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AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE: <br /> CITY REVIEW COMMENTS A 02/05/2019 <br /> NOTES: 2 1/2" 1 1/4" NOTES: <br /> 1. #12-14 TEK SCREWS PER NOTES: <br /> 1. ASPHALT �� (5) DETAIL 4 1. 3/8"x4"x24" STEEL CAP <br /> r- <br /> N 2. DECKING PER PLAN PLATE WITH (4) 5/8" <br /> 2. STRUCTURAL FILL <br /> - : <br /> DIAMETER BOLTS WITH <br /> 3. STEEL COLUMN PER PLAN co I 3. STEEL BEAM PER PLAN 3/16 NUTS AND WASHERS <br /> 4. CONCRETE FOOTING (6) <br /> 4. PURLIN PER PLAN 3/16 (1) 2. 1/4"x6"x9" STIFFENER <br /> /� v (9) 3/16 (2) PLATE EACH SIDE OF <br /> 5. 5"x8 1/2"x1/4" A36 STEEL (3) COLUMN <br /> PLATE (8) D 3. (4) STANDARD DIAMETER <br /> (3) <br /> HOLES <br /> 3/16 r 6. (4) 9/16" x 11/16" �►" ]•�. <br /> SLOTTED HOLES WITH 1/2" II <br /> 4. METAL DECKING PER PLAN <br /> DIAMETER BOLTS 1 1/2" I I 1'-9" I I 1 1/2" N, <br /> Xx XX 5. STEEL BEAM PER PLAN <br /> 7. (4) 1/2" DIAMETER BOLTS N <br /> r(1) I -(4) SECTION A-A 6. HSS COLUMN PER PLAN <br /> JI 7. 3/16"x2"x4" SHIM PLATE NOTES: <br /> 0 8. 1/4" x4" x6 1/4" TALL 1. METAL DECK PER PLAN <br /> m ®. (4) STEEL PLATE - AND GSN <br /> (1) (2) (5) CENTERED ON POST <br /> o - I ROOF DECK OVERHANG PER PLAN �� 2. #12-14 TEK SCREWS <br /> N <br /> ° (3) --------- 9. 1/4" STEEL PLATE TO T 9" O.C. MAX. - <br /> ® * .. .__L a (2) COLUMN PROVIDE (4) SCREWS <br /> ° I Jr iw■�■�ir PER PANEL MINIMUM <br /> d ° 441 <br /> N '� �� <br /> A °° (8) �� 3/16 <br /> 3/16r TYP•:-':'2,s'',:." IP"'"--.ilk. 1 4 9/16" (1) (2) <br /> (7) <br /> \ PLATE TO W8 <br /> 2�4 - 3/16 r <br /> (4) (6) <br /> 01 TYPICAL COLUMN FOOTING 02 BEAM TO PURLIN CONNECTION 03 BEAM TO COLUMN CONNECTION 04 ROOF SCREW PATTERN <br /> SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. <br /> NOTES: <br /> 1. SEE STRUCTURAL NOTES ON <br /> SHEET S1.0 <br /> OO O Q 2. VERIFY ALL DIMENSIONS PRIOR <br /> TO PROCEEDING WITH i 9'-11 1/2" <br /> VARIES - SEE PLAN CONSTRUCTION / / <br /> 9'-0" MAX. SPACING AT INTERIOR BAYS PER PLANS I 9'-0" MAX'P-, <br /> i 3. BAY DIMENSIONS ARE <br /> N TYP. 26 GA METAL DECK MAXIMUMS - IT IS <br /> STRUCTURALLY ACCEPTABLE s a <br /> m V LINE 32 OR TO USE SMALLER DIMENSIONS <br /> 5 ®i EQUIVALENT <br /> 4. SEE SHEET S3.0 FOR 10 STALL <br /> 11 -�� CONFIGURATION © ER PLAN - <br /> SEE W8 BDE AIEAM L 03 FOR BOLT �� J, ?TI <br /> LOCATIONS <br /> 414 <br /> c8 w PURLIN PER PLAN 05 W8 RAFTER LAYOUT ��pF WASkI� � <br /> TYP. SCALE: N.T.S. AY ao <br /> 73 <br /> 01 HSS COLUMN NNW <br /> 32.0 PER PLAN - y <br /> TYPICAL -NATIVE SOIL OR ASPHALT , / �`+✓ <br /> 3 STRUCTURAL FILL <br /> CITY OF EVERETT <br /> 47. 9 <br /> ( 1 REVIEWED FOR PERMIT ��-A +{' STEO �� <br /> 61 <br /> 1 a @ �S&ZONAL t-i' <br /> f <br /> J <br /> N ,,..;,,:,:,,,,.w,,:,-:,,‘,.,:,,::,:,,, ,(‘,;;;i:,,,,,,,.) :: :: , 01/11/19 <br /> .. ., / _ v. >,. .. PROJECT - - PREPARED FOR PREPARED BY APPROVALS SHEET NO.ti <br /> [VEREU. WASHINGTON <br /> OVA NORTH APARTMENTS SITTS & HILL DESiDNED M`s 32.0 <br /> r- aTYPICAL ELEVATION 98204 CARPORTS OF WASHINGTON ENGINEERS, INC. DRAWN Mis --- <br /> ASHEET IITi-E _ P.O. BOX 2389 CHECKED CJT PROJECT NO. <br /> SCALE: N.T.S CML • STRUCTURAL • SURVEYING <br /> 8/06/2018 <br /> BUCKLEY, WA 98321 4B75CENTER STREET I TACOMA WA.98409 DAA <br /> TYPICAL DETAILS (360) 897-1200 S ( <br /> NE. „) eF 740+53 SCA�E AS NOTED 17,944 <br /> r AND ELEVATION <br />