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AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE: <br /> CITY REVIEW COMMENTS A 1-11-2019 <br /> NOTES: 2 1/2" 1 1/4" NOTES: <br /> NOTES: <br /> 1. ASPHALT 1. #12-14 TEK SCREWS PER <br /> III (5) DETAIL 4 1. 3/8"x4"x24" STEEL CAP <br /> 2. STRUCTURAL FILL � I®III 2. DECKING PER PLAN PLATE DA ETERWITBO(4) 5/8" <br /> LTS WITH <br /> 3. STEEL COLUMN PER PLAN Da I�I�_, 3. STEEL BEAM PER PLAN 3/16r NUTS AND WASHERS <br /> "T 4. CONCRETE FOOTING (6) 4. PURLIN PER PLAN (9) 3/16 (1) 2. 1/4"x6"x9" STIFFENER <br /> 3/16 (2) PLATE EACH SIDE OF <br /> 5. 5"x8 1/2"x1/4" A36 STEEL (3) COLUMN <br /> PLATE (8) M 3. (4) STANDARD DIAMETER <br /> (3) <br /> ` <br /> HOLES <br /> 3/16 , 6. (4) 9/16" x 11/16" Z <br /> SLOTTED HOLES WITH 1/2" I 4. METAL DECKING PER PLAN <br /> IX <br /> DIAMETER BOLTS 1 1/2" I 9" �� 1 1/2^ 5. STEEL BEAM PER PLAN <br /> 1 <br /> 7. (4) 1/2" DIAMETER BOLTS <br /> r(1) JI r(4) SECTION A-A 6. HSS COLUMN PER PLAN <br /> 7. 3/16"x2"x4" SHIM PLATE NOTES: <br /> o e 8. 1/4" x4" x6 1/4" TALL 1. METAL DECK PER PLAN <br /> e. (4) STEEL PLATE - AND GSN <br /> W s (1) (2) (5) CENTERED ON POST <br /> ROOF DECK OVERHANG PER PLAN <br /> yAi9mem 2. #12-14 TEK SCREWS <br /> (3) 9. 1/4" STEEL PLATE TO AT 9" O.C. MAX. - <br /> (2) COLUMN PROVIDE 4) SCREWS <br /> ® a ( r 1111111111.1111 PER PANEL MINIMUM <br /> \ 'co <br /> A a, co (8) 9" "4111 3/16, , i <br /> A (2) A 3/16, TYP. 9/16� (1) (2) <br /> 7 <br /> 2-4 3/16 PLATE TO W8 <br /> (4) (6) <br /> r <br /> 01 TYPICAL COLUMN FOOTING 02 BEAM TO PURLIN CONNECTION 03 BEAM TO COLUMN CONNECTION AA ROOF SCREW PATTERN <br /> SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. <br /> f <br /> NOTES: <br /> 1. SEE STRUCTURAL NOTES ON <br /> SHEET S1.0 <br /> QO O O 2. VERIFY ALL DIMENSIONS PRIOR <br /> TO PROCEEDING WITH 9'-11 1/2" <br /> VARIES - SEE PLAN CONSTRUCTION r <br /> 9'-0" MAX. SPACING AT INTERIOR BAYS PER PLANS ' 9'-0" MAX. x , 4-1 1/4" 1-9" <br /> 1 i i 3. BAY DIMENSIONS ARE / <br /> TYP.XI <br /> 26 GA METAL DECK MAXIMUMS IT IS • <br /> V-LINE 32 OR STRUCTURALLY ACCEPTABLE ® a <br /> E EQUIVALENT TO USE SMALLER DIMENSIONS <br /> 4. SEE SHEET S3.0 FOR 4 STALL <br /> Mii= III=i1MMENINIIMMEMMIIMMENINNI CONFIGURATION W8 BEAM PER PLAN - <br /> SEE DETAIL 03 FOR BOLT J. ?'I.(�.�' <br /> Q PURLIN PER PLAN 5. SEE SHEET S4.0 FOR 6 STALL LOCATIONS y� og WASg `1 <br /> Li <br /> CONFIGURATION a 05 W8 RAFTER LAYOUT 4� r�,a <br /> SCALE: N.T.S. FQ 4110, '6 '14 <br /> 01 HSS COLUMN �/ - <br /> S2.0 PER PLAN -NATIVE SOIL OR [ASPHALT i ,�7 <br /> o N TYPICALCITY OF EVERETT / <br /> ,-- STRUCTURAL FILL <br /> _ REVIEWED FOR PERMIT ' ��o 47. 9 9 w4 <br /> { �',�� STssi" <br /> # SIGNAL E <br /> U $ 01/11/19 <br /> i. .. ,. .. .. .., PROJECT PREPARED FOR- - _ - PREPARED BY AIM APPROVALS SHEET NO.MININNIMI <br /> SETTS HILL DESIGNED MLS <br /> NOVA NORTH APARTMENTS M sFS2.0 <br /> TYPICAL ELEVATION EVERETT, WASHINGTON 98204 CARPORTS OF WASHINGTON ENGINEERS, INC. DRaM <br /> A P.O. BOX 2389 CHECKED CJTPROJECT NO. <br /> SCALE: N.T.S SHEET TITLE BUCKLEY, WA 98321 DATE a- CIVIL • STRUCTURAL • SURVEYING <br /> j 4915 CENTER STREET 1 TACOMA,WA.92409 8/06/2018 <br /> - o TYPICAL DETAILS (360) 897-1200 PHONE: > �."e X=1 T4.153 SALE AS NOTED7T944 <br /> AND ELEVATION <br />