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1031 W 1st St - Plan
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Last modified
6/5/2025 7:35:41 AM
Creation date
6/5/2025 7:35:34 AM
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Plan
Permit Number
40139270
101119950
Full Address
1031 W First St
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A.6 A.6 <br />A.8 A.8 <br />(E <br />) <br /> <br />2 <br />x <br />4 <br /> <br />A <br />T <br /> <br />2 <br />4 <br />(E <br />) <br /> <br />2 <br />x <br />4 <br /> <br />A <br />T <br /> <br />2 <br />4 <br />(E <br />) <br /> <br />2 <br />x <br />4 <br /> <br />A <br />T <br /> <br />2 <br />4 <br />(N <br />) <br /> <br />4 <br />x <br />1 <br />0 <br />(N <br />) <br /> <br />4 <br />x <br />1 <br />0 <br />2 <br />2 <br />22 <br />3 <br />S3.13 <br />S3.1 <br />4 <br />S3.1 <br />(E) 6x14 DF-1 BEAM <br />(N) 6x8 <br />(E) 6x14 DF-1 BEAM <br />(E) SIDE-DRAFT <br />DUCT & (E) ROOF <br />PEN OPENING <br />5 <br />S3.1 <br />8 <br />S3.1 <br />TYP <br />B B <br />B.2 B.2 <br />(E) 6x14 DF-1 PURLIN <br />(E) 6x14 DF-1 PURLIN <br />(E <br />) <br /> <br />2 <br />x <br />4 <br /> <br />A <br />T <br /> <br />2 <br />4 <br />2 <br />22 <br />2 <br />(E <br />) <br /> <br />2 <br />x <br />4 <br /> <br />A <br />T <br /> <br />2 <br />4 <br />3 <br />S3.1 <br />3 <br />S3.1 <br />(E) SIDE-DRAFT <br />DUCT & (E) ROOF <br />PEN OPENING <br />5 <br />S3.1 <br />4 <br />S3.1 <br />(N) 6x8 <br />8 <br />S3.1 <br />TYP <br />(N <br />) <br /> <br />4 <br />x <br />1 <br />0 <br />(N <br />) <br /> <br />4 <br />x <br />1 <br />0 <br />5' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />MA <br />X <br />1' <br /> <br />- <br /> <br />0 <br />" <br />(E) ROOF SHEATHING <br />PER PLAN <br />(E) 2x4 SUB-PURLINS <br />AT 24" O/C <br />±5° <br />45.00° <br />(E) 6x14 PURLIN <br />L3x3x1/4 BRACE AT EA <br />VERTICAL, 10'-0" O/C MAX <br />HSS3x3x1/4 CONT <br />TOP RAIL <br />HSS3x3x1/4 VERTICAL <br />AT 10'-0" O/C MAX <br />L3x3x1/4 W/ (4)-SDS1/4x2.5" <br />SCREWS TP BLOCK <br />4x BLOCK W/ (4)-SDS1/4x6" <br />SCREWS TO BEAM BELOW <br />(N) 4x BRACE <br />BEAM PER PLAN <br />(N) SIMSPON <br />'HU' HANGER <br />4x BLOCK W/ (4)-SDS1/4x6" <br />SCREWS TO BEAM BELOW <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />' <br />L <br />. <br />NOTE: <br />WATERPROOFING, FLASHING, METAL <br />FINISH AND REMAINDER OF INFO PER <br />ARCH'L. <br />3/16TYP <br />3/16TYP <br />HSS3x3x1/4 BOTTOM RAIL <br />3/8"x3-1/2"x0'-9" PLATE W/ (4)- <br />SDS1/4x4.5" SCREWS TO BLK <br />3/16 TYP3/16TYP <br />3/16 TYP <br />STEEL SCREEN PER <br />ARCH'L. W/ 10'-0" O/C <br />MAX SPAN CAPACITY <br />3 1/2" <br />9" <br />1 <br />1 <br />/ <br />2 <br />" <br />1 <br />1 <br />/ <br />2 <br />" <br />1" <br />1 1/2" <br />1" <br />SECTION 'A' <br />A <br />5' <br /> <br />- <br /> <br />0 <br />" <br /> <br />M <br />A <br />X <br />MA <br />X <br />1' <br /> <br />- <br /> <br />0 <br />" <br />(E) ROOF SHEATHING <br />PER PLAN <br />(E) 2x4 SUB-PURLINS <br />AT 24" O/C <br />±5° <br />45.00° <br />(E) 6x14 PURLIN <br />L3x3x1/4 BRACE AT EA <br />VERTICAL, 10'-0" O/C MAX <br />HSS3x3x1/4 CONT <br />TOP RAIL <br />HSS3x3x1/4 VERTICAL <br />AT 10'-0" O/C MAX <br />L3x3x1/4 W/ (4)-SDS1/4x2.5" <br />SCREWS TP BLOCK <br />4x BLOCK W/ (4)-SDS1/4x6" <br />SCREWS TO BEAM BELOW <br />4x BLOCK W/ (4)-SDS1/4x6" <br />SCREWS TO BEAM BELOW <br />PE <br />R <br /> <br />A <br />R <br />C <br />H <br />' <br />L <br />. <br />NOTE: <br />WATERPROOFING, FLASHING, METAL <br />FINISH AND REMAINDER OF INFO PER <br />ARCH'L. <br />3/16TYP <br />3/16TYP <br />HSS3x3x1/4 BOTTOM RAIL <br />3/8"x3-1/2"x0'-9" PLATE W/ (4)- <br />SDS1/4x4.5" SCREWS TO BLK <br />3/16 TYP3/16TYP <br />3/16 TYP <br />STEEL SCREEN PER <br />ARCH'L. W/ 10'-0" O/C <br />MAX SPAN CAPACITY <br />3 <br />1 <br />/ <br />2 <br />" <br />9" <br />1 1/2"1 1/2" <br />1" <br />1 <br />1 <br />/ <br />2 <br />" <br />1" <br />SECTION 'A' <br />A <br />(N) ROOF BEAM PER PLAN <br />W/ 'HU' HGR EA END <br />4x SLEEPER W/ INVERTED A35 EA. <br />SIDE AT 12" O/C (RIPPED TO <br />LEVEL) <br />(E) 2x4 SUB-PURLINS <br />AT 24" O/C <br />B.N. <br />(2)-L2x2x3/16x0'-6" CLIPS EA. <br />SIDE OF UNIT W/ (2)-SIMPSON <br />SDS1/4x3.5" SCREWS , TYP. <br />STEEL HVAC UNIT RAIL BY <br />MANUFAC <br />HVAC UNIT W/ ATTACHMENT <br />BY MANUFACTURER <br />ROOF SHEATHING PER PLAN <br />(N) 2x4 AT 24" O/C W/ <br />'LUS' HANGERS <br />6x8 PLATFORM BEAM SPANNING <br />BETWEEN 4x8 UNIT SUPPORT BMS <br />(RIP TO LEVEL) <br />(2)-L2x2x3/16x0'-6" CLIPS EA. <br />SIDE OF UNIT W/ (2)-SIMPSON <br />SDS1/4x3.5" SCREWS , TYP. <br />STEEL HVAC UNIT RAIL BY <br />MANUFAC <br />HVAC UNIT W/ ATTACHMENT <br />BY MANUFACTURER <br />ROOF SHEATHING PER PLAN <br />(N) 2x JOISTS TO ADD ONTO (E) <br />PLATFORM <br />(E) 2x4 SUB-PURLINS <br />AT 24" O/C <br />(N) 3/4" THK PLYWOOD <br />PLATFORM TOP <br />4x8 PLATFORM BEAM (RIP TO <br />LEVEL) <br />(2)-L2x2x3/16x0'-6" CLIPS EA. <br />SIDE OF UNIT W/ (2)-SIMPSON <br />SDS1/4x3.5" SCREWS , TYP. <br />STEEL HVAC UNIT RAIL BY <br />MANUFAC <br />HVAC UNIT W/ ATTACHMENT <br />BY MANUFACTURER <br />ROOF SHEATHING PER PLAN <br />(N) 2x JOISTS TO ADD ONTO (E) <br />PLATFORM <br />(E) 2x4 SUB-PURLINS <br />AT 24" O/C <br />(N) 3/4" THK PLYWOOD <br />PLATFORM TOP <br />(E) 2x4 SUB-PURLINS <br />AT 24" O/C <br />A35 AT 12" O/C <br />(E) 6x PURLIN AT 8'-0" O/C <br />(N) ROOF BEAM PER PLAN <br />W/ 'HU' HGR EA END <br />EXTEND 6x8 TO BEAR ON TOP OF <br />(N) 4x ROOF BEAM BELOW, TYP EA <br />END <br />(E) 2x4 SUB-PURLINS <br />AT 24" O/C <br />(2)-L2x2x3/16x0'-6" CLIPS EA. <br />SIDE OF UNIT W/ (2)-SIMPSON <br />SDS1/4x3.5" SCREWS , TYP. <br />STEEL HVAC UNIT RAIL BY <br />MANUFAC <br />HVAC UNIT W/ ATTACHMENT <br />BY MANUFACTURER <br />ROOF SHEATHING PER PLAN <br />(N) 6x8 <br />4 <br />S3.1 <br />Job. No. <br />Date <br />Drawn/Checked by <br />Scale <br />FOR PLAN <br />REVIEW ONLY <br />This and all other project documents and all ideas, aesthetics and <br />designs incorporated therein are instruments of service. <br />All project documents are the registered property of ITZEN. (ITZEN) <br />and cannot be lawfully used in whole or in part for any project or <br />purpose except as described in the contractual agreement between <br />ITZEN and Client. ITZEN hereby gives formal notice that any such <br />project document use, reproduction or modification (misuse) is not only <br />unlawful but automatically binds all parties involved with misuse to fully <br />indemnify and defend ITZEN and ITZEN's Consultants to the maximum <br />legal extent against all losses, demands, claims or liabilities arising <br />directly or indirectly from project document misuse. <br />Project documents describe design intent of work and are not a <br />representation of as-built or existing conditions. ITZEN and ITZEN's <br />Consultants make no representations concerning the accuracy of <br />documents and are not responsible for any discrepancies between <br />project documents and the existing conditions. <br />Copyright 2020C <br />mailing: <br />1800 N. Bristol Street #C-418 <br />Santa Ana CA 92706 <br />714-716-5042 <br />sayhello@ITZEN.com <br />www.ITZEN.com <br />. <br />PR <br />I <br />N <br />T <br /> <br />D <br />A <br />T <br />E <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />S <br />t <br />a <br />t <br />u <br />s <br />: <br />CONSULTING STRUCTURAL ENGINEERS <br />3198-G AIRPORT LOOP DRIVE <br />COSTA MESA, CA 92626 <br />PHONE: (714) 556-5475 <br />. <br />CROSS ENGINEERING <br />No. 3886 <br />STRUCT URAL <br />KIRK D .CROSS <br />R <br />EGISTEREDPROFESSIONALENGINEER <br />STATEOF CALIFORNIA <br />. <br />As indicated <br />8/ <br />1 <br />2 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />1 <br />: <br />3 <br />5 <br />: <br />5 <br />6 <br /> <br />A <br />M <br />CE 24-101 <br />02-02-2024 <br />CE <br />AS <br />S <br />I <br />S <br />T <br />A <br />N <br />C <br />E <br /> <br />L <br />E <br />A <br />G <br />U <br />E <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />10 <br />3 <br />7 <br /> <br />W <br />E <br />S <br />T <br /> <br />F <br />I <br />R <br />S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <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 />3 <br />ME <br />C <br />H <br />A <br />N <br />I <br />C <br />A <br />L <br /> <br />E <br />Q <br />U <br />I <br />P <br />M <br />E <br />N <br />T <br /> <br />S <br />C <br />R <br />E <br />E <br />N <br />STRUCTURAL <br />DETAILS <br />S3.1 <br />AG <br />E <br />N <br />C <br />Y <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />1/2" = 1'-0"1 ENLARGED ROOF FRAMING PLAN <br />1/2" = 1'-0"2 ENLARGED ROOF FRAMING PLAN <br />SCALE: <br />1" = 1'-0"6EQUIPMENT SCREEN <br />SCALE: <br />1" = 1'-0"7EQUIPMENT SCREEN <br />SCALE: <br />1" = 1'-0"3Mechanical UnitSCALE: <br />1" = 1'-0"4Mechanical Unit <br />SCALE: <br />1" = 1'-0"5Mechanical UnitSCALE: <br />1" = 1'-0"8Mechanical Unit <br />REV DESCRIPTION DATE <br />AGENCY RESUBMITTAL 1 08-14-24 <br />1031 W 1st St - <br />101119950 & 4013927010/18/2024
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