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GENERAL I. ALL CONSTRUCTION AND WORKMAN5HIP SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE (GBG). 2. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE ENGINEER. 3. CONTRACTOR MUST CHECK DIMENSIONS, FRAMING CONDITIONS, AND 51TE CONDITIONS BEFORE 5TARTIN6 WORK. ARCHITECT AND THE PO BOX 1664 EN6INEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES ANACORTES, WA 98221 OR POSSIBLE DEFICIENCIES. (714) 856-1105 4. CONDITIONS NOT 5PEGIFICALLY DETAILED SHALL BE CONSTRUCTED AS SPECIFIED IN TYPICAL DETAILS FOR THE RESPECTIVE MATERIALS. KATRINA RIDDLE 5. THE DRAWIN65 AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. I PROJECT MNGR ALL BRACING, TEMPORARY SUPPORTS, 5HORIN6, M. 15 THE SOLE LANCE BROWN RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB I ARCHITECT SITE BY THE ARCHITECT AND THE ENGINEER DO NOT INCLUDE INSPECTION OF C.ON5TRUGTION PROCEDURES. THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS AND FOR SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. b. DESIGN, MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN TH05E STAMP: DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL 15 OBTAINED FROM THE OWNER, ARCHITECT, THE ENGINEER, AND THE APPLICABLE QROFESS/O� GOVERNING CODE AUTHORITY. h�Q4° p, Cwe- , s 1. ALL CONDITIONS NOTED AS EXISTING ARE BASED ON THE BEST �, �y i INFORMATION CURRENTLY AVAILABLE AT THE TIME OF PREPARATION OF w No. 2705 m THESE DRAWINGS. THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS A BEFORE STARTING WORK. SHOULD CONDITIONS ARISE WHICH ARE DIFFERENT t NEER SHALL BE NOTIFIED IMMEDIATELYTAND ADDITIONALARCHDRAWINGS BASED CT AND THE IO ��9 s py ate! MORE ACCURATE INFORMATION WILL BE PREPARED. lF OF CP,01 DESIGN (�wRITERIA DATE SIGNED: 1/15/18 WIND ANALYSIS 5E15MIG INTERIOR COMPONENT - N/A RISK CATEGORY: II LOADIN6 SEISMIC IMPORTANCE FACTOR: 1.0 SOFFIT LOAD= 4.0 PSF 5s = 1.560 51=0.60 5d.=I.0405a=0.60 • SITE GLA55: D SEISMIC DESIGN CATEGORY: D LIGHT GAUGE STEEL FRAM I NG e _ 1. ALL STUDS, JOISTS AND TRACK DE516NATION5 ARE 5A5ED ON PRODUGT5 MANUFACTURED BY THE CURRENT MEM5ER5 OF THE 2X4 EA.51M OFSTEEL STUD MANUFACTURERS A550CIATION (55MA, ICG E5R-306417). MB ABOVE EACH (F) ROOF TRIP{ • 2x4 EA SIDE OF TRJJ56 w/ ALTERNATES MAY BE SUBMITTED WHICH EQUAL OR EXCEED THE TRU55 PIN � h� E EACH (E) ROOF 1RI15<' PROPERTIES OF THE SPECIFIED MEMBER WHEN APPROVED BY THE SUBMITTAL DATE ARGHITEGT. • 2. ALL JOISTS, RAFTERS, HORIZONTAL MEMBERS SHALL ALIGN PLANNING DEPT• DIRECTLY OVER BEARING STUD5 BELOW. BUILDING DEPT: - 3. ALL FRAMING SHALL BE GALVANIZED OR PAINTED CARBON SHEET ENGINEERING: - STEEL. TOUGH UP ALL WEL125 AND DAMAGED AREAS WITH SURVEY: •• •• •• APPROVED ZING-RIGH GALVANIZING TOUGH UP PAINT FOR • GALVANIZED PRODUCTS, PAINT FOR CARBON SHEET PRODUCTS. 4. ALL CONNECTIONS SHALL BE WITH SELF DRILLING SCREWS OR (3)0l0 x 115'WOOD (3) ►10 x 115' WOOD WELDING, 5GREW5 OR WELDING SHALL BE OF SUFFICIENT 51ZE TO REVISIONS SGRB"5 0 32'oc 5CRB*o 32' or. INSURE STRENGTH OF THE CONNECTION. WELDING SHALL BE IN ------`---- - --------------------- (P)WOODSTUDS - ACCORDANCE WITH (AWS) DI 3, STRUCTURAL WELDING CODE - No. Description Date TYp. CONT.(N)362512533 CONT 362512533 SHEET STEEL. WELDS SHALL BE OF THE SIZE SHOWN ON THE .. .. ------------- - .. .. ------------ . . .. .. COW.>NO5M5 • n!(21 X10 SM5 DETAILS. HOWEVER, IF DURING THE WELDING PROCESS THE STUD Epi 5TUD PARENT MATERIAL BE61N5 TO BURN THROUGH, THEN THE EFFECTIVE 01,o 3625125 33 4 oc.ST 66 BRACES o TYR(3) 010 5M5 THROAT OF THE WELD SHALL NOT EXCEED THE THICKNESS OF THE. o Ib oc 45. 10 SM5 EA OED. TYP. (Iy) 362512533 (3) X10 5M15 PARENT MATERIAL. IN NO CASE SHALL WELD5 BE LF-55 THAN 1/1611. (3)X10 SMS EA.END o Ib' oc 33 MIL TRACK W 5• PERIODIC INSPECTION BY THE SPECIAL INSPECTOR OF WELDS 15 (2) $10 x IV IOMD 56REYS EA.5TUD ACCEPTABLE PROVIDED THE MATERIALS, QUALIFICATIONS OF DINING AREA SOFFIT 5 DRINK AREA SOFFIT 2 WELDIN& PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO a THE START OF WORK. THE SPECIAL INSPECTOR SHALL VISUALLY 160115 18002 180115 INSPECT WORK IN PRO&RE55 AND ALL WELD5 SHALL BE INSPECTED AT COMPLETION OF WORK. 6. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH MANUFAG7URER'5 SPECIFICATIONS. 'I. PROVIDE 2 ROWS OF BRID61N& BETWEEN WALL STUD5 UP TO 10'-0" J TALL AND AT MAXIMUM 5PACIN6 OF 3'-4" ABOVE 10'-0" TALL. W 5. 55MA PRODUCT INDENTIFICATION CODE ARE DEFINED AS FOLLOWS: Cl0 W DDD 5 WW-TTT (EX: 6005162-54 = b"xl 5/8" STUD, 54 MIL5) 0 DDD = MEMBER DEPTH 350 = 3 1/2" W 362 = 3 5/8" 400 = 4" Cm 7 550 = 51/2" Z ROOF TRlY55 600 = b" 800 - 8" (E) WOOD STUDS TYP.(NU 362512.5.33 1000 = 10" (A �o Ib'a 1200 = 12" -j � S = STYLE 5 = STUD OR JOIST H T = TRACK WO N WWW = MEM13E-R WIDTH 125 = 1 1/4" D Lu a 137 = 1 3/8" _ (N) 362x12533 W 162 15/8" a z x10 x IIS' WOOD 5CREM5 EA.STUD 25000 - 2"I/2" W z N8 3 DRINK AREA 5OFFIT v +8002 : (REFERENCE GAUGE) F— 4 uA +m++s TTT = MATERIAL THICKNEE75 (MILS) IS (25 &A) Z O ~ AND GRADE 21 (22 GA) W z N 2x4 FLAT o 48'oc 30 (20 &A DRYWALL &R-ADE) w cg r4/16d TO EA. 2x4 DBLS 33 (20 6A STRUCTURAL GRADE) W ce ROOF TR1155 54 (I6 &A) 50 K51 STEEL � 68 (14 6A) 50 K51 STEEL ry a TYR(2)#10 x ISS' 5. SPLICES FOR TOP TRACK5 OF ALL STUD WALL5 SHALL BE FASTENED WOOD 5GR G PER THE DETAILS. q. STRUCTURAL MEMBERS SHALL NOT BE GUT FOR PIPES, ETC. UNLE55 DATE: •' Ul I I SPECIFICALLY DETAILED. NOTCHING OF STUD5 ARE STRICTLY •. PROHIBITED. SCALE: TYR(N)3625125-33T `~ (1) GOVT. DBL 4 BOLTED CONT.w/ T06ET _ (2J X10 5M5 EA STUD SIMILAR TO 2 JOB CAPTAIN: TYP. (N)362512533 .; ------ APPLIES TO ® I6' oc 6 3 TRU55E5 (3) SIO 5M5 EA @!D IN THE AREA OF SOFFIT DOSE JOB NUMBER: , N 362512538 BRACES 0 48' oc STA66. ASSOCIATES,INC. W SHEET: (3)#10 5M5 EA END STRUCTURAL ENGINEERS naa west x6ulln wve. �- slave 107 SOFFIT 17149 7114' 18602 ,e0t,s www.dBlecLnstiee.com