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AS REV. ON DRAWING: SUBJECT OF REVISION: REVISION #: DATE: TYPE: <br /> CONFIGURATION CHANGE 2 10/10/2023 <br /> NOTES: 21/2" 11/4" NOTES: <br /> 1. #12-14 TER SCREWS PER NOTES: NOTES: <br /> 1. ASPHALT 1. METAL DECK PER PLAN <br /> (5) DETAIL 4 1. 3/8"x4"x24" STEEL CAP AND GSN <br /> 2. STRUCTURAL FILL m PLATE WITH (4) 5/8" <br /> 2, DECKING PER PLAN DIAMETER BOLTS WITH <br /> 2. #12-14 TER SCREWS <br /> 3. STEEL COLUMN PER PLAN co NUTS AND WASHERS AT 9" O.C. MAX. - <br /> ® 3. STEEL BEAM PER PLAN 3/16 PROVIDE (4) SCREWS <br /> 4. CONCRETE FOOTING 3/16 (1) 2. 1/4"6%9" STIFFENER PER PANEL MINIMUM <br /> (3) (6)\ 4. PURLIN PER PLAN (9) 3/16 (2) PLATE EACH SIDE OF <br /> (3) COLUMN <br /> 5. 5"x8 1/2"x1/4" A36 STEEL 2 Do PLATE (8) 3. (4) STANDARD DIAMETER 2-8 <br /> 3/16 6. (4) 9/16" x 11/16" ® ill HOLES 9/16" (1) <br /> (2) <br /> (1) (4) SLOTTED HOLES WITH 1/2" ® ® 4. METAL DECKING PER PLAN <br /> DIAMETER BOLTS - AT SPLICE LOCATIONS 1 1/2" 1'-9" 1 1/2" N <br /> ATTACH EACH MEMBER TO PLATE WITH (2) 5. STEEL BEAM PER PLAN <br /> BOLTS. DO NOT SPLICE AT CANTILEVER N <br /> o ° d 6. HISS COLUMN PER PLAN <br /> m ,//A// ° A//A//A/ 7. (4) 1/2" DIAMETER BOLTS SECTION A-A <br /> ��\�/� ° VAS/�A�A� 8. EXTRA PURLIN PER PLANS - ATTACH DECKIN 7. 3/16"x2"x4" SHIM PLATE p��F SCREW PATTERN <br /> \ a \\j\j\ TO EACH PURLIN AND ATTACH PURLINS 0 fl �7 fl H fl <br /> N 8. 1/4" x4" x6 1/4" TALL `+ <br /> V�VA� a VA�VA� (2) TOGETHER WITH (2) #12 SCREWS AT 24" O.C. (4) STEEL PLATE - <br /> V/V/ ° V� V (5) CENTERED ON POST NOTES: <br /> AAA/AAA/A� ROOF DECK OVERHANG PER PLAN 1 (2) 1. 9'-11 1/2" TYP., 8'-11 <br /> (3) 9. 1/4" STEEL PLATE COLUMN 1/2" AT 13'-6" <br /> \�� CARPORTS. <br /> a° ° ° ° AA//\/AA 2. 4'-1 1/4" TYP., 3'-7 <br /> (5) (1) 3, 6„ <br /> CARPORTS.(8) (1) <br /> 9„ 3/16 TYP. <br /> A (2) A 3/16 <br /> PLATE TO W8 <br /> (8) (4) '-(6) <br /> TYPICAL COLUMN FOOTING BEAM TO PURLIN CONNECTION BEAM TO COLUMN CONNECTION BEAM PER PLAN - <br /> V I 02 03 SEE DETAIL 03 FOR BOLT <br /> SCALE: N.T.S. � SCALE: N.T.S. SCALE: N.T.S. LOCATIONS <br /> 2 T 0"!W8 TER LAYOUTQ <br /> 1. SEE STRUCTURAL NOTES ON (5) <br /> SHEET 51.0 (1) (2) (3) <br /> O O O 11/2" (4) NOTES: <br /> D 1. ASPHALT OR CONCRETE AS OCCURS 2 <br /> 2. VERIFY ALL DIMENSIONS PRIOR <br /> TO PROCEEDING WITH <br /> VARIES - SEE PLAN I CONSTRUCTION a ° 2. SUBGRADE PER GSN <br /> 9'-0" MAX. 18'-0" MAX. 9'-0" MAX. o <br /> 3. BAY DIMENSIONS ARE <br /> w //////// / a //////// 3. STEEL COLUMN PER PLAN <br /> MAXIMUMS - IT IS M� <br /> 26 GA METAL DECK X/�/// <br /> STRUCTURALLY ACCEPTABLE //�/ 4. CONCRETE FOOTING <br /> 02 V-LINE 32 OR TO USE SMALLER DIMENSIONS N �' � \ \ \ \ \ \ � <br /> 52.0 EQUIVALENT /� � � �//� <br /> TYP. 4. SEE SHEET S3.0 FOR 4-STALL \��\��\�/ a a a \�/\\/� 5. PROVIDE (5) #5 BARS E.W. TOP AND BOTTOM J. <br /> CONFIGURATION / / / / \� \� SIDE OFPTHEEC0ILUMNR EACH WAYN 1 TYPICAL. <br /> �F WA II/ <br /> 5. SEE SHEET S4.0 FOR 7-STALL Of <br /> PURLIN PER PLAN CONFIGURATION. <br /> w TY -HSS COLUMN //. //�//��/. /.�//.�//�//�//.��/.�// <br /> u 01 PER PLAN - 3" CLEAR o z <br /> 6. SEE SHEET 55.0 FOR 8-STALL <br /> N 06 S2.0 NATIVE SOIL OR ASPHALT <br /> TYPICAL CONFIGURATION. m o <br /> STRUCTURAL FILL 4'-9 <br /> ALT. S2.0 7. SEE SHEET S6.0 FOR o 41 l9 C� <br /> 11-STALL CONFIGURATION. o ��S STER �L <br /> ALTERNATE COLUMN FOOTING SIGNAL E� <br /> SCALE: N.T.S. 11/04/22 <br /> X) <br /> PROJECT PREPARED FOR PREPARED BY APPROVALS =.1EET NUJ. <br /> EMERALD COURT <br /> F oMA <br /> CARPORTS CARPORTS OF WASHINGTON h DRAM 0MA S2.0 <br /> TYPICAL ELEVATION EVERETT, WA 98204 S�ttS&1 1I II DRAWR <br /> H SHEET TIT E P.O. BOX 2389 C, CHECKED ��T RJJECI- <br /> SCALE: 1/8" = 1'-0" TYPICAL DETAILS AND BUCKLEY, WASHINGTON 98321 CIVIL I STRUCTURAL I SURVEY DATE 11/01/2022 <br /> i <br /> ELEVATION 4815 CENTER STREET I TACOMA,WA.98499 AS NOTED 1{')�3 <br /> PHONE:(253)4T4-94 9 I FAX:(253)4744153 SCALE <br /> hlip:l/..,ilishill.coml <br /> O <br />