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14A3BA.12HIGHLOWHIGHLOW5x4x3/8 HSS COL 5x4x3/8 HSS COL 6x6 TRMMR 6x6TRMMR6x6HTT4 6x6 HDU5 6x6HTT4 6x6 HTT416'-5"6W315'-11"6W3286x8 TRMMR 286x8TRMMR SOLID BLK'G, TYP 6x8 (FLAT) HDR (B4) 6x8 (FLAT) HDR (B5)6x12 HDR (B6)6x12 HDR(B2)6x12 HDR(B3)6x12 HDR(B1)6-3/4x24 GLB HDR(B7)5-1/2x12GLB HDR(B10)5-1/2x16GLB HDR(B9)5-1/2x12GLB HDR(B8)OPENOPENOPENOPENOPENEQ. WT. =1300# (MAX)EQ. WT. =1300# (MAX)EQ. WT. =350# (MAX)EQ. WT. =350# (MAX)EQ. WT. =350# (MAX)EQ. WT. =350# (MAX)EQ. WT. =350# (MAX)EQ. WT. = 150# (MAX)EQ. WT. =150# (MAX)EQ. WT. = 100# (MAX)CONT. CS14(L=±24'-0") o/4x BLK'G, TYP.AT SKY-LIGHT43'-7"6W1 30'-10" 4 W2 26'-11"6W423'-11"6W46x6 HTT4 6x6HTT4 6x6 HDR w/'HUC' HNGRat EA END6x6 HDR w/'HUC' HNGRat EA END6x6HTT4 6x6 HTT4 4x8HDU53SD36SD3TYP3SD2AT TOP PLATECMST123SD2AT TOP PLATECMST1211SD210SD211SD210SD2AT LEDGER CMST12 9SD29SD2CMST12AT LEDGER (T-1)APPROX. MECH'L VENTLOCATION (42"x28"OPENING, MAX), TYP.APPROX. MECH'L VENTLOCATION (42"x28"OPENING, MAX), TYP.3SD312SD3TYPD28 D28T28 D28 D28T2816'-0"(MIN)16'-0"(MIN)2x BLOCKED DIAPHRAGMW/ 10d @ 4"O.C. BN, 6"O.C.EN, & 12"O.C. BN. REFERTO DETAIL 2A/SD2 FORADDITIONAL INFO.2x BLOCKED DIAPHRAGMW/ 10d @ 4"O.C. BN, 6"O.C.EN, & 12"O.C. BN. REFERTO DETAIL 2A/SD2 FORADDITIONAL INFO.2SD316"O.C.A35 @14SD316"O.C.A35 @2SD316"O.C.A35 @2SD312"O.C.A35 @14SD312"O.C.A35 @2SD312"O.C.A35 @1SD31SD315SD31SD31SD313SD3PRE-MANUFACTURED CANOPYSHADE (BY OTHERS). REFERTO 7/SD3 FOR ATTACHMENTTO STRUCTURE, TYP.4x6TRMMR4x6TRMMR4x6 TRMMR 4x6TRMMR 4x6 TRMMR 4x6 TRMMR 4x6TRMMR4x6TRMMRCONT. CS14(L=±12'-0") o/4x BLK'G, TYP.PROVIDE "TYPE 4" SHEATHINGAT POP-OUT (FULL HEIGHT), TYP.U.N.O.. REFER TO 1/SD2 FORADDITIONAL INFORMATION,TYP.PROVIDE "TYPE 4" SHEATHINGAT POP-OUT (FULL HEIGHT),TYP. U.N.O.. REFER TO 1/SD2FOR ADDITIONALINFORMATION, TYP.PROVIDE "TYPE 4" SHEATHING ATPOP-OUT (FULL HEIGHT), TYP.U.N.O.. REFER TO 1/SD2 FORADDITIONAL INFORMATION, TYP.CONT. "RAIL BEAM"(L=±13'-4")(B11)Job#: Scale: Date: Drawn By: Checked By: Rev. #Date DescriptionTHESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER AND/OR 7-ELEVEN, INC. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT, OR COMPLETION OF THIS PROJECT WHEN PHASED, WITHOUT THE WRITTEN CONSENT OF THE ENGINEER AND/OR 7-ELEVEN, INC. Copyright 2020SHEET:7-ELEVEN, INC. 3200 HACKBERRY, IRVING, TEXAS 75063 11/20/2020 MANTECA, CA 95336 1110 MAIN ST 7-ELEVEN #1046249 7110.35 ATSATOCFEA ILFIONR No. S5627Exp. 6/30/22LH ETSIGER WPA R E DRSEFON.DGOIREENOSINLARHTONES PSTRUCTURAL2 7 3 6 9 V I A I N D U S T R I A T E M E C U L A , C A 9 2 5 9 1 T E L E : 9 5 1 .6 0 0 .0 0 3 2 W W W .I S E E N G I N E E R S .C O M S O C A L C O L O R A D OROOF FRAMING PLANSCALE : 1/4" = 1'-0", DO NOT SCALE PLANS FOR CONSTRUCTION DIMENSIONS. ALL CONSTRUCTIONDIMENSIONS SHOULD BE VERIFIED WITH THE ARCHITECTURAL SET OF PLANSS2.2AS NOTED ISE ISE ROOF FRAMING PLAN FRAMING NOTES1.REFER TO "SN" AND "SD" SERIES SHEETS FOR GENERAL NOTES ANDSTRUCTURAL DETAILS.2.REFER TO ARCHITECTURAL FOR ALL DIMENSIONS NOT SHOWN ONTHIS PLAN. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONPRIOR TO CONSTRUCTION, AND NOTIFY OUR OFFICE IMMEDIATELY IFDISCREPANCIES EXIST BETWEEN THE ARCHITECTURAL ANDSTRUCTURAL PLANS.3.TYPICAL "MAIN ROOF" SHEATHING:23/32" THICK STRUCT 1 SHEATHING. REFER TO DETAIL 2/SD2 FORTYPICAL ROOF SHEATHING AND DIAPHRAGM NAILING.4.REFER TO DETAIL 5/SD2 FOR TYPICAL WALL FRAMING.5.REFER TO DETAIL 3/SD2 & 9/SD2 FOR TYPICAL TOP PLATE ANDLEDGER SPLICE, U.N.O. ON PLAN.6.FRAMER TO COORDINATE FRAMING WITH M.E.P. DESIGNS. FRAMERTO REVIEW MECH. AND ELECTRIC PLANS BEFORE FINAL PLACEMENTOF FRAMING MEMBERS. WHERE ALIGNED JOIST INTERFERES w/FUTURE INSTALLATION OF M.E.P. INSTALLATION, CONTACTSTRUCTURAL ENGINEER.7.OPEN-WEB ROOF TRUSSES - SHALL BE TAPERED RED-BUILT "RED-H"@ 48"O.C., TYP, U.N.O. ON PLAN. SLOPE TRUSS TOP CHORD PERARCH'L (MIN. TRUSS DEPTH SHALL BE 40"). REFER TO "WOOD OPENWEB TRUSS" NOTES ON SHEET SN2 FOR ADDITIONAL INFORMATIONAND REQUIREMENTS.8.EXTERIOR WALL STUDS - SHALL BE FRAMED WITH 2x6 @ 16"O.C.U.N.O. ON PLAN.9.INTERIOR WALL STUDS - 4" WALLS SHALL BE FRAMED WITH3-5/8"x1-5/8"x20GA (362S162-33) @ 16"O.C., 6" WALLS SHALL BEFRAMED WITH 5-1/2"x1-5/8"x20GA (550S162-33) @ 16"O.C.10.WALL STUD ID - REFER TO SCHEDULE BELOW FOR REQUIRED WALLSTUDS AT LOCATIONS SHOWN ON PLAN. WALL ID APPLIES TO THEENTIRE LENGTH OF WALL, U.N.O.*** MULTIPLE STUDS SHALL BE PROGRESSIVELY FASTENEDTOGETHER (FULL HEIGHT) w/ 16d @ 6"O.C. (STAGGERED)11.NON-BEARING WALL - REFER TO 5/SD3 FOR TYPICAL ATTACHMENTTO ROOF STRUCTURE12.ROOF TRUSS SUPPORT POST - PROVIDE 4x6 SUPPORT POST DIRECTLYBENEATH EACH ROOF TRUSS, TYP. U.N.O.. REFER TO DETAIL 1/SD3FOR ADDITIONAL INFORMATION.343x4 @ 16"O.C.D24(2) 2x4 @ 16"O.C.444x4 @ 16"O.C.36464x6 @ 16"O.C.28(2)-2x6 @ 16"O.C.D283x6 @ 16"O.C.D26INDICATES:1.SHEAR WALL - PANEL LOCATION PERPLAN. INSTALLED FULL HEIGHT OF WALL.2.REFER TO 1/SD2 FOR ADDITIONALREQUIREMENTS.3.PROVIDE POST AND HOLDOWN PER PLANHDRINDICATES:1.BEAM AS NOTED ON PLANS2.PROVIDE BEARING STUDS OR POSTEACH END TO MATCH WIDTH OF BEAMAND SUPPORT WALL , U.N.O.3.(1) 2x WALL STUD ALIGNED AT 1 34"WIDE LSL BEAMS IS ACCEPTABLE4.BEAM SHOULD BE INSTALLED WITHBOTTOM ON TOP PLATE U.N.O.FRAMING LEGEND & SYMBOLSXXTYPELENGTHWALLCALC IDWxL=xXEND POST W/HOLDOWNHU BM TO BMHGR TYP., U.N.O,PER PLAN ASOCCURS.USE CONCEALEDFLANGE HGR ASNEEDEDINDICATES:1.INDICATES ROOF TRUSS PER FRAMINGNOTE 7. SPAN DIRECTION AS SHOWN.INDENTIFIES: DETAIL CUT LOCATION.REFER TO DETAIL # AND SHEET # FORADDITIONAL INFO. TEXT ABOVE BUBBLEINDICATES REVISED SPACING OFHARDWARE NOTED IN DETAILXXXAT XX" O.C.DETAIL #SHEET #INDICATES:1.WALL OPENING HEADER PERFRAMING SCHEDULE BELOW2.PROVIDE (1) 2x TRIMMER EACH SIDEU.N.O. ON PLAN3.PROVIDE KING STUDS EACH SIDE PERDETAIL 5/SD2 U.N.O. ON PLAN.(2)-2x8 @ 16"O.C.T28(3)-2x8 @ 16"O.C.2x8 @ 16"O.C.HATCHED AREA INDICATES BLOCKEDDIAPHRAGM AS NOTED PER PLANINDICATES WALL ABOVE PLAN LEVELINDICATES WALL BELOW PLAN LEVEL"CROSS-HATCHED" AREA INDICATESMECHANICAL PLATFORM. PLATFORMFRAMING DEAD LOAD SHALL NOTEXCEED 8.0 PSF