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1/420 ELCO DRIL-FLEX - <br />(ESR- 3332) <br />3" FROM ENDS AND 16" O.C. <br />M JL nP OF VERTICAL <br />0 <br />Z <br />0 <br />N <br />to <br />. v <br />N <br />`' <br />Z <br />w <br />M <br />a <br />O <br />x <br />w <br />W <br />N <br />t <br />0 <br />LU <br />w <br />O <br />J <br />41 /2" <br />HEAD DETAIL AT INTERIOR <br />i <br />Arch Ref: 6/A903 <br />HORIZONTAL DETAIL AT INTERIOR 01 <br />L <br />Arch Ref: 4/A903 10 <br />C <br />C <br />C <br />4112" <br />2 1/8" 4" 2 1/8" <br />41 /2" <br />SILL DETAIL AT INTERIOR 00 <br />J Arch Ref: /A903 21/8" 4" 21/8"00 <br />O <br />J <br />C] <br />Z <br />O_ <br />C9 � <br />Z Z <br />w <br />Z <br />a o <br />O LU <br />x <br />LL N <br />A <br />4 <br />< <br />a <br />Q <br />4 <br />4 <br />< <br />°. <br />< <br />a- <br />a <br />4 <br />" <br />Z <br />° <br />4 <br />v <br />a <br />4 <br />_ <br />SCF-32� <br />sc-422 <br />U- <br />1/4-20 ELCO DRII_-FLEX <br />(ESR-3332) a <br />3" FROM ENDS AND 16" O.C. —A <br />.1 - <br />M nC-420 <br />FF7`1 TOP OF VERTICAL <br />�p N <br />M <br />N HCr-326 <br />r <br />H�&L' <br />D�f5, <br />L AT INTERIOR <br />��A, <br />/A903 <br />01 <br />Q \ a -6 n n <br />< %4"O HITTI KHEZ 4 <br />Z' , (ICC-ESR 3027) <br />W/ 2 )2" MIN. EMBED <br />< ° Li <br />AND 2 %2" MIN. EDGE DIST. <br />3" FROM ENDS AND ° <br /><7 <br />AT 18" O.C. <br />< a <br />G 4 . < 4 <br />4 < <br />� ° a <br />< <br />2 1/8" 4' 2 1/8" <br />4 1 /2" <br />INTERIOR ALUM. DOOR HEAD AT TRANSOM <br />Arch Ref: 3/A903 <br />INTERIOR ALUM. DOOR THRESHOLD <br />J <br />Arch Ref: 2/A903 <br />Deferred Approval <br />These documents (drawings, specifications, or calculations) have been <br />prepared by other design professionals or consultants who are licensed <br />and/or authorized to prepare such documents in California. These <br />documents have been examined by JAMA for design intent and have been <br />found to meet the appropriate structural requirements and the project <br />specifications. <br />RV rlawrence <br />nATF 12/9/2025 <br />JOHN A. MARTIN & ASSOCIATES, INC. <br />STRUCTURAL ENGINEERS <br />950 S. Grand Ave., Fourth Floor, Los Angeles, CA 90015 <br />O <br />0 <br />M <br />N <br />C <br />2 <br />i <br />U <br />0 <br />C <br />a <br />C <br />C <br />C <br />Go <br />qq <br />io <br />�° <br />ch <br />Iti <br />Illlllllllll - <br />N <br />T <br />1 3/4" <br />4 1 /2" <br />< <br />J <br />< <br />< <br />/1 <br />4 <br /><7 <br />� <br />Q <br />� <br />A , <br />J <br />< <br />4 <br />< <br />a <br />A <br />i <br />` <br />< <br />— <br />0 <br />CITY OF SANTA ANA <br />]Go _n_d_Building gency <br />Ptpprov'ed <br />�> O R PERMIT ISSUANCE <br />PROJECT: <br />l <br />SANTA ANA <br />MEMORIAL PARK <br />ak�� SQ4�S_CENTER <br />k .ER ST ) <br />SANTA ANA, CA 92707 <br />ITTz R - N IT <br />PER ARCH. DWG`_-. <br />LUZJut) <br />CLIENT: <br />CITY OF SANTA ANA <br />20 CIVIC CENTER PLAZA, SANTA <br />ANA, CA 92701 <br />REVISION <br />NUMBER] DATE I DESCRIPTION <br />No. 84674 <br />9�F civ t� 0�2 <br />OF CA��E <br />10/13/2025 <br />ISSUE: <br />REVISED SET <br />DATE: <br />09/18/2025 <br />STAMP: <br />SHEET TITLE: <br />SECTION <br />DETAILS <br />SHEET NUMBER: <br />I CW5.05 <br />< <br />