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HomeMy WebLinkAboutHOLD- 4621 W First St - Plan (2)5580 SF 3568 SF 2012 SF sheet index: sheet no. issue / date: consultant: The above drawings and specifications and ideas, designs and arrange- ments represented thereby are and shall remain the property of the designer, and no part thereof shall be copied, disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared and developed without the written concent of the designer. Visual contact with these plans orspecifications shall constitute conclusive evidence of acceptance of Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen- sions and conditions on the job and this office must be notified of anyvariations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro- these restrictions. ceeding with fabrication. owner information: project location: project no: phase: date: scale: drawn by: 10927 downey avenue #D downey, ca 90421 p 562.861.3883 formBstudio@gmail.com FORM STUDIO in cFORMFORM SP1 . SITE PLAN SANTA ANA, CA 4621 WEST 1ST STREET . SANTA ANA, CA 4621 WEST 1ST STREET PAUL SULLIVAN ALAN'S LANDSCAPE . NOTED 12/2/2022 . 1212076 site plan retail area storage area SCOPE OF WORK TYPE VB C-G GENERAL COMMERCIAL M= MERCANTILE CONSTRUCTION TYPE: OCCUPANCY: ZONE: 28,375.60 SQ. FT.GROSS AREA (LOT) RETAIL/ OFFICE / STORAGE AREA LEGAL DESCRIPTION ASSESSOR'S ID. No. 100-641-10 1NUMBER OF STORIES NOFIRE SPRINKLER 3,568 SQ. FT. PROJECT SUMMARY EXISTING PARKING EXISTING STANDARD SPACES 21 SPACES ( INCLUDING 2 HANDICAP SPACE) VICINITY MAP TOTAL BUILDINGS 2 STRUCTURES TOTAL: 5,580 SQ. FT. STORAGE 2,012 SQ. FT. BUILDING 2 BUILDING 1 U= STORAGE CODE COMPLIANCE REMOVE ALL NON PERMITTED STORAGE AND ROOF COVERING STRUCTURES LOWER WALL HEIGHT OF PROPERTY LINE WALLS TO MAXIMUM 10'-0" HIGH REMOVE ROLL UP DOOR AND INSTALL NEW 48" IRON GATE @ SOUTH PROPERTY LINE 11/25/23 - PLANNING FIRE PREVENTION CODE: DISABLED ACCESS: ELECTRICAL: BUILDING: 2022 EDITION OF CALIFORNIA ELEC. CODE CURRENT EDITION OF CALIFORNIA TITLE 24 2022 CALIFORNIA FIRE CODE GREEN CODE:2022 EDITION OF CALIFORNIA GREEN CODE CITY OF SANTA ANA MUNICIPAL CODES 2022 EDITION OF CALIFORNIA BUILDING CODE CODES 25'-8" BLOCK WALL HEIGHT: 71" METAL FENCE HEIGHT: 38" 34'-2" BLOCK WALL HEIGHT: 74" METAL FENCE HEIGHT: 38.5" 22'-6" BLOCK WALL HEIGHT: 79" METAL FENCE HEIGHT: 38.5" 44'-2" BLOCK WALL HEIGHT: 81.5" METAL FENCE HEIGHT: 30.5" 16 ' - 0 " BL O C K W A L L H E I G H T : 6 6 " ME T A L F E N C E H E I G H T : 5 0 " 91 ' - 5 " 21 ' - 7 " BL O C K W A L L H E I G H T : 6 4 " ME T A L F E N C E H E I G H T : 5 0 . 5 " BL O C K W A L L H E I G H T : 6 7 " ME T A L F E N C E H E I G H T : 5 0 " 14'-8" BLOCK WALL HEIGHT: 90" METAL FENCE HEIGHT: 22" 90'-10" BLOCK WALL HEIGHT: 82" METAL FENCE HEIGHT: 31" 02/10/2025 - ADD1- SITE WALLS - HEIGHTS NOTE : ALL WALL HEIGHTS TO BE MAX 10'-0" HIGH NOTE : ALL WALL HEIGHTS TO BE MAX 10'-0" HIGH NO T E : A L L W A L L H E I G H T S T O B E M A X 1 0 ' - 0 " H I G H REVISION TO APPROVED PERMIT NO. # 104118583 PLANNING: P. RAJ, BLDG: T. LE 05/27/2025 - ADD1- SITE WALLS - HEIGHTS TOT -AL 44:EI(�-�T NOT TO :EXCEEi 10' C,MU'DLOCK W-ALL NOT TO E EXCEE-P q' — property wall elevation i-naan� nt>=n 1+n>=tni t>=�ii-t FENCE DETAIL 5CRELU5 6 EACN CTION :2x 1/4" N55 EMBEDDED 4" INTO BLOCK OLD GROUT 1. 1)w 1/All 1J4Q, CM==r_)r_) =r) FRONT VIEW SIDE VIEW EXISTING CONDITION TYPICAL 0 property wall elevation SCALE: NT5 ROGATED METAL PANEL /4" N55 EMBEDDED qTO BLOCK D GROUT PROPERTY LINE L #EI(�-4 T N OT TO :EX CEV 10' 3LOCK WALL NOT TO EXCEL P q' PROPERTY L Il 124 CMU PILA BUILDING LINE !E A:ET-AL TO mATG44 -FENCE 'T#E� R 6j-ATE 12A2 CMU PILASTERS PROPOSED CONDITION © west side gate 5GALE: NT5 FO;14W PILA5TE west side gate 0 enlarged plan of gate SCALE: NTS BUILDING LINE :ORROGATED METAL O BE REMOVED 12x12 GMU PILASTERS EXISTING CONDITION © west side gate 5GALE: NT5 ITY OF SANTA ANA ining and Building Agency C.J "ram 10 109 Wdoieyyvenue "#Ddowney, ca 90421 F R PERMITor[55V, AN Ma er ID: D a tl: consultant: owner information: ALAN'S LANDSCAPE PAUL SULLIVAN 4621 WEST 1ST STREET SANTA ANA, CA project location: 4621 WEST 1 ST STREET SANTA ANA, CA issue 1 date: The above drawings and specifications and ideas, designs and arrange- ments represented thereby are and shall remain the proppertyy of the des per, and no part thereof shall be copied, disclosed to ofhers or used in connection with any work or project other than the specified Pro tect for which they have been prepared and developed without the written concent of the desi ner. Visual contact with these fans or specifications shall constitulle conclusive evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractor shall verify and be responsible for all dimen- sions and conditions on the job and this office must be notified of any variations from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before pro- ceeding with fabrication. project no: 1212076 phase: date: 12/2/2022 scale: NOTED drawn by: sheet index: WALL DETAIL SP3 sheet no. AT INTERIOR WEAKENED PLANE JOINT: SAWCUT SLAB AS SOON AS POSSIBLE AFTER POUR (AVOID SPALLING CORNERS) REINF. PER PLAN CLEAN GRAVEL PER PLAN VAPOR BARRIER PER PLAN PAD GRADE AT GARAGE/EXTERIOR WEAKENED PLANE JOINT: SAWCUT SLAB AS SOON AS POSSIBLE AFTER POUR (AVOID SPALLING CORNERS) REINF. PER PLAN SAND PER PLAN PAD GRADE 134 578 911 SLAB ON GRADE STEP IN SLAB SLAB EDGE FINISH GRADE TURN TRANSVERSE REINF. & PROVIDE DOUBLE CONT. REINF. AT EDGE STEPPING CONTINUOUS FOOTING FOOTING AT PIPE/CONDUIT REINFORCEMENT HOOKS & BENDSTIES & STIRRUPS STEP DOWNSTEP UP FOOTING INTERSECTIONS ENDINTERSECTIONCORNER TOP REINF. CONT. THRU OPTIONAL C.J. REINF. SAME SIZE & SPACING AS FOOTING REINF. FOOTING STEP AS REQD. FOOTING STEP AS REQD. REINF. SAME SIZE & SPACING AS FOOTING REINF. TOP BARS (WHERE OCCURS)2 #5 U.O.N. STD. HOOK ALL CORNERS & INTERSECTIONS SHALL HAVE 2 #5 VERTICAL U.O.N. PROVIDE OUTSIDE CORNER LAP BARS PROVIDE STD. 90° HOOK AT INSIDE BARS NOTE: PLACE CONCRETE FILL AROUND SLEEVES BEFORE POURING FOOTING PADS. FILL SHALL BE SAME WIDTH AS FOOTING AND FULL DEPTH OF PIPE TRENCH. NOTE: WHERE PIPES ARE MORE THAN 2'-0" BELOW OF FOOTING. STEP FOOTING DOWN PER TYPICAL FOOTING STEP DETAILBACKFILL TRENCH AND RECOMPACTION TO 90 PERCENT COMPACTION NO DIGGING FOR PIPE TRENCH PARALLEL TO FOOTING BELOW THIS LINE (STEP FTG. DOWN AS REQ'D) TRENCH FOOTING NO PIPES TO BE PLACED WITHIN THIS HEIGHT SLEEVE: I.D. SLEEVE SHALL BE 2" (MIN.) LARGER THAN O.D. OF PIPE DIA. = 6 db (FOR #3 THRU #8) DIA. = 8 db (FOR #9, #10 & #11) DIA. = 10 db (FOR #14 & #18) (db = BAR DIAMETER) NOTE: BEND 4 db MINIMUM FOR STIRRUPS & TIES. NOTE: FOR SIZE & SPACING OF ALL TIES AND STIRRUPS, REFER TO SCHEDULE AND/OR TYPICAL DETAILS. ALTERNATE POSITION OF 135° AND 90° BENDS TYPICAL ALTERNATE POSITION OF SUCCESSIVE TIE SPLICES TYPICAL. DIMENSION "a" FOR #3 TIES = 5" FOR #4 TIES = 5 12" FOR #5 TIES = 6" TYPICAL COLUMN TIES BEAM STIRRUPS OPTIONALDUCTILE A B C D E CONC. & MASONRY OPENING ADDITIONAL #4 @ 16" PER JAMB DETAIL BELOW WHERE MIN. DIST. CANNOT BE OBTAINED, EXTEND BARS AS FAR AS POSSIBLE AND HOOK. THESE BARS NOT TO BE USED WHERE LARGER LINTEL OR JAMB BARS ARE SHOWN ON PLAN NOTE: TRIM BARS ARE IN ADDITION TO TYP. WALL REINFORCING. 1-#6 @ 8" WALLS AND 2-#6 @ 12" WALLS AT OPENINGS LESS THAN 8'-0". 1-#7 @ 8" WALLS AND 2-#7 @ 12" WALLS AT OPENINGS FROM 8'-0" TO 14'-0". 12" MASONRY LINTEL 8" MASONRY LINTEL (SILLS SIMILAR) 21 2 " C L R . 2" C L R . 48 D I A . 2- #6 MIN. EA END 48 DIA. LAP**1-#6 MIN. EA END#4 @ 16" "L" = FROM 2'-8" TO 6'-0" ADD #4 @ 16" 2'-6"4" CLR. 8" MASONRY JAMB 12" & 16" MASONRY JAMB ADD #4 @ 16" 2'-6"4" CLR. **WHERE "L" IS LESS THAN 2'-8" USE ONE PIECE REBAR PER COLUMN TIE DETAIL. WHERE "L" IS GREATER 6'-0" USE TYPICAL JAMB DETAIL.THAN 12" & 16" MASONRY PIER JAMB AND SILL REINF. SAME AS ABOVE #4 @ 16" 48 DIA. LAP** "L" = FROM 2'-8" TO 6'-0" 48 DIA. 64 D I A . JAMB REINF. FROM BELOW, WHERE OCCURRING. MATCH REINF. ABOVE **WHERE "L" IS LESS THAN 2'-8" USE ONE PIECE REBAR WITH STANDARD HOOK AT BOTH ENDS. WHERE "L" IS GREATER THAN 6'-0" USE TYPICAL JAMB DETAIL. 8" MASONRY PIER NOTE: ADD VERTICAL JAMB BAR AT ALL END OF WALLS POUR LINE CONC. BLK. INTERSECTIONS 2-#5 U.O.N.40 DIA. 2'-0" MIN. TYP. 40 DIA. 2'-0" MIN. TYP. STD. HOOKS ALTERNATE CORNER BARS PROVIDE CORNER LAB BARS ALL CORNERS & INTERSECTIONS SHALL HAVE 2-#5 VERTICAL U.O.N. CORNER INTERSECTION END (HORIZONTAL REINF. AT CENTER OF WALL) 4 6 2 1 W E S T 1 S T S T R E E T NE W F E N C E 46 2 1 W E S T 1 S T S T R E E T SA N T A A N A , C A 9 2 7 0 3 JOSE RAMIREZ, PE jose@ramirezstructural.com (562) 519-6045 ig: @ramirezstructural www.ramirezstructural.com REVISION DESCRIPTION DATE A B C PROJECT NO.23-101 DATE:1/18/24 RAMIREZSTRUCTURAL INC TYPICAL DETAILS S3.0 13 578 12 34 6 5-#4 CONT. (MIN. LAP=2'-6") 2' - 6 " M I N . (B R G . D E P T H ) 24 " M I N . 3" CL R . TY P 8" CON. BLOCK WALL w/ #4 VERT. @16" O.C. (CTRD) & #4 HORIZ. @ 24 O.C. (CTRD) (SOLID GROUT)9' - 0 " MA X . 4'-0" MIN. 1' - 0 " HARDSCAPE OR PAVING (WHERE OCCURS) #4 @4" O.C. 30 " M I N . LA P 12" SQ. CONC. BLOCK PILASTER (SOLID GROUT) (4)-#4 VERTICAL (ONE EA. CORNER #3- TIES @8" O.C. 9' - 0 " MA X . 12" MASONRY COLUMN (3)-#4 EA. WAY T&B 2'-0" 3" CL R . TY P 2' - 6 " M I N . (B R G . D E P T H ) 24 " M I N . 2" CLR. 2 24 " M I N . CORRUGATED METAL DECKING w/ SIMPSON SELF-DRILLING METAL SCREW AT EA. FLUE TO HSS COLUMN TYP. METAL DECKING HT. VARIES (9'-0" CMU DESIGN CONDITION) NOTE: WALL CONSTRUCTION IS EXISTING. THEREFORE, CONTRACTOR TO FIELD VERIFY FIELD CONDITIONS TO MATCH THESE DETAILS. NOTIFY E.O.R. IMMEDIATELY IF ANY DISCREPANCIES ARE ENCOUNTERED. NOTE: PILASTER CONSTRUCTION IS EXISTING. THEREFORE, CONTRACTOR TO FIELD VERIFY FIELD CONDITIONS TO MATCH THESE DETAILS. NOTIFY E.O.R. IMMEDIATELY IF ANY DISCREPANCIES ARE ENCOUNTERED. 5-#4 CONT. (MIN. LAP=2'-6") 2' - 6 " M I N . (B R G . D E P T H ) 24 " M I N . 3" CL R . TY P 8" CON. BLOCK WALL w/ #4 VERT. @16" O.C. (CTRD) & #4 HORIZ. @ 24 O.C. (CTRD) (SOLID GROUT) 5' - 1 0 " MA X . 4'-0" MIN. 4' - 2 " M A X . HARDSCAPE OR PAVING (WHERE OCCURS) #4 @4" O.C. 30 " M I N . LA P 24 " M I N . CORRUGATED METAL DECKING w/ SIMPSON SELF-DRILLING METAL SCREW AT EA. FLUE TO HSS COLUMN TYP. HSS2x1x3/16" COLUMN @ 8'-0" O.C. EMBEDDED INTO MASONRY METAL DECKING HT. VARIES (9'-0" CMU DESIGN CONDITION) NOTE: WALL CONSTRUCTION IS EXISTING. THEREFORE, CONTRACTOR TO FIELD VERIFY FIELD CONDITIONS TO MATCH THESE DETAILS. NOTIFY E.O.R. IMMEDIATELY IF ANY DISCREPANCIES ARE ENCOUNTERED. HSS2x1x3/16" COLUMN @ 8'-0" O.C. EMBEDDED INTO MASONRY 4 6 2 1 W E S T 1 S T S T R E E T NE W F E N C E 46 2 1 W E S T 1 S T S T R E E T SA N T A A N A , C A 9 2 7 0 3 JOSE RAMIREZ, PE jose@ramirezstructural.com (562) 519-6045 ig: @ramirezstructural www.ramirezstructural.com REVISION DESCRIPTION DATE A B C PROJECT NO.23-101 DATE:3/7/25 RAMIREZ STRUCTURAL INC TYPICAL DETAILS S3.1