Laserfiche WebLink
CL DOCK, BUILDING LEGEND: <br /> AND TRENCH <br /> CL DOCK, BUILDING STRUCTURAL SHEAR WALL SHEATHING, <br /> SEE GENERAL NOTES AND DETAILS ON <br /> AND TRENCH 20'_p' <br /> SB3.2 <br /> NOTES <br /> OTES <br /> 3'-0" 1. SEE SB3.2 FOR SHEAR WALL DETAILS. <br /> 0-0 2. REFER TO ARCHITECTURAL DRAWINGS FOR WALL DIMENSIONS. <br /> 7'-2„ 3. REFER TO ARCHITECTURAL DRAWINGS FOR OPENING AND <br /> O O DOOR DETAILS. <br /> I <br /> EDGE OF DOCK <br /> I <br /> ADD'L (3) #5 IN UTILITY TRENCH, SEE S <br /> CURB, SEE SECTION DRAWINGS FOR COVER DETAILS <br /> I I I O UTILITY TRENCH <br /> FLOAT GUIDE PILE H <br /> SEE S DRAWINGS SB2.1 SB3.1 <br /> FLOAT GUIDE PILE 5� FOR DETAILS <br /> SEE S DRAWINGS O\PQO EDGE OF DOCK <br /> FOR DETAILS <br /> STUD WALL W/ (1) 2x6 I <br /> SPACED AT 24" MAX, TYP <br /> ADD'L (1) #5 IN CURB <br /> Q L" L SB2.1 SB3A N <br /> QP <br /> H <br /> NI S62.1 SB3.1 <br /> of ADD'L (1) #5 IN CURB <br /> w ADD'L (1) #5 IN CURB <br /> G <br /> STUD WALL W/ (1) 2x6 S1321S133.1 <br /> SPACED AT 24" MAX, TYP Ci I TYP <br /> SB2.1 SB3.1 zi, <br /> c STUD WALL W/ (1) 2x6 <br /> w SPACED AT 24" MAX, TYP <br /> ADD'L (1) #5 IN CURB <br /> �ig: <br /> T O <br /> o � <br /> in o <br /> N ATTENDANT BUILDING FLOAT GUIDE PILE <br /> o SEE S DRAWINGS <br /> STRUCTURAL FLOOR PLAN N FOR DETAILS <br /> SCALE: 1/4" = 1'-0" <br /> L 1 VENDING SHELTER N <br /> 1 STRUCTURAL FLOOR PLAN <br /> SCALE: 1/4" = 1'-0" <br /> IF SHEET IS LESS THAN 22x34 E <br /> REDUCE SCALE ACCORDINGLY <br /> c�w PROJECT ENGINEER: SCALE: <br /> o�� � DWG. N0. SB2.1 E. N. WATSON AS SHOWN PORT OF EVERETT w <br /> N 5G p4* �l DESIGNED BY: DATE: <br /> Port of ��°`° r� N. PALLADINO 04/11/2023 CENTRAL MARINA FUEL DOCK CIP NO. <br /> 1TffEVERETT 2-0-073-01 5 <br /> `o DRAWN BY: CHECKED BY: <br /> ¢� P.O. BOX 538 16015th Avenue,Suite 1300 ® 04�11�2023 SS ISSUED FOR PERMIT REVIEW � 7 �"\�9 T. LEMONS N. WATSON NOOOJECTMR—GM-2023-01 Li <br /> Seattle,Washington98101 ti APPROVED BY STRUCTURAL FLOOR PLANS w <br /> EVERETT, WA 98206 <br /> o i (425) 259-3164 (206)382-0600 Fax(206)382-0500 ��P' <br /> a PROJECT NO.1600120 NO. I DATE I By I REVISION NO. I DATE I By I REVISION SHEET NO. 46 OF a <br />