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EQUIPMENT PER
<br />EQUIPMENT SCHEDULE
<br />(E) CURB
<br />FOR CU-1 PROVIDE
<br />MANUFACTURER RECOMMENDED
<br />ROOF MOUNT W/ MINIMUM (4) 3/8"
<br />LAG SCREWS LOCATED PER
<br />MOUNT ATTACHMENT POINTS.
<br />FOR CU-3 V.I.F. POSITIVE
<br />ATTACHMENT OF UNIT TO
<br />SUPPORTS AND CURB
<br />L OR W
<br />H1
<br />H2
<br />2x4 SPANNING 2 PANEL POINTS
<br />MINIMUM, E.S. OF TRUSS CHORDS.
<br />PROVIDE 1/2"∅THROUGH BOLTS
<br />CENTERED ON 2x4 ABOVE EA. TJL
<br />BOTTOM CHORD PIN
<br />(E) PLY. SHEATHING
<br />Z4 WITH (2) 0.148"x1 1/2"
<br />NAILS, TYP. E.S.
<br />(E) GYP. BOARD
<br />SHEATHING
<br />ROOFTOP EQUIPMENT CURB
<br />OR PLATFORM, SEE SCHEDULE
<br />S3.3
<br />11
<br />EQUIPMENT PER
<br />EQUIPMENT SCHEDULE
<br />(E) CURB ADAPTER, WHERE
<br />OCCURS, V.I.F. SEE
<br />EQUIPMENT SCHEDULE
<br />(E) CURB
<br />FOR HP-1, PROVIDE (6) SIMPSON
<br />XE METAL SCREW #10x3/4
<br />EQUALLY SPACED EA. SIDE TYP.
<br />(24 TOTAL). FOR ALL OTHERS,
<br />PROVIDE (3) SIMPSON XE METAL
<br />SCREW #10x3/4 EQUALLY SPACED
<br />EA. SIDE TYP. (12 TOTAL) WHERE
<br />CURB ADAPTER OCCURS.
<br />1 1/
<br />2
<br />"
<br />1
<br />
<br />1
<br />/
<br />2
<br />"
<br />1 1/2"
<br />MIN.
<br />SIMPSON XE METAL SCREW #10X3/4
<br />CENTERED ON VERT. LEG, TYP.
<br />FOR HP-1, PROVIDE L3x3x1/4 x 3" LONG ANGLES ALONG ALL 4 SIDES OF
<br />(E) CURB MAX. 1'-0" SPACING BETWEEN ANGLES (MIN. (5) EA. SHORT
<br />SIDE AND (7) EA. LONG SIDE). FOR ALL OTHERS, PROVIDE L3x3x1/4 x 3"
<br />LONG ANGLES ALONG ALL 4 SIDES OF (E) CURB MAX 2'-0" SPACING
<br />BETWEEN ANGLES, MIN. 3 PER SIDE.
<br />SIMPSON SDS25600 SCREWS W/ WASHERS IN PRE-DRILLED HOLES
<br />IN HORIZ. LEG, CENTERED ON ANGLE LEG, TYP. EA. ANGLE
<br />FOR HP-2 and HP-3, PROVIDE 4x10 CONT. CENTERED
<br />UNDER SHARED EQUIPMENT PLATFORM
<br />ANCHORAGE ALONG ALL 4 SIDES, PROVIDE SIMPSON
<br />HU410 W/ MAX. FASTENERS AT EA. END, TYP.
<br />FOR ALL OTHERS, PROVIDE 4x8 CONT. CENTERED
<br />UNDER EQUIPMENT CURB/PLATFORM ANCHORAGE
<br />ALONG ALL 4 SIDES, PROVIDE SIMPSON HU48 W/
<br />MAX. FASTENERS AT EA. END, TYP.
<br />_______
<br />S3.3
<br />11
<br />TYP.
<br />_______
<br />S3.3
<br />11
<br />SIM.
<br />H2
<br />H1
<br />L OR W
<br />V.I.F. ANCHORAGE BETWEEN
<br />EQUIPMENT AND CURB/CURB ADAPTER
<br />WITH MIN. (2) CLIPS PER SIDE WITH MIN.
<br />(2) SIMPSON XE METAL SCREW #10X3/4
<br />ANCHORS INTO BOTH LEGS OF CLIP
<br />(MIN. 4 TOTAL PER CLIP)
<br />(E) GYP. BOARD SHEATHING, REMOVE
<br />AS REQ'D TO VERIFY EXISTING
<br />FRAMING AND INSTALL NEW FRAMING
<br />WHERE NEEDED, REPLACE IN KIND
<br />S3.3
<br />13
<br />_______
<br />S3.3
<br />11
<br />O.H.
<br />V.I.F. (E) PLATFORM COMPRISES MIN.
<br />1/2" PLY. SHEATHING, 4x JOISTS
<br />UNDER EQUIPMENT ANCHORAGE
<br />AND PLATFORM PERIMETER, AND 2x
<br />@ 16" MIN. ELSEWHERE
<br />H2
<br />H1
<br />(E) CURB ADAPTER WHERE OCCURS,
<br />V.I.F. SEE EQUIPMENT SCHEDULE
<br />L3x3x1/4 x 3" LONG ANGLES ALONG ALL 4
<br />SIDES OF (E) PLATFORM, MAX. 7'-0" SPACING
<br />BETWEEN ANGLES, MIN. 2 PER SIDE
<br />SIMPSON SDS25600 SCREWS W/
<br />WASHERS IN PRE-DRILLED HOLES IN
<br />HORIZ. LEG, CENTERED ON ANGLE
<br />LEG, TYP. EA. ANGLE
<br />NOTES:
<br />1. FOR INFORMATION SHOWN
<br />BUT NOT NOTED SEE
<br />2. FOR SUPPLEMENTAL ROOF
<br />FRAMING UNDER RTU, SEE
<br />/1 S3.3
<br />/1 S3.3
<br />SIMPSON XE METAL SCREW
<br />#10X3/4 CENTERED ON
<br />VERT. LEG, TYP.
<br />L3x3x1/4 x 3" LONG ANGLES
<br />ALONG ALL 4 SIDES OF (E) CURB
<br />MAX. 2'-0" SPACING BETWEEN
<br />ANGLES, MIN. 3 PER SIDE
<br />SIMPSON SDS25212 SCREWS W/
<br />WASHERS IN PRE-DRILLED HOLES
<br />IN HORIZ. LEG, CENTERED ON
<br />ANGLE LEG AND PLATFORM JOIST
<br />BELOW, TYP. EA. ANGLE
<br />L OR W
<br />EQUIPMENT PER
<br />EQUIPMENT SCHEDULE
<br />8'-0" MAXIMUM LENGTH OF
<br />NEW FRAMING MEMBERS
<br />PARALLEL TO (E) TJLS
<br />SIMPSON SDS25212 SCREWS W/
<br />WASHERS IN PRE-DRILLED HOLES IN
<br />VERT. LEG, CENTERED ON ANGLE
<br />LEG, TYP. EA. ANGLE
<br />2x8 SPANNING FULL HEIGHT OF
<br />(E) TJL CENTERED ON (N) 4x
<br />(E) TJI JOIST
<br />(E) PLY. SHEATHING S3.3
<br />13
<br />(6) #10x21/2" WOOD
<br />SCREWS W/ 1" MIN.
<br />SPACING AND END
<br />DISTANCE
<br />(6) #10x21/2" WOOD SCREWS W/ 1"
<br />MIN. SPACING AND END DISTANCE
<br />EQ
<br />.
<br />E
<br />Q
<br />.
<br />EQ
<br />.
<br />E
<br />Q
<br />.
<br />H2
<br />H1
<br />L OR W
<br />NOTE:
<br />1. FOR INFORMATION SHOWN
<br />BUT NOT NOTED SEE
<br />2. FOR SUPPLEMENTAL ROOF
<br />FRAMING UNDER RTU, SEE
<br />/1 S3.3
<br />(E) 3/8"∅LAG
<br />SCREWS W/ 2 1/2"
<br />MIN. EMBED., 2 MIN.
<br />PER EA. SIDE V.I.F.
<br />(E) BASE ISOLATION
<br />CURB, V.I.F.
<br />(E) STRAPS, MIN (2)
<br />STRAPS PER SIDE, WITH
<br />MIN. (4) ANCHORS TOTAL
<br />PER STRAP, V.I.F.
<br />EQUIPMENT PER
<br />EQUIPMENT SCHEDULE
<br />/1 S3.3
<br />EQUIPMENT PER
<br />EQUIPMENT SCHEDULE
<br />(2) L2x2x1/4 x 3" LONG ANGLE
<br />EACH SIDE OF (E) HSS 1" FROM
<br />EACH END (4 TOTAL) TYP.
<br />SIMPSON SDS25212 SCREWS W/
<br />WASHERS IN PRE-DRILLED HOLES
<br />IN HORIZ. LEG, CENTERED ON
<br />ANGLE LEG, TYP. EA. ANGLE
<br />H2
<br />H1
<br />NOTES:
<br />1. FOR INFORMATION SHOWN
<br />BUT NOT NOTED SEE
<br />2. FOR SUPPLEMENTAL ROOF
<br />FRAMING UNDER RTU SEE /1 S3.3
<br />/3 S3.3
<br />(E) SIMPSON CLIP @ EACH END
<br />OF HSS, W/ MIN. (1) SIMPSON
<br />XE METAL SCREW #10X3/4 IN
<br />EACH LEG OF CLIP, V.I.F.
<br />V.I.F. MIN. HSS 4x4x3/16"
<br />L OR W
<br />SIMPSON XE METAL
<br />SCREW #10X3/4 CENTERED
<br />ON VERT. LEG, TYP.
<br />NOTES:
<br />1. MAXIMUM WEIGHT INCLUDES WEIGHT OF EQUIPMENT, (E) CURB AND CURB ADAPTORS, IF
<br />APPLICABLE
<br />2. REMOVE AND REPLACE IN KIND (E) ROOFING, FLASHING AND UNIT ANCHORAGE FOR
<br />VERIFICATION .
<br />3. THE CONTRACTOR SHALL VERIFY (E) STRUCTURAL ATTACHMENTS OF EQUIPMENT, CURB
<br />ADAPTORS, PREMANUFACTURED CURBS, WOOD PLATFORMS, AND ROOF FRAMING TO
<br />ENSURE A COMPLETE LOAD PATH FROM THE EQUIPMENT TO THE ROOF FRAMING. WHERE
<br />SOUND STRUCTURAL ATTACHMENTS ARE MISSING, THE CONTRACTOR SHALL USE THE
<br />REFERENCED DETAILS AS NEEDED TO PROVIDE A COMPLETE CONNECTION. WHERE (E)
<br />STRUCTURAL CONNECTIONS DIFFERENT THAN THOSE SHOWN IN THE REFERENCED
<br />DETAILS ARE PROVIDED, THE CONTRACTOR SHALL NOTIFY THE SEOR AND PROVIDE
<br />SUFFICIENT INFORMATION TO EVALUATE THE ADEQUACY OF THE EXISTING CONNECTION.
<br />4. FOR MINIMUM SUPPLEMENTAL ROOF FRAMING BELOW ROOFTOP EQUIPMENT/CURBS SEE
<br />DETAIL /1 S3.3
<br />Plan Check Number:
<br />Project Number:
<br />20
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<br />S H E E T
<br />--
<br />731 South Highway 101, Suite 1M,
<br />Solana Beach, CA 92075
<br />(714) 639-9860
<br />ry-aoarchitects.com
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<br />238143.00-BLDC
<br />8631 RUSH STREET
<br />ROSEMEAD, CA 91770
<br />626-302-3687
<br />SOUTHERN CALIFORNIA EDISON
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<br />101119260
<br />S3.3
<br />2024-01-24 Issue for Plan Check
<br />2024-06-11 Re-Issue for Plan Check
<br />2024-10-25 RTU Anchorage Added
<br />1" = 1'-0"
<br />EQUIPMENT ANCHORAGE DETAIL141 1/2" = 1'-0"
<br />EQUIPMENT ANCHORAGE DETAIL13
<br />1" = 1'-0"
<br />EQUIPMENT ANCHORAGE DETAIL1 1" = 1'-0"
<br />EQUIPMENT ANCHORAGE DETAIL3
<br />1 1/2" = 1'-0"
<br />EQUIPMENT ANCHORAGE DETAIL11
<br />1" = 1'-0"
<br />EQUIPMENT ANCHORAGE DETAIL6
<br />2
<br />1" = 1'-0"
<br />EQUIPMENT ANCHORAGE DETAIL8
<br />EQUIPMENT SCHEDULE5
<br />CU-3 22 9 12 32 150 No 14/S3.3
<br />CU-1 40 8 31 42 340 No 14/S3.3
<br />HP-12 51 24 59 89 1870 No 6/S3.3
<br />HP-11 33 32 47 74 900 Yes 3/S3.3
<br />HP-10 52 27 33 48 640 Yes 1/S3.3
<br />HP-9 49 31 60 88 1370 Yes 3/S3.3
<br />HP-8 41 12 47 74 800 No 1/S3.3
<br />HP-7 41 12 47 74 800 No 1/S3.3
<br />HP-6 44 17 44 48 700 Yes 1/S3.3
<br />HP-5 44 16 44 48 570 No 8/S3.3
<br />HP-4 50 24 58 88 1430 Yes 3/S3.3
<br />HP-3 41 32 47 74 1020 Yes 3/S3.3
<br />HP-2 49 16 60 88 1150 No 3/S3.3
<br />HP-1 57 46 63 116 2040 Yes 1/S3.3
<br />H1 H2 W L
<br />EQUIPMENT
<br />MARK
<br />OVERALL EQUIPMENT
<br />DIMENSIONS (IN.) MAX WEIGHT
<br />(LBS.)
<br />UNIT
<br />ADAPTER
<br />ANCHORAGE
<br />DETAIL
<br />EQUIPMENT SCHEDULE
<br />2024-10-25 2 RTU Anchorage Added
<br />1327 S Grand Ave
<br />12/12/2024
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