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FLOOD ZONE-5516 W Davit Ave - Plan
Bldg #101123272 APPROVALS: PLNG - C. Santana BLDG - G. Huang PUBLIC WORKS - B. Sarlak Legend (N) NEW WALL FILL IN WALL EXIST. WALLS TO REMAIN EXIST. WALLS TO REMOVE w1b EX. 3'X3' SLD. WDW. R/R WDW. A KITCHEN IS DEFINED AS ANY ROOM CONTAINING COOKING APPLIANCES. EACH KITCHEN IS REQUIRED TO HAVE AN EXHAUST FAN DUCTED TO THE OUTSIDE WITH A MINIMUM VENTILATION RATE AND CAPTURE EFFICIENCY PER TABLE 150.0—G OR TABLE 160.2—G (MULTI —FAMILY). THE RANGE HOOD OVER THE STOVE MAY BE USED TO MEET THIS REQUIREMENT BUT THE RANGE HOOD MUST VENT TO THE OUTSIDE; RECIRCULATING RANGE HOOD CANNOT BE USED. THE DUCTING FOR THE EXHAUST FAN SHALL BE SIZED ACCORDING TO ASHRAE STANDARD 62.2 TABLE 7.1. THIS LOCAL EXHAUST FAN MAY OPERATE CONTINUOUSLY OR INTERMITTENTLY. INSTALLING THIS LOCAL EXHAUST FAN IN THE KITCHEN WILL ALLOW THE HOME OCCUPANT TO REGULATE THE INDOOR AIR QUALITY WHEN NEEDED. EX. ROOF TO BE REMOVED EY, EE ,/- EX. DR., WD W., -4� WALL TO BE REMOVED EX. ROOF TO BE REMOVED V714 EX. DR.,WALL TO BE REMOVED EX. DR., TO BE REMOVED T_[ n EX. 4'-6"X3' SLD. WDW. EX. WALL TO BE REMOVED FOR WDW. EXISTING FLOOR PLAN/DEMO SCALE: 1 /4" - 1 ' EX. WDW. TO BE REMOVED ENERGY NOTES 1. MINIMUM R-15 INSULATION AT EXTERIOR WALLS. 2. MINIMUM R-38 INSULATION AT CEILINGS. 4. WATER ABSORPTION RATE AND WATER VAPOR TRANSMISSION RATE FOR SLAB EDGE INSULATION MAY NOT EXCEED 0.3% AND 2 PERM/INCH, RESPECTIVELY. 5. INSULATION SHALL MEET CALIFORNIA ENERGY COMMISSION STANDARDS. 6. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES MUST BE DESIGNED TO LIMIT AIR LEAKAGE. 7. MANUFACTURED "FENESTRATION PRODUCTS" MUST HAVE LABELS WITH CERTIFIED U VALUE AND INFILTRATION CERTIFICATION. LIGHT, VENTILATION, SANTRATION AND ROOM DIMENSIONS 1. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUB WITH SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 6 FEET ABOVE FLOOR. 2. CEMENT, FIBER —CEMENT, FIBER —MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER —REINFORCED GYPSUM BACKERS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. 3. ALL WATER CLOSETS ARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" IN WIDTH AND HAVE 24" IN FRONT OF THE STOOL. 4. EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68 DEGREES F. AT 3 FEET ABOVE THE FLOOR IN ALL HABITABLE ROOMS. 0 U' REPLACE EX. W/ RETROFIT N WDW. 0 Ln REPLACE EX. W/ RETROFIT x WDW. �o u \ REPLACE EX. 1 EDW/ RETROFIT WDW. N X 0 0 X Zi u O EGRESS WDW. SHALL HAVE: DOOR SCHEDULES - MIN. NET CLEAR OPENING OF 5.7 SQUARE FEET. - MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. - MIN. NET CLEAR HEIGHT OF 24 INCHES. S YM SIZE TYPE Q TY. REMARKS - CLEAR OPENING HEIGHT OF NOT MORE THAN . 44 INCHES ABOVE THE FLOOR. O PROVIDE AN EXHAUST FAN OVER COOKING SOLID WOOD OOR W/ APPLIANCES W/ MIN. 280 CFM &VENT VERTICALLY THROUGH THE ROOF. 10 �_ �� _ �� VERIFY STY E W�--QV�P�P� W/ (2)146x 6'-8" TEMPERED GLASS DE G 1 �- V K r O3 PROVIDE A MINIMUM OF 5/8" TYPE X 20 6'-0" x 6'-8" WHITE VINYL SLIDING I N G 1 VERIFY STYE WITH OWNER GYPSUM BOARD APPLIED ON THE GARAGE SIDE OF THE WALL THAT SEPARATED THE GARAGE AND THE DWELLING. TEMPERED GLASS ® 20 MINUTE FIRE RATED DOOR BETWEEN THE GARAGE AND DWELLING MUST BE 30 2'-8" x 6'-8" WOOD OR MDF 1 VERIFY STYE WITH OWNER SELF -LATCHING & EQUIPPED WITH A SELF -CLOSING OR AUTOMATIC CLOSING DEVICE. ® 2'-6" x 6'-8" WOOD OR MDF 1 VERIFY STYE WITH OWNER O EXHAUST DUCT (MIN. 4"0) GO THROUGH ROOF O5 2'-0" x 6'-8" WOOD OR MDF 1 VERIFY STYL " E WITH OWNER & EQUIP. W/ BACK -DRAFT DAMPER. ITS LENGTH IS LIMITED TO 14 FT. W/2 ELBOWS. © ELECTRIC HEAT PUMP WATER HEATER © (2) 3'-0" x 6'-8" WOOD OR MDF 1 VERIFY STYL �CarI!ER MODEL# PROPH40 T2 RH375-SO SLIDING CLOSET DOOR 70 2'-6" x 6'-8" SOLID CORE DR. 1 VERIFY STYLE WITH OWNER U—FACTOR: WINDOW SCHEDULES SYM. SIZE I TYPE QTY. REMARKS 1❑ 4'-6" x 4'-0" WHITE VINYL SLIDING 1 VERIFY STYLE WITH OWNER 1fl 4'x4' FIXED WDW/ W 2'x4' SLDG. SIDES WHITE VINYL SLIDING XOX 1 VERIFY STYLE WITH OWNER E 3'-0" x 3'-0" WHITE VINYL SLIDING 1 VERIFY STYLE WITH OWNER EX. 4'x4' EX. 4'x4' L31 u u PROPOSED FLOOR PLAN SCALE: 1 /4 = 1 ' N W E S 0 0 Cn X N 01 0 0 X 3s u v Westin Development Co. License# 578613 6091 E. Nugget Ct. Anaheim Hills, CA 92807 westindevelopment®yahoo.com 714-878-7430 0�w ENGINEERED BY: Hiep T. Tran P.E. 2907 Ebbtide Rd. Corona Del Mar, CA 92625 Tel. (949) 353-7486 W W A V 1 M 1--1 L) A � W c� +-) E-4 Lo Lo cU) Job: Drawn By: CV Scale: Date: 6/16/25 Rev. Date: Existing Floor Plan/Demo Proposed Floor Plan A-2 CY i TABLE 2304.10.1 -NAILING SCHEDULE STRUCTURE STRUCTURAL NOTES &SPECIFICATIONS A& Cy I CONNECTION NAILING 1. Joist to sill or girder, toe nail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" (25mm x 152mm) subfloor or less to each joist, face nail 2-8d 4. Wider than 1" x 6" (25mm x 152mm) subfloor or less to each joist, face nail 3-8d 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or blocking, typical face nail 16d at 16" (406mm) OC. Sole plate to joist or blocking, at braced wall panels 3-16d per 16" (406mm) 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d at 24" (610mm) OC. 10. Doubled top plates, typical face nail 16d at 16" (406mm) OC. Double top plates, lap splice 8-16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6" (152mm) OC. 13. Top plates, laps and intersections face nail 2-16d 14. Continuous header, two pieces 16d at 16" (406mm) OC. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20. 1" (25mm) brace to each stud and plate, face nail 2-8d 21. 1" x 8" (25mm x 203mm) sheathing or less to each bearing, face nail 2-8d 22. Wider than 1" x 8" 25mm x 203mm) sheathing to each bearing, face nail 3-8d 23. Built-up corner studs 16d at 24" (610mm) OC. 24. Built-up girder and beams 20d at 32" (813mm) OC. at top and bottom and staggered 2-20d at ends and at each splice 25. 2" (51mm) planks 2-16d at each bearing 26. Wood structural panels and particleboord2 Subfloor and wall sheathing (to framing): 1/2" (12.7mm) and less 6d3 19/32" - 3/4" (15mm - 19mm) 8d 4 or6d 3 7/8" - 1" (22mm - 25mm) 8d3 1 1/8" - 1 1/4" (29mm - 32mm) 10d 4 or8d5 Combination subfloor-underlayment (to framing): 3/4" (19mm) and less 6d5 7/8" - 1" (22mm - 25mm) 8d5 1 1/8" - 1 1/4" (29mm - 32mm) 10d 4 or8d5 27. Panel siding (to framing)? 1/2" (12.7mm) or less 6d6 5/8" (16mm) 8d6 28. Fiberboard sheathing:7 1/2" (12.7mm) No. 11 ga.8 1/2" (12.7mm) 6d4 1/2" (12.7mm) No. 16 ga9 25/32" (20mm) No. 11 ga.8 25/32" (20mm) 8d 4 25/32" (20mm) No. 16 ga 9 29. Interior paneling: 1/4" (6.4mm) 4d10 3/8" (9.5mm) 6d 11 (SEE CBC TABLE 2304.10.1 FOR NOTES) MATERIALS CONCRETE A. REINFORCING STEEL: ASTM A615, GRADE #60. #4 AND SMALLER, GRADE #40, DEFORMED. B. CONCRETE: NORMAL WEIGHT WITH COMPRESSIVE STRENGTH OF 2,500PSI AT 28 DAYS. CEMENT TYPE 5 C. FOR STEM WALLS LONGER THAN 24", PROVIDE #4 VERTICAL BARS @ 24" OC. 04r99M A. SHAPED AND PLATE: ASTM A36; TUBE: ASTM A500, GRADE B. B. BOLTS: ASTM A307. WOOD: A. FRAMING MEMBERS: DOUGLAS FIR LARCH B. COLUMNS, BEAMS, HEADERS, AND PLATES: NO. 1 C. STUDS, JOISTS, RAFTERS, BLOCKINGS: NO. 2 D. WALL SILLS, NAILERS, AND LEDGERS IN CONTACT WITH CONCRETE: PRESERVATIVE TREATED DOUGLAS FIR E. FRAMING CONNECTION HARDWARE: AS MANUFACTURED BY SIMPSON STRONGTIE CO. OR APPROVED EQUIVALENTS. SIMPSON DESIGNATIONS USED. USE NAILS PER ICBO APPROVAL AND AS RECOMMENDED BY SIMPSON FOR EACH DEVICE. F. COMMON NAILS, UNLESS OTHERWISE NOTED. ALL NAILING TO BE PER CBC TABLE 2304.10.1, UNLESS OTHERWISE NOTED. G. WOOD STRUCTURE PANELS SHALL COMPLY WITH (PS1-95) OR (PS2-92) EXPOSED TO WEATHER A. ALL EXPOSED STEEL MEMBERS SHALL BE COATED WITH A ZINC RICH PRIMER. B. ALL EXTERIOR HANGERS AND OTHER SIMPSON TYPE PRODUCTS SHALL BE GALVANIZED. C. ALL PLYWOOD SHALL BE OF AN EXP. 1 GRADE. FRAMING 1. DOUBLE FLOOR JOISTS REQUIRED UNDER PARALLEL BEARING PARTITIONS. 2. APPLY CONT. LINE OF GLUE TO FLOOR PANELS AT ALL JOISTS. 3. BLOCKINGS ARE REQUIRED AT ALL SHEARWALL PANEL EDGES. 4. CONSTRUCT OF PLYWOOD SHEARWALL SHALL BE WITH COMMON NAILS ONLY. 5. HOLDDOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEARWALLS SHALL HAVE TOLERANCE OF NO MORE THAN 1/16". 6. ALL POSTS WITH HOLDDOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAILING. 7. ANCHOR BOLTS SHALL BE MIN. 5/8" DIA., 7" EMB. INTO CONCRETE, @ 4' OC U.O.N. ON SHEARWALL SCHEDULE, 12" FROM ENDS, 2 MINIMUM PER PLATE, AND WITH S 0%0.229" STEEL PLATE WASHERS. BOLTS SHALL EXTEND 5" INTO FOOTING ON TWO POUR SYSTEM (EXTRA LONG BOLTS). PROVIDE MINIMUM EDGE DISTANCE OF 1 7/8" FOR THE 5/8" DIA. ANCHOR BOLTS. 8. POWER DRIVEN PINS ARE NOT PERMITTED AT FOUNDATIONS. HORIZONTAL PLYWOOD SHEATHING: 1. ROOF DIAPHRAGM: 1/2" C-D EXTERIOR APA RATED 32/16, 8d @ 6" @ PANEL EDGES & 12" @ INTERMEDIATE. 2. FLOOR DIAPHRAGM: 3/4" C-D APA RATED, T&G OR BLOCKING REQUIRED ALL EDGES, 10d @ 6" @ PANEL EDGES & 12" @ INTERMEDIATE. 3. VERTICAL PLYWOOD SHEATHING: SEE SCHEDULE. EXTERIOR STUCCO NOTES: 1. STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND TO TOP AND BOTTOM PLATES. 2. USE 2 LAYERS OF GRADE D FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD CONCRETE 1. The minimum compressive strength of concrete shall be f'c=2,500 psi @ 28 days unless otherwise noted, water -cement ratio of 0.45, type V cement. 2• Aggregates shall conform to A.S.T.M. C33 3. Ready -mixed concrete shall be in accordance with requirements of ASTM C94. 4. Maximum slump shall be 5" unless noted otherwise. 5. Concrete shall be maintained moist a minimum of 10 days after placement. 6. Prior to placing concrete, reinforcing steel and embedded items shall well secured in proper positions. 7. Use type II or V cement as required against sulfate attack. 8. All bolt holes shall be drilled 1/32" to 1/16" oversized. 9. Hold-downs shall be re -tightened just prior to cover the wall framing. GENERAL NOTES 1. All work shall comply with the requirements of the 2022 California Building Codes and all amendments and local, county, state and federal regulations. 2. The contractor is responsible for coordinating the work of all trades and shall check all dimensions and existing conditions prior to bid and signing of contract. All discrepancies shall be called to the attention of the Architect and Engineer and be resolved in writing before procceding with the work. 3. General notes and typical details shall apply to all parts of the job except where they are in conflict with details and notes on other documents; the more strict condition applies subject to review by the engineer. 4. All infrmation shown on the plans relative to existing condition were carefully taken in the field but without guarantee of accuracy. Where actual conditions are in conflict with the plans, thay shall be reported to the engineer so that proper changes can be made. 5. Required shop drawings shall be submitted to the eingineer and the Building Department for review. 6. Modification of structural plans and material substitutions shall not be done without written approval of the engineer. 7. The approved plans and specifications represent the finish structure and do not include the mothods of construction. The contractor shall supevise and direct the work and shall be solely responsible for construction methods, means, techinques, sequences and procedures including but not limited to shoring, insurance, fencing, construction canopy, scaffolding etc. Field Observations by the engineer shall not be considerd as inspections as required by the code. 8. Refer to the architectural plans for dimensions, openings, layout etc. FRAMING LUMBER 1 All structural lumber shall comply with DOC PS20, be Douglas Fir Larch of the following miniumum grades: a. 2x framing including plates and studs No. 2 b. 4x beams and headers up to 412 No. 1 c. Larger than 412 and posts No. 1 d. 6x and larger beams No. 1 e. Floor joist above garage to be D.F. No. 1 2. Structure panels shall be Douglas fir conforming to U.S. Product Standard DOC PS1 or DOC PS2, with exterior grade and shall bear the stamp of an approved fabricator. 3. Installation of vertical and horizontal sheathing shall first be approved by the inspector prior to covering. 4. No structural member shall be cut or notched unless specifically shown on approved plans. 5. Maximum moisture content of all mumber shall be 19%. 6. Bolt holes to be nominal diameter of blot plus 1/16 inch unless noted otherwise. Provide washers under head an nuts of bolts and lag screws. 7. Framing connections shall be "Simpson Strong -Tie". 8, The number of nails connecting lumber shall not be less than the minimum required on CBC Table 2304.10.1. 9_ All nails used on structural panels shall be common nails. 10. Provide continuous edge support along top and bottom of 2x14 joists. 11. Built-up framing members shall be connected as follows: a. 2-2x 16d at 12" o.c. staggered top and bottom. b. 3-2x 5/8" dia. M.B. at 18" o.c. staggered top and bottom. c. 4-2x 5/8" dia. M.B. at 18" o.c. staggered top and bottom. 12. Provide double joists under parallel partitions. 13. Provide solid blocking under all non -parallel partitions. 14. Install lag bolts by drilling lead hole 65% to 75% of shank diameter and full diameter for shank portion. 14. Use soap or other approved lubricant on threads. Installation shall be by tightening of screw not by hammering. 16. Truss Joists shop drawings shall be provided by the supplier and submitted to the Buliding Department for approval prior to fabrication. Shop drawings shall be stamped and wet signed by a licensed engineer. GLULAM /PARALLAMZIMICROLAM BEAMS 1. Glue laminated beam s shall be per American Institute of Timber construction 117. conbination symbols shall be as follows: a) 24F-V4 DF/DF for simple beams b) 24F-V8 DF/DF for cantilevered beams 2. Parallam beams shall be 2.0E PSL, ICC # ESR-1387 3. Microlam beams shall be 2.0E LVL 4. Laminated beams shall be fabricated by a licensed fabricator and shall be accompanied to th job site with certificate of fabrication. 5. Shop drawings shall be submitted to the architect or engineer for review prior to fabrication. STRUCTURAL AND MISCELLANEOUS STEEL 1. All structural and miscellaneous steel shall conform to A.S.T.M. A-36 and shall be fabricated and erected in accordance with the A.I.S.C. specifications for the design, fabrication and Erection of structural Steel for building, latest edition. 2. Pipe collumns shall conform to A.S.T.M. A-53 grade B. 3. Tubular steel shall conform to A.S.T.M. A500 grade B. 4. Bolts shall conform to A.S.T.M. A-307 unless noted otherwise. 5. Shop drawing shall be submitted to the architect and engineer and building department for review prior to fabrication. 6. Fabrication shall be done in the shop of licensed fabricators. 7. Used electric arc process welding with E70XX electrodes. 8. All welding shall be done in the shop of licensed fabricator or provide continuous special inspection by a resgistered Deputy inpector. 9. Where a fillet weld sysbol is used in the plans without indication of size, the minimum weld size as specified in the A.I.S.C. Manual of steel Construction shall be used. FOUNDATION 1. Foundation have been designed using allowable soil bearing capacity of 1,500 psi, 2. Foundation design is based on non -expansive soil. If found that soil expansive so that footings are redesigned prior to pouring of concrete foundations. 3. Existing foundations are assumed to be in good condition. Contractor shall notify the engineer of any foundation with significant settlement, severe cracking or any indication of structural failure or distress or defect. 4. The contractor shall be be responsible for shoring, fence enclosures and protection life and property until the project is complete. 5. A diligent search shall be conducted by the soil engineer and grading or general contractor to locate cesspools, septic tank etc, if found, proper abandonment procedure shall be conduct as directed by the soils engineer. Abandonment and/or compaction report shall be submitted to the City building Department and engineer report. REINFORCING STEEL NOTES: 1. Reinforcing steel shall be deformed bars conforming to the requirements of A.S.T.M. A-615 grade 60 for bars larger than #4, gr.40 for #4 or smaller. Welded wire fabric shall conform to A.S.T.M. A-82 and A-185 . Lap 12 inches minimum. 1. All nailing shall be COMMON NAILS 2. Deltailing,fabrication and erection of reinforcing bars shall conform to the latest edition of A.C.I. 2. Maximum stud spacing shall be 16". 3. Manual of Standard Practice for Detailing and Reinforced Concrete Structures. 3. All panel edges shall be blocked. 4. Minimum cover forcast in place concrete shall be as follows: 4. Framing member shall include sill plates and all framing a. Poured again earth 3 inches members receiving edge nailing b. Poured again form below grade 2 inches from abutting panels. c. Formed slabs 3/4 inch 5. Nailing on 3x members shall be staggered. d. Slab on grade, top cover 1 inch 6. 3"x3"x0.229" plate washers shall be used with all anchor e. Column and Beam main bars 1-1/2 inches bolts. CBC 2308.12.8. f. Walls exposed to weather # 6 and larger 2 inches 7. At existing footing use 5/8" AB. Redheads OR Epoxy # 5 and smaller 1-1/2 inches to meet required anchor bolt spacing. 5. Bars shall be clean of rust, grease and other deleterious material that may affect bond. 8. Second figure indicates where shear wall sheathing is 6. All bend shall be made cold. to be applied to BOTH sides of wall. 7. Lap splice length shall be 40 bars diameters minimum and shall be staggered. 8. All reinforcing bars, embeds, anchor bolts, holdowns etc. shall be secured in place prior to placement of concrete. 9. Code required inspections by juristdiction authority shall be made an signed off prior to placement of concrete. S-1 STRUCTURAL GENERAL NOTES S-2 FOUNDA11ON & ROOF FRAMING PLANS SD-1 STRUCTURAL DETAILS BASIC DESIGN CRITERIA - ASCE 7-16 1. FLOOR LIVE LOAD = N/A 2. ROOF LIVE LOAD = 20PSF 3. SOIL CLASSIFICATION = D 4. ALLOWABLE FOUNDATION PRESSURE = 1,500 PSF 5. WIND DESIGN DATA: a) BASIC WIND SPEED = 11OMPH b) WIND IMPORTANT FACTOR, I = 1.0 OCCUPANCY CATEGORY = II c) WIND EXPOSURE = C d) INTERNAL PRESSURE COEFFICIENT = 1.29 6. EARTHQUAKE DESIGN DATA: a) SEISMIC IMPORTANT FACTOR, 1 = 1.0 OCCUPANC RY = II b) MAPPE Ss = 1.33 S1 = 0 474 C) SITE CLA = D d) SMs = 1.596 SM1 = NULL e) Sds = 064 Sd1 = NUL f) SEISMIC DESIGN CATEGORY = D g) BASIC SEISMIC -FORCE -RESISTING SYSTEM = LIGHT -FRAMED WOOD SHEAWALLS h) DESIGN BASE SHEAR: Cs = 0.23 R = 6.5 i) ANALYSIS PROCEDURE: SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN DEAD LOAD LIVE LOAD ROOF C1OPSF 20 PSF FLOOR 20 PSF 40 PSF EXT. WALL 16 PSF INT. WALL 8 PSF FOR P taster II ate:, M Westin N Development Co. License# 578613 6091 E. Nugget Ct. Anaheim Hills, CA 92807 westindevelopment®yahoo.com 714-878-7430 ENGIIVEERED BY: Hiep T. Tran P.E. 2907 Ebbtide Rd. Corona Del Mar, CA 92625 Tel. (949) 353-7486 I? OFESS /ON T. G� w N0. 35 81 m Exp. 09/30/2025 �9TF C/VILFO���P 0 CALF W W A U� o W w CQ �+ 0 A � Lo L CJ n U� Job: Drawn By: CV Scale: Date: 6/16/25 Rev. Date: GENERAL NOTES 21 SHEAR PANEL - WHERE OCCURS j EX. FLR. T° B.N. SHG. 2x RIM JOIST OR 2x BLOCKING B.N 2X6 P.T. DOUGLAS FIR B.N ° 5/8'0 A.B. a IX. 2x6 F.J. PER SW SCHEDULE s 18, 8' CONC. STEM (2) #5 0 TOP 0 12' (2) #5 CONT. 17 NEW ANCHOR BOLT @ NEW FTG. N.T.S. IV1✓ I t: riomown ancnors muss De tied in place prior to foundation inspection. Deepen footing as required POST to obtain anchor embedme 1 3/4' MI . and concrete cover. HOLD DOWN EN. x x---- K�c ---- x ---- K - • (2) #5 @ TOP & (2)#5 @ BOTTOM OR PER PLAN 12" BOLTS MIN. EMB. SSBT16 12 5/8" SSBT20 16 5/8" SSBT28 24 7/8" 13 I (N) HOLDOWN W/ SSTB BOLT N.T.S. pncT c17E PER V r 1/2" DRY WAL PLAN 2x STUD @ 1 C " O c r 2X P.T. SILL W/ 5/8" S.W. PER PLAN W/ 7/8" STUCCO ANCHOR BOLT- 7" Ari ENBEDED INTO INSULATION ( ER T24) CONC. W/ 3" x 3" WASHER MIN. 5" THK. CC NCRF P M N x .229" #4 @ 18" OCE O/ 2 SAW/ 10-MIL VISQUE N, 0/4" CLEAN EN. ARGRAVEL 15" MIN. tx20" MAX. °a Westin Development Co. 24 „ -' =III D } -I License# 578613 LAN a e' 6091 E. Nugget Ct. (2) #5 RE AR @ TOP Anaheim Hills,, CA 92807 & (2) #5 BOTTOM westindevelopment@yahoo.com #4x24"x24" DOWEL 714-878-7430 12 @ 36" OC MONO POUR ONLY 09 05 EXT. BEARING FOOTING 01 N.T.S. SHEAR PANEL WHERE OCCURS HOLDOWN PER PLAN #4x30' LONG DOWELS 26 GA. ®2e O.C. W/ 6" INTO. EX. FLR. SHEAR PANEL IXIST'G FOOTING AND 2e INTO METAL FLASHING SHl'G. PER PLAN POST PER PLAN NEW CONCRETE PROVIDE 1/2" X 6' DEEP HOLE WITH B.N9 B.N. SIMPSON SET-3G EPDXY, ICC-ES ESR 4507 EX. 2X6 T&G 2x RIM JOIST OR FLR. G - 5/8' DIA THREADED ROD W/ *SPECIAL INSPECTION REWIRED* FLR. 2x BLOCKING B,N $1 DRILL HOLE AND FILL 2X6 P.T. DOUGLAS FIR 7 INTO EX. FTG. W/ 3/4 CBSQ F.F. PER PLAN B.N. SIMPSON ET-3G EPDXY SIMP. I.. " ' ICC-ES ESR-4057' SSTB \` IX. 2x6 F.J. 2X P.T. DOUGLAS FIR *SPECIAL INSPECTION REQUIRED* Ir Ono D �t—x—� —1t—KC—/Q—K 8" CONC. STEM IJ� (2) #5 A TOP 5/8'0 A.B. .. I IIIII ICI I I=III; Ex. FTG. ''�� PER SW SCHEDULE EX. 2x F.J. 18 '.: I — I —III —III —I I I —III—III—I I D° -- ° III —III —I I_�—_ IIIIII—III—_I II —III —III —I '. _ • III—III—� I=1 11= . so :: o'' W REBAR EACH WAY • • D:. ° • 1.. • .. IX. FTG. d _ I Fr1 I — —I I PER PLAN -III—III—III=1�rT� _ I I —III —I I I- -III —I I —I —I II I I I —III —III- III---� _ (2) #5 CONT. PER PLAN —I I—III—III—III—IIIIII-1 #40W 1Y III=1 I I=1 I I=1 I I=1 I I— NEW HOLDOWN @ NEW FTG. RETROFIT ANCHOR BOLT COLUMN BASE (N) SLAB @ (E) RAISED FLR. FTG. 22 18 N.T.S. 14 N.T.S. N.T.S. 10 06 N.T.S. 02 1- NOTCH IN PLATE 2- 1 3 4" MAX. IF BORED HOLE EXCEED 1 3/4" IN 2x4 TOP PLATE OR 2 3/4" IN 2x6 TOP PLATE, STRAP S OF PLATE W/ITEM #3 BELOW 3- SIMPSON CS16x14" LONG METAL STRAP, TYPICAL @ EACH PLATE CUT W/(6) 16d's @ EACH SIDE. 4- PIPE WHERE OCCURS 5- TOP PLATES/SILL PLATES 6- ANCHOR BOLTS PER PLANS 7- LOCATE ANCHOR BOLT 5" MIN. 9" MAX. AWAY FROM NOTCH OR END OF PLATE DTE:-IF NOTCH OR HOLE EXCEEDS 50% OF TOP PLATE WIDTH, JSE SIMPSON ST6224, STAGGERED @ E/S OF PLATES. USE SIMPSON NS AS NEEDED \-d 1. NOTCH DEPTH & BORED HOLD SEE TABLE BELOW. 2. STUD SHEAR PANEL 3. SILL PLATE PER PLAN 1 4. HOLE EDGE DISTANCE 5/8" MIN. TSPAN 3 4 SH LY n I� SHT'G. NOTE: BORED HOLES NOT PERMITTED IN MORE THAN TWO CONSECUTIVE DOUBLE STUDS BORED HOLES STUD SIZE EXTERIOR & BEARING WALLS NON - BEARING WALLS 2x4 1 7/16" 2 1/8" 2x6 2 3/16" 3 5/16" 2-2x4 2 1/8" 2 1/8" 2-2x6 3 5/16" 3 5/16" % 40% 60% MIN. NOTCH DEPTH STUD EXTERIOR & NON - BEARING SIZE BEARING WALLS WALLS 2x4 7/8" 1 7/16" 2x6 1 3/8" 2 3/16" % 25% 40% EX. 2x F.J. EX. FOOTING 9 D 0 ° p: D . HOLDOWN A.B. DIA HDU2 5/8" HDU4 5/8" NEW HOLDOWN PER PLAN SIMPSON COUPLING Z NUT rn m 5/8' DIA THREADED ROD W/ 12' INTO IX. FTG. W/ 3/4' DRILL HOLE AND FILL W/ SIMPSON SET-3G EPDXY, ICC-ES ESR-4057 "SPECIAL INSPECTION REQUIRED" GYP. BD PLASTER 0/ HEAVY GAUGE METAL LATH 0/ MOISTURE BARRIER (0/ PLYWOOD WHERE OCCURS) 26 GAUGE GALV. METAL WEEP SCREED (CORROSION RESISTANT) FINISH SLAB N a Z_,M irk N PAVED AREA - 4 FINISH GRADE V NEW 2x STUDS 0 16" O.C. 16d 0 EA.� 16' O.C. ` EX. FLOOR 2x P.T.D.F. SHT'G. SOLE PLATE CONCRETE EX. F,J, 16d 0 EA. - 16' O.C. SLAB 0 16" O.C. G NEW BLK'G. z NEW 2x STUDS 0 16" O.C. IX. FLOOR SHT'G. ALTERNATIVE CONDITION -IX. F.J. 0 16' O.C. PIPING THRU PLATE FRAMING 23 STUD NOTCHING/BORING LIMITS 19 15 RETROFIT HOLDOWN. 11 PLASTER SCREED 07 NON -BEARING INT. WALL TYP. 03 N.T.S. N.T.S. N.T.S. N.T.S. BOLTS MIN. EMB. 44r FAZE 1/2" DRY WALL MI/ (8) 18d 111 • EA. = OF FLA7E SSTB24 20 5/8" 4u HEADER SEE PLAN sum U.N.Q° (AL7E1 ma NSTA24 1. 2 x 4 STUDS @ 16" O.C. 2x STUD @ 16" O.C. SS AT EA, E OF PLAN POST PER PLAN 5/8" MIN. TYPE X 2X P.T. SILL W/ 5/8" EXISTING NEW 2. 1 P.T.D.F. PLATE WITH GYPSUM BOARD 0.18" DIA. x 3" SHOT ANCHOR BOLT- 7" DOUBLE TOP PLATE PINS ® 32" O.C. WITH 14GA HDU4 INSULATION (PER T24) ENBEDED INTO EXISTING <= => GAGE WASHERS & FIRST W/ SSTB24 2 PINS PLACED 6" & 10" EX. FLR. MIN. 5" THK. CONCRETE SLAB W/ CONC. W/ 3" x FOOTING NEW FOOTING FROM PLATE ENDS 12" SQ. SHT'G. 3" x .229" WASHER 6" 24" RAMER ICC# ESR-1799 (RAMSET) # @ 18" OCEW O/ 2" SAND O/ PLATE / LARR #22668 1 -MIL VISQUEEN, 0/4" CLEAN / 3. CONCRETE SLAB (E) �`� 3-1sD NAILS � GRAVEL CONC. SLAB ON GRADE FOR zx STANDARD PLATE SPLICE CONDITION i 4 4. 1/2" DRY WALL�x—x— x`>a AT GARAGE a a ROUGH SILL TRIMMER • --�, (2-2X STUD WALL 4. °. ° ° °.. .4.. ° -J. ga. V a 4, TRIMMER AT 3 2 1 18 ° a OPENING TOP PLATE 5/8" 0—III—III= ° WIDER THAN CONT. PLATE 4-16D NAILS WAPLR' F 24" FOR 4X HEADER EXTERIOR F (2) #5 REBAR @TOP WALL Q & (2) #5 @ BOTTOM as as % SHIM AS d REQ'D. a a T LLJ �I INTERIOR WALL W #4x24"x24" DOWEL 12 x 4 SOLE PLATE PLATE SPLICE @ NONE -LAPPED zi SLOPING CONDITION CHANNEL CONDITION REBAR EACH WAY a @ 36" OC #4x30" LONG DOWELS #4 DWLS T&B, 6" EMB. CONT. REINF. BARS PER PLAN 3" 024" O.C. W/ 6' INTO. INTO (E) FTG., W/ 3G EPDXY, EXIST'G CONC. SLAB AND 24' INTO ICC ESR-4507 PER PLAN CRIPPLE STUDS TRIMMER STUDS NEW FOOTING TO SUPPORT HEADER PER PLAN PROVIDE 1/2" X 6' DEEP HOLE WITH SIMPSON ET-3G EPDXY, ICC-ES ESR-4507 *SPECIAL INSPECTION REQUIRED* WALL FRAMING 24 PLATE SPLICING: 20 NON -BEARING INT. WALL TYP. 16 COLUMN BASE 12 O6 (N) FOOTING TO (E) FOOTING 04 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. ENGINEERED BY: Hiep T. Tran P.E. 2907 Ebbtide Rd. Corona Del Mar, CA 92625 Tel. (949) 353-7486 OQRpf ESS /0H c NO. 35 81 m C�- Exp. 09/30/2025 it �'9�c� C I V I I•- D���F` �F CAL F W W A V L O W • W � U) E- 4 A � W 4-) In lCJ U�C ) Job: Drawn By: CV Scale: Date: 6/16/25 Rev. Date: STRUCTURAL DETAILS SO-1 CY i � - - -i ,, il California 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE ,;V RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y NIA RESP CHAPTER 3 Y NIA RESP PARTYY �+ PARTY GREEN BUILDING ❑ ❑ SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. DIVISION 4.1 PLANNING AND DESIGN ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 4 RESIDENTIAL MANDATORY MEASURES SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, utter or similar Y P 9 Y � P .9 disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water-issues/programs/stormwater/construction.htmi) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case -by -case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4,106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 further for f details. u e 4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on -site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Exceptions: 1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces. 2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed. Notes: a.Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on -site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required. Notes: a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE. Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests. When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on -site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.I I. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11 B, for applicable requirements. 4.106.4.2.2.1.1 Location. EVCS shall comply with at least one of the following options: 1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 27he charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11 B, are not required to comply with Section 4.106.4.2.2.1.1 and Section 4.106.4.2.2.1.2, Item 3, 4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions. The charging spaces shall be designed to comply with the following: 17he minimum length of each EV space shall be 18 feet (5486 mm). 2.The minimum width of each EV space shall be 9 feet (2743 mm). 3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.2.1.3 Accessible EV spaces. In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11 B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 EV space requirements. 1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code. 2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the Y NIA RESPON. I installed in close proximity to the location or the proposed location of the EV space at the time of original PARTY construction in accordance with the California Electrical Code. 4.106.4.2.4 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. 4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). D 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings. When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre -rinse spray valves. When installed shall meet the requirements in the California Code of Regulations, Title 20(Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Reg ulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE -RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)] MAXIMUM FLOW RATE m (gp ) Product Class 1 (5 5.0 ozfj 1.00 Product Class 2 (> 5.0 ozf and 5 8.0 ozf) 1.20 Product Class 3 (> 8.0 ozf) 1.28 Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces -force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed -used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC 0.5 GPM @ 60 PSI USE AREAS KITCHEN FAUCETS 1.8 GPM @ 60 PSI Y = YES N/A - NOT APPLICABLE RESPON. PARTY - RESPONSIBLE PARTY (I ARCHITECT, ENGINEER, OWNER, CONTRACTOR, NSPECTOR ETC.) Y NIA RE PARTY FOR TY 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential development shall comply with . a local water efficient landscape ordinance or the current California Department of Water Resourc s' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: Master 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California C de Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water bu g��i�t ,.are available at: https://vmw.water.ca.gov/ LJ lLS DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on -site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4,408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and a appliances, including water -saving devices and stems HVAC systems, PP 9 9 Y photovoltaic systems, electric vehicle chargers, water -heating systems and other major appliances and equipment. b. Roof and and drainage, including utters and downspouts. Y 9 g9 P c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material n the positive impacts of an interior relative humidity between 30-60 percent t and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists or finger -jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section Q�ign i DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIA TED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Iir■DTtrIt� 1 �6010 Westin Development Co. License# 578613 6091 E. Nugget Ct. Anaheim Hills, CA 92807 westindevelopment®yahoo.com 714-878-7430 mti�w 1Di►["let DlSNDlIle S Hiep T. Tran P.E. 2907 Ebbtide Rd. Corona Del Mar, CA 92625 Tel. (949) 353-7486 � 71 ..!�, O W �,- ►--1 ...!!!� It Q rT� 4i Q0 ct 4-) -I Z LC� I:1D Job: Drawn By: CV Scale: Date: 2/24/25 Rev. Date: C IVOT 1 Cal. Green Building Standard Code Cv i Y IN/AI RESPON. PARTY California 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET Z (January zozs) MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g 03/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven -dry wood. PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507, 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on -site product containers. TABLE 4.504.1 - ADHESIVE VOC LIMIT12 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. Y N/A RESPON. PARTY TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON -POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON -FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGSI 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. Y IN/AI RESPON. PARTY TABLE 4.504.5 - FORMALDEHYDE LIMITSI MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/PagesNOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs, hhtps://www.cd ph.ca.gov/Programs/CCDPHP/D EODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 at seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1, Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. Y YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie ARCHITECT, ENGINEER, OWNER, CONTRACTOR, I SPECTOR. ETC.) Y N/A RESPON.0 FOR PARTYTYr CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATION 702 QUALIFICATIONS Master 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognize tr�yin� Win certification program. Uncertified persons may perform HVAC installations when under the directs lip responsibility of a person trained and certified to install HVAC systems or contractor licensed to ins II HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the ollowiny: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. IIkg EDTtrIt���6010 Westin Development Co. License# 578613 6091 E. Nugget Ct. Anaheim Hills, CA 92807 westindevelopment®yahoo.com 714-878-7430 Awti-,4'aVy IDi►["let DlDoNDIIIl WE Hiep T. Tran P.E. 2907 Ebbtide Rd. Corona Del Mar, CA 92625 Tel. (949) 353-7486 O Q i Cfl 4-) -i Job: Drawn By: CV Scale: Date: 2/24/25 Rev. Date: C%_ / ko- 7 2 Cal. Green Building Standard Code Cv i PR O J E C T A D D R E S S #DATE REVISION REVISIONS SHEET DESCRIPTION TITLE 24 SHEET # T24.1 DATE PROJECT # RESIDENTIAL TITLE 24 DOCUMENTS & HVAC DESIGN SERVICES LITTLE TREE ENERGY CONSULTING, LLC D.B.A. TITLE 24 ASAP 23546 COMMUNITY ST WEST HILLS, CA 91304 LINA@TITLE24ASAP.COM CALL/TEXT (833) 482-4362 TITLE 24 ASAP PR O J E C T A D D R E S S #DATE REVISION REVISIONS SHEET DESCRIPTION TITLE 24 SHEET # DATE PROJECT # RESIDENTIAL TITLE 24 DOCUMENTS & HVAC DESIGN SERVICES LITTLE TREE ENERGY CONSULTING, LLC D.B.A. TITLE 24 ASAP 23546 COMMUNITY ST WEST HILLS, CA 91304 LINA@TITLE24ASAP.COM CALL/TEXT (833) 482-4362 TITLE 24 ASAP T24.2 PR O J E C T A D D R E S S #DATE REVISION REVISIONS SHEET DESCRIPTION TITLE 24 SHEET # DATE PROJECT # RESIDENTIAL TITLE 24 DOCUMENTS & HVAC DESIGN SERVICES LITTLE TREE ENERGY CONSULTING, LLC D.B.A. TITLE 24 ASAP 23546 COMMUNITY ST WEST HILLS, CA 91304 LINA@TITLE24ASAP.COM CALL/TEXT (833) 482-4362 TITLE 24 ASAP T24.3 CITY OF SANTA ANA U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAi Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/co Planning and Building Agency OMB control No. 1660-0008 Expiration Date 06/30/2026 Approved FOR PERMIT ISSUANCE E$1.11 ip?hy, angrL3) buildinq owner SECTION A - PROPERTY INFORMATION FOR I URANGE- [NPANY USE �ijrnher- Al. Building Owner's Name: Andrew Vu Policy A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: Company NAIC Number: 5516 W. Davit Ave (including proposed additional living area) City: Santa Ana State: CA ZIP Code: 92704 A3. Property Description (e.g., Lot and Block Numbers or Legal Description) and/or Tax Parcel Number: Lot 30, Tract 4024, Parcel No. 108-523-09 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.): Residential A5. Latitude/Longitude: Lat. 33.735928° Long.-117.941608* Horiz. Datum: ❑ NAD 1927 ® NAD 1983 ❑ WGS 84 A6. Attach at least two and when possible four clear color photographs (one for each side) of the building (see Form pages 7 and 8). AT Building Diagram Number: 9 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1405 sq. ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? M Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade: Non -engineered flood openings: 10 Engineered flood openings: 0 d) Total net open area of non -engineered flood openings in A8.c: 700 sq. in. e) Total rated area of engineered flood openings in A8.c (attach documentation - see Instructions): 0 sq. ft. f) Sum of A8.d and A8.e rated area (if applicable - see Instructions): N/A sq. ft. A9. For a building with an attached garage: a) Square footage of attached garage: 433 sq. ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑ Yes ® No ❑ N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non -engineered flood openings: 0 Engineered flood openings: 0 d) Total net open area of non -engineered flood openings in A9.c: 0 sq. in. e) Total rated area of engineered flood openings in A9.c (attach documentation - see Instructions): 0 sq. ft. f) Sum of A9.d and A9.e rated area (if applicable - see Instructions): 0 sq. ft. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name: City of Santa Ana B1.b. NFIP Community Identification Number: 060232 B2. County Name: Orange B3. State: CA B4. Map/Panel No.: 06059CO252J B5. Suffix: J B6. FIRM Index Date: 09/15/1989 B7. FIRM Panel Effective/Revised Date: 12/03/2009 B8. Flood Zone(s): A B9. Base Flood Elevation(s) (BFE) (Zone AO, use Base Flood Depth): N/A B10. Indicate the source of the BFE data or Base Flood Depth entered in Item 139: ❑ FIS ❑ FIRM ❑ Community Determined ® Other: N/A B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ® Other/Source: N/A B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes M No Designation Date: ❑ CBRS ❑ OPA B13. Is the building located seaward of the Limit of Moderate Wave Action (LiMWA)? ❑ Yes ®No FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 2 of 8 CITY OF SANTA ANA Planning and Building Agency ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR 1 $ �QNSE II II U 5516 W. Davit Ave (including proposed additional living area) Policy Number City: Santa Ana State: CA ZIP Code: 92704 Compa NAIGNumber. SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUI bQjte; ._,ii� C1. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction* ❑ Finished G8HStFuet en *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al—A30, AE, AH, AO, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO, A99. Complete Items C2.a—h below according to the Building Diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: GG-154 (50.512 ft, 2012) Vertical Datum: NAVD 1988 (O.C.S. 1995 ADJ) Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 Z NAVD 1988 ❑ Other. Datum used for building elevations must be the same as that used for the BFE. Conversion factor used? ❑ Yes ® No If Yes, describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor (including basement, crawlspace, or enclosure floor): 52.49 ® feet ❑ meters b) Top of the next higher floor (see Instructions): 54.32 ® feet ❑ meters c) Bottom of the lowest horizontal structural member (see Instructions): N/A ❑ feet ❑ meters d) Attached garage (top of slab): 53.47 ® feet ❑ meters e) Lowest elevation of Machinery and Equipment (M&E) servicing the building (describe type of M&E and location in Section D Comments area): N/A ❑ feet ❑ meters f) Lowest Adjacent Grade (LAG) next to building: ® Natural ❑ Finished 52.91 ® feet ❑ meters g) Highest Adjacent Grade (HAG) next to building: ® Natural ❑ Finished 53.16 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: N/A ❑ feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by state law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes ® No ❑ Check here if attachments and describe in the Comments area. Certifier's Name: Brandon Tran License Number: C58283 QROFESSIC) Title: Civil Engineer Company Name: 2m w BRANDON TRAN Address: 16792 Bridgeport St c �o No. C58283 : Fountain Valle City: Y State: CA ZIP Code: 92708 Exp Telephone: (714) 414-5701 Ext.: Email: brandonhtran@yahoo.com rq CIVIL �Z�P Signature: ��Q,r�,,` I9a (d Date:03/31/2025 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and uilding owner. Comments (including source of conversion factor in C2; type of equipment and location per C2.e; and description of any attachments): SCE 73 FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 3 of 8 CITY OF SANTA ANA Planning and Building Agency ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANC El�/4Y A 5516 W. Davit Ave (including proposed additional living area)R Policy -- -1Sl umber City: Santa Ana State: CA ZIP Code: 92704 — Compa iy NAIC Number Ma ter_LD:---__-- SECTION E - BUILDING MEASUREMENT INFORMATION (SURVEY NOT RE Wff. D) FOR ZONE AO, ZONE AR/AO, AND ZONE A (WITHOUT BFE) . For Zones AO, AR/AO, and A (without BFE), complete Items El-E5. For Items E1-E4. use natural grade, if available. If the Certificate is intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements (C.2.a inapplicable Building Diagram) for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor (including basement, crawlspace, or enclosure) is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is: ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (C2.b in applicable Building Diagram) of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Brandon Tran Address: 16792 Bridgeport St City: Fountain Valley State: CA ZIP Code: 92708 Telephone: (71t4) 414-5701 Ext.: Email: brandonhtran@yahoo.com Signature: Vy-g�,� Date:03/31/2025 Comments: VCE FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 4 of 8 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAG CITY OF SANTA ANA Planning and Building Agency 1-i Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INS I-f�9Ug� A 5516 W. Davit Ave (including proposed additional living area) - ur. Policy City: Santa Ana State: CA ZIP Code: 92704 Compa N�iq;IC: weber. SECTION G — COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFFI ft The local official who is authorized by law or ordinance to administer the community's floodplain manageme - Section A, B, C, E, G, or H of this Elevation Certificate. Complete the applicable item(s) and sign below when: G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A (without a BFE), Zone AO, or Zone AR/AO, or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G, the local official describes specific corrections to the information in Sections A, B, E and H. G4. ❑ The following information (Items G5—G11) is provided for community floodplain management purposes. G5. Permit Number: G6. Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G9.a. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum: G9.b. Elevation of bottom of as -built lowest horizontal structural member: ❑ feet ❑ meters Datum: G10.a. BFE (or depth in Zone AO) of flooding at the building site: ❑ feet ❑ meters Datum: G10.b. Community's minimum elevation (or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑ feet ❑ meters Datum: G11. Variance issued? ❑ Yes ❑ No If yes, attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here. I have completed the information in Section G and certify that it is correct to the best of my knowledge. If applicable, I have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments (including type of equipment and location, per C2.e; description of any attachments; and corrections to specific information in Sections A, B, D, E, or H): \ICE FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 5 of 8 CITY OF SANTA ANA Planning and Building Agency ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGESI I-11 A NNMA\/A/+I Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR I S CtF ' ��tj r I I t� Policy 5516 W. Davit Ave (including proposed additional living area) Number: City: Santa Ana State: CA ZIP Code: 92704 Company)VA�C M �be�- as er I�: SECTION H — BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALU EMS (SURVEY NOT REQUIRED) (FOR INSURANCE PURPOSES ONLY) The property owner, owner's authorized representative, or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes. Sections A, 6, and I must also be completed. Enter heights to the nearest tenth of a foot (nearest tenth of a meter in Puerto Rico). Reference the Foundation Type Diagrams (at the end of Section H Instructions) and the appropriate Building Diagrams (at the end of Section I Instructions) to complete this section. H 1. Provide the height of the top of the floor (as indicated in Foundation Type Diagrams) above the Lowest Adjacent Grade (LAG). a) For Building Diagrams 1A, 1B, 3, and 5-8. Top of bottom ❑ feet ❑ meters ❑ above the LAG floor (include above -grade floors only for buildings with crawlspaces or enclosure floors) is: b) For Building Diagrams 2A, 213, 4, and 6-9. Top of next ❑ feet ❑ meters ❑ above the LAG higher floor (i.e., the floor above basement, crawlspace, or enclosure floor) is: H2 Is all Machinery and Equipment servicing the building (as listed in Item H2 instructions) elevated to or above the floor indicated by the H2 arrow (shown in the Foundation Type Diagrams at end of Section H instructions) for the appropriate Building Diagram? ❑ Yes ❑ No SECTION I — PROPERTY OWNER (OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and H must sign here. The statements in Sections A, B, and H are correct to the best of my knowledge. Note: If the local floodplain management official completed Section H, they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided (including required photos) and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Telephone: Ext.: Email: Signature: Date: Comments: JCE FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 6 of 8 CITY OF SANTA ANA Planning and Building Agency ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS Approved See Instructions for Item A6. FOR PERMIT ISSUANCE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 5516 W. Davit Ave (including proposed additional living area) Policy NAftAer ID_ City: Santa Ana State: CA ZIP Code: 92704 CompanpOk Nur►#*&_ Instructions: Insert below at least two and when possible four photographs showing each side of the building (for example, may only be able to take front and back pictures of town houses/rowhouses). Identify all photographs with the date taken and "Front View,"'Rear View," "Right Side View," or "Left Side View." Photographs must show the foundation. When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo One Photo One Caption: Photo Two Photo Two Caption: Clear Photo One Clear Photo Two FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 7 of 8 CITY OF SANTA ANA Planning and Building Agency ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGE 1-11 BUILDING PHOTOGRAPHS Approved Continuation Page FOR PERMIT ISSUANCE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR 1 qSURANCE COMPANY USE 5516 W. Davit Ave (including proposed additional living area) Policy )rrL:�Up; City: Santa Ana State: CA ZIP Code: 92704 COMPE n9PlW. Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and "Front View" earView." "Right Side View," or "Left Side View." When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo Three Photo Three Caption: Clear Photo Three Photo Four Photo Four Caption: Clear Photo Four FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 8 of 8 CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANC Vlas erllD: Date: STRUCTURAL CALCULATIONS FOR THE VU'S RESIDENCE ADDITION 5516 W. Davit Santa Ana, CA 92704 PREPARED BY: Hiep T. Tran 2907 Ebbtide Rd. QRpFESS/OH �O � T. TR �. Corona Del Mar, CA 92625 .� � ,r Tel: (949) 353-7486 � N"0.31 +Y Exp. 09/30/2025 s q� C1VIL FOp CAL\FO 7/25/25 CITY OF SANTAANA Planning and Building Agency DESIGN CRITERIA BLDG CODE: 2 0 2 2 G G SEISMIC LOAD: ASCE 7-16 WIND LOAD: ASCE 7-16 Approved FOR PERMIT ISSUANCE asierID: .)ate: FOUNDATION: Allowable Soil Pressure=1,000 PSF (DL+LL), Increase by 1/3 for Seismic and Wind Loads CONCRETE: Hard Rods Concrete with Minimum Compressive Strength of 2,S00 PSI at 28 days, TYPE 11 CEMENT, w/c=OA5 BOLTS: Botts Shall Be A307 REINFORCING: #3 & #4 Bars (Grade 10), 95 & Larger [Grade 601 STRUCTURAL STEEL, 24,000 PSI, ASTM A572 Grade 50 STRUCTURAL PIPE: 24,000 PSI, ASTM A36 PLYWOOD: DFPA Grade Stamped TYPE COX with wderior due PARALLAM: Based On 2.0 E PSI. TRUS JOIST, Fb=2,900 PSI, Fw290 P51, E=2.0X10A6.PSI, (ICC *M-13lM WOOD: Lumber Used in the Work Shall Be DOUGLAS RR LARCH CONCRETE BLOCK: Grade N. Light Weight Units, ASTM C 90 BRICK MASONRY: 'Grade NW. 2,500 p51 Units, ASTM C-62 LOADING CONDITIONS: ROOF: Item: Exterior Wall: Roofing psf 7 Roof Exterior Material Sheathing 2 psf Sheathing Roof Rafters 2 psf Interior Material Miscellaneous 2 psf Framing Dead Load _ psf Insulation Live Load 20- psf Dead Load Total Load _ psf Cathedral Ceiline: Ceiling Material -I-psf Interior Wall: Insulation 1 psf Exterior Material Additional Interior Material Dead Load 5psf Framing Dead Load Flat Ceiling: Ceiling Material _ psf Miscellaneous: Ceiling Joists _ psf Live Load Insulation _ psf Live Load Dead Load 5 psf Live Load j 0 ps-f Total Load f _011- psf Floor: Finish _ psf Sheathing — psf Framing _ psf Ceiling _ psf Insulation _ psf Miscellaneous _ psf Dead Load ..2p_ psf Live Load 42 psf Total Load Cq psf CITY OF SANTA ANA Planning and Buildin gency PRO ECT: _Appro ed JOB CFQf3P�AQ1_T_LSSUANC DATE: SHEET: Master ID: Date: _psf —psf —psf —psf psf 16 psf —psf _psf psf 8 psf Item: Stuco Deck 2_psf @ balconies @exits 1iidMEM � mcuil f QWE31M� Rl�f'r=� � Lt � � • CITY OF SANTA ANA Planning and Build +Agency Approved j FOR PERMIT ISSUANCE t Y11 dy? = 2- I - 0 r� K- r � L:---), -V,..B c (12- )�2`� C Master ID: Date: A.q7t: C . USA C.Zx 102 2� -;:�- 470 1 2.,+ 6, C . 7- = 1 CITY OF SANTA ANA Planning and B I�— iAgency Approved FOR PERMIT ISSUANCE Master ID: Date: p s� J WpL= 7k) CITY OF SANTA DNA Planning and BuildinrAgency Approved FOR PERMIT ISSUANCE Master ID: Date: c� 1�-- -�r, �� x II P� L`3 � d-I n ►2- 2 (-" 9 N'- 4F W b I, - Z dq,-e�, 0 P1"L,= it-0fI,-. �V1r OY- -- 4 ') V- -� I � : �, -�<> y 3,-� L3 CITY OF SANTA ANA Planning and Buildir6Agency Approved FOR PERMIT ISSUANCE Master ID: dt� 4t J 4'6 7(v-,- -36 cvS� D il (2— fu el 4-. � P �., -- t -1, ( 5 Y- -3' � L,— -- -zej C <�- "4 V _ 11I/VL o� = 13. o K— f 51' oi�l�� r -�,iV---D Ito- W V iper �d V� 1' 76 wpm= r�� ( =7� p�,. f v= 6 v� Ica z CITY OF SANTA ANA Planning and Buil I Agency Approved FOR PERMIT ISSUANCE Master ID: Date: V C �-4%ZAj CITY OF SANTA ANA Planning ano B it ing Agency Approved FOR PERMIT ISSUANCE OaIG 'U� UL, =-- (�9 ( I-) ;:7 41��, m � fling° t 6 . Z Lv 6L/- 2x ,-C, 2 0-- c �A )T LU.-( 2- �, C (- L A —\ W U-f $ ►`�5 36� w e wgj i 61 CITY Q ANA Planning and Build,ir�ency Approved FOR PERMIT ISSUANCE Master ID: Date: -+�-) ( )4 �.(-3 6'+ 4kD') 70 � ) ( 4 —7 �e-- ) ( I ec(- I 0--D 2-, -7 V- L7 -2 '-� k-) I L CITY OF SANTA ANA Planning and Building Agency I Approved FOR PERMIT ISSUANCE Master ID: Date: 17, -7 IT I r�J . 2S�lpI- Lim CITY OF SANTA ANA Planning and Buildinit, ency Approved FOR PERMIT ISSUANCE Master ID: Date: �4.25' 7. 15' / 4,25) '5" Pit, a1 V u q-- O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information New Single Family Residence/Duplex Addition/Remodel ADU Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1. New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR CITY OF SANTA ANA PIaNO a��,u�l�ng Agency Garden Grove Unified School District Certification of Compliance Payment of School Facility Fees Approved FOR PERMIT ISSUANCE Developer/Applicant (N VIA Master ID: Address ��7 V ✓' 7 V ate: L� Z73 b Telephone Number (�' �) 5 4f — Q 3Z3 Project Location ► e -1) Street Address City ZIP OFFICE USE yA iv Il ti(it►'✓� ✓1 Lk Elem. Schooy Int. School High School Thomas Mar, No. ° -----------------------------------��g------►-------` --- -- Number of Square Feet of Residential Space 2� 1F� X 7 -----------..... --- Total $ 4f-- Number of Square Feet of Commercial and Industrial Space - X —� `� Total $ The above representations as to square footage are true. Developer/Applicant agrees that if it is later determined that such representations are not true then this certificate shall automatically terminate and the appropriate City/County shall be notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to Government Code Section 65995 and Education Code Section 17620 must do so within 90 days from the payment of the fee. ate Developer/Applicant ------------------------------------------------------------------------------------------------------------------------------- Receipt of Payment This certifies that the above -named Developer/Applicant has paid school facility fees in compliance with Government Code Section 65995 and Education Code Section 17620. These fee have been received Cashheck Check No. �Izil-16 Date ollars $ CJ Bank PIA^"C kA, Superintendent Designee Garden Grove Unified School District (714) 663-6442 9703.69' (Rev. 6/14)