415 100TH ST SW 2022-05-02 - Laserfiche WebLink

8/27/2019 os�, (E) LOW ROOF 0 of wnsr , o ti ,:- 67 ‘.-r-if44 --f Kc lb467iv �; — pv cif (E) FOOTING ,R (E) FOOTING (E) SLAB-ON-GRADE o i DECK BELOW w (E) FOOTING REPLACE (E) — — — — — — — HEADER i (E) HDR (N) 6x8 DF#1 r 7 eN 2/52 3RD FLOOR LOWER ROOF FRAMING PLAN Yz"=1'-0" 3 DECK FOUNDATION PLAN Yz"=1'-o" 1 STRUCTURAL NOTES 1 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE. F_a _____ 1 (E) 4 0 ��- e=y . 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO THE START OF CONSTRUCTION. � i,_y 3. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURAL COMPONENTS OF THE NEW AND EXISTING STRUCTURE Z UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 3/S2co 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR FOG - PROCEDURES REQUIRED TO PERFORM HIS WORK. o 0 5. CONTRACTOR SHALL CHECK FOR ROT OR DAMAGED WOOD. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE co REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. N ¢ o N DESIGN LOADS " I '( DECK FLOOR LL 60 PSF ROOF LL (SNOW) 25 PSF Z o0 DECK FLOOR DL 15 PSF ROOF DL 15 PSF CARPENTRY FRAMING - 6X, 8X DOUG-FIR #1, Fb = 1200 PSI FRAMING - 2X, 4X HEM-FIR #2, Fb = 850 PSI FRAMING HARDWARE DESIGNATIONS ARE SIMPSON STRONG-TIE. USE FULL AMOUNT OF FASTENERS SPECIFIED BY MFR. HARDWARE IN I (0 HDR (E) HDR (E) HDR CONTACT WITH PESERVATTVE TREATED WOOD SHALL BE Z-MAX OR HOT-DIPPED GALVANIZED. I FRAMING NAILING SHALL CONFORM TO TABLE 2304.10.1 OF THE 2015 IBC UNO. HEADERS SHALL BEAR ON (2) 2X TRIM STUDS. _f�, STRUCTURAL NOTES 4 2ND FLOOR DECK FRAMING PLAN Yz"=1'-O" 2 STRUCTURAL NOTES AND PLANS 19-015 7/31/19 FP NO. DATE DECK REMODEL FOR BLONDE FOX LLC AS SHOWN ASRADE MENGSTU PE SCALE ENGINEER 415 100th Street SW, Everett WA 98204 A PERMIT REVISIONS 8/27/2019 Si PROJECT SHEET NO.