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�ENERAL STRUCTURAL NOTES <br />BUILDING CODE: <br />["O12 EDI'IvPd OF TNE iNTERUA?IC%Nti! EUILGNG CCCE �HALL BE USED n�dD <br />SUPPLEMEN�ED VJIiH (ASCE) 7-10. <br />BUILDING CODE REFERENCES: <br />ALL COCE REFERENCES h��EnFfE� SHALL rGRRESPGtiD i0 rHE FOL�OWIhG <br />EDITIONS, U.N.O-: <br />6�ATERIAL <br />CONCRFTE <br />REINFQRCING <br />STt E! <br />��'ELO�NG <br />UGHT GaGE SiEE� <br />CODE EDITION <br />6UIL�ING COCE REQUiREMENTS FOR STRUCTURAL <br />CONrRETE ,4!vp COM�!ENTARv, (ACI 3t8)-�1. <br />2004 ACI DETAILiNG MANUAL (ACI SP-66). <br />14TH EDiTICN GF (AISC) STEEL CONSTRUC71ON <br />MA�,UAL. <br />STRUCTURAL Yv'ELDI"dG CODE - STE=L, (AWS) <br />D1.1-04. <br />2U07 (AISI) NCRTH ;�MERiCpN SPECIFICAiION <br />fCR THE DES,GrJ u= COLD-FOR!�ED STEEL <br />SiRUCTURALUEMBERS. <br />lOADS: <br />4iSK CATEGGRY = II <br />DESIGN QATA: <br />ROGF DEA� LOP.D AT CAR?ORTS <br />DL ROOFING A;�D TRIM 1.08 P�f <br />DL FOR FURL:NS AND BEAMS SE�F W�IGNT <br />ROOF SNOW LOAD ?5 PSF <br />W�ND: <br />THE WIND LOPDS ARE GETERV�INED �N ACCORDANCE WITH ASCE 7-i0: <br />BASIC WIND SPEED V: it0 MFN <br />EXFOSURE CATEGORY: B <br />� RISK CA?EGORY: 11 <br />SEISMIC: <br />iNPORTANCE FACTCR I� = t.u" <br />�ATITUDE = 47.914; ION;ITUU� =-1i2�36 <br />Ss = 1.432, 51 =0.552, �EiS:U:C SiTE C�a55 =C <br />Sds = 0.954, Sd1 =0.578, S_IS!�71C DESiGN CA"�GORv = D <br />R1V = 1 25 INVERTED PENDULUM SY'STEM ORGINARY STEEL FRAME <br />CS = 0.763 <br />FOUNDATION: <br />STRUCTURAL STEEL: <br />STRUCTUR4L STEEL �"P.iERIALS, r:1BR�CA�IUN AND tRcCiICPJ SHALL CONFC%iN Tp <br />CURRENT AISC STEEL CO�JS?RUCi10N MP.NUAL IN ACCORDANCE TO IBC CNkPTER <br />22. PAiNT ALL STRUCiURAL STEEL �XPO�ED i0 WEATHER UNLESS NOTED <br />OTH�RN^SE ON DRAYJINGS. <br />1�1ATERIAL SPEC FICATIGN, UNLESS NOTFD UTNFRWISE: <br />STRUCTURAL SHAPE�: ASTM A992 GRADE 50 <br />BARS AND PLATES: ASTM A36 <br />STRUCTURAL TUBING/HSS: ASTM kJ00, GRADE B, FY = 46 KSI <br />BG�_T� ASiM A3d7 <br />�LAT; 9EVELED WASHERS: ASTM f436 <br />GIRECT-TENSION iNASHcRS: ASTM F959 <br />FILLER METAL E70XX ELECTROCES, ALL <br />WELOS SHALL BE SINGLE <br />PASS 3/i&" UNLESS NOTED <br />OTNERVIISE <br />COLD FCRA�ED SH,1NcS: ASiM A6�3, F'Y = 50 K51 <br />ROOF METAL GECK: ASTM A792, FY = 00 KS� <br />SCREW FASTENERS: <br />SELF DRILLING AND SELF-TAPPiNG SCREWS SNALL 5E ,u,12-74 TEK SCREwS OR <br />APPP,OVED EQUAI AND SHALL GORFORM TO AS7M A545 OR SAE.!78 <br />ROOFING: <br />1 3f8° PRC�FiLc x�6 GA RQOr DECK (V-LINE 32) OR EQUIVALENT WITH �12-i4 <br />TEK SCREWS Ai 9" O.C. UN�ESS NOTED QTHERWISE OR (4) SCREWS PER 32" <br />WIDE PANEL � EACH SUPFORT <br />ROOFING IS V-UNE 32 - 26 GA <br />GAU;E I WL S+ I+ S- I- <br />I (IBS/FT2 (i^d3/�ij (iN4�FT) (iPJ3jFT) {IN4/FT) <br />20 092 O.u880 O.Go26 C.G854 0.0638 <br />PURIINS: <br />ALL PURUNS ARE AST��f a553 CEE 10 X 3 1/a X 12 GAUGE UNLESS NUTED <br />OTH_��1SE, w1TH THF �OLLOWNG MINIMUM GROSS PRGPERTIES: <br />GAUGE DEPiH FLANGE L'P �:d IX Fy <br />���N) �,v) (�N) ���N3) (iNa) (Ksi) <br />i2 70.00 3.2� 1'�55 5.527 28.104 50 <br />AS � '.. ,'v ���a� �;�NG: �u83EC' ``F �RE ���h;V: � ��� �S ON �J: DA �-: : T'rFF: <br />0 0 0 <br />VARIES - SEE FL�v_ <br />� --4�-0" ------ vARIEs - SEE PLAN __ n'-Q" <br />TYPICAL SECTION <br />SCALE I�4" = 1'-0�� <br />GRIGINAL GROUND OR 95; COMPACT�D STRUCTURAL FILL <br />kL�GWABLE SCIL BEARiN� CAP.4CiTY (DL+�L): 2,uG0 PSF <br />(ASSUMED SGiL TY'FE CLAY, SANDY CLAY, SILTY CLA'f, CLAYEY SILT, SILT AND <br />SkNDY SILT FOR All CARFGRT AREAS) <br />CONTRACTOR SHALL L'ERIFY SOIL CGNGIiION PR:OR TO PROCEEDING WITH <br />CONSTRUCTION ��� �'�� <br />CONCRETE: <br />!1INiMUM 28-DAY STPENG�H 0� CONCF.ETE �NALL BE �50D ?�I. ��� <br />A�L CCNCRETE CONCTRUCTION SHALL COti�GRM Tp ACI. MAXIMUM WATER/CE!v'ENT ���� � �� �� <br />RATIO (W/C; SN,4LL BE 0.55. FROU�CE AiR ENTRA�N!�ENT (5% t 1%) IN CONCRETE <br />EXPOSED TO FREtZE-TrAW ACTIGN. <br />• <br />Y �S <br />� <br />� <br />� <br />RESERVE AT EVERETT <br />E'vERETT, iva,SF+iNGTON 9g22r <br />—.-:, �_ <br />GENERAL STRUCTURAL NOTES <br />AND TYPICAL SEC110N <br />TYP. TYP. <br />_ _ `�7 -- 03 <br />�Z� % 52.0 <br />t /a: � 2 - . % <br />-- ' � <br />-- �- <br />PURLIN PER ��AN <br />- TYPICAL <br />HSS COLUMN <br />PE,4 PLAN - TYFICAL <br />SO,O � <br />r�---- - ------� <br />� , .. <br />; � , <br />�------ --� <br />26 GA METAL L�ECK <br />v-Lir;E 32 OR F�UivA�Ev � <br />STEEI. BEA�4 PER PLAN <br />NATIVE SOIL ASPNALT <br />NO FiLL <br />i <br />�-y ;� =� `� ��\�r� � � ��� <br />`�� r <br />E� ` l� �,--, l � .� � i' <br />� �� <br />� i_ Nov 1 s 2oj� <br />�Il Y �� �V��C� i rt <br />��1`I��''f� �i�t'�l���� <br />CARPORTS OF WASHINGTON <br />P.o aox z�ag <br />BUCKLEY, wA 9R327 <br />(360) 89?-1220 <br />� <br />SITTS � HILL <br />ENGINEERS, INC. <br />CML • STRUCTIJRAL • SURVEYING <br />�15CFNTFR iTREET � TGCOM4 W4 9BW9 <br />PNONE ':SJ�1)191f9 � FiX:p9)iiadl9 <br />MfG �tiw.��t�s.F.i;Itn9ineen.coM <br />��,r,r�- os/i3/zoia <br />_ _._.. �_ <br />._�>Y. � -�� — S1.0 <br />�- .._---___ _ <br />.__ � <br />-° - - --� : �- •.: � <br />,�ic ,:��� <br />= a � - . 16,192 <br />