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1201-1235 E Wilshire Ave & 1401-1403, 1425 S Minnie St - Plan
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1201-1235 E Wilshire Ave & 1401-1403, 1425 S Minnie St - Plan
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Entry Properties
Last modified
6/5/2026 5:00:30 AM
Creation date
6/5/2026 5:00:04 AM
Metadata
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Template:
Plan
Permit Number
20186607
20186694
20186695
20186696
20186697
20186698
20186699
20186700
20186701
20186702
20186703
101124723
101124724
101124725
101124726
101124727
101124728
101124729
101124730
101124731
101124732
101124736
Full Address
3001 S Susan St
1201 E Wilshire Ave
1209 E Wilshire Ave
1213 E Wilshire Ave
1221 E Wilshire Ave
1225 E Wilshire Ave
1229 E Wilshire Ave
1233 E Wilshire Ave
1235 E Wilshire Ave
1401 S Minnie St
1403 S Minnie St
1425 S Minnie St
Street Number
1425
Street Direction
S
Street Name
Minnie
Street Suffix
St
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20186607 - Permit
(Permit - Plan)
Path:
\Building\Permits\S\Susan St\3001 S Susan St
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REVIEWED FOR STRUCTURAL
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2/19/26
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C ULTRA RAIL MID CLAMP <br />NTS <br />1. <br />4 <br />1 <br />1.57 <br />1.29 <br />1. <br />3 <br />3 <br />.9 <br />4 <br />1 <br />1.75 <br />.1 <br />9 <br />.33 <br />1. <br />4 <br />8 <br />.57 <br />.60 1.50 <br />1.56 .29 <br />35° <br />54°.96 <br />.90 <br />FLANGE LENGTH <br />(FLAT SURFACE) <br />.39 - 1.21 <br />[10.0 - 30.7] <br />FLANGE THICKNESS <br />.05 - .10 <br />[1.2 - 2.5] <br />MIN BOX WIDTH <br />.22 <br />[5.5] <br />MODULE FRAME GEOMETRY REQUIREMENTS <br />.85 <br />D ULTRA RAIL UNIVERSAL END CLAMP <br />NTS <br />C OMNIBASE WITH STANDOFF TO RAFTER <br />NTS <br />*THE SNAPNRACK OMNISHIELD CAN <br />BE USED TO CHEMICALLY FLASH LOW <br />SLOPE ROOF APPLICATIONS. <br />OMNISHIELD <br />SNAPNRACK ULTRA RAIL STANDARD STANDOFF <br />ON OMNIBASE FOR MOUNTING TO VARIOUS <br />ROOF TYPES <br />REFER TO SNAPNRACK ENGINEERING CHARTS <br />FOR APPLICABLE RAIL SPANS. "BIN" NUMBER ON <br />CHART SHOULD MATCH "BIN" NUMBER ON THIS <br />DRAWING <br />5 16"Ø S.S. LAG SCREW MUST EMBED A MIN. OF <br />212" INTO STRUCTURAL MEMBER FOR <br />SNAPNRACK ENGINEERING TO APPLY <br />REFER TO SNAPNRACK INSTALLATION MANUAL <br />SNAPNRACK OMNIBASE CAN MOUNT IN ANY <br />ORIENTATION ON THE ROOF AND RAILS CAN <br />MOUNT ON ANY SIDE OF THE STANDOFF POST <br />FOR ADDITTIONAL LEVELING DETAILS, REFER TO <br />SNAPNRACK DETAIL DRAWINGS SNR-DC-00334 <br />AND SNR-DC-00447 <br />FOR 5 16"Ø HARDWARE TORQUE SPECIFICATIONS <br />SNAPNRACK STANDOFF, <br />LENGTH VARIES <br />5 16"Ø S.S. LAG SCREW WITH <br />S.S. FLAT WASHER. CHOOSE <br />LENGTH FOR PROPER EMBEDMENT <br />SNAPNRACK, OMNIBASE <br />EXPLODED <br />SNAPNRACK, UR STANDOFF <br />CLAMP ASSEMBLY. VARIES <br />FOR FLUSH AND TILT APPLICATIONS <br />SNAPNRACK, ULTRA RAIL <br />(UR-40 SHOWN) <br />STRUCTURAL MEMBER, <br />WOOD RAFTER, TYP. <br />INSTALLED <br />*FLASH BASE APPROPRIATELY <br />FOR THE APPLICATION, REFER TO <br />SNAPNRACK INSTALLATION MANUAL <br />ROOF DECKING, TYP. <br />SNAPNRACK, ULTRA RAIL <br />(UR-40 SHOWN) <br />212" MIN. EMBEDMENT <br />INTO WOOD RAFTER <br />FOR SNAPNRACK <br />ENGINEERING TO APPLY ATTACHMENT DETAIL <br />STRUCTURAL MEMBER, <br />WOOD RAFTER, TYP. <br />5 16"Ø S.S. LAG SCREW WITH <br />S.S. FLAT WASHER. CHOOSE <br />LENGTH FOR PROPER EMBEDMENT <br />7" STANDOFF SHOWN, <br />LENGTH VARIES <br />MODULE HEIGHT OFF ROOF, RANGE: <br />(SHOWN FOR 7" STANDOFF, <br />ADJUST PER STANDOFF LENGTH) <br />ROOF DECKING, TYP. <br />BASE HEIGHT: <br />.70 <br />3.00 <br />4.00 <br />OMNIBASE, TOP <br />OMNIBASE <br />UR-40: 73 4" - 87 8" <br />UR-60: 83 8" - 912" <br />THE SNAPNRACK TILT-MOUNT (FIXED <br />TILT) IS A SIMPLE SOLUTION FOR <br />INSTALLATIONS REQUIRING MODULE TILT <br />BEYOND THE EXISTING ROOF SLOPE. IT <br />IS DESIGNED FOR TILT ANGLES FROM <br />0°-30° ABOVE THE HORIZONTAL <br />UTILIZING FIXED STANDOFF HEIGHTS <br />THE SNAPNRACK TILT-MOUNT IS <br />COMPATIBLE WITH THE VARIOUS <br />SNAPNRACK ROOF ATTACHMENTS <br />SHOWN. REFER TO SPECIFIC <br />"ATTACHMENT DETAIL" <br />REFER TO SNAPNRACK ENGINEERING <br />CHARTS FOR APPLICABLE RAIL SPANS. <br />"BIN" NUMBER ON CHART SHOULD MATCH <br />"BIN" NUMBER ON THIS DRAWING <br />REFER TO THE SNAPNRACK INSTALLATION <br />MANUAL FOR 5 16" Ø HARDWARE TORQUE <br />SPECIFICATIONS <br />FOR ADDITIONAL SYSTEM <br />REQUIREMENTS, INCLUDING MODULE <br />OVERHANG, SEE "SNR-DC-00329 ULTRA <br />RAIL, SYSTEM OVERVIEW, TYPICAL" <br />SNAPNRACK TILT- <br />MOUNT, FRONT LEG <br />(LENGTH VARIES) <br />PV MODULE, TYP. <br />SNAPNRACK TILT- <br />MOUNT, REAR LEG <br />(LENGTH VARIES) <br />TILT ABOVE <br />ROOF SURFACE <br />(5°-30°) <br />ROOF DECKING, <br />(ROOFING MATERIAL <br />NOT SHOWN) <br />FOR LEVELING REQUIREMENTS SEE <br />"SNR-DC-00334 ULTRA RAIL, COMPONENT <br />DETAIL, LEVELING SPACER ON STANDOFF" <br />RAILS CAN MOUNT ON ANY SIDE OF THE <br />STANDOFF POST <br />FOR "ROOF PITCH" GREATER THAN 7°, <br />"TILT ANGLE" MUST BE IN SAME <br />DIRECTION AS "ROOF PITCH" <br />THE SNAPNRACK OMNISHIELD CAN <br />BE USED TO CHEMICALLY FLASH LOW <br />SLOPE ROOF APPLICATIONS. <br />IT IS REQUIRED WHEN DECK MOUNTING <br />THE SNAPNRACK TILT-MOUNT KIT (FIXED TILT) <br />DETAIL A <br />OMNISHIELD <br />(REFER TO SNR-DC-001255) <br />FIXED TILT, FRONT LEG <br />(RAIL HIDDEN) <br />DETAIL B <br />FIXED TILT, REAR LEG <br />ALLOWABLE ANGLES ROOF PITCH, VARIES <br />INSTALLED SYSTEM <br />5 16"-18 BOLT WITH <br />SERRATED FLANGE NUT, S.S. <br />SNAPNRACK <br />STANDOFF CLAMP <br />SNAPNRACK STANDARD <br />STANDOFF, LENGTH VARIES: <br />5-12" OR 10" <br />SNAPNRACK STANDARD <br />STANDOFF, LENGTH VARIES: <br />10", 14" OR 23" <br />SNAPNRACK ROOF ATTACHMENT - COMPATIBLE <br />WITH ATTACHMENTS SHOWN ABOVE. REFER TO <br />SPECIFIC SNAPNRACK "ATTACHMENT DETAIL" <br />SNAPNRACK AP 90 L FOOT <br />WITH UR MOUNT HARDWARE <br />STRUCTURAL MEMBER, <br />WOOD RAFTER SHOWN <br />A <br />TILT ANGLE, RELATIVE <br />TO HORIZONTAL <br />(30° MAX) <br />B <br />SNAPNRACK TILT- <br />MOUNT, REAR LEG <br />(LENGTH VARIES) <br />SNAPNRACK TILT- <br />MOUNT, FRONT LEG <br />(LENGTH VARIES) <br />SNAPNRACK <br />MODULE CLAMPS <br />PV MODULE, TYP. <br />SNAPNRACK <br />ULTRA RAIL <br />A TILT-MOUNT KIT (FIXED TILT) <br />NTS <br />UR-40 RAIL | UR-45 RAIL | UR-60 RAIL <br />FOR USE WITH SNAPNRACK ULTRA SERIES RAILS <br />2 1 4" <br />1 1 2" <br />1 1 2" <br />1 5 8"1 3 <br />4 " <br />1 1 2" <br />D:\PROJECTS\FEB\19\UPLOAD\WILSHIRE MINNIE\CAD FILE\WILSHIRE MINNIE\WILSHIRE MINNIE_NEW(1).DWG <br />RACKING ATTACHMENT <br />DETAILS <br />CONTRACTOR: <br />ENGINEERING APPROVAL: <br />600 CALIFORNIA ST #1800, SAN <br />FRANCISCO, CA 94104 <br />CA CL #750184 <br />UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN <br />PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT <br />LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. <br />WILSHIRE MINNIE <br />1235 E WILSHIRE AVE, <br />SANTA ANA, CA 92707, USA <br />APN:014-251-49/014-251-50 <br />DEVELOPER: <br />C&C DEVELOPMENT <br />DESCRIPTION DATE REV <br />0ORIGINAL06/23/25 <br />BAHJ COMMENTS #2 12/10/25 <br />CCAHNGED DECK MOUNT TO RAFTER MOUNT 02/18/26 <br />PROJECT DETAILS: <br />PV SYSTEM: <br />·259.12 kW DC <br />·186.2 kW AC <br />·241.45 CEC AC <br />ENERGY STORAGE: <br />·184.8 kW AC <br />·523.8 kWH <br />S401 <br />SHEET SIZE: <br />REVISION: <br />SHEET TITLE: <br />36" X 24" (ARCH D) <br />DESIGNER: <br />FINS_TM <br />C <br />PROJECT NUMBER: <br /> PROP-001235 <br />ASYSTEM DOWNSIZED 09/05/25 <br />AHJ COMMENTS #1 & <br />#SSTAMP <br />WILSHIRE MINNIE <br />1209 E WILSHIRE AVE UNIT# MTR02 <br />1221 E WILSHIRE AVE UNIT# MTR02 <br />1233 E WILSHIRE AVE UNIT# MTR01 <br />1403 S MINNIE ST UNIT# MTR01 <br />APN: 014-251-49 <br />DEVELOPER: <br />C&C DEVELOPMENT
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