEM WALLS <br />. O-SEAR WALLS MAY BE WHRED ON SIL PLAIT. <br />MAIM (2) BOLTS PER 00 S.CYN OF SAL PLATE <br />1!2'0 ANCHOR BOLTS MCA SEE pFAVMYL SUE a RAN <br />MIN I/2' CDX PLYMD ROOF FOR SACWG. PAM7E Yx 3 x 1/4 S ANTE WASHERS E.RS TIP. <br />SIEAiFYNG W/ 8d AT 6' O.C.. PANEL EDGES W}AryE SILL T4Aff 5 fMlEO W NOW MOPE liK4 I <br />AND RI AT 12' O.C. PANEL FIELD /3 OF PMTE MIN, <br />(3) 16d TOE ALAI INSTALL ONE NKJO.H BOLT N EACH SIDE O' XDTQL <br />TRUSSES TO PLATE 6d AT 6' O.C. ROOF SHEATH'G TO <br />COW BKG AND TRUSSES <br />_ (3) 16d BLKG TO TOP PLATE <br />DB PLATE TO TOP PATE <br />10d AT 14' O.C. <br />PROMOS H-1 CUP TO EACH — <br />TRUSS TO DBL PLATE AT WALL <br />TOP PLATE TO STUD END HAL (2) 16d <br />TRUSS TO DEEL PLATE AT WALL <br />SOLE PLATE TO FEW 40 (3) 16d <br />AT IC O.C. <br />SILL PATE TO IN J06T 16d AT 6' OX <br />(2) l6d TOE HOL SNOS TO RATE-_ <br />FLOOR SHFATHG TO DE TUMID <br />W/ 8d COMMON AT V PAR EDGES <br />AND Bd <br />SCOWAN AT 12' NTFINENATE <br />SUITORE <br />8d AT 6' O.C. DOHAPRI' NAANG <br />WAIL SIFATMG TO TOP PLATE <br />LAN. 111' 111 RYMD WAEL SHAWL <br />PANELS LAID VERT .ALL W/ <br />8d AT 6' O.C. PANEL EDGES <br />AND 8d 12' O.C. TO NTERMEDIVE <br />SUPPORTS <br />SEADTG TO SILL PATE - 8d AT 6' O.C. <br />HIM JUST TO MD SILL YIN, Od AT C O r <br />EXTEND MILE <br />TO WA SELL <br />W/ Bd AT 6° O.C. <br />J°0 <br />A� SHEAR TRANSFER NAILING <br />t1 3/4' = p-0' <br />1-21-1 <br />@D-�-�TIYPSI�LLLPLATE CONN DET <br />SILL PLATE TO RN JOIST Ad AT 6' O.C. <br />BOON 1 NMIING FOR Fl <br />NOTCH HIM JOIST AS REO SHATH'G i0 BLK'G TYP. <br />OR NFlLL AT LWD JST 2,13 BUK'G AT BUCK DOWN <br />TOOEE NAILfiTO BEAM VG W/ (LIT 3-16d AT 16' DC,) <br />LAP JOISTS <br />milmliglusillill <br />1 <br />AT � <br />TOE TO <br />E HAIBEAM W/ <br />16d AT 4' ", - <br />BRAY AND POST PER FORA PAN <br />e <br />MWNN LAN, 12' <br />W/ ON CAP AT A POST W/ i6d <br />CIR BTWN OM PAID <br />\ <br />RATE <br />I <br />COW. PT 20 W/ 1/4'0x 4' <br />WEN NO AND 3 SO. x i1/BL <br />DC. <br />' <br />GN.V WASHER AT MIN. 32 O.4 <br />8- W. FYG W/ (2) COW, <br />INDISMED SUBGRAM `_-;;i <br />BEVELED CEDAR SIDING TO MATCH <br />EXISTING SIR OVER 15 FELT AND <br />1/2' CDX PLYWO SHEA H'G TYP. <br />SAIHJ STARTER COURSE <br />W/ 1 5/8- 7. RASH'G OVEr-- <br />COW. R 2x6 TRIM BOARD <br />OVER FELT AND SHEATH'G TYP. <br />PROMO <br />, <br />5 8. 7 FLASH AT PLYWC <br />WHEN W/It✓ 6' OF GRADE <br />OONG. PORCH OVER <br />CRUM RDCI <br />COMPACTED FILL <br />ON. 12- OF 1 1/ <br />WASHED ROCK <br />WRAPPED N CEO - <br />FIXING OVER <br />COW. 4'0 PERT <br />Fro OWN. <br />/ FA711T <br />/ <br />/ pis LNG, / <br />PA / / / ; SAW ET S RE% <br />CE / <br />i / 2CM1k18' <br />S CRAWL PACE ACLYSS / <br />C DOSING; <br />SIE11 WALL <br />P 2 8 NF/1LEpGER <br />?A6 <br />2x1 P FL JS <br />/ I AT 16 OC - LUSS M EDGIER <br />A15 / ns CRAWL SPACE <br />PT m f6//2 LEIX;EIt , V6 NN_ <br />Pi 4X4 <br />A/ 2x4 PT POST i <br />i 2' O.C. - SEE BET / ` III Y BELOWBBM <br />I BZt Wt� <br />00.OS H. i 1/2' - <br />SkONER DROP T.O. BM <br />/1 1/2' <br />i/2' CA M 2.6 STUDS AT 16' 0.0 <br />W/ R-21 FACED BATT BRSLATWN TYP. <br />SECURE Zx JUST TO CU. SEEM WALL <br />OVER W FELT W/ 1/4'ix 4' DTFN HD <br />AND 3'x 3x 1/4` PLATE WASTER AT 32, O.C. <br />OPTION - PROYCE PT 20 VERT BDCG <br />AT STEP WALL AT 24' O.C. <br />MN 5/4' T&G PLYMD FUR SIfATH'C TYP <br />R-30 MN. FACE A11T <br />i INSIA. BINN JCSR <br />(2) 14 GONE. AT TOP AND <br />— 14'S HORQ. AT 16' D.C. <br />14-S MET AT 32' O.C. TIP. <br />p id' - V (1) j4CUNT. <br />�.��..-}—�� 6 MIL VB AT CRAWL SPACE <br />UNNSTERBED SUBGRADE TYP <br />FOUNDATION NOTES <br />WAST <br />LL LINE <br />0 <br />MAINTAIN A MIN. 12' CL, BELOW BEAMS AND A MN . 18' CI- BROW JOISTS MAIL <br />PER PLATE <br />AND T 1 2Y(K BOLT WITH IN 12°SF.IX AfmN46F N. OFINCHINCH CO�R(2d1�ELI OF PIECE OF PLATE <br />FGJN�DAIIION VENTILATION : <br />10S OF VENT PER 150 S OF FOUNDATION AREA <br />= 256.5 SF FOUND. AREA/ 150 SF = <br />(1..77 SF OF VENT REG..( <br />1.8 OYi1IT AREA PROMDED U/))E_ . <br />NDI WALIGN k OO OPE AM ('.WHERE —) <br />WSTALL VINES WHERE SHOWN IMP <br />TYP. 1/2" GWB OI 2x4 STUDS <br />AT 16 O.0 (1/2' DENSE GORE AT SHOWER) <br />NOTCH RW JOIST AS RED. \ \ <br />OR INFlLL AT LWO JST \ <br />LAP JOISTS <br />R-30 BATT INSIP . <br />SET ONE. 2x BWG AT <br />BFNI NOTCHED FOR DRfRPED <br />JOISTS WHERE OCCURS <br />WAIN MN, 12' <br />CLR BWN BM NMI . <br />RATE <br />MN 6 MIL - <br />MEEN VB Y \ <br />I L"5^nTDLS VIES I !d : L4I iM i7 �j <br />RE4flID cm GONG TO MATCH <br />F0 (REVEAL AN D COURSING) <br />f FELT RA YMD 1/2' COX R.0 TYP. <br />COW. 1 5/8' z FLASH OVER <br />COW. PT 2L TRIM 8" <br />OVER FELT AND SEATWO TV, <br />PAOVRIE 'Z' FLASH AT EDGE, <br />O' PEYAD SHEA1H'C <br />MN. 2 1/2' CIR <br />GRAILS - SLOPE AIN Y <br />FROM SERUGTUREI �� <br />FULLY Cq@ <br />FILL <br />DE tY � EASED <br />DRAIN ROC% WPMPID <br />N (k'fFAPRL Op � <br />GONE. C PERT -�� <br />I MWH <br />UNDISTURBED SUB GRADE _„_,� •• <br />1/2' GWB (OR MRCWB) AT FADE OF 2x6 <br />SKIDS AT 16' O.C. TIR <br />D&. SELL PLATE - GRILL AS NEEDED FOR <br />AB <br />1/2' ANCHOR BOLTS W/ 3k A 1/4' <br />D9. GkV PLATE WASTER - MAY INSTALL <br />THRU FL SEATH'G W/ RED. ELIDED <br />(2) +4'S AT TOP OF STELA WALL <br />MR. 3/4' T&G PLYAD FL MTKG TYP. <br />R-30 FAL%D <br />BATE NSLR.. <br />I J om JOISTS TYR.. <br />HIM JOLT FROM WALL MN 1' CUR OR <br />PROAE 301 FELT BNIRER TO COLC. <br />CONTACT TIP. <br />CS HORQ. AT 16O.C. AND <br />CS AT 32' VIEW. AND MN 12. FROM <br />ATIDN EACH FOLNOCORNER TYR <br />6 MIL VB TIP. AT CRAWL SPACE <br />(2) 14-S CUNT, AT FFG TYP <br />4 SOUTH FT'G AND STEM WALL <br />3/4. _ 1.-0. <br />SECURE 11 W TO 11 STEM WALL PROPOSED NEW <br />OVER 30Ot1 FELT W/ i/4'0x 4' THEN NO SFR ADDITION <br />AND 3'x 3x 1/4' PLATE WASHER AT 32' O.C. SUB FLOOR <br />GREEN - PROVIDE PT 20 VEAE BU(G <br />AT STEM WALL AT 24' O.C. EXISTING SFR <br />TO REMAIN <br />NKNN NEW (MN) 3/4' T&G PLYAO <br />R SHFA78C WITH' EXISHNG RANK <br />N4 D'AG THIN DOW <br />BW AND POSE SUB FLOOR <br />FA SIDE - 3 i6d ail I I <br />BEAM AT I (I --1 <br />CRAWL. SPN,E VER9Y OR FILL CELL <br />SEE FOUND PLAN <br />W/ MITAT TBEN HD <br />I <br />INS- <br />BG OAP D fC GROWL SPACE <br />AT FACT POSTT. 1 n_-� i <br />W/ vs YP- - i E>25FC STEM WALL <br />R 4.4 POST <br />OR IE12 4x4 - I <br />iC4DLNL TO PLATE IXISTG FOOTING <br />COW. PT 2A PLATE <br />SECM <br />STRIP FFG <br />LEEDO TIDED SIB SOIL <br />KSVCRAWL SPACE BEAM AT EXIST'G STEM WALL <br />TILE OVER THIN SET AND LICTUR R-21 FACED BATE NSR- <br />BED AT WET AREA (PER R,W) W/ <br />TYR SITING OVER 151 FELT AND. <br />F% <br />ELASTO-DECK 55W EUSTgkPoC 1/2' GW'8 OrER &6 STUDS <br />1/2' CDX PLYWD SI.1 <br />POLYURETHANE WATERPROOFING OR AT 1r' O.C. W/ 216 SILL PLATE <br />EQUAL OVER 1/2' OBa$ (ORE <br />CONT. SAID N REM JIM <br />PROADE 2x BWG W/ 16d AT 4-O.C. <br />PROIWE 2. CHARTER N.K'C AT EDGES TYP. 1/2.0 AB W/ WASHER <br />AND PT 2x6 MUD SAL <br />2.6 111 AT B IC( DOWN TYP. N JOISTS <br />SITING STARTER COURSE W/ 1 5/6' <br />(YIN 3-166 AT 16' OG) SEE FORA PLAN <br />T FIASW'G CAERE MIT. P12.610 <br />OVER FELT AND SFEATH'C TYP. <br />R-30 FAD BATE <br />PT 2x6 THEM BOA <br />i WBUL. Ni JOISTS A <br />DEISM AND POST PER FOUR) RAIN <br />COAT. PT 2H <br />THEN ND AND 3 SQ. x 1f4 DB <br />fAN WASHER AT MN 32 O.C. <br />16'. B' OaW. FFG W/ (2) CUNT. <br />1a'S <br />AILING AT BUCK IN FLOOR n STEM WALL AT PORCH nBUCK IN FLOOR FOR SHOWER <br />3/4' = 1'-0- L 3/4' = V—V � \� 3/4' = f-0' <br />PRINCE 1/Y 7 FLASH AT PLYMD <br />WHEN WITHIN 8' OF SOIL <br />C (2) KS AT TOP <br />VARIES (WIN. 2 1/2° 4 2x6 = n <br />.( <br />or WALL <br />RADE <br />G- SLOPE AWAY FROM STRUCTURE <br />32' O.C. PERT <br />rAT <br />AT 16' O.0 NOLEZ. <br />COWL INTO EMST <br />4' <br />4 <br />WNEDE OCCURS <br />LTYR <br />6 MIL VBTYP. <br />J-- <br />DEAN W/ WASHED ROC( AND <br />(1) GONT. j4 AT FYG <br />4' <br />GEO-FABRIC <br />DOMEI. WN EX5T R'C <br />UND5IDRBED SUB GRATE <br />((TUN 41 WHERE DCCNS <br />EAST FT'G <br />AND STEM WALL <br />2018 DEC 3 <br />g� <br />M <br />