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0 <br />� <br />( <br />o ` <br />w _ � <br />m <br />� <br />J - <br />O <br />N A <br />�, I� f��4) <br />G° <br />�u � <br />` a <br />2'- J" ° <br />NOTES: <br />1. AJPNALT <br />Z. NATIVE SOIL, OR <br />STRUCTURAL FILL <br />3. STEEL COLUMN PER PLAN <br />4 COtiCRETE FOOTING <br />NOTES: <br />A PROVIGE MINIMUM 2'-6" <br />DIANEiER BEARIC�G AREA <br />AT BASE <br />���� <br />� — e ae +� <br />� <br />2'-6" D!A. AT EASE <br />TYPICAL COLUMN FOOTING <br />O� SCALF_: N T � <br />(2} <br />N <br />� <br />� <br />z ijz„ � ��G„ <br />� <br />RV OGF GECK OVERHANG PER FLAiJ <br />� <br />� � <br />� � <br />N <br />� <br />— in <br />� <br />� <br />(4) <br />NOTES: <br />i_ q12-14 TEK SCREV�S PER <br />DETAfL 4 <br />2. DECKING PER PLAN <br />3. STEEL BEAM PER PL.4N <br />-. PURLN PER PLAP� <br />5. 5'x8 1/2"x1/4" A36 STEEL <br />PLATE <br />o. (4) 9%76" z 11�16„ <br />SLOTTED HOLES WITN 1�?� <br />DIAMF..TFR ROLTS <br />7. (4} 1 j2" DiAMEiEP BOLTS <br />(3) <br />PLATE TO �hi8 <br />3/to , <br />r� BEAM TO PURLIN CONNECTIDN <br />OG SC�LE: N.i.S. <br />' VARIES -_SEE PLAN <br />8'-0", MAX. 17'-p" TYPICAL �PACWG AT INTERIOR BAY, U.N Q A�-6", MAX. <br />, �— —� <br />25 G4 METAL DECK <br />�Y�� V-LINE 32 OR <br />�2 EQUIVALEPIT <br />�/ SZ 0 <br />,/ <br />a <br />� TYP. <br />� Gi �S5 COLUMN NATI��E i01� <br />-� 52.0 PER PLAN - NO FIIL <br />T'iPICAI. <br />_ ; � _ _ . ,__ <br />� � � <br />� � <br />�� � <br />� TYPICAL ELEVATION <br />!1 � °CA,_� � j,�., _ �, n., <br />rA.SPHALT <br />� <br />, <br />, Y_J. C',`; _ka �. :G[���F(.i Cc �_��icli,"�z: �=�F�+�.D+d , J,�'E: '=Y��: <br />;� .- <br />NOTES: <br />1. 3�8"z4"x24" STEEL ��P <br />PLAiE WIiH (4) 5/8" <br />DIAMETER 60LT5 WITH <br />PJUTS �+FJp 'rVASHERS <br />3/16 <br />�g)�3��� �(2) � PLATE EACH�SCE OR <br />` ��16 `(s) co�u�r� <br />(g) / � 3. (4) STANDARD DIAMETER <br />� HOLES <br />�'� /°I ` 4. MEiAL DECKING PER PLA�"J <br />1 1/2" I I �'_g'• II 7 1/2" N <br />�ki �k�r .�-' j. $iEEL 3EAM PER FLP,N <br />SECTION A-A N 6. HSS COLUMN PER PLAN <br />7. 3/i6"z2'x4" �H!vi P�ATF <br />4 8. 1/4" x4° x6 1/4" TALL <br />� � SiEEL PLATE - <br />��5� � CENTEREO ON PO�T <br />' �—� 9. 1/4" STEEL PLATE TO <br />-� _ !7t � rni i u�n! <br />��, <br />� BEAM TO C�LUMN CONNECTION <br />VJ ;�;:lE: PJ.T.S. <br />NOTES: <br />1. SEE STRUCTURAL NOTES ON SHE=T 51.0 <br />2. VERIFY ALL DIMENSIONS PRIOR i0 3�_� ��,, <br />PROCEEDING WITH CONSTRUCTION <br />3. FGR 2-STALL 18'-0" CGNFIGURATIO� <br />PROVIDE (1) INTERIOR 8AY WITH (0) I <br />CANIILEVERS - SEE 53.0 FOR ADDITIONAL <br />INFGRMATION <br />4. FOR 6-STALL 18'-0" CONFIGUR�TION <br />PROVIDE (2) INTERIOR BAYS - 5EE 54.0 <br />FCR ADDITIONAL INFOP.h�A�ICN <br />5. FOR 10-STALL 18'-0" C6NFIGURATION — <br />PROVIDE (4) INTERIOR BAYS - SEE 55.0 4'-1 <br />FOR ADDITIONAL It�FOR�d,4710N <br />6. FOR 4-STALL 16'-6" CONFIGURATION <br />PROVIDE (1) INTER�OR 2AY - SEE 56.0 FpR ' <br />ADDITIONAL INfOF.MATION <br />7 FOR 8-STALL ib�-6�� CONFIGURAT10� <br />NOTES: <br />1. METl�L DECK. PER PLAN <br />AND GSN <br />2. '�12-14 TEK SCREV�S <br />AT 9" O.C. MAX. - <br />PROVIDE (4) SCREtiS <br />°ER PANEL �11NIMUM <br />� _ 2'-8�� <br />M_._..----- -- <br />'� I_ I �(1} �2� � <br />—'\ fi.._\� ` fi_�" \__ �'� /....._\ J' ,'. j 1_`� <br />fJ <br />� ROOF SCREW PATfERN <br />V� SCALE: N.TS. <br />8' - 5 1 /Z" <br />�' -1 1/4" <br />1�-9�� <br />� <br />♦ <br />A � <br />����� lb�-o�� CGNfIGURA�ION <br />�• ,, , ;�.. <br />aRo��oE �3� �NTER�oR BnYs - sEE s� � RAFfER LAYOUT <br />FOR ADDITIONAL INFORMATION O5 <br />SCaLE: r�.7.S. <br />8 FOR 10-STALL 16�-6" C6NFIGURATI�N <br />PROViDE (4) WTERIOR BAYS - SEE S3_0 �` <br />FOP. P.DGITIONAL IN�OR4IAT:C`J <br />RESERVE AT EVERETT <br />9. BAY DIMENSIONS RRE tdAXIMUMS - I i I$ Ev�RETT, h'ASFi:NCTGN 9d2�5 <br />STRUCTURALLY ACCEPTABLE 70 U5� -,_--._ <br />SMALLER �JIMEN530N5 <br />TYPICAL DEl"AILS <br />AND ELEVATION <br />18'-0" C�rvFh�U�ATIGti <br />CARPORTS OF WASHINGTON <br />P.O. EOX 2�89 <br />EUCK�E'f, wA g8321 <br />(3ao) sa�-�zoo <br />�2) <br />NOTES: <br />l. (4) STANDARD CIA!�ETER HOL�S <br />2 STEEL BEAtd PER PLP.N <br />� a.�., a <br />SITTS � HILL <br />ENGINEERS, INC. <br />CMl • STRUCTURAL • SURVEYING <br />6815CCNTFfl SiREET 1 iAC�I.if� WA 9&109 <br />PHCNE: /25]l �>��9 I fA%- �il�]tOtA <br />hrtp.IMvw.ittishilt�n0irve��.com/ <br />