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3421 W Segerstrom Ave - Plan
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3421 W Segerstrom Ave - Plan
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Last modified
11/13/2025 6:25:22 AM
Creation date
6/1/2025 12:07:30 PM
Metadata
Fields
Template:
Plan
Permit Number
101116476
Full Address
3421 W Segerstrom Ave
Street Number
3421
Street Direction
W
Street Name
Segerstrom
Street Suffix
Ave
Document Relationships
101116476 - Permit
(Permit - Plan)
Path:
\Building\Permits\S\Segerstrom Ave\3421 W Segerstrom Ave
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4" APPROX. <br />ATTACH W/ (1) 5/16"Ø GR. 5 BOLT <br />4 <br />1 <br />8" <br />0.394" THK. <br />Ø5/8" <br />8" <br />1" TYP. <br />1" TYP.2A <br />3" <br />2.71" <br />14 GA. <br />1/8"TYP. <br />1A <br />7 3/4" <br />2B <br />5.118" <br />2 1/2" <br />7/8"0.394" THK. <br />Ø5/8" <br />3.97" <br />2.71" <br />14 GA. <br />TYP.1/8" <br />1B <br />SOIL <br />2 <br />1 <br />(4) ANCHORS REQ'D PER BASE PLATE <br />SLAB ON <br />GRADE <br />1/2"Ø ANCHOR <br />3 3/4" NOMINAL EMBED. <br />2A <br />(2) ANCHORS REQ'D PER BASE PLATE 2B 16 GA. <br />1 25/32" <br />1 3/8" <br />.355" <br />1.978" <br />.355" <br />.5" <br />.364" <br />2.688" <br />.364" <br />13 GA. <br />6" MIN..5"1.5" <br />Ø.375" <br />10" <br />2" <br />2" <br />3 5/16"7 GA. <br />1" <br />1 5/8" <br />2" <br />2" <br />5 15/16" <br />16 GA. <br />1 3/4"1" <br />1 5/8" <br />5C <br />6B <br />TYP.1/8" <br />TYP.1/8" <br />8"2" <br />2" <br />3 5/16"7 GA. <br />1" <br />1 5/8" <br />2" <br />5"16 GA. <br />1 3/4"1" <br />1 5/8" <br />TYP.1/8" <br />TYP.1/8" <br />6A <br />5B <br />8"2" <br />2" <br />3 5/16"7 GA. <br />1" <br />1 5/8" <br />2" <br />4" <br />16 GA. <br />1 3/4"1" <br />1 5/8" <br />TYP.1/8" <br />TYP.1/8" <br />6A <br />5A <br />2" TYP. <br />1 <br />5 <br />6 <br />48" <br />48" <br />48" <br />48" <br />192" <br />96" <br />6" <br />24" <br />24" <br />32" <br />32" <br />64" <br />192" <br />42" <br />FRONT VIEW SIDE VIEW <br />4,000# <br />4,000# <br />4,000# <br />4,000# <br />TYPE 1 <br />(SINGLE ROW) <br />48" <br />48" <br />48" <br />48" <br />192" <br />96" <br />6" <br />24" <br />24" <br />32" <br />32" <br />64" <br />192" <br />42" <br />FRONT VIEW SIDE VIEW <br />4,000# <br />4,000# <br />4,000# <br />4,000# <br />TYPE 1 <br />(BACK TO BACK) <br />12"42" <br />144" <br />48" <br />192" <br />144" <br />FRONT VIEW <br />6,000# <br />TYPE 4 <br />(BACK TO BACK) <br />6,000# <br />12" <br />192" <br />120" <br />FRONT VIEW <br />1,500# <br />TYPE 2 <br />(BACK TO BACK) <br />24" <br />1,500#24" <br />1,500#24" <br />1,500#24" <br />1,500# <br />30" <br />54" <br />4,000# <br />4,000# <br />48" <br />48" <br />48" <br />48" <br />192" <br />144" <br />6" <br />24" <br />24" <br />192" <br />60" <br />FRONT VIEW SIDE VIEW <br />5,400# <br />TYPE 3 <br />(SINGLE ROW) <br />24" <br />28" <br />76" <br />1A 2A1A2A <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />4A TYP5A5B5C <br />5A 5C <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />1B 2B <br />4B TYP <br />1A 2A <br />4A TYP <br />5,400# <br />5,400# <br />5,400# <br />6" <br />24" <br />24" <br />32" <br />32" <br />64" <br />192" <br />42" <br />SIDE VIEW <br />12"42" <br />1A 2A1A2A <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />4A TYP <br />6" <br />24" <br />24" <br />32" <br />32" <br />64" <br />192" <br />42" <br />SIDE VIEW <br />12"42" <br />1A 2A1A2A <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />DBL. BRACE <br />4A TYP <br />4 <br />2 <br />5 <br />1 <br />7 <br />V-A <br />6 <br />3 <br />V-B <br />16 GA. <br />2 3/4" <br />1 3/8" <br />V-A TYPICAL BRACE TO COLUMN CONNECTION 1A COLUMN <br />2A BASE PLATE <br />1B COLUMN <br />2B BASE PLATE <br />3 ANCHOR 4A HORIZONTAL & DIAGONAL BRACE <br />V-B TYPICAL BEAM TO COLUMN CONNECTION 5A BEAM <br />6A CONNECTOR <br />5B BEAM <br />6A CONNECTOR <br />STORAGE RACK ELEVATIONS <br />7 ROW SPACER (FOR ALIGNMENT PURPOSES) <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />DRAWING NUMBER: <br />DESCRIPTION: <br />DRAWN BY: <br />DATE: <br />LAST REV. BY: <br />REV. DATE: <br />APRV'D BY: SAL E. FATEEN <br />TYPE: <br />DA <br />T <br />E <br />RE <br />V <br />. <br /> <br />B <br />Y <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />SCALE:N.T.S. <br />Tel.(909)869-0989 <br />Covina, California <br />EST. 1985 <br />ENGINEERING, INC.1130 E. Cypress St. <br />SEIZMIC <br />91724 <br />SEIZMIC <br />PA <br />C <br />E <br /> <br />S <br />U <br />P <br />P <br />L <br />Y <br />34 <br />2 <br />1 <br /> <br />W <br />. <br /> <br />S <br />E <br />G <br />E <br />R <br />S <br />T <br />R <br />O <br />M <br /> <br />A <br />V <br />E <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 />M.V. / T.C. <br />06/14/23 <br />MEC <br />STORAGE <br />RACK <br />DETAILS <br />23-1423-A <br />1 <br />09 <br />/ <br />1 <br />9 <br />/ <br />2 <br />3 <br /> <br />M <br />. <br />V <br />. <br /> <br />R <br />E <br />V <br />I <br />S <br />E <br />D <br /> <br />D <br />I <br />M <br />S <br />, <br /> <br />C <br />A <br />L <br />L <br />O <br />U <br />T <br />S <br /> <br />& <br /> <br />" <br />K <br />E <br />Y <br /> <br />P <br />L <br />A <br />N <br />" <br />GENERAL CONFIGURATION <br />4B HORIZONTAL & DIAGONAL BRACE <br />No. 25969E E <br />CS <br />R <br />TTEA <br />FO NRL <br />I <br />VII <br />ACL FO <br />AI <br />R <br />OF <br />E.ETSIG <br />D RP <br />SAERL <br />AL <br />N <br />OSISEEEN <br />TAFEE GN <br />I <br />EN <br />E <br />EXPIRES12-31-2023 <br />STRUCTURAL NOTES: <br />1. DESIGNED PER SECTION 2209 OF THE 2022 CBC. <br /> Fa = 1.2 & Ss = 1.31 <br /> SEISMIC DESIGN CATEGORY: D. <br />2. STORAGE CAPACITY: SEE ELEVATIONS <br />3. STEEL: ASTM A1011 FOR SHAPE Fy = 55,000 PSI GRADE 55. <br />4. ALL BOLTS: A307 (UNLESS OTHERWISE NOTED). <br />5. ANCHORS: HILTI KB 1, ICC #ER-678 <br />6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING <br /> ANCHOR INSTALLATION. <br />7. CONCRETE: 6" THICK x 3,000 PSI. <br />8. MODULUS OF SUB-GRADE REACTION: 50 PCI. <br /> (DISTURBED SOIL: 500 PSF) <br />9. THE MAXIMUM TOP TO BOTTOM OUT-OF-PLUMB RATIO AND OUT-OF- <br /> STRAIGHT RATIO RACK COLUMN IS 1/240 (FOR EXAMPLE 1/2" PER 10 <br /> FEET OF HEIGHT). COLUMN WHOSE OUT-OF-PLUMB RATIO OR OUT- <br /> OF-STRAIGHT RATIO EXCEEDS THIS LIMIT SHALL BE UNLOADED AND <br /> RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR REPLACED. <br />10. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE <br /> RACK SYSTEM BY ASSURING PROPER OPERATIONAL, HOUSE KEEPING, <br /> AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO, <br /> THE FOLLOWING: <br /> A) PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF THE <br /> OVERALL RACK SYSTEM. <br /> B) REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, <br /> IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPLACE OR <br /> REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL <br /> COMPONENTS. <br /> C) REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE OPERATING <br /> CONDITION. <br /> D) ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD <br /> SUPPORT MEMBERS IN PROPERLY STACKED AND STABLE POSITION. <br /> E) REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE <br /> PROPERLY STACKED AND STABLE. <br /> F) PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING <br /> THE TOP MOST POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY <br /> DESIGNED FOR SUCH LOADING. <br /> G) ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A <br /> MANNER NOT WITHIN THE ORIGINAL DESIGN CONFIGURATIONS. <br />11. A PERMANENT PLACARD EACH NOT LESS THAN 50 SQUARE INCHES IN <br /> AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, <br /> LEGIBLE PRINT WILL BE DISPLAYED IN ONE OR MORE CONSPICUOUS <br /> LOCATIONS AT THE DISCRETION OF THE CITY'S INSPECTOR. <br />5C BEAM <br />6B CONNECTOR <br />1 <br />1 <br />11 <br />11 1 <br />11 <br />6 CONNECTOR <br />5 BEAM <br />V-B TYPICAL BEAM TO COLUMN CONNECTION <br />4 HORIZONTAL & DIAGONAL BRACE <br />3 ANCHOR <br />2 BASE PLATE <br />1 COLUMN <br />V-A TYPICAL BRACE TO COLUMN CONNECTION <br />DETAIL #PART DESCRIPTION <br />KEY NOTES <br />FOR ILLUSTRATION PURPOSES ONLY <br />1 <br />1 <br />No 25969E ERR <br />OOOOOOOOOOOOOOOOOOOOOOOOOFFFFFFFFFFFFFFFFFFF <br />E.EEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTSSSSSSSSSSSSSSIG <br />DDDDDDDDDD RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP <br />SSSSSSAEEEEEEEERRRRRRRRRRRRRL <br />AAAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLLLLLLLLLLLLLLLLL <br />N <br />OOOOOOOOOOOOOOOOOOOOOOOOOOSIIIIIIIIIIIISEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEN <br />TAAAAAAAAAAAAAAAAAAAAAAAAAAAFEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE GGGGGGGGGGGGGNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN <br />I <br />EN <br />EEEEE <br />LY <br />A <br />F SSEEEEEEEEEEEEEEEE <br />Digitally <br />signed by Sal <br />Fateen <br />Date: <br />2023.09.22 <br />06:48:08-07'00' <br />3421 W Segerstrom Ave - <br />10111647610/31/2023
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