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KEY NOTESPLAN LEGEND(R) 2X6 BEARING WALLS(E) 2X6 BEARING WALLSNON BEARING WALLS(E) BEAM, OR (E) HDR BLWCONNECT JOIST HANGERS USING FASTENER DIAMETER, LENGTH, & QUANTITY PER LATEST SIMPSON STRONG-TIE CATALOG.(R) BEAM, OR (R) HDR BLW(R) PREFABRICATED TRUSSES @ 30" OC. SEE TRUSS NOTES ON SHEET S0.1 FOR FABRICATION REQUIREMENTS. TRUSS MFR TO PROVIDE 2 SETS OF STAMPED AND SIGNED TRUSS CALCULATIONS FOR PLAN REVIEW. (N) 19/32" ROOF SHEATHING PER &(E) BEAM TO REMAIN(R) CONTINUOUS 6x8 DF No.1 WINDOW HEADER, MATCH (E) HDR HEIGHT(R) 6x6 DF No. 1 POST PER CONTRACTOR TO PROVIDE 1/150 ATTIC VENTILATION PER CBC SECTION 1202.DTDRAG TRUSS W/ CAPACITY (LBS). PROVIDE BNGABLE END TRUSSGE123451S0.22S0.2REUSE (E) 2x4 RAFTERS (N) CONNECTION PER PLAN 6(E) TRUSSES TO REMAIN75S4.1SEE PLAN FOR ADDITIONAL MECHANICAL UNITS PLACED AT ROOF8ROOF FRAMING PLAN1/4" = 1'-0"412CONTRACTOR TO VERIFY TRUSS SIZES, ROOF SLOPE AND QUANTITY PRIOR TO FABRICATION. PROVIDE 2X6 TOP CHORD WHERE NOTCHED FOR OUTLOOKERS AT GABLE END TRUSS31'-10" ±1/412PARAPETSMATCH EXISTINGMATCH EXISTINGMATCH EXISTINGSEE PLAN FOR MECHANICAL WEIGHT210 LBS PARAPET POINT LOAD210 LBS PARAPET POINT LOADMATCH (E)MATCH (E)SELF CONTAINED FREEZERMECHANICAL UNITS(1,400 LBS PER UNIT)DT (4,500 LBS)1S4.11S4.12S4.12S4.13S4.11733446624S4.14S4.155585S4.1DEGENKOLB ENGINEERS428 J ST, SUITE 500SACRAMENTO, CA 95814916.418.9100 (P)www.degenkolb.comSAN FRANCISCO LOS ANGELES OAKLAND SACRAMENTO SAN DIEGO SEATTLE TAHOEPETERILDASN NJ.No. 4901CUSCFOETREGRISREATSTEDTATAIEN G IN EERARL ROFIUNLExp. 6-30-23CTUURALRTS DATEDRAWNJOB NOSHEETREVISIONS:ProjectSheet TitleFile Path:C:\Users\kworcester\Documents\C1A84192.00-El Forastero_R20_kworcester.rvtC1A84192.00S2.1ROOF FRAMING PLANEL FORASTERO MEXICAN FOOD1718 E. HAMMER LNSTOCKTON, CA 9521011/04/2021KLMDateDescription101/19/22Plan Check Response1/4" = 1'-0"ATRUSS PROFILE101/21/2022