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1 2 3 4 5 6 <br />A <br />B <br />C <br />C.5 <br />C.6 <br />D <br />(E)30" SSI 446R <br />(E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />2 <br />8 <br />. <br />5 <br /> <br />G <br />L <br />B <br />(E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />2 <br />7 <br /> <br />G <br />L <br />B <br />(E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />2 <br />5 <br />. <br />5 <br /> <br />G <br />L <br />B <br />(E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />2 <br />4 <br /> <br />G <br />L <br />B <br />( <br />E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />3 <br />0 <br /> <br />G <br />L <br />B <br />(E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />3 <br />1 <br />. <br />5 <br /> <br />G <br />L <br />B <br />(E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />3 <br />4 <br />. <br />5 <br /> <br />G <br />L <br />B <br />(E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />3 <br />6 <br /> <br />G <br />L <br />B <br />( <br />E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />2 <br />8 <br />. <br />5 <br /> <br />G <br />L <br />B <br />(E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />2 <br />7 <br /> <br />G <br />L <br />B <br />(E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />2 <br />5 <br />. <br />5 <br /> <br />G <br />L <br />B <br />(E <br />) <br />6 <br />. <br />7 <br />5 <br />x <br />2 <br />4 <br /> <br />G <br />L <br />B <br />(E)26" SSI 446R (E)24" SSI 435R (E)24" SSI 435R <br />(E <br />) <br />3 <br />x <br />4 <br />@ <br />2 <br />4 <br />" <br />O <br />C <br />TY <br />P <br /> <br /> <br />U <br />N <br />O <br />(E <br />) <br />3 <br />x <br />4 <br />@ <br />2 <br />4 <br />" <br />O <br />C <br />TY <br />P <br /> <br /> <br />U <br />N <br />O <br />(E <br />) <br />6 <br />x <br />6 <br />(E <br />) <br />6 <br />x <br />6 <br />(E <br />) <br />6 <br />x <br />6 <br />(E <br />) <br />6 <br />x <br />6 <br />(E <br />) <br />6 <br />x <br />6 <br />(E) PANELIZED WOOD <br />ROOF FRAMING <br />(E) CONCRETE PANEL PARAPET <br />TY <br />P <br /> <br />A <br />L <br />O <br />N <br />G <br /> <br />TH <br />I <br />S <br /> <br />L <br />I <br />N <br />E <br />@8'-0"OC TYP THIS BAY <br />(E)30" SSI 446R <br />@8'-0"OC TYP THIS BAY <br />TY <br />P <br /> <br />A <br />L <br />O <br />N <br />G <br /> <br />TH <br />I <br />S <br /> <br />L <br />I <br />N <br />E <br />TY <br />P <br /> <br />A <br />L <br />O <br />N <br />G <br /> <br />TH <br />I <br />S <br /> <br />L <br />I <br />N <br />E <br />@8'-0"OC TYP THIS BAY @8'-0"OC TYP THIS BAY <br />TY <br />P <br /> <br />A <br />L <br />O <br />N <br />G <br /> <br />TH <br />I <br />S <br /> <br />L <br />I <br />N <br />E <br />@8'-0"OC TYP THIS BAY <br />TY <br />P <br /> <br />A <br />L <br />O <br />N <br />G <br /> <br />TH <br />I <br />S <br /> <br />L <br />I <br />N <br />E <br />HP <br />1 <br />HP <br />3 <br />HP <br />5 <br />HP <br />6 <br />HP <br />8 <br />HP <br />10 <br />HP <br />7 <br />HP <br />9 <br />CU <br />1 <br />CU <br />2 <br />(E) SKYLIGHT <br />INFILL (E) SKYLIGHT OPENEINGS PER 8 <br />S1.1.6 <br />NEW SKYLIGHT OPENINGS <br />PER 7 <br />S1.1.6 <br />PROVIDE NEW ROOFTOP <br />PLATFORM PER 2 <br />S1.1.6 <br />SEE NOTE 3 TYP <br />1300# <br />1300# <br />1300# <br />1300# <br />150#150# <br />1300# <br />4 <br />S1.1.6 <br />EF <br />1 75# <br />SEE NOTE 3 TYP <br />750# <br />PROVIDE EF <br />ANCHORAGE PER 11 <br />S1.1.6 <br />PROVIDE NEW ROOFTOP <br />PLATFORM PER 2 <br />S1.1.6 <br />750# <br />750# <br />TYP AT <br />NEW LVLS <br />4 <br />S1.1.6 <br />TYP AT <br />NEW LVLS <br />3 1/2x18 LVL 2.0E <br />3 1/2x18 LVL 2.0E <br />3 1/2x18 LVL 2.0E <br />3 1/2x18 LVL 2.0E <br />3 1/2x18 LVL 2.0E <br />3 1/2x18 LVL 2.0E <br />3 1/2x18 LVL 2.0E <br />3 1/2x18 LVL 2.0E <br />3 1/2x18 LVL 2.0E <br />3 1/2x18 LVL 2.0E <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4 <br />x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />HSS4x4x1/4 <br />HDR LOW <br />HSS4x4x1/4 <br />TYP LOW <br />ROOF PLAN NOTES: <br />1. ALL EXISTING INFORMATION IS BASED ON RECORD DRAWINGS. <br />CONTRACTOR SHALL NOTIFY SEOR IF CONDITIONS DISCOVERED <br />DURING CONSTRUCTION VARY SIGNIFICANTLY ON PLANS. <br />2. VERIFY IN FIELD ALL EXISTING MEMBER SIZES. <br />3, INDICATES REMOVING AND REPLACING (E) RTU <br />CONTRACTOR TO VERIFY THAT THE NEW UNIT <br />OPERATING WEIGHT IS LESS THAN OR EQUAL TO <br />THE (E) RTU. CONTRACTOR SHALL NOTIFY SEOR <br />IF NEW UNIT IS HEAVIER THAN (E). SEE MECH PLAN <br />FOR ADDITIONAL INFORMATION. PROVIDE <br />ANCHORAGE FOR NEW UNITS PER 3 <br />S1.1.6 <br />STRUCTURAL+CIVIL ENGINEERS (B&J HBK, INC.) <br />3300 IRVINE AVE. SUITE 245 <br />NEWPORT BEACH, CALIFORNIA 92660 <br />T:(949)862-8500 WWW.BJSCE.COM <br />JOB#: <br />No. 6250 <br />FFOHSIB <br />RYANW. <br />REGISTEREDPROFESSIONALENGINEER <br />STRUCTURALSTATEOFCALIFORNIA <br />DATE: <br />FOR BRANDOW & JOHNSTON <br />ISSUES AND REVISIONS <br />JOB NUMBER <br />SCALE <br />PROJECT <br />TEAM <br />All specifications, drawings, concepts, designs, arrangements, intellectual and written material represented herein constitute <br />unique and unpublished work of H. Hendy Associates and may not be copied, used by or disclosed to others without written <br />consent of H. Hendy Associates. <br /> 2023 H.HendyAssociatesc <br />DATE <br />240254 <br />1/8" = <br />1'-0" <br />04463.0000.24 <br />3080 S HARBOR BLVD <br />SANTA ANA, CA 92704 <br />ROOF FRAMING PLAN <br />S1.2.2 <br />MCGUFF <br />03/11/25 <br />NO. DESCRIPTION DATE <br />PLAN CHECK SUBMITTAL 3/17/25 <br />3/17/2025