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<br />(E) 6 3/4x43 1/2 GLB, TYP (E) 6 3/4x30 GLB, TYP (E) 6 3/4x36 GLB, TYP
<br />(E) 6 3/4x43 1/2 GLB, TYP (E) 6 3/4x30 GLB, TYP (E) 6 3/4x36 GLB, TYP
<br />(E) 4x12 @ 8"OC, TYP(E) 4x12 @ 8"OC, TYP (E) 4x12 @ 8"OC, TYP (E) 4x12 @ 8"OC, TYP (E) 4x12 @ 8"OC, TYP (E) 4x12 @ 8"OC, TYP
<br />(E) 2x @ 24"OC. TYP
<br />(E) 1/2" PLYWOOD ROOF
<br />SHEATHING, VIF
<br />RTU
<br />8
<br />MAX OP
<br />WT=586#
<br />RTU
<br />2
<br />MAX OP
<br />WT=455#
<br />RTU
<br />13
<br />MAX OP
<br />WT=586#
<br />1
<br />S2.00TYP
<br />(E) DUCT
<br />OPENING, TYP
<br />(E) UNIT WHERE
<br />OCCURS, TYP
<br />(E) SCREEN WALL,
<br />TYP
<br />(NEW)
<br />(NEW)
<br />(NEW)
<br />62
<br />'
<br />-
<br />0
<br />"
<br />±
<br />(E
<br />)
<br />
<br />5
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<br />1
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<br />2
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<br />3
<br />4
<br />5
<br />6
<br />7
<br />48
<br />'
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<br />0
<br />"
<br />±
<br />
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<br />±
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<br />±
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<br />'
<br />-
<br />0
<br />"
<br />±
<br />
<br />V
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<br />F
<br />A B C
<br />60'-0"± VIF 60'-0"± VIF
<br />SCALE:S2.00
<br />ROOF INFILL AT EXISTING OPENING (WHERE OCCURS)2
<br />1 1/2" = 1'-0"
<br />(E) SIMPSON
<br />HANGER, TYP VIF
<br />(E) OPENING
<br />(9'-6" MAX)
<br />(E
<br />)
<br />
<br />O
<br />P
<br />E
<br />N
<br />I
<br />N
<br />G
<br />(4
<br />'
<br />-
<br />6
<br />"
<br />
<br />M
<br />A
<br />X
<br />)
<br />NOTE:
<br />PROVIDE 10d NAILS @ 6"OC AT ALL (N) PLY
<br />EDGES & @ 12"OC EN
<br />(E) 2x JOIST PER
<br />PLAN, TYP
<br />(E) JOIST
<br />PER PLAN
<br />(E) ROOF
<br />SHEATHING
<br />PER PLAN
<br />(E) SHEATHING (N) SHEATHING
<br />EN
<br />ROOF
<br />SHEATHING
<br />PER PLAN
<br />SECTION A-A
<br />A
<br />A
<br />2x PER PLAN
<br />2x BLKG PER
<br />PLAN
<br />2x6 @ 24"OC MAX
<br />SIMPSON LU26 FACE
<br />HANGER EA END, TYP
<br />2x6 BLKG W/ (4)-10d
<br />NAILS TO (E) JOIST,
<br />TYP
<br />(E) (2)-2x
<br />1/2" STRUC PLY SHTG
<br />2x6 BLKG W/
<br />10d NAILS
<br />@ 6"OC, TYP
<br />SCALE:S2.00
<br />LINE OF SITE 3
<br />NONE
<br />6'
<br />-
<br />0
<br />"
<br />300'-0"
<br />29
<br />'
<br />-
<br />0
<br />"
<br />62'-0"±
<br />4'
<br />-
<br />7
<br />"
<br />MA
<br />X
<br />SECTION (WHERE SCREEN WALL OCCURS)
<br />2'
<br />-
<br />0
<br />"
<br />4'
<br />-
<br />7
<br />"
<br />
<br />M
<br />A
<br />X
<br />NOTE:
<br />LINE OF SITE IS ADEQUATE FOR THE
<br />NEW UNIT BEING REPLACED THAT IS
<br />NOT CURRENTLY BEHIND A SCREEN
<br />WALL BASED ON THE EXISTING
<br />FIELD DIMENSIONS AS SHOWN.
<br />BELOW PARAPET
<br />SCALE:S2.00
<br />RTU UNIT ANCHORAGE 1
<br />1/2" = 1'-0"
<br />PLAN VIEW AT BASE
<br />L2
<br />
<br />M
<br />I
<br />N
<br />W2 MIN
<br />L3x3x3/16 x0'-4" LONG W/ (3)-#12
<br />SMS TO UNIT & 1/2"Ø LAG
<br />SCREW (3" MIN PEN) TO 4x
<br />BELOW, TYP EA CORNER AS
<br />SHOWN (4 TOTAL)
<br />6"
<br />MA
<br />X
<br />TY
<br />P
<br />8"
<br />MA
<br />X
<br />H
<br />M
<br />A
<br />X
<br />W1±L1±
<br />(E) PLYWOOD ROOF
<br />SHEATHING PER PLAN
<br />(E) 2x JOIST PER
<br />PLAN, TYP
<br />SIMP A35, SLEEPER TO
<br />SLEEPER, EA CORNER
<br />(E) 4x MEMBER
<br />WHERE OCCURS
<br />PER PLAN
<br />4x SLEEPER (FIELD
<br />VERIFY DEPTH), TYP
<br />ALL 4 SIDES
<br />1/2" PLYWOOD W/
<br />10d @ 6",6",12
<br />(BN,EN,FN)
<br />ANCHOR PER
<br />PLAN VIEW, TYP
<br />A
<br />A
<br />RTU UNIT PER PLAN,
<br />MAX OP WT=SEE SCHED
<br />SIMP A34, TYP
<br />EA SIDE, EA END
<br />2 3/4" MIN
<br />8" MAX
<br />TYP
<br />2"
<br />TYP
<br />4x6 BLKG W/ SIMP A35
<br />EA SIDE, EA END, TYP
<br />AT SLEEPER ANGLES
<br />4x6 W/ SIMP A34 EA
<br />SIDE, EA END, TYP AT
<br />ANGLES AS SHOWN
<br />2x6 @ 16"OC W/
<br />SIMP A34 EA SIDE,
<br />EA END, TYP UNO
<br />L3x3x12GA x0'-6" BENT PL W/
<br />(2)-1/2"Ø LAG SCREWS (3" MIN
<br />PEN) TO SLEEPER & (2)-1/2"Ø
<br />LAG SCREWS (4" MIN PEN) TO
<br />4x BLOCK, TYP EA END OF
<br />SLEEPER AS SHOWN
<br />SECTION A-A
<br />8'-0" MAX
<br />TYP
<br />EQ
<br />TYP EQ
<br />TYP
<br />EQ TYP
<br />NEOPRENE PAD PER MECH,
<br />TYP UNDER EA ANCHOR
<br />(E) GLB WHERE
<br />OCCURS PER PLAN
<br />EQUIPMENT SCHEDULE
<br />UNIT MAX OP WT H W1 L1 W2 L2
<br />RTU-2 455#49"44"48"47"36"
<br />RTU-8, 13 586#34"46"74"49"62"
<br />SCALE:S2.00
<br />ROOF INFILL AT EXISTING OPENING (WHERE OCCURS)2
<br />1 1/2" = 1'-0"
<br />(E) SIMPSON
<br />HANGER, TYP VIF
<br />(E) OPENING
<br />(9'-6" MAX)
<br />(E
<br />)
<br />
<br />O
<br />P
<br />E
<br />N
<br />I
<br />N
<br />G
<br />(4
<br />'
<br />-
<br />6
<br />"
<br />
<br />M
<br />A
<br />X
<br />)
<br />NOTE:
<br />PROVIDE 10d NAILS @ 6"OC AT ALL (N) PLY
<br />EDGES & @ 12"OC EN
<br />(E) 2x JOIST PER
<br />PLAN, TYP
<br />(E) JOIST
<br />PER PLAN
<br />(E) ROOF
<br />SHEATHING
<br />PER PLAN
<br />(E) SHEATHING (N) SHEATHING
<br />EN
<br />ROOF
<br />SHEATHING
<br />PER PLAN
<br />SECTION A-A
<br />A
<br />A
<br />2x PER PLAN
<br />2x BLKG PER
<br />PLAN
<br />2x6 @ 24"OC MAX
<br />SIMPSON LU26 FACE
<br />HANGER EA END, TYP
<br />2x6 BLKG W/ (4)-10d
<br />NAILS TO (E) JOIST,
<br />TYP
<br />(E) (2)-2x
<br />1/2" STRUC PLY SHTG
<br />2x6 BLKG W/
<br />10d NAILS
<br />@ 6"OC, TYP
<br />SCALE:S2.00
<br />LINE OF SITE 3
<br />NONE
<br />6'
<br />-
<br />0
<br />"
<br />300'-0"
<br />29
<br />'
<br />-
<br />0
<br />"
<br />62'-0"±
<br />4'
<br />-
<br />7
<br />"
<br />MA
<br />X
<br />SECTION (WHERE SCREEN WALL OCCURS)
<br />2'
<br />-
<br />0
<br />"
<br />4'
<br />-
<br />7
<br />"
<br />
<br />M
<br />A
<br />X
<br />NOTE:
<br />LINE OF SITE IS ADEQUATE FOR THE
<br />NEW UNIT BEING REPLACED THAT IS
<br />NOT CURRENTLY BEHIND A SCREEN
<br />WALL BASED ON THE EXISTING
<br />FIELD DIMENSIONS AS SHOWN.
<br />BELOW PARAPET
<br />SCALE:S2.00
<br />RTU UNIT ANCHORAGE 1
<br />1/2" = 1'-0"
<br />PLAN VIEW AT BASE
<br />L2
<br />
<br />M
<br />I
<br />N
<br />W2 MIN
<br />L3x3x3/16 x0'-4" LONG W/ (3)-#12
<br />SMS TO UNIT & 1/2"Ø LAG
<br />SCREW (3" MIN PEN) TO 4x
<br />BELOW, TYP EA CORNER AS
<br />SHOWN (4 TOTAL)
<br />6"
<br />MA
<br />X
<br />TY
<br />P
<br />8"
<br />MA
<br />X
<br />H
<br />M
<br />A
<br />X
<br />W1±L1±
<br />(E) PLYWOOD ROOF
<br />SHEATHING PER PLAN
<br />(E) 2x JOIST PER
<br />PLAN, TYP
<br />SIMP A35, SLEEPER TO
<br />SLEEPER, EA CORNER
<br />(E) 4x MEMBER
<br />WHERE OCCURS
<br />PER PLAN
<br />4x SLEEPER (FIELD
<br />VERIFY DEPTH), TYP
<br />ALL 4 SIDES
<br />1/2" PLYWOOD W/
<br />10d @ 6",6",12
<br />(BN,EN,FN)
<br />ANCHOR PER
<br />PLAN VIEW, TYP
<br />A
<br />A
<br />RTU UNIT PER PLAN,
<br />MAX OP WT=SEE SCHED
<br />SIMP A34, TYP
<br />EA SIDE, EA END
<br />2 3/4" MIN
<br />8" MAX
<br />TYP
<br />2"
<br />TYP
<br />4x6 BLKG W/ SIMP A35
<br />EA SIDE, EA END, TYP
<br />AT SLEEPER ANGLES
<br />4x6 W/ SIMP A34 EA
<br />SIDE, EA END, TYP AT
<br />ANGLES AS SHOWN
<br />2x6 @ 16"OC W/
<br />SIMP A34 EA SIDE,
<br />EA END, TYP UNO
<br />L3x3x12GA x0'-6" BENT PL W/
<br />(2)-1/2"Ø LAG SCREWS (3" MIN
<br />PEN) TO SLEEPER & (2)-1/2"Ø
<br />LAG SCREWS (4" MIN PEN) TO
<br />4x BLOCK, TYP EA END OF
<br />SLEEPER AS SHOWN
<br />SECTION A-A
<br />8'-0" MAX
<br />TYP
<br />EQ
<br />TYP EQ
<br />TYP
<br />EQ TYP
<br />NEOPRENE PAD PER MECH,
<br />TYP UNDER EA ANCHOR
<br />(E) GLB WHERE
<br />OCCURS PER PLAN
<br />EQUIPMENT SCHEDULE
<br />UNIT MAX OP WT H W1 L1 W2 L2
<br />RTU-2 455#49"44"48"47"36"
<br />RTU-8, 13 586#34"46"74"49"62"
<br />ST
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<br />RTU Unit
<br />Replacement
<br />1951 Carnegie Ave
<br />Santa Ana,
<br />CA, 92705
<br />24-0417-00
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<br />JOB NUMBER:
<br />DRAWN:
<br />DESIGNED:
<br />CHECKED:
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<br />S
<br />ISSUE DATE:
<br />NO DATEDESCRIPTION
<br />SCALE:
<br />H:
<br />\
<br />2
<br />0
<br />2
<br />4
<br />\
<br />2
<br />4
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<br />5
<br />10-14-2024
<br />S2.00
<br />PARTIAL ROOF
<br />FRAMING PLAN,
<br />SECTIONS, AND
<br />DETAILS
<br />AS NOTED
<br />LONG BEACH • SAN DIEGO
<br />LONG BEACH OFFICE
<br />3900 Cover Street, Long Beach
<br />CA 90808 • 562.985.3200
<br />S T R U C T U R A L E N G I N SREE
<br />No.3503
<br />L
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<br />LAE
<br />A L I OFRNIA
<br />N
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<br />ER
<br />I
<br />E
<br />ET
<br />ORPD
<br />F E
<br />R IR
<br />L.KC
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<br />
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<br />A
<br />N
<br />REV
<br />I
<br />E
<br />W
<br />SCALE:S2.00
<br />PARTIAL ROOF FRAMING PLAN A
<br />1/8" = 1'-0"
<br />1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES &
<br />ABBREVIATIONS. SEE PROJECT SPECIFICATIONS WHERE
<br />APPLICABLE FOR ADDITIONAL INFORMATION.
<br />2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED
<br />AS EXISTING OR (E). NEW CONSTRUCTION IS SHOWN DARK AND
<br />IS SPECIFICALLY REFERENCED BY DETAILS AND NOTES.
<br />3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR
<br />KNOWLEDGE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
<br />ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUAL FIELD
<br />CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL
<br />BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
<br />PROCEEDING.
<br />4.DIMENSIONS OF EQUIPMENT ANCHOR/ MOUNTING LOCATIONS
<br />SHOWN ON PLANS AND/OR DETAILS ARE TO BE COORDINATED
<br />WITH ACTUAL EQUIPMENT TO BE INSTALLED.
<br />5.CONTRACTOR TO VERIFY THE EXACT SIZE AND LOCATION OF
<br />ALL EQUIPMENT ANCHOR/ MOUNTING HOLES PRIOR TO
<br />INSTALLATION. WHERE ACTUAL EQUIPMENT DIMENSIONS DO
<br />NOT FALL WITHIN THE MINIMUM OR MAXIMUM DIMENSIONS
<br />PROVIDED ON PLANS AND/OR DETAILS, NOTIFY SEOR AND
<br />AWAIT DIRECTION PRIOR TO PROCEEDING WITH WORK.
<br />6.DO NOT CUT ANY NEW OPENINGS OR ENLARGE ANY EXISTING
<br />OPENINGS IN THE ROOF OR WALLS (FOR DUCTS, PIPES, ETC.)
<br />UNLESS SPECIFICALLY SHOWN ON THESE STRUCTURAL
<br />DRAWINGS.
<br />7.MAXIMUM OPERATING WEIGHTS NOTED ON THE PLANS INCLUDE
<br />THE WEIGHT OF UNIT PLUS ALL ACCESSORIES, CURBS,
<br />ISOLATORS, ETC. THAT ARE ASSOCIATED WITH THE UNIT.
<br />FRAMING PLAN NOTES
<br />No.3503
<br />L
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<br />B A
<br />LAE
<br />A L I OFRNIA
<br />N
<br />E
<br />ER
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<br />E
<br />TS
<br />AT
<br />CFO
<br />RE
<br />G
<br />S
<br />I
<br />S
<br />URALTSRUCT
<br />Exp. 3/31/2026
|