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HomeMy WebLinkAbout3301 S Bear St & 1601 W MacArthur Blvd - PlanTHOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 860 D HAMPSHIRE ROAD WESTLAKE VILLAGE, CA 91361 805-338-2883 www.tjfarchitects.com TJF SB 721 INSPECTION REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET SANTA ANA, CA 92711 COVER SHEET T18-15-24CASp #637 THE WORK ON THIS PROJECT IS CONTAINED IN A SERIES OF DRAWINGS THAT SHOULD NOT BE USED INDIVIDUALLY WITHOUT CONSIDERATION OF THE ENTIRE SET OF DRAWINGS. THESE PLANS REPRESENT GENERAL CONDITIONS OF EXISTING APARTMENTS. INDIVIDUAL CONDITIONS MAY VARY AND CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT OF ANY VARIATION DISCOVERED. THE ORIGINAL FACILITY WAS CONSTRUCTED AND FIRST OCCUPIED BEFORE MARCH 13, 1991. IT WAS ORIGINALLY DEVELOPED WITH PRIVATE FUNDS AND REMAINS OPERATED BY PRIVATE OWNERS AND MANAGERS. AS SUCH THIS FACILITY IS DEEMED AN UNCOVERED MULTIFAMILY HOUSING FACILITY AS DEFINED IN THE FAIR HOUSING ACT AND CALIFORNIA ACCESSIBILITY CODES IN CHAPTER 11A.OF THE CBC. UNCOVERED MULTIFAMILY PROPERTIES ARE NOT SUBJECT TO RETROACTIVE ACCESSIBILITY IMPROVEMENTS. THE PROPERTY RECORDS DO NOT INDICATE ANY DESIGNATED ACCESSIBLE APARTMENT. HOWEVER, SHOULD ANY ACCESSIBILITY PROVISION BE DISCOVERED DURING THE PROJECT SCOPE, THESE ACCESSIBILITY PROVISIONS SHALL BE RETAINED. REVISIONS: SCALE: 100'200' PROPERTY MAP N 0 PROJECT SCOPE: BUILDING DATA PRIMARY OCCUPANCY SPRINKLER BUILDING TYPE BUILDING HEIGHT FRONT SETBACK SIDE YARD SETBACK (WEST) SIDE YARD SETBACK (EAST) REAR YARD SET BACK APN: 83621145 R2 - APARTMENTS NONE 5B - WOOD FRAME NON RATED 2 STORIES ON SLAB REQUIRED EXISTING PROPOSED LOT SIZE 30' 15' 15' 30' NO CHANGE PERMITTED # DWELLING UNITS PROPOSED #DWELLING UNITS 608 UNITSEXISTING # DWELLING UNITS 1,472,863 S.F./ 33.81 ACRES 1,014 (30 UNITS/ACRE) 608 UNITS (NO NEW S.F.) LOCATION MAP C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA THOMAS - JACOB - FLITSCHARCHITECTS P.C.6790 LAFAYETTE COURTMOORPARK, CA 93021 REFERENCE CODES: THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: CALIFORNIA EXISTING BUILDING CODE - 2022 2022 CALIFORNIA REFERENCE STANDARDS CITY OF SANTA ANA MUNICIPAL CODE 30' 15' 15' 30' ALTON AVENUE 61 BE A R S T R E E T FL O O D C O N T R O L C H A N N E L 60 58 62 63 35 59 REC 57 56 55 38 53 54 51 52 39 3736 40 47 46 48 45 49 50 44 434241 34 64 N SUNFLOWER AVENUE SOUTH COAST DRIVE MAC ARTHUR BLVD WEST ALTON AVENUE SO U T H F A I R V I E W R O A D SO U T H G R E E N V I L L E S T R E E T S. R A I T T S T R E E T BE A R S T R E E T SO U T H P L A Z A D R I V E SO U T H B R I S T O L S T R E E T 73 405 SITE RESIDENTIAL UNIT LIST INDEX EBC 602 .1 - Level 1 alterations include the removal and replacement or the covering of existing materials, elements, equipment or fixtures using new materials, elements, equipment or fixtures that serve the same purpose. 3-25-251 } 1-21-262 2 H L DN DNUP EB DN DN UP 0 4 8EXISTING WALL DEMOLITION WORK AREA47 46 THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF DEMO PLAN D1.1CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 46/47 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 46, 47 SANTA ANA, CA 927043-25-251 46B 46E 47H 47L J M DN DNUP FC DN DN UP 0 4 8EXISTING WALL DEMOLITION WORK AREA47 46 THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF DEMO PLAN D1.2CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 46/47 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 46, 47 SANTA ANA, CA 927043-25-251 46B 46E 47H 47L E B F C DN DN DN DNUP DN DN UP DN DN EXISTING WALL DEMOLITION THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF DEMO PLAN D1.3CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 52 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 52 SANTA ANA, CA 927043-25-251 WORK AREA 52 0 4 8 52C 52E 52F 52B H F M K EXISTING WALL DEMOLITION THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF DEMO PLAN D1.4CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 60 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 60 SANTA ANA, CA 927043-25-251 WORK AREA 60 0 4 8 60F 60K 60M 60H EXISTING WALL DEMOLITION WORK AREA47 46 H L DN DNUP EB DN DN UP Level 1 alterations include the removal and replacement or the covering of existing materials, elements, equipment or fixtures using new materials, elements, equipment or fixtures that serve the same purpose. THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF SECOND FLOOR CONSTRUCTION PLAN A1.1CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 46/47 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 46, 47 SANTA ANA, CA 927043-25-251 0 4 8 46B 46E 47H 47L EXISTING WALL DEMOLITION WORK AREA47 46 J M DN DNUP FC DN DN UP Level 1 alterations include the removal and replacement or the covering of existing materials, elements, equipment or fixtures using new materials, elements, equipment or fixtures that serve the same purpose. THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF THIRD FLOOR CONSTRUCTION PLAN A1.2CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 46/47 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 46, 47 SANTA ANA, CA 927043-25-251 0 4 8 46B 46E 47H 47L DN DN DN UP DN DN DN DN UP EXISTING WALL DEMOLITION THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF CONSTRUCTION PLAN A1.3CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 52 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 52 SANTA ANA, CA 927043-25-251 WORK AREA 52 0 4 8 E B F C 52C 52E 52F 52B H F M K EXISTING WALL DEMOLITION THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF CONSTRUCTION PLAN A1.4CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 60 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 60 SANTA ANA, CA 927043-25-251 WORK AREA 60 0 4 8 60F 60K 60M 60H EXISTING WALL DEMOLITION EXISTING WALL DEMOLITION Level 1 alterations include the removal and replacement or the covering of existing materials, elements, equipment or fixtures using new materials, elements, equipment or fixtures that serve the same purpose. THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF ELEVATIONS A2.1CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 46/47 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 46, 47 SANTA ANA, CA 927043-25-251 WORK AREA47 46 0 4 8048 46B 46E 47H 47L EXISTING LANDSCAPE AREA UNDER STAIRS. THERE ARE NO HEAD SPACE CLEARANCE ISSUES EXISTING WALL DEMOLITION EXISTING WALL DEMOLITION THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF ELEVATIONS A2.2CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 52 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 52 SANTA ANA, CA 927043-25-251 WORK AREA 52 0 4 8 0 4 8 52C 52E 52F 52B EXISTING LANDSCAPE AREA UNDER STAIRS. THERE ARE NO HEAD SPACE CLEARANCE ISSUES EXISTING LANDSCAPE AREA UNDER STAIRS. THERE ARE NO HEAD SPACE CLEARANCE ISSUES EXISTING WALL DEMOLITION EXISTING WALL DEMOLITION THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF DEMO ELEVATIONS A2.3CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 60 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 60 SANTA ANA, CA 927043-25-251 WORK AREA 60 0 4 8048 60F 60K 60M 60H EXISTING WALL DEMOLITION EXISTING WALL DEMOLITION THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF ELEVATIONS A2.4CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 60 SB 721 REPAIRS ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 60 SANTA ANA, CA 927043-25-251 WORK AREA 60 0 4 8048 60F 60K 60M 60H EXISTING LANDSCAPE AREA UNDER STAIRS. THERE ARE NO HEAD SPACE CLEARANCE ISSUES EXISTING LANDSCAPE AREA UNDER STAIRS. THERE ARE NO HEAD SPACE CLEARANCE ISSUES THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF TYPICAL EXPOSED DECK REPAIR A3.1CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA SB 721 INSPECTION REPAIRS EXISTING WALL DEMOLITION 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET SANTA ANA, CA 927043-25-251 THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF ENCLOSED CANTILEVER DECK REPAIRS A3.2CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA SB 721 INSPECTION REPAIRS EXISTING WALL DEMOLITION 0 2 4 0 2 4 0 2 4 0 2 4 ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET SANTA ANA, CA 927043-25-251 THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF TYPICAL STAIR RAILING REPAIR A3.3CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA SB 721 INSPECTION REPAIRS EXISTING WALL DEMOLITION 0 2 4 0 2 4 0 2 4 0 2 4 0 2 4 ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET SANTA ANA, CA 927043-25-251 A4SANTA ANA, CA 92711 (3/4" RECOMMENDED) SLOPE 1/4 " PER 12" THRESHOLD FLASHING THOMAS - JACOB - FLITSCH ARCHITECTS, P.C. 6790 LAFAYETTE COURT MOORPARK, CALIFORNIA 93021 805-338-2883 www.tjfarchitects.com TJF DETAILS CASp #637 ASBESTOS AND LEAD NOTICETHIS PLAN IS A REPRESENTATIVE PLAN OF A BUILDING TYPE THROUGHOUT THE PROPERTY. THE CONTRACTOR SHALL COMPENSATE FOR DIMENSIONAL DIFFERENCES AND ORIENTATION OF SPECIFIC APARTMENTS AS NECESSARY. SCOPE IS SIMILAR FOR EACH LOCATION ALTHOUGH LAYOUT MIGHT VARY. 9-15-24 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA BUILDING 46/47 SB 721 REPAIRS OUTSIDE CORNER INSIDE CORNER · · · · · · · DECK RAILING DETAIL NOTE: EACH BALUSTER BE ANCHORED WITH 3 SIMPSON DECK SCREWS LEDGER AND JOIST. SIMPSON BUCKET PER PLAN 3/4" MARINE PLYWOOD OVER 1/4" SLOPE CANTS (TYP) EDGE NAILING (N) BLOCKING (E) JOISTS W/ FURING FOR 1/4" PER FOOT SLOPEEDGE NAILING FIELD NAILING (E) BUILDING SEAM NAILING STAGGER NAILS 6" O.C. WOOD POST PER PLAN BEAM PER PLAN 10d @ 6" O.C. F.J. PER PLAN LB HANGER TYP. BEAM PER PLAN (N) NEW LEDGER (N) APA CD EXPOSURE 1 SPAN RATING 1 LB HANGER F.J. PER PLAN (N) 3/8" X 5" LAG BOLTS BOTH SIDES (TYP) (48/24 DECK SHEATHING, 10d @ 6" O.C. (N) APA CD EXPOSURE 1 SPAN RATING 1 48/24 DECK SHEATHING, 10d @ 6" O.C. SLOPE 1/4" PER FOOT 2X RIP STRIPS @ 12" O.C. 10d @ 6" O.C. (N) APA CD EXPOSURE 1 SPAN RATING 1 (48/24 DECK SHEATHING, 10d @ 6" O.C. (N) APA CD EXPOSURE 1 SPAN RATING 1 48/24 DECK SHEATHING, 10d @ 6" O.C. SLOPE 1/4" PER FOOT 2X RIP STRIPS @ 12" O.C. 10d @ 6" O.C. (N) APA CD EXPOSURE 1 SPAN RATING 1 LB HANGER (N) 2X SISTER JOIST (2) ROWS OF SDWS22500 (w/ 4" SPACING BETWEEN ROWS, BOTH SIDES (TYP) (48/24 DECK SHEATHING, 10d @ 6" O.C. (N) APA CD EXPOSURE 1 SPAN RATING 1 48/24 DECK SHEATHING, 10d @ 6" O.C. SLOPE 1/4" PER FOOT 2X RIP STRIPS @ 12" O.C. 10d @ 6" O.C. VIF (E) 2X SOLID BLOCKING DAMAGE TO BE LESS THAN VIF (E) CANTILEVER JOIST 20% OF DEPTH. 2" SPACING FROM TOP) @ 24" O.C. ALONG LENGTH OF (N) JOIST ASPEN BEAR STREET APARTMENTS 3301 S. BEAR STREET, BLDG 46, 47 WOOD POST PER PLAN 3-25-251 1 1 C-25422 RENEWAL DATE 05/31/2027 BOCAJSAM0HT HCSTILF ADESNECIL TCETIHCR STATE OF CALIFORNIA Basis of Design: The existing apartment community was constructed in 1980's. The property is c apartment buildings each being two stories high and are wood frame constructi elevated decks and balconies were inspected in accordance with $B 721. Base inspection, decks that needed repairs are being addressed under a permit appt part, the existing structu i b CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE mprised of 36 A%tS i e of the re is eing kept and existing design is being retained. Most of the cantilever floorjoists were observed to be satisfactory and mostly the witnessed damage was on the plywood decking. The basis of the design for repair is applying the California Existing Building Code with limited or minor structural repair. Removal of concrete decks and existing plywood on balconies will require removal of wood railings at that time. When the railings are returned after the decking is replaced, the new railings will be spaced closer to each other to prevent a 4" sphere from passing thru the balusters. This will improve an existing condition that has up to 8" gap in balusters at some locations. The new balusters will be attached to a new 3 x 10 ledger that will be attached to existing 2 x 10 joists with Simpson joist hangers. This new ledger will give sound connection for Simpson Wood Screws SWWS22500 screws. The original railing design otherwise will be maintained so the property's design is not altered. On the balcony walkways, the concrete decks will be replaced with plydeck system that includes a base plywood decking plus a sloped plywood decking. The sloped decking will be covered with an epoxy system to keep water out of the assembly. Several individual apartment decks also have some repair work to replace exposed dry rot deck boards orjoists. For the most part, the scope of the work is removal and replacement in kind. For confirmation, structural calculations are provided herein, but the basis of design is removal and replacement per the California Existing Building Code. Structural Calculations: The following conditions were analyzed: a) Existing Balcony Joist with less than 2" decay at top. -Sister anew memb allow adequate nailing of plywood decking. w=75psf*2'trib=150plf a=4' M_max = (w*a^2)/2 = (150*4A2)/2 = 1200 ft*# V max = w*a = 150*4 = 600 # >> 2x10 is O.K. CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE b) Existing Balcony joist with more than 2" decay -where joist is cutback to wall and a headout is installed and the 3 x 10 ledger carries the weight to the adjacent cantilever joists. (Factor all values by 16"/24") M_max = (w*a^2)/2 M max = 800 ft*# V max = w*a V max = 400 # >>2x8isO.K. c) 3 x 10 ledger spaning 32" where joist is cutout. w=75psf*2'trib=150p1f a = 2.6' M_max = (w*a^2)/8 = (150*2.6A2)/8 = 126.75 ft*# V max = w*a = 150*2.6 = 390 # >> 2x10 is O.K. d) 2 x 2's @ 5" o.c. supporting railing lateral load. M max = 300/12 Win * 5.5" * 42" = 5775#*in T = M_max / (spacing between T&B screws) = 5775/8" = 721 # >> Assuming tension engages at least (2) screws in withdrawal, consider Simpson SWWS22500 or equivalent (see page 4) CITY OF SANTA ANA Planning and Building Agency e) 2 x 10 joists replacing like kind in private apartment decks. w = 75 psf * 2' trib = 150 plf a=5' M_max = (w*aA2)/8 = (150*5^2)/8 = 468.75 ft*# V max = w*a = 150*5 = 750 # >> 2x10 is O.K. Approved FOR PERMIT ISSUANCE Master ID: Date: Structural and General Fastening Strong,,Drive° SDWS TIMBER Screw (Exterior Grade) (cont.) Min. end distance (2 Load Parallel to Grain Load Perpendicular to Grain Direction of Grain Min. spacing forloading parallel to grain Min. spacing forloading perpendicular to grain 5 Min. edge distance Q Min. staggerQ Min, spacing forloading parallel to grain or Min. spacing for loading perpendicular to grain SDWS Timber Screw Spacing Requirements I `*�_ Min. staggerQ SDWS Timber Screw Spacing Requirements e e e Direction of e.e to Grall ID Minimum Distance or Spacing Edge Distance Perpendicular 10 1 7/16 J 17/1e Parallel End Distance Perpendicular Q 6 Parallel (Z 6 Spacing Between Fasteners in a Row Perpendicular 4Parallel ® 8 Spacing Between Rows of Fasteners Perpendicular 0 4 Parallel © 4 Spacing Between Staggered Rows Perpendicular or Parallel 0 % 1. For axial loading only, use the following minimum dimensions: end distance = 31/4", edge distance = 11/e", spacing parallel to grain = 21/4", spacing perpendicular to grain = 1W SDWS Timber Screw — Reference Allowable Withdrawal Loads — Douglas Fir -Larch, Southern Pine, Sr)ruce- Pine- Fir and Hem -Fir Lumber CITY OF SANTA ANA ■nrin Agency II 1 FOR PERMIT ISSUANCE Master ID: Date: Model Length Thread Reference Allowable Withdrawal Loads, W (lb./in.) Max. Reference Allowable Withdrawal Loads, Wmax (Ib.) No. (in.) Length (in.) 1 e HF and SPF 1 e HF and SPF e Main Member Main MemberMain Member 1 1111: �® •1 , I . I ne tabulated reference withdrawal design value, W, is in pounds per inch of the thread penetration into the side grain of the main member. 2. The tabulated reference withdrawal design value, Wmo�, is in pounds where the entire thread length must penetrate into the side grain of the main member. 3. The tabulated reference withdrawal design values, W and Wm�, are shown at a Co —1.6. For end -grain withdrawal, Ceg = 0.65. Tabulated values must be multiplied by all applicable adjustment factors from the NDS as referenced in the IBC or IRC. 4. Embedded thread length is that portion held in the main member including the screw tip. 5. Values are based on the lesser of withdrawal from the main member or pull -through of a 1 1/2" side member. 6. For in-service moisture content greater than 19%, use CM = 0.7. a a U 38 CITY OF SANTA ANA Planning and Building Agency Approved FOR PE T ISSU i --- e: A-l'S - - -- ------------ -- i f� - - f-------------- 31161 7K v 1 � T _p. i� t' 5510 c��no,C a. _ _ ate_ • .�-- .. �I ST .-tot r L`l� if 9. f CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Date: