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2x6 <br />4x84x8 <br />4x BLOCKING EACH SIDE <br />OF OPENING WITH LUS <br />HANGER AT EACH END <br />TYP <br />NO NEW OPENING <br />ALLOWED <br />IMMEDIATELY <br />ADJACENT TO A NEW <br />OR EXISTING OPENING <br />3' <br />- <br />0 <br />" <br />MA <br />X <br />3'-0" <br />MAX <br />(N) <br />OPENING <br />NEW INFILL JOISTS <br />OR <br />EXISTING JOISTS AS <br />OCCURS, TYP <br />AT PLYWOOD, PROVIDE <br />10d B.N. AROUND ALL <br />EDGES OF OPENING TO <br />MATCH (E) DIAPHRAGM <br />NAIL SPACING (4" MAX) <br />FOR (E) SPACING LESS <br />THAN 4" PROVIDE 2 <br />ROWS <br />@ 4"o.c. WITH MIN 1/2" <br />SEPARATION <br />LUS HANGER <br />4x BLOCKING TO <br />MATCH DEPTH OF (E) <br />JOIST TYP <br />(N) <br />OPENING <br />(E) 4x PURLIN PER PLAN <br />3x6 EACH SIDE, EXTEND <br />TO WITHIN 2'-0" FROM <br />ENDS OF PURLIN <br />1/4" x 6" SIMPSON SDS @ <br />6"o.c. (LAST 2'-0" OF 3x6) <br />AND @ 12"o.c. BETWEEN <br />STAGGER ROWS ON EACH <br />SIDE TO AVOID <br />INTERFERENCE OF SCREWS <br />TY <br />P <br />1 <br />1 <br />/ <br />4 <br />" <br />NOTE: <br />1. JACK UP (E) BEAM TO 1/16" ABOVE STRAIGHT LINE. <br />2. INSTALL RETROFIT. <br />3. RELEASE JACKING AND INSTALL NEW MECHANICAL UNIT. <br /> DO NOT SET NEW UNIT UNTIL RETROFIT IS COMPLETE. <br />6" MAX FROM <br />EACH CORNER <br />1'-6" MAX <br />BETWEEN <br />NEW BEAM PER <br />PLAN <br />WITH LUS EACH END <br />(SEE NOTE) <br />3/8"dia LAG SCREW WITH 3" EMBED <br />AT CURB TO JOIST, CENTER ON <br />JOIST, (1) AT EACH CORNER OF <br />CURB AND @ 18"o.c. MAX EACH <br />SIDE <br />UNIT TO CURB CONNECTION <br />WITH <br />#10 SMS AROUND PERIMETER <br />MECHANICAL UNIT AND ADAPTER <br />CURB BY MANUFACTURER, <br />COMBINED <br />WEIGHT INCLUDING ALL <br />ACCESSORIES SHALL NOT EXCEED <br />1400LBS <br />ROOFING / FLASHING <br />BY OTHERS <br />(E) SHEATHING <br />(E) 2x JOISTS, CUT AND <br />REHANG PER PLAN <br />NEW BEAM PER PLAN <br />WITH LUS EACH END <br />(SEE NOTE) <br />NOTE: <br />IF EXISTING FRAMING ALREADY EXISTS AND IS MINIMUM 4x8 AROUND UNIT AS <br />SHOWN ON THESE PLANS, EXISTING FRAMING MAY REMAIN. OTHERWISE, <br />REMOVE/REPLACE AS NEEDED WITH NEW FRAMING SHOWN ON THESE PLANS. <br />2x62x62x6 2x62x6 <br />(E <br />) <br /> <br />4 <br />x <br />1 <br />6 <br /> <br />P <br />U <br />R <br />L <br />I <br />N <br />S <br /> <br />@ <br /> <br />8 <br />' <br />- <br />0 <br />" <br />o <br />. <br />c <br />. <br /> <br />W <br />H <br />E <br />R <br />E <br /> <br />O <br />C <br />C <br />U <br />R <br />S <br />(E <br />) <br /> <br />2 <br />x <br />4 <br /> <br />@ <br /> <br />2 <br />4 <br />" <br />o <br />. <br />c <br />. <br /> <br />T <br />Y <br />P <br /> <br />E <br />A <br />C <br />H <br /> <br />B <br />A <br />Y <br />(E) GLB WHERE OCCURS <br />(E) GLB WHERE OCCURS <br />HP <br />2 <br />HP <br />1 <br />4x8 WITH LUS EACH <br />END, EACH SIDE OF <br />UNIT TYP <br />3x6 SISTERED <br />EACH SIDE PER <br />FRAME INFILL WITH <br />2x4 @ 24"o.c. WITH <br />LUS EACH END, TYP <br />EACH SIDE OF UNIT <br />800# <br />3x6 SISTERED EACH <br />SIDE PER <br />CUT(E) JOISTS AND <br />REHANG WITH LUS, <br />SHORE AS REQUIRED <br />BLOCKING AT <br />OPENING PER <br />VERIFY IN FEILD HU414 <br />(MAX FASTENERS) OR <br />EQUIVALENT EACH END <br />OF 4x16 <br />3 <br />S2.0 <br />3 <br />S2.0 <br />1500# <br />4 <br />S2.0 TYP <br />2 <br />S2.0 <br />(E) EXHAUST FAN <br />ROOF FRAMING PLAN NOTES: <br />1. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO START OF WORK. SEE ARCHITECTURAL DRAWINGS AS REQUIRED. <br />2. BEAMS SHALL BE EQUALLY SPACED UNLESS OTHERWISE NOTED. <br />3. SLOPES, TOP OF FRAMING ELEVATIONS, ROOF DRAINS, SLAB OPENINGS, SLAB EDGES, AND ELEVATED PADS SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND <br />PLUMBING DRAWINGS AS REQUIRED. <br />4. CONTRACTOR TO LOCATE AND BLOCK OUT FRAMING FOR PENETRATIONS WHERE THEY OCCUR. <br />5. MAXIMUM UNIT WEIGHT INCLUDES UNIT, ACCESSORIES, AND ROOF CURB. CONTACT ENGINEER IF INSTALLED EQUIPMENT EXCEEDS THIS WEIGHT LIMIT. <br />6. VERIFY SIZES AND LOCATIONS OF ALL FRAMING IN THE FIELD PRIOR TO BEGINNING WORK AND NOTIFY ARCHITECT AND ENGINEER IF SMALLER SIZES THAN SHOWN ON THESE PLANS OCCUR, <br />STRUCTURAL <br />JEFFREY W.DENSLEYREGISTEREDPROFESSIONALENGINEER <br />STATE OF CALIFORNIA <br />No. 5535 <br />As indicated <br />12 <br />/ <br />1 <br />5 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />: <br />4 <br />1 <br />: <br />5 <br />0 <br /> <br />P <br />M <br />JD <br />KL <br />12/19/2025 <br />14479A.00 <br />ISSUED FOR PERMIT <br />33 <br />1 <br />3 <br /> <br />S <br />. <br /> <br />B <br />R <br />I <br />S <br />T <br />O <br />L <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />( <br /># <br />0 <br />9 <br />7 <br />2 <br />) <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />( <br /># <br />0 <br />9 <br />7 <br />2 <br />) <br />#Description Date <br />168421 3 65 7 1210911 1413 15 <br />8421 3 65 7 1210911 1413 15 16 <br />a <br />b <br />c <br />d <br />e <br />f <br />g <br />h <br />j <br />k <br />l <br />m <br />n <br />p <br />r <br />s <br />Checked by <br />These drawings/specifications are the property of Oculus Inc. They are <br />furnished as contract documents only. The seal(s) and signature(s) apply <br />only to the document to which they are affixed, and expressly disclaim any <br />responsibility for all other plans, specifications, estimates, reports or other <br />documents or instruments relating to or intended to be used for any part or <br />parts of the architectural or engineering project. Additionally these <br />drawings and seal(s) shall in no way convey or imply any type of warranty or <br />certification relating to the performance of products and materials beyond <br />those provided by their respective manufacturer. <br />© 2025 Oculus Inc. <br />Drawn by <br />Issue Date <br />Project # <br />Scale <br />Client Approval <br />STRUCTURAL <br />DETAILS AND <br />PARTIAL PLAN <br />12/19/2025 <br />S2.0 <br />S2.0 <br />2FRAMED WOOD ROOF OPENING <br />S2.0 <br />3(E) PURLIN STRENGTHENING <br />S2.0 <br />4ROOFTOP UNIT <br />S2.0SCALE: 1/4" = 1'-0" <br />1PARTIAL ROOF FRAMING PLAN