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FLOOD ZONE - 4413 W Sunswept Ave & Unit #2 - Plan
NGUYEN RESIDENCE PROJECT NEW ATTACHED ADU 4413 W SUNSWEPT AVE, SANTA ANA, CA 92703 NOTES DRAWING INDEX PROJECT INFO VICINITY MAP T-1 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A GRADING - TITLE SHEET ---------------------------------- 1 0F 2 GRADING PLAN, DETAILS --------------------------------- 2 0F 2 ADU AREA EXISTING MAIN HOUSE AREA =788 SF 1674 SF =0.47 Bldg #'s 101122116 & 17 APPROVALS: PLNG - C. Santana BLDG - T. Le POLICE - B. Martin PUBLIC WORKS - B. Sarlak EXISTING FLOOR PLAN A-1 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A EXISTING ELEVATIONS A-2 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A ” ® PROPOSED FLOOR PLAN A-3 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A 100 01 A-3 KITCHEN & DINING ROOM LIGHT AND VENT. CALCULATION PROPOSED ELEVATIONS A-4 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A ROOF PLANS A-5 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A DETAILS AD-1 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A ℄ SITE PLANS SP-1 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A S.0 STRUCTURAL GENERAL NOTES FATENING SCHEDULE S1.0 ADU FOUNDATION PLAN ROOF FRAMING PLAN SD1 STRUCTURAL AND FOUNDATION DETAILS SD2 STRUCTURAL AND FOUNDATION DETAILS 1.ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2022 CALIFORNIA RESIDENTIAL 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 DOCUMENTSA THE MORE STRICT CONDITION APPLIES SUBJECT TO REVIEW BY THE ENGINEER. 4.ALL INFORMATION 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, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT PROPER CHANGES CAN BE MADE. 5.REQUIRED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER 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 METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES INCLUDING BUT NOT LIMITED TO SHORING, INSURANCE, FENCING, CONSTRUCT/ON CANOPY, SCAFFOLDING ETC. FIELD OBSERVATIONS BY THE ENGINEER SHALL NOT BE CONSIDERED AS INSPECTIONS AS REQUIRED BY THE CODE. 8.REFER TO THE ARCHITECTURAL PLANS FOR DIMENSIONS, OPENINGS, LAYOUT ETC. A.ENCLOSED USABLE SPACE UNDER STAIRWAY REQUIRES ONE HOUR CONSTRUCTION ON ENCLOSED SIDE 1.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING MINIMUM GRADES: A. 2X FRAMING INCLUDING PLATES AND STUDS NO. 2 B. 4X BEAMS AND HEADERS UP TO 4X10 NO. 2 C. LARGER THAN 4X10 AND POSTS NO. 1 D. 6X AND LARGER BEAMS NO. 1 2.STRUCTURE PANELS SHALL BE DOUGLAS FIR CONFORMING TO U.S. PRODUCT STANDARD PSA1AA5 CD WITH EXTERIOR GLUE, AND SHALL BEAR THE STAMP OF AN APPROVED FABRICATOR. 3.INSTALLATION OF VERTICAL AND HORIONTAL 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 NUMBER SHALL BE 1AA. 6.BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT PLUS 1116 INCH UNLESS NOTED OTHERWISE. PROVIDE WASHERS UNDER HEAD AND NUTS OF BOLTS AND LAG SCREWS. 7.FRAMING CONNECTIONS SHALL BE ASIMPSON STRONGATIEA. 8.THE NUMBER OF NAILS CONNECTING LUMBER SHALL NOT BE LESS THAN THE MINIMUM REQUIRED ON CRC R602.3(1). AI ALL NAILS USED ON STRUCTURAL PANELS SHALL BE COMMON NAILS. 10.PROVIDE CONTINUOUS EDGE SUPPORT ALONG TOP AND BOTTOM OF 2X14 JOISTS. 11.BUILTAUP FRAMING MEMBERS SHALL BE CONNECTED AS FOLLOWS: A.2A2X 16D AT 12A O.C. STAGGERED TOP AND BOTTOM. B.3A2X 518A DIA. M.B. AT 18A O.C. STAGGERED TOP AND BOTTOM. C.4A2X 518A DIA. M.B. AT 18A O.C. STAGGERED TOP AND BOTTOM. 12.PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS. 13.PROVIDE SOLID BLOCKING UNDER ALL NONAPARALLEL PARTITIONS. 14.INSTALL LAG BOLTS BY DRILLING LEAD HOLE 65A TO 75A OF SHANK DIAMETER AND FULL DIAMETER FOR SHANK PORTION. USE SOAP OR OTHER APPROVED LUBRICANT ON THREADS. INSTALLATION SHALL BE BY TIGHTENING OF SCREW NOT BY HAMMERING. 15.TRUSS JOISTS SHOP DRAWINGS SHALL BE PROVIDED BY THE SUPPLIER AND SUBMITTED TO THE BULIDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. 16.SHOP DRAWINGS SHALL BE STAMPED AND WET SIGNED BY A LICENSED ENGINEER. 17.DOUBLE TOP PLATES WITH END JOINTS OFFSET BY 48A MIN. FOR STUD WALL 18.ALL INTERIOR NON A SHEAR WALLS TO BE SECURED WITH ICCAERS APPROVED SHO T PINS WITH CADMIUM WASHERS AT 32A O.C. PER MANUF. SPECS U.N.O. PROVIDE ANCHOR 6A FROM ALL CORNERS AND SPLICED. 1.GLUE LAMINATED BEAMS SHALL BE PER CBC (A/TC A 1A0.1 & ASTM 3737) AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 117. COMBINATION SYMBOLS SHALL BE AS FOLLOWS: A) 24FAV4 DF/DF FOR SIMPLE BEAMS B)24FAV8 DF/DF FOR CANTILEVERED BEAMS 2.PARALLAM BEAMS SHALL BE 2.0E PSL I LEVEL, ICC ESRA 1387 3.MICROLAM BEAMS SHALL BE 2.0E LVL 4.LAMINATED BEAMS SHALL BE FABRICATED BY A LICENSED FABRICATOR AND SHALL BE ACCOMPANIED TO 5.THE JOB SITE WITH CERTIFICATE OF FABRICATION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. 1.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO A.S. T.M. AA36 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, LA TEST EDITION. 2.PIPE COLUMNS SHALL CONFORM TO A.S. T.M. AA53 GRADE B. 3.TUBULAR STEEL SHALL CONFORM TO A.S. T.M. A500 GRADE B. 4.BOLTS SHALL CONFORM TO A.S. T.M. AA307 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.USE 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 REGISTERED DEPUTY A.INSPECTOR. WHERE A FILLET WELD SYMBOL IS USED IN THE PLANS WITHOUT INDICATION OF SIE, THE MINIMUM WELD SIE AS SPECIFIED IN THE A.I.S.C. MANUAL OF STEEL CONSTRUCTION SHALL BE USED. PROVIDE HOSE BIBB WITH NONAREMOVABLE BACK FLOW PREVENTEDA DWELLING. NOTES 1.CONTROL VALVER FOR SHOWER(TUBA SHOWER SHALL BE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE 2.MAX. FLOW RATE WC. = 1.28 GPM. SHOWER HEAD =1.8 GPM 3.USE 2A15 A FEET WHEN STUCCO IS APPLIED OVER PLYWOOD SHOWERS SHALL BE FINISHED 72A ABOVE DRAIN WI SURFACE MATERIAL NOT ADVERSELY EFFECTED BY MOISTURE 4.WATER HEATER WILL HAVE AN RA16 BLANKET OR BE RA TED FOR RA16 5.WATER HEATER MUST HAVE A PRESSURE AND A TEMPERATURE RELIEF VALVE PLUMBED TO THE OUTSIDE OF THE BUILDING 6.12A MIN. ACCESS PANEL IS REQUIRED FOR THE BATHTUB TRAP SLIP JOINT. 7.CLEANOUT IN UNDERFLOOR PIPING SHALL BE EXTENDED TO OR ABOVE THE FLOOR OR EXTENDED TO THE EXTERIOR OF THE BUILDING UNLESS: AN 18A X30A CLEARANCE IS PROVIDED FROM THE MEANS OF ACCESS. IN ADDTION, NO CLEAN OUT SHALL BE MORE THAN 20'A0A FROM THE ACCESS OPENING. 8.SHOWER AND BATHTUB DOORS AND THE ENCLOSURES TEMPERED GLASS 1.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE REQUIREMENTS OF A.S. T.M. AA615 GRADE 60 FOR BARS LARGER THAN A4, GR.40 FOR A4 OR SMALLER. WELDED WIRE FABRIC SHALL CONFORM TO A.S. T.M. AA82 AND AA185 . LAP 12 INCHES MINIMUM. DEL TAILING,FABRICA T/ON AND ERECTION OF REINFORCING BARS SHALL CONFORM TO THE 2.LATEST EDITION OF A.G.I. MANUAL OF STANDARD PRACTICE FOR DETAILING AND REINFORCED CONCRETE 3.STRUCTURES. MINIMUM COVER FORCAST IN PLACE CONCRETE SHALL BE AS FOLLOWS: 4.A. POURED AGAIN EARTH 3 INCHES B. POURED AGAIN FORM BELOW GRADE 2 INCHES C. FORMED SLABS 3/4 INCHES D. SLAB ON GRADE, TOP COVER 1 INCHES E. COLUMN AND BEAM MAIN BARS 1A1/2 INCHES F. WALLS EXPOSED TO WEATHER A 6 AND LARGER 2 INCHES A 5 AND SMALLER 1A1/2 INCHES 5.BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER DELETERIOUS MATERIAL THAT MAY AFFECT BOND. 6.ALL BEND SHALL BE MADE COLD. 7.LAP SPLICE LENGTH SHALL BE 40 BARS DIAMETERS MINIMUM AND SHALL BE STAGGERED. ALL REINFORCING BARS, EMBEDS, ANCHOR BOLTS, HOLDOWNS ETC. SHALL BE SECURED IN 8.PLACE PRIOR TO PLACEMENT OF CONCRETE. CODE REQUIRED INSPECTIONS BY JUR/STD/CT/ON AUTHORITY SHALL BE MADE AN SIGNED A. OFF PRIOR TO PLACEMENT OF CONCRETE. 1.A SOIL REPORT FOR THE SITE IS RECOMMENDED. IN LIEU OF A SOIL REPORT, FOUNDATION HAVE BEEN DESIGNED USING MAX ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSI. 2.FOUNDATION DESIGN IS BASED ON NONAEXPANSIVE 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 RESPONSIBLE FOR SHORING, FENCE ENCLOSURES AND PROTECTION LIFE AND PROPERTY UNTIL THE PROJECT IS COMPLETE. 5.THE ARCHITECTURAL FLOOR PLAN AND NOTIFY THE PROJECT DESIGNER OF ANY DISCREPANCIES PRIOR TO STARTING WORK. 6.TREATED LUMBER CONFORMING TO (CRC) FOR FOUNDATION PLATES AND SILL 7.FOUNDATION PLATES OR SILLS BOLTED WITH 5/8A DIA. X 12A ANCHOR BOLTS W/ 7A MIN. EMBEDMENT AT NOT MORE THAN 4'A0A O.C. ONE BOLT IS REQUIRED WITHIN 12A OF EACH END OF EACH MEMBER AND A MIN. OF 2 BOLTS ARE REQUIRED PER MEMBER (SEC. 2304.3.4 CBC). 8.FASTENERS SHALL BE HOTA DIPPED INCA COATED GALVANIED STEEL. A.A DILIGENT SEARCH SHALL BE CONDUCTED BY THE GRADING OR GENERAL CONTRACTOR TO LOCATE CESSPOOLS, SEPTIC TANK,... 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. 1.IN ALL BEDROOMS, PROVIDE ON OPENABLE ESCAPE WINDOW MEETING ALL OF THE FOLLOWING: AN OPENABLE AREA OF NOT LESS THAN 5. 7 SQ. FT., A MINIMUM CLEAR 24 INCHES HEIGHT AND 20 INCHES WIDTH AN A SILL HEIGHT NOT OVER 44 INCHES ABOVE THE FLOOR. 2.GLAING ADJACENT TO DOORS, SHALL MEET WITH CRC308.4.2. 3.5.0 SQ. FT. AT GRADE LEVEL. CONCRETE: A.REINFORCING STEEL: ASTM A615, GRADE A60. A4 AND SMALLER, GRADE A40. B.CONCRETE NORMAL WEIGHT WITH COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. WATERACEMENT RA TIO 0.45 AND CEMENT TYPE V OR PER SOILS REPORT. C.FOR STEM WALLS LONGER THAN 24': PROVIDE A4 VERTICAL BARS A 24A O.C. D.LANDING 3 1/2A CONC W/ 6X6 10X10 MESH.STEEL: 1. SHAPED AND PLATE: ASTM A36A TUBE: ASTM A500, GRADE B. 2. BOLTS: ASTM A307. WOOD: A.FRAMING MEMBERS : DOUGLAS FIR LARCH. B.COLUMNS, BEAMS, HEADERS, AND PLATES : NO 1 MA.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 ICC APPROVAL AND AS RECOMMENDED BY SIMPSON FOR EACH DEVICE. F.COMMON NAILS, UNLESS OTHERWISE NOTED, ALL NAILING TO BE PER CRC TABLE R602.3(1), UNLESS OTHERWISE NOTED. 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: A.DOUBLE FLOOR JOISTS REQUIRED UNDER PARALLEL BEARING WALLS. B.APPLY CONT. LINE OF GLUE TO FLOOR PANELS AT ALL JOIST. C.BLOCKING ARE REQUIRED AT ALL SHEAR WALL PANEL EDGES. D.CONSTRUCT OF PLYWOOD SHEAR WALL SHALL BE WITH COMMON NAILS ONLY. E.HOLD DOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEAR WALL SHALL HAVE TOLERANCE OF NO MORE THAN 1116A. F.ALL POSTS WITH HOLD DOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAILING. G.ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILL PLATE WITH 3AX3AX.22AA STEEL PLATE WASHERS. HORIONTAL PLYWOOD SHEATHING: A. VERTICAL PLYWOOD SHEATHING: (SEE SCHEDULE). EXTERIOR STUCCO NOTES: CRC SECTION R703 : A.STUCCO LA TH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND TO TOP AND BOTTOM PLATES B.USE 2AA15 FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD (CRC). 1.SERVICE: PROVIDE HEATING TO PRODUCE REQUIRED ROOM TEMPERATURE OF 70 DEGREE@ 3 FEET ABOVE FLOOR. RECEPTACLE/OUTLET: : 1.AT COUNTER SPACE IN KITCHEN AND DINING AREA, RECEPTACLE SHALL BE PROVIDED AS FOLLOWS: RECEPTACLE SHALL BE PROVIDED SO THAT NO POINT ALONG THE WALL IS MORE THAN 24A FROM A RECEPTACLE 2.RECEPTACLES OUTLETS SHALL BE PLACED A12'A0A MAXIMUM AND SHALL BE LOCATED WITH 6'A0A OF DOOR OPENINGS. 3.DETECTORS MUST RECEIVE POWER FROM THE BUILDING WIRING, WITH BATTERY BACKUP WITHOUT A DISCONNECTING SWITCH, OTHER THAN FOR OVER OVER CURRENT PROTECTION, EXCEPT THAT IN THE EXISTING PORTION OF AN EXISTING BUILDING (NOT IN AN ADDITION), THEY MAY BE BATTERY OPERA TED (CRC SEC. R314). 1.THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE F'C = 4,500 PSIA 28 DAYS UNLESS 2.USE TYPE V CEMENT AS REQUIRED AGAINST SULFATE ATTACK. WATER ACEMENT RATIO = 0.45 1.TOTAL DEAD LOAD = 15 PSF ROOF'G MATERIAL = 2 PSF SHEATHING = 2 PSF TRUSSES/ RAFTERS = 2 PSF CEILING JOISTS = 2 PSF DRYWALL = 2 PSF SPRINKER = 0.5 PSF SOLAR = 4 PSF MISCELLANEOUS = 0.5 PSF 2.ROOF LIVE LOAD = 20 PSF 3.CEILING LIVE LOAD = 10 PSF 4.WIND DESIGN DATA: BASIC WIND SPEED =110MPH WIND IMPORTANT FACTOR, I = 1.0 OCCUPANCY CATEGORY = II WIND EXPOSURE = C INTERNAL PRESSURE COEFFICIENT= 1.21 5.EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR I = 1.0 OCCUPANCY CATEGORY = II MAPPED: Ss = 1.338 S1 = 0.476 SMS = 1.606 SITE CLASS = D SDS = 1.071 SD1 = 0.476 DESIGN BASE SHEAR: CS = 0.171 R (SEISMIC FORCE RESIST SYSTEM) = 6.5 W = 2.50 PROCEDURE USED ELF Rho (REDUNDANCY FACTOR) = 1.3 1.ROOF SHEATING SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. 2.ROOF SHEATHING NAILING SHALL BE INSPECTED BEFORE COVERING. 3.PLYWOOD ROOF SHEATHING EXPOSED ON THE UNDERSIDE SHALL BE BONDED WITH EXTERIOR GLUE. 4.OCCUPANCY BUILDING REQUIRE CLASS ABA OR BETTER ROOFING. AS AMENDED BY THE CITY. 5.IF ASPHALT (COMPOSITION) SHINGLES ARE PROPOSED, INDICATE THE FOLLOWING: TWO LAYERS OF TYPE 15 FELTS APPLIED SHINGLE FASHION WITH 1AA LAPS ARE REQUIRED FOR ROOF WITH A SLOPE FROM 2:12 TO LESS THAN 4: 12 (NOTE THAT ONE LAYER OF TYPE 30 IS NOT AN ACCEPTABLE ALTERNATIVE). ONE LAYER OF TYPE 15 IS LESS THAN 2:12M, SHINGLES MAY NOT BE USED. ACCEPTABLE FASTENERS INCLUDE 12 GA. CORROSION RESISTANT NAILS W/ 3/8A HEAD OR 16 GA. APPROVED CORROSION RESISTANT STAPLES WITH 15/1 6A CROWN WIDTH . FASTENERS REQUIRE SUFFICIENT LENGTH TO PENETRATE 3/4A INTO THE SHEATHING OR THROUGH THE SHEATHING WHICHEVER IS LESS. FOR FASTERNERS PER 36A40A STRIP AND 2 PER AA18A SHINGLE ARE REQUIRED. VALLEY FLASHING SHALL BE NOT LESS THAN NO. 28 GALVANIED SHEET GAUGE CORROSION AT LEAST 4 INCHES. WOVEN ASPHALT SHINGLES APPLIED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTION ARE AN ACCEPTABLE ALTERNATIVE. IN EACH CASE, AND ADDITIONAL 36A WIDE TYPE 15 FELT IS REQUIRED UNDER THE VALLEY. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION Roof 1 Blocking between ceiling joists or rafters to top plate 4-8d box (2 1 2" x 0.113"); or 3-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131: nails Toe nail 2 Ceiling joists to top plate 4-8d box (2 1 2" x 0.113"); or 3-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131: nails Per joist, toe nail 3 Ceiling joist not attached to parallel rafter, laps over partitions (see Section R802.5.2 and Table R802.5.2) 4-10d box (3" x 0.128"); or 3-16d common (3 1 2" x 0.162"); or 4-3" x 0.131" nails Face nail 4 Ceiling joist attached to parallel rafter (heel joint) (see Section R802.5.2 and Table R802.5.2) Table R802.5.2 Face nail 5 Collar tie to rafter, face nail or 1 1 4 "x20 ga. ridge strap to rafter 4-10d box (3" x 0.128"); or 3-10d common (3" x 0.148"); or 4-3" x 0.131" nails Face nail to each rafter 6 Rafter or roof truss to plate 3-16d box nails (3 1 2 "x0.135"); or 3-10d common nails (3"x0.148"); 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails 2 toe nails on one side and 1 toe nail on opposite side of each rafter or truss 7 Roof rafter to ridge, valley or hip rafters or roof rafter to minimum 2" ridge beam 4-16d (3 1 2 "x0.135"); or 3-10d common (3" x 0.148"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails Toe nail 3-16d box (3 1 2 "x0.135"); or 2-16d common (31 2" x 0.162"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails End nail Wall 8 Stud to stud (not at braced wall panels) 16d common (3 1 2"x 0.162")24" o.c. face nail 10d box (3" x 0.128"); or 3"x 0.131" nails 16" o.c. face nail 9 Stud to stud and abutting studs at intersecting wall coners (at braced wall panels) 16d box (3 1 2 " x 0.135"); or 3"x 0.131" nails 12" o.c. face nail 16d common (3 1 2"x 0.162")16" o.c. face nail 10 Built-up header (2" to 2" header with 1 2" spacer) 16d common (3 1 2"x 0.162")16" o.c. each edge face nail 16d box (3 1 2 " x 0.135")12" o.c. each edge face nail 11 Continuous header to stud 5-8d box (2 1 2"x0.113"); or 4-8d common (2 1 2"x0.113"); or 4-10d box (3"x0.128") Toe nail 12 Top plate to top plate 16d common (3 1 2"x 0.162")16" o.c. face nail 10d box (3" x 0.128"); or 3"x 0.131" nails 12" o.c. face nail 13 Double top plate splice 8-16d common (3 1 2"x 0.162"); or 12-16d box (3 1 2"x 0.135"); or 12-10d box (3"x 0.128"); or 12-3" x 0.131" nails Face nail on each side of end joint (minimum 24" lap splice length each side of end joint) ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION 14 Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 16d common (3 1 2" x 0.162")16" o.c. face nail 16d box (3 1 2 " x 0.135"); or 3"x 0.131" nails 12" o.c. face nail 15 Bottom plate to joist, rim joist, band joist or blocking (at braced wall panels) 3-16d box (3 1 2 "x0.135"); or 2-16d common (3 1 2 " x 0.162"); or 4-3" x 0.131" nails 3 each 16" o.c. face nail 2 each 16" o.c. face nail 4 each 16" o.c. face nail 16 Top or bottom plate to stud 4-8d box (2 1 2" x 0.113"); or 3-16d box (3 1 2" x 0.135"); or 4-8d common (2 1 2" x 0.113"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131: nails Toe nail 3-16d box (31 2" x 0.135"); or 2-16d common (3 1 2" x 0.162"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails End nail 17 Top plate, laps at corners and intersections 3-10d box (3" x 0.128"); or 2-16d common (31 2" x 0.162"); or 3-3" x 0.131" nails Face nail 18 1" brace to each stud and plate 3-8d box (2 1 2" x 0.113"); or 2-8d common (2 1 2" x 0.131"); or 2-10d box (3" x 0.128"); or 2 staples 13 4 " Face nail 19 1" x 6" sheathing to each bearing 3-8d box (2 1 2" x 0.113"); or 2-8d common (2 1 2" x 0.131"); or 2-10d box (3" x 0.128"); or 2 staples, 1" crown, 16 ga., 13 4" long Face nail 20 1" x 8" and wider sheathing to each bearing 3-8d box (2 1 2" x 0.113"); or 3-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 3 staples, 1" crown, 16 ga., 13 4" long Face nail Wider than 1"x8" 4-8d box (2 1 2" x 0.113"); or 3-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 4 staples, 1" crown, 16 ga., 13 4" long Floor 21 Joist to sill, top plate or girder 4-8d box (2 1 2" x 0.113"); or 3-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails Toe nail 22 Rim joist, band joist or blocking to sill or top plate (roof applications also) 8d box (2 1 2 " x 0.113")4" o.c. toe nail 8d common (21 2"x 0.131"); or 10d box (3" x 0.128"); or 3" x 0.131" nails 6" o.c. toe nail 23 1" x 6" subfloor or less to each joist 3-8d box (2 1 2" x 0.113"); or 2-8d common (2 1 2" x 0.131"); or 3-10d box (3" x 0.128"); or 2 staples, 1" crown, 16 ga., 13 4" long Face nail 24 2" subfloor to joist or girder 3-16d box (3 1 2 " x 0.135"); or 2-16d common (3 1 2 " x 0.162")Blind and face nail 25 2" planks (plank & beam - floor & roof) 3-16d box (3 1 2"x0.135"); or 2-16d common (3 1 2"x0.162")At each bearing, face nail 26 Band or rim joist to joist 3-16d common (3 1 2"x 0.162") 4-10 box (3" x 0.128"), or 4-3" x 0.131" nails; or 4-3" x 14 ga. staples, 7 16" crown End nail 27 Built-up girders and beams, 2-inch lumber layers 20d common (4" x 0.192"); or Nail each layer as follows: 32" o.c. at top and bottom and staggered. 10d box (3"x 0.128"); or 3" x 0.131" nails 24" o.c. face nail at top and bottom staggered on opposite sides And: 2-20d common (4" x 0.192"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails Face nail at ends and at each splice 28 Ledger strip supporting joists or rafters 4-16d box (3 1 2" x 0.135"); or 3-16d common (31 2" x 0.162"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails At each joist or rafter, face nail 29 Bridging or blocking to joist 2-10d box (3" x 0.128"); or 2-8d common (2 1 2" x 0.131"); or 2-3" x 0.131" nails Each end, toe nail ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING OF FASTENERS Edges (inches)h Intermedlate supportsc,e (Inches) Wood structural panels, subfloor, roof and Interior wall sheathing to framing and particleboard wall sheathing to framing [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] 30 3 8 " - 1 2 " 6d common (2" x 0.113"), nail (subfloor, wall)i 8d common (21 2" x 0.131") nail (roof); or RSRS- 01 (23 8" x 0.113") nail (roof)i 6 12f 31 19 32 " - 1" 8d common (21 2" x 0.131"); or RSRS- 01; (23 8" x 0.113") nail (roof)i 6 12f 32 1 1 8 " - 1 1 4 " 10d common (3" x 0.148") nail; or 8d (21 2" x 0.131") deformed nail 6 12 Other wall sheathingg 33 1 2" structural cellulosic fiberboard sheathing 11 2" galvanized roofing nail, 7 16" head diameter, or 11 4" long 16 ga. staple with 7 16" or 1" crown 3 6 34 25 32" structural cellulosic fiberboard sheathing 13 4" galvanized roofing nail, 7 16" head diameter, or 1 1 2 " long 16 ga. staple with 7 16" or 1" crown 3 6 35 1 2 " gypsum sheathingd 11 2" galvanized roofing nail, staple galvanized, 1 1 2" long; 1 1 4" screws, Type W or S 7 7 36 5 8 " gypsum sheathingd 1 3 4" galvanized roofing nail, staple galvanized, 1 5 8" long; 1 5 8 " screws, Type W or S 7 7 Wood structural panels, combination, subfloor underlayment to framing 37 3 4" and less 6d deformed (2" x 0.120") nail; or 8d common (2 1 2" x 0.131") nail 6 12 38 7 8" - 1" 8d common (2 1 2" x 0.131") nail; or 8d deformed (2 1 2" x 0.120") nail 6 12 39 1 1 8" - 1 1 4" 10d common (3" x 0.148") nail; or 8d deformed (2 1 2" x 0.120") nail 6 12 TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1)-continued FASTENING SCHEDULE For S1: 1 inch = 25.4mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa a.Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch ( 20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b.Staples are 16 gage wire and have a minimum 7 16 inch on diameter crown width. c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inchs or greater. d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e.Spacing of fasteners not included in this table shall be based on Table R602.3(2). f.For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where ultimate design wind speed is 130 mph or greater but less than 140 mph. g.Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C208. h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. i.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of of the rafter shall not be required. j.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667 GENERAL NOTES FRAMING LUMBER GLULAM/PARALLAM/MICROLAM BEAMS STRUCTURAL AND MISCELLANEOUS STEEL PLUMBING REQUIREMENT REINFORCING STEEL FOUNDATION DOOR & WINDOWS STRUCTURE NOTES: MECHANICAL REQUIREMENT ELECTRICAL REQUIREMENT CONCRETE ROOFING NOTES DESIGN CRITERIA SHEET INDEX SPECIAL INSPECTION 1.SHEAR WALL PANEL (A=4A O.C.) (PERIODIC) S.0 GENERAL NOTES FASTENING SCHEDULE 44 1 3 W . S u n s e p t A v e , U n i t # 2 S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET NAME: PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: AD U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET EXP: 09/30/2025 1 11/05/2024 PLAN CHECK TI L A L Y N G U Y E N 44 1 3 W . S U N S W E P T A V E U N I T # 2 44 1 3 W . S U N S W E P T A V E U N I T # 1 HD U 2 B 8'-0" HD U 2 5" THK. CONCRETE SLAB ON GRADE W/ #4 @ 16" O.C. EA.WAY @ MID DEPTH OVER 10 MIL VISQUEEN OVER 4" BASE OF 1/2" OR LARGER CLEAN AGGREGATE. HD U 2 B 8'-0"HD U 2 HDU2 B 8' - 0 " HDU2 HDU2 B 8' - 0 " HDU2 1' 1' 1' 1' 14'-8" SD1 4 SD1 4 SD1 4 SD1 10 SD1 7 TYP. SD1 15 (E) SLAB (E ) F O O T I N G SD1 12 TYP. SD1 13 SD1 13 SD1 15SD1 15 (E ) F O O T I N G (E) FOOTING(E) FOOTING(E) FOOTING 2X 6 C . J . @ 1 6 " O . C . , T Y P . 2X 6 R . R . @1 6 " O . C . , T Y P . 2X 6 R . R . @1 6 " O . C . , T Y P . 4 x 6 H D R 4 x 6 H D R 4 x 6 H D R 4 x 6 H D R 4 x 8 H D R 4 x 6 HDR 4 x 6 HDR 2X 6 C . J . @ 1 6 " O . C . , T Y P . 5 1/4" x 11 7/8" PSL CLG BM 1 B 8'-0"4x 4 4x 4 ST22 CONT. DBL TOP PLATE B 8'-0"4x 4 4x 4 B 8' - 0 " 4x4 4x4 4x4 B 8' - 0 " 4x4 SD1 16 SD1 17 SD1 17 SD1 18 SD2 5 2x PURLIN 2x PURLIN SD2 3 SD2 2 2x8 RIDGE BOARD SD2 6 3-2x4 SD2 7 (E ) H D R (E ) H D R (E) HDR R. R . w / E . N . L = 6 ' SD2 8A (E ) R . R . 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR MORE INFORMATION. 4. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 5. USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS PROJECT. CONTACT FOR CONVERSION TABLE OR SUBMIT SHOP DRAWINGS TO E.O.R. FOR REVIEW AND APPROVAL. 3. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 2. ALL STRUCTURAL HARDWARE SHALL BE SIMPSON STRONG-TIE OR APPROVED EQUIVALENT. DENOTES SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. X SDX DENOTES DETAIL NUMBER DETAIL SHEET NUMBER DENOTES CALIFORNIA FRAMING X X'-X" 7. CRC CH6 BALLOON FRAMED WALLS (NON-BEARING) STUD HEIGHTS: 8. BEARING STUD HEIGHTS: DENOTES INDICATES ROOF RAFTERS/ F.J., SEE PLAN FOR SIZE & SPACING. X 6. USE 2X TRIMMER FOR HEADERS LESS THAN 6'-0" AND (2)2X FOR 6'-0" TO 10'-0" LONG SPAN IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. SEE PLANS FOR HEADERS LARGER THAN 10'-0" LONG. INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. 9. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER DETAIL 1/SD1. DENOTES BEARING WALLS, SEE PLAN. DENOTES INDICATES CEILING JOISTS/ F.J., SEE PLAN FOR SIZE & SPACING. 10. REFER TO DETAIL 5/SD1 FOR TYPICAL DIAPHRAGM SHEATHING LAYOUT AND NAILING PATTERN. 11. PROVIDE 2X BLK'G @ CEILING JOIST NOT SUPPORTED LATERALLY BY JOIST. DENOTES POST OR TRIMMER AS NOTES REMOVE WALL FRAMING NOTES -2x4's @ 16" o.c. maximum 14'-0" height -2x6's @ 16" o.c. maximum 20'-0" height -2x4's @ 16" o.c. maximum 10'-0" height -2x6's @ 16" o.c. maximum 16'-0" height SYMBOL LEGEND DENOTES BEAM NUMBER, REFER TO CALCULATIONS. DENOTES FOOTING DENOTES DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) DENOTES PADP2424 NEW WALL FOUNDATION NOTES 1. REFER TO S0 SHEETS FOR MORE INFORMATION. 4. CONCRETE COMPRESSIVE STRENGTH SHALL BE f'c = 4500 PSI (U.N.O.) 3. SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF EPOXY. 2. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG. OF RECORD FOR ALL DISCREPANCIES. PAD SCHEDULE NOTE: 1. SCARIFY TOP 12 INCHES PRIOR TO TRENCHING FOR THE UTILITY AND/OR FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE TIME OF FOUNDATION INSPECTION. DAMP PROOFING, BASE COURSE AND PRE-SATURATION ARE REQUIRED. SDPWS-2021/CBC 2022 DESCRIPTION MAT'L FRAMING SIZE EDGE NAILING 1,2 FIELD 16D SIMP. SDS A.B.'S 5/8"VALUE 8d 10d 10d 6" 6" 4" 12" 12" 12" 6"12" 8" 10" 48" 36" 24" 200/280 plf 340/476 plf 510/714 plf SHEARWALL SCHEDULE FOOTNOTES: 1.ALL NAILS TO BE COMMON NAILS. 2.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS. 3.SHT'G APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED. 4.STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY. 5.SHEETS SHALL NOT BE LESS THAN 4FT X 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM. 6.SQUARE PLATE WASHERS SHALL BE USED WITH ALL GALVANIZED ANCHOR BOLTS. 2X4 WALL: 3" X 3" X 0.229" GALVANIZED STEEL. 2X6 WALL: 4-1/2" SQ. X .229" GALVANIZED STEEL. 7. WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEARWALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 10d 3"12"6"16"665/931 plf 3" STAGG. 2" STAGG. SEISMIC & CONFORMING TO ANSI/AF&PA LTP4 OR A35 16" 12" 10" 8" 10d 2"12"--4"12"870/1218 plf6" W/ 8d @ 6", 12", BLOCKEDA3/8" PLYWD/OSB, STRUCT. I B C D E W/ 10d @ 2", 12", BLOCKED 15/32" PLYWD/OSB, STRUCT. I WIND 4"W/ 10d @ 6", 12", BLOCKED 15/32" PLYWD/OSB, STRUCT. I W/ 10d @ 4", 12", BLOCKED 15/32" PLYWD/OSB, STRUCT. I W/ 10d @ 3", 12", BLOCKED 15/32" PLYWD/OSB, STRUCT. I PANEL JOINT SILL 2X 2X 3X 3X 3X 2X 2X 2X 2X 2X STAGG. STAGG. SILL TO RIM/BLK'D RIM/BLK'D TO TOP PLATE SILL TO FOUND. 8d 6"12"6"16"32"(EXTERIOR NON-SHEARWALL) 3/8" CDX 2X 2XP 44 1 3 W . S u n s e p t A v e , U n i t # 2 S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET NAME: PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: AD U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET S1.0 ADU FOUDATION PLAN FRAMING PLAN SCALE: PARTIAL FOUDATION PLAN 1/4" = 1'-0" SCALE: PARTIAL ROOF FRAMING PLAN 1/4" = 1'-0" EXP: 09/30/2025 1 11/05/2024 PLAN CHECK TI L A L Y N G U Y E N 44 1 3 W . S U N S W E P T A V E U N I T # 2 44 1 3 W . S U N S W E P T A V E U N I T # 1 SHEAR TRANSFER DETAIL SD1 STRUCTURAL & FOUNDATION DETAILS 44 1 3 W . S u n s e p t A v e , U n i t # 2 S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET NAME: PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: AD U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET TOP PLATE SPLICE EQ.EQ. EQ.EQ. EQ.EQ. TOTAL STRAP LENGTH PLATE NOTCH AT NON SHEAR WALL D/ 2 M A X . 5"5"3" MAX. 2D MIN. D/ 3 D/ 2 D/ 2 D D/ 3 5" MIN. 9" MAX. 5" MIN. 9" MAX. 2D MIN. D/ 2 D/ 2 D "B" 8" MAX @SHEARWALL "B " 5" MIN. 9" MAX. SHEAR PANEL 1' MIN. 1' MI N . WH E R E RE Q ' D 7" MI N BLOCKING AT EDGE SUPPORT PLYWOOD SHEATHING LAYOUT 1/8" GAP 1" 1" TYP. CONTROL JOINTHOLDOWN DETAIL 12"12" 3" MI N le TYPICAL EXTERIOR FOOTING NON BEARING WALL 1/ 2 " M I N . 1/ 2 " M I N . R.R. PERPENDICULAR TO EX. WALL DETAIL (N) FOOTING TO (E) FOOTING 8"24" (N) CONC. SLAB TO (E) FOOTING. 4" 6" 24"6" ANCHOR BOLTS WITH EPOXY 13 4" MIN. 7" HOLDOWN ANCHOR BOLTS WITH EPOXY 13 4" MIN. 13 " TYP. REINF. @INTERS. AND CORNERS L16 D 16 D 16 D INTERIOR BEARING WALL FOOTING D W CONC. SLAB 2X6 STUDS @16" O.C. SHEAR PANEL PER PLAN P.T.SILL PLATE SEE PLAN FOR A.B. 3" CL R EXP: 09/30/2025 1 11/05/2024 PLAN CHECK TI L A L Y N G U Y E N 44 1 3 W . S U N S W E P T A V E U N I T # 2 44 1 3 W . S U N S W E P T A V E U N I T # 1 44 1 3 W . S u n s e p t A v e , U n i t # 2 S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET NAME: PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: AD U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET SD2 STRUCTURAL & FOUNDATION DETAILS DRAG DETAIL OR ST6224 OR ST6224 (3)16d E/S SIMPSON MSTI 36 FLUSH BEAM POST OR MULT. 2X STUDS (3)16d E/S SIMPSON MSTI 36 BEAM EQ. ALT. CONDITION EQ. EQ. EQ. (2)2X TOP PLATE SIMP. A35 @ TOP.& BOTT. POST SILL PLATE SIMP. A35 @ BM PER PLAN TOP & BOTT. POST OR MULT. STUD. STUD PER PLAN BEAM POCKET R.R. TO RIDGE BOARD EQ.EQ. DRAG DETAIL - BEAM TO TOP PLATE EQ.EQ. DETAIL HEADER 4XPOST W/ 2 - A35 TOP 2 - A35 BOTTOM BEAM DETAIL CONNECTION DETAIL CONNECTION DETAIL C.J. 12" LAP W/4-16d 16d @ 8" O.C. @32"O.C.LTP4 EXP: 09/30/2025 1 11/05/2024 PLAN CHECK TI L A L Y N G U Y E N 44 1 3 W . S U N S W E P T A V E U N I T # 2 44 1 3 W . S U N S W E P T A V E U N I T # 1 CAL GREEN (1 OF 2) GN-1 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A CAL GREEN (2 OF 2) GN-2 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A T24.1 ADU TITLE 24 44 1 3 W . S u n s e p t A v e , S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: AD U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET EXP: 09/30/2025 T24.2 TITLE 24 CONT. 44 1 3 W . S u n s e p t A v e , S a n t a A n a , C A 9 2 7 0 3 DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: PLAN CHECK # JOB NO: AD U DATE: SCALE: AS INDICATED DESIGNER: N/A SHEET EXP: 09/30/2025 Planning and Building Age 1. ALL GRADING SHALL COMPLY WITH 2O10 CBC CHAPTERS 18 AND 33, AND APPENDIX JAND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT IS REQUIRED FOR GRADING. 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR. A PRE -GRADING MEETING ON THE SITE IS REQUIRED BEFORE STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL ENGINEER, GRADING INSPECTOR AND WHEN REQ UIRED, THE ARCHAEOLOGISTAND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. 3. ANAPPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 4. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS P URVIE W. 5. THE GEOTECHNICAL ENGINEER SHALL PERFORMPERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING. THE COMPACTIONREPORTAND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAMMUMDENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAMMUMDENSITY CURVES BY THE FIELD TECHNICIANN, 6. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO I FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLYAPPROVED OTHERWISE. 7. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO MINIMUMOF 95% RELATIVE DENSITY. MAMMUMDENSITY SHALL BE DETERMINED BY UNIFORMBUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT, AND FIELD DENSITY BY UNIFORM CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT. 8. THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NE CESSAR Y PERMIT FROMTHE STATE OF CALIFORNLA DIVISION OF IND USTRLAL SAFETY. 9. ALL CUT SLOPED SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITYPROBLEMEXISTS SHOULD EXCAVATIONDISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGINEER SHALL SUBMIT RECOMMENDED TREATMENT TO THE CITY ENGINEER FOR APPROVAL. 10. THE PERMITEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER ACTIVE SITES AT LEAST TWICE DAILY 11. THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 12. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5: 00 P.M. AND 7: 00 A.M. 13. THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS WHICH MAYAFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATIONAND WHEN EXCAVATION COMMENCES. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BYLAW. 14. ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPEN TO HANDLE THE STORM WATER; HOWEVER, INANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 15. APPROVED EROSIONPROTECTIONDEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASONAND SHALL BE INPLACE AT THE END OF EACH DAYS WORK. PROPER EROSION CONTROL MEASURES MUST BE SHOWN ON THE PLANS. 16. CONSTRUCTION SITES SHALL BE MAINTAINED INSUCH A CONDITION THAT ANANTICIPATED STORMDOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITES. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT. CAUSE OR CONTRIBUTE TO A VIOLATION OFANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CA USE POLLUTION, CONTAMINATION, OR NUISANCE, OR CONTAINA HAZARDOUS SUBSTANCE INA QUANTITYREPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117AND 302. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS, • WASTES FROMPAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVESAND SOLVENTS, ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERYFLUIDS; FERTILIZERS, VEHICLES/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES, WASTES FROM ANYENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATERLINE FL USHINGS. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR INA SPECIFIED AND CONTROLLED TEMPORARYAREA ON -SITE, PHYSICALLY SEPARATED FROMPOTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL INACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 17. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSIONIS PROHIBITED. DEWATERING OFNON-CONTAMINATED GROUNDWATER REQUIRESA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEMPERMIT FROMTHE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 18. ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAIL URE TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HA ULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED. 19. ALL TRUCKS HAULING DIRT, SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN LEAST TWO FEET OF FREEBOARD IN ACCORDANCE WITH THE REQ UIREMENTS OF CVC SECTION 23114. 20. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPERTIES THATARE CAUSED BY THE WORK ON -SITE. REPAIR MUST BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER. 21. MINIMUMASPHALT PAVEMENT SECTION SHALL BE: COMMERCIAL AND INDUSTRIAL: PARKING STALLS = 3"A.C. OVER 6"A.B DRIVEAISLES = 3"A.C. OVER 10"A.B. MULTI -FAMILY PARKING STALLS = 3"A.C. OVER 4"A.B. DRIVEAISLES = 3"A.C. OVER 8"A.B. OR PER THE GEOTECHNICAL REPORT WHEN THICKER SECTION IS REQUIRED. 22. EAR THWORK VOL UMES: CUT: 5CUBIC YARDS FILL: 35CUBIC YARDS NET.• 30CUBIC YARDS SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CUBIC YARDS. 23. SEPARATE PERMITS MUST BE OBTAINED FROMTHE CITYBUILDING AND SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES, TRASHENCLOSURES, ON -SITE PLUMBING AND ALL BUILDING STRUCTURES. ESTIMATE OF EARTHWORK Q UANTITIES: CUT=OCY FILL=2CY. OVER EXCAVATION = 25 C.Y. ACREAGE = 0.17ACRE Underground Service Alert PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITYPIPES OR STRUCTURES SHOWN ON THIS PLANARE OBTAINED BYA SEARCH OR AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRA CTOR IS REQUIRED TO TAKE DUE PRECA UTIONAR Y MEASURES TO PROTECT THE UTILITIES SHO WNAND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHO WN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THATALL EMPLOYEESARE PROVIDED A SAFE PLACE TO WORKAND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETYAND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS." CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RE- SPONSIBILITY FOR JOB SITE CONDITIONS D URING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OFALL PERSONS AND PROPERTY, • THAT THIS REQUIRE- MENT SHALL APPLY CONTINUO USL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFYAND HOLD THE OWNER AND THE ENGINEER HARMLESS FROMANYAND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC- TION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITYARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE STAKES BEFORE COMMENCING THE OPERATIONS. SHOULD OCCASION ARISE WHERE THE VALIDITY OF STAKE IS QUESTIONABLE, EITHER AS TO ITS LOCATION OR THE OFFSET MARKED THEREON, OR AS TO THE ELEVATION OF CUT OR FILL MARKED THEREON. CONTRACTOR SHALL NOTIFY THE ENGINEER WHO WILL CHECK THE STAKE OR STAKES IN QUESTION. ANY STAKES FOUND TO BE IN ERROR WILL BE RESET WITHOUT CHARGE. IT IS UNDERSTOOD THAT THE ENGINEER WILL NOT BE CHARGED FOR ANY STANDBY OR "DOWN" TIME AS A RESULT OF SUCH CHECKING AND/OR RESETTING PROCEDURE. THE ENGINEER IS NOT LIABLE FOR ALLEGED ERRORS WHEN STAKES HAVE BEEN DESTROYED AND FIELD NOTES AND RECORDS INDICATE STAKES WERE SET CORRECTLY. EXACTLAYOUTS OFALL HARDSCAPE ELEMENTS MAYNEED TO BE MODIFIED AND SOMEFIELD ADJUSTMENTS MAYBE NECESSARY. THE CONTRACTOR SHALL INCLUDE AS PART OF THE BID, TIME AND LABOR FOR ANY MODIFICATIONS NECESSARY TO IMPLEMENT THE INTENT OF THE DRAWINGS. THE CONTRACTOR IS RESPONIBLE FOR DETERMINING QUANTITIES. THE IMPROVEMENTSAND EARTHWORK QUANTITIES SHOWN HEREON ARE NOT TO BE USED FOR BIDDING OR ESTIMATING. CALIFORNIA COUNCIL OF CIVIL ENGINEER & LAND SURVEYOR CONSTRUCTION CONTRACTOR AGREES THATINACCORDANCE WITH GENERALLYACCEPTED CONSTRUCTIONPRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS D URING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OFALL PERSONS AND PROPERTY, • THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLYAND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFYAND HOLD DESIGN PROFESSIONAL HARMLESS FORMANYAND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITYARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. NOTES: I- ALL CONSTRUCTION WORK WITHIN THE PUBLIC RIGHTOFWAY SHALL BE UNDER SEPERATE PERMIT. 2- THE CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT SOIL REPORT AND ANY SUPPLEMENTS. 3- THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IMPROVEMENTAND EARTHWORK QUANTITIES. THE IMPROVEMENTS AND EARTHWORK QUANTITIES SHOWN HEREONARE NOT TO BE USED FOR BIDDING OR ESTIMATING. 4- FOR INFORMATION ONLY, BLOCK WALLS TO BE INSPECTED BY OTHERS UNDER A SEPARATE PERMIT. APPROVAL OF THIS PLANDOES NOT CONSTITUTE APPROVAL OF THE STRUCTURAL INTEGRITY OF BLOCK WALLS. GENERAL NOTES FOR PUBLIC WORKS PERMITTED WORK ON WATER DISTRIBUTIONSYSTEM 1. CONSTRUCTIONAND INSTALLATION OFALL WATER MAINSAND APPURTENANCES SHALL BE INACCORDANCE WITH THE CITY OF SANTA ANA STANDARD PLANSAND SPECIFICATIONS. WHERE THE STANDARD PLANSARE SILENT, CONSTRUCTIONAND INSTALLATION OF WATER MAINS AND APPURTENANCES SHALL CONFORM. TO THE AMERICAN WATER WORKS ASSOCIATION (AWWA) SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTR UCTION, 2012 EDITION. 2. CONSTRUCTION OF WATER MAINS AND APPURTENANCES SHALL ONLYBE PERFORMED BYQUALIFIED CONTRACTORS WITHA VALID CALIFORNIA CONTRACTOR A OR C34 LICENSE. 3. NO PERSON, OTHER THAN CITY OF SANTA ANA WATER RESOURCES DIVISION STAFF CERTIFIED BY THE STATE OF CALIFORNIA AS A WATER DISTRIBUTION OPERATOR, SHALL BE ALLOWED TO OPERATE THE CITY'S WATER SYSTEM VALVES. 4. NO PERSON, OTHER THAN CITY OF SANTA ANA WATER RESOURCES DIVISION STAFF CERTIFIED BY THE STATE OF CALIFORNIA AS A WATER DISTRIBUTION OPERATOR, SHALL SHUT WATER SER VICE OFF TO ANY CUSTOMER. 5. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITYFOR REVIEW AND APPROVAL "DISINFECTION AND FLUSHING PLAN" PER THE CITY OF SANTA ANA DESIGN GUIDELINES AND STANDARD DRAWINGS. 6. ALL NEWLY CONSTRUCTED WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED AND TESTED INACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION STANDARD C600'S, PRIOR TO CONNECTING TO THE CITY'S WATER DISTRIBUTION SYSTEM. DISINFECTION TESTING RESULTS SHALL BE SUBMITTED TO THE WATER RESOURCES DIVISION FOR REVIEW AND APPROVAL PRIOR TO CONNECTING TO THE CITY'S WATER DISTRIBUTION SYSTEM. 7. WATER MAINS WILL BE HYDROSTATIC TESTED AT 200 PSI FOR 2 HOURS. NEW WATER MAINS CANNOT BE TESTED AGAINST AN EXISTING VALVE BUT CAN BE TESTED USING A TEST PLATE. 8. REQUESTS TO SHUT -DOWN THE WATER DISTRIBUTION SYSTEM FOR TIE-INS OR OTHER PURPOSES SHALL BE COORDINATED WITH THE WATER RESOURCES DIVISION STAFFAT LEAST 2 WEEKS INADVANCE THROUGH THE CITYINSPECTOR. ALL CUSTOMERS AFFECTED BY THE PROPOSED SHUTDOWN SHALL BE NOTIFIED IN WRITING 48 HOURS INADVANCE BY THE CONTRACTOR. 9. THE CITY OF SANTA ANA WATER RESOURCES DIVISION CANNOT GUARANTEE A COMPLETE SHUTDOWN OF EXISTING MAINS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND ISOLATION OF CONSTRUCTION FOR TESTING OR ANY OTHER PURPOSES. 10. ALL FIRE HYDRANTS WHICHARE OUT OF SERVICE OR NEW FIRE HYDRANTS WHICH HAVE NOT BEENACCEPTED FOR SERVICE SHALL BE COVERED WITHA SACK INDICATING THAT THE HYDRANTS ARE NOT IN SERVICE. 11. MAINTAINING WATER SERVICE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR ANY SHUTDOWNLASTING LONGER THANFOUR (4) HOURS. METHOD OF PROVIDING TEMPORARY SERVICE MUSTBE APPROVED BY THE WATER RESOURCES DIVISION. THE WATER SHALL BE SAFE FOR DRINKING INACCORDANCE WITH STATE OF CALIFORNIA WATER RESOURCES CONTROL BOARD (SWRCB) DRINKING WATER PROGRAM (DWP). 12. WATER METER WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW DEVICES REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED, TESTED, APPROVED, AND SIGNED OFF BY THE CITY. CONTACT WATER RESOURCES DIVISION AT 714 647 3320. 13. ALL WATER MAINS SHALL BE AWWA C-900 PVC, DR14 PIPE OR AWWA C-151 DUCTILE IRON PIPE. ALL OTHER PIPE MATERIALS REQUIRE SPECIAL REVIEW AND APPROVAL FROM WATER RESOURCES DIVISION. 14. WA TER MAINS SHALL HAVE36" MINIMUM COVERTOFINISHED GRADE .ANYDEVIA TIONFROMTHIS REQUIREMENTREQUIRES APPROVAL FROM THE WATER RESOURCES DIVISION. 15. CONTRACTOR TO VERIFYDEPTHAND LOCATION OFALL UTILITIES AND POINTS OF CONNECTION PRIOR TO TRENCHING. 16. PRIVA TE WATER APPURTENANCES SUCH AS BACKFL0W PRE VENTERS, FIRE HYDRANTS AND STANDPIPES, AND VAL VES SHALL BE PAINTED AS FOLLOWS: a. DOMESTIC WATER: BL UE b. POTABLE IRRIGATION.- GREEN C. RECYCLED IRRIGATION: PURPLE d. FIRE PROTECTION- OSHA SAFETYRED 17. DO NOT CUT OR SNAP CUT OR MILL ASBESTOS CEMENT PIPE. WHERE JOINING EXISTING ASBESTOS CEMENT PIPE, EXPOSE SIX FEET IN EACHDIRECTION, LOOKING FOR THE NEAREST JOINT AND JOIN TO NEW PIPE WITHA PROPERLYDIMENSIONED ADAPTER PER STANDARD PLAN NUMBER 1443. 18. DO NOT TAP EXISTING MAINS WITHOUT THE PRESENCE OFA CERTIFIED PUBLIC WORKS INSPECTOR. PRESSURE TEST TAPPING SLEEVE IN THE PRESENCE OF CERTIFIED PUBLIC WORKS INSPECTOR BEFORE TAPPING EXISTING MAIN. 19. FINAL ACCEPTANCE WILL NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MYLAR AND DIGITAL FILE ARE DELIVERED TO AND ACCEPTED BY THE CITY'SINSPECTOR. SHOWALL FIELD CHANGES ONRECORD DRAWINGS. 20. TRENCHPLATES SHALL BE FLUSH WITHPAVEMENTAND SHALL BE NON-SKID. 21. WHENPUBLIC WATER FACILITIESARE LOCATED ONPRIVATE PROPERTY, EASEMENTDOCUMENTS ARE TO BE SUBMITTED TO CITYFOR APPROVAL PRIOR TO A PERMIT BEING ISSUED. 22. ALL RECYCLED WATER PROJECTS REQUIRE REVIEW AND APPROVAL BY THE WATER RESOURCES DIVISION. 23. REMOVE FROM THE FIELD UPPER AND LOWER FIRE HYDRANT DRYBARREL AND 24"X 36" IRON VAULT LID COVERSAND DELIVER UNDAMAGED TO THE CITY WATER RESOURCES DIVISION YARD LOCATED AT 215 S CENTER STREET. PRIOR NOTIFICATION OF THE DELIVERYIS REQUIRED AT 714-647-3320. 24. WATER MAINFITTINGS SHALL BE FLANGE OR MECHANICAL JOINTS ONLY, NO PUSH-ONJOINT FITTINGSALLOWED. 25. CONTRACTOR SHALL NOT REMOVE OR DISPOSE EXISTING WATER METERS. CONTRACTOR SHALL APPLYFOR ANABANDON WATER METER APPLICATION. CONTRACTOR SHALL CONTACT WATER RESOURCES DIVISIONAT 714-647-3320FOR EXISTING METER REMOVALS. 26. INSTALLATION OF NEW WATER METER SERVICE CURB STOP SHALL BE DONE AFTER INSTALLATION OF NEW CURB AND GUTTER OR AFTER CONTRACTOR HAS ESTABLISHED THE PROPOSED CURB GRADE BY STAKING OF THE PROPOSED CURB. BENCH MARK 1 C-114-70: 84.963 (NAVD88 2005) Call: TOLL FREE MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND WESTMINSTER 1-800-422-4133 AVENUE, 125 FT. WESTERLY OF THE CENTERLINE OFNEWHOPE STREET AND 43.5 FT. SOUTHERLY OF THE CENTERLINE OF WESTMINSTER AVENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK TWO WORKING DAYS BEFORE YOU DIG 6.3' 6.3' IF= P D=1 H PROPOSED NEW ADU TILY LY NGUYEN 4413 W SUNSWEPT AVE, SANTA ANA, CA 92703 25.7' N0029'15 "W - 104.24' PL N0029'15"W - 101.60'PL 25.7' 72.1' 69.6' EROSION CONTROL AND HORIZONTAL CONTROL INDEX TO PROJECT DRAWINGS SHEET NO. DESCRIPTION 1 TITLE SHEET, EROSION & HORIZONTAL CONTROL PLAN 2 GRADING PLAN, DETAILS AND SECTIONS EROSION CONTROL NOTES ITEM DESCRIPTION 1 (SE-6) INSTALL TYPICAL GRAVEL BAG PER DETAIL HEREON 2 (WM-8) CONCRETE WASTE MANAGEMENT PER DETAIL HEREON 01 (WM-1) MATERIAL DELIVERYAND STORAGE 4 (WM-) SANITARY WASTE MANAGEMENT (PORTABLE TOILET) 5 INLET PROTECTION PER DETAIL HEREON 3"MIN. OPENING BETWEEN BAGS TOP ROW 1 SECTION 1-1 R 1 TYPICAL GRAVELBAG DETAIL 0 N.T.S. REVISIONS DEVELOPER/OWNER SOILS ENGINEER REV. DATE BY DESCRIPTION APP'V'D TILYLYNGUYEN 4413 W SUNSWEPT AVE SANTA ANA, CA 92703 714-867-3349 N/A APPROVED BY: BUILDING DEPT APPROVED BY: PLANNING DEPT. APPROVED BY: Notes: 1. Excess and waste concrete shall not be washed into the street or into a drainage system. 2. For washout of concrete and mortar products, a designated containment facility of sufficient capacity to retain liquid and solid waste shall be provided on site. 3. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried, picked up and disposed ofproperly. CONCRETE WASTE MANAGEMENT N.T.S. LEGAL DESCRIPTION: TRACT 2961, LOT 2, BOOK 115, PAGE 28-29 APN: 198-301-12 PUBLIC WORKS DIRECTOR R.C.E. NO.: EXP. DATE: Q�OF ESS /O LYPHAN ��o py� P.E. �`� I F� RCE 63381 No. C63381 m EXP. 9-30-2026 10082 EMERSONAVE GARDEN GROVE, CA 92843 sT9T C/V � TEL. (714) 548-1233 F of CA��F° EMAILLY10@GMAIL. COM 3 FOR PUBLIC SEWER AND WATER FACILITIES ONLY APPROVED BY.• CESAR E. BARRERA, P.E. DATE DEPUTYPUBLIC WORKSDIRECTORI WATER RESOURCES MANAGER DRAWN BY: KN 1 104/2025 DESIGNED BY: LP 04/2025 CHECKED BY: BT 04/2025 PREPARED UNDER THE SUPERVISION OF: R.C.E. NO.: 63381 EXP. DATE; 9/30/2026 S1 WESEWNSTER AYE PROJECT SITE rove wy ,FOR W SUNS PPEP m PE IT ISS Wz� AI` ow s W OAKFIEL AVE %IAZARD .Q VE aster 11D. N ate. VICINITY MAP NTS GRAPHIC SCALE 10 5 0 10 SCALE IN FEET 1 inch = 10 It. SANDBAGS/GRAVEL BAGS PLACED TIGHTLY TOGETHER Notes: ALL AROUND MATERIAL 1. Dirt and other construction related materials placed in the street or on other impervious surfaces must be contained with sandbags or other measures to prevent transport to the stormdrain system. 2. Any construction material stored or stockpiled on -site shall be protected from being transported by the force of wind or water. MATERIAL STORAGE N.T.S. 2 GRAVELBAG HIGH MIN. FOR ALL STORM i DRAININLETS GRA VELBAG AT STORM DRAININLETQ N.T.S. JC TITLE SHEET, EROSION & HORIZONTAL CONTROL PLAN � TILY LY NGUYEN OF 4413 W SUNSWEPT AVE 2 SANTA ANA, CA 92703 LEGEND XXXXX PROPOSED ELEVATIONS BSW BACK OF SIDEWALK INV INVERT CENTERLINECL IRRBOX IRRIGATION BOX XXXxxi EXISTING ELEVATIONS CO CLEANOUT LF LINEAR FEET CONC CONCRETE LS LUMP SUM PROPERTY LINE CID SURVEY CONTROL POINT LT LIGHT — E — ELECTRICAL LINE DCK TOP OF DECK OG ORIGINAL GROUND — X — CHAIN LINK FENCE DWNSP'T DOWN SPOUT POC POINT OF CONNECTION —RW— RECLAIMED WATER EG EXISTING GRADE PS PIPE SLOPE — S— SEWER LINE EP EDGE OF PAVEMENT SF SQUARE FEET — T — TELEPHONE LINE FF FINISHED FLOOR SGN SIGN — W— WATER LINE FG FINISHED GRADE TC TOP OF CURB FH FIRE HYDRANT TCW TOP CONC. WALL BLOCK WALL FL FLOW LINE TG TOP GRATE EDGE OF PAVEMENT FTG TOP OF FOOTING TP TOP OF PIPE EXISTING BUILDING FS FINISHED SURFACE TR TOP OF RAIL AC ASPHALTIC CONCRETE GB GRADE BREAK TOR TOP OF RAMP GM GAS METER WV WATER VALVE DRAINAGE DIRECTION HP HIGH POINT 0 LANDSCAPED AREA A.C. i SURFACE FLOW DIRECTION 0 CONCRETE +0+ FIRE HYRANT ® PORCH WATER METER 111�� WI EXISTING TREE � NEW AC KEYNOTES (PROTECT IN PLACE) ITEM DESCRIPTION PROTECT IN PLACE EXISTING CURB AND G UTTER ❑2 PROTECT IN PLACE EXISTING SIDEWALK ❑3 PROTECT IN PLACE EXISTING DRIVEWAYAPPROACH PROTECT IN PLACE EXISTING PLANTER PROTECT IN PLACE EXISTING BL0CKWALL/FENCE ❑6 PROTECT IN PLACE EXISTING CONCRETE DRIVEWAY ❑7 PROTECT IN PLACE EXISTING CONCRETE WALKWAY ❑8 PROTECT IN PLACE EXISTING BRICK PAVER PIL 5 } t 1 Underground Service Alert Call: TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG C 16.8 CONSTRUCTION NOTES - ESTIMATED OUANTITIES ITEM DESCRIPTION ON -SITE OFF -SITE OCONSTRUCT DRAIN BOX INLET PER DETAIL HEREON 1 EACH 2 INSTALL CURB DRAIN WITH 3-112"SCH 60 PVC PIPE I EACH PER CITY OF SANTA ANA STD. 319 (n=1) O3 INSTALL CLEAN-OUTPER CITYSTD. 1204 1 EACH OINSTALL DOWNSPOUT PER DETAIL HEREON 2 EACH OETCHA "S" ON THE CURB FACE TO DENOTE THE EXISTING 1 EACH SEWER LATERAL OETCHA "W" ON THE CURB FACE TO DENOTE THE WATER METER 2 EACH OCONSTRUCT NEW 4" CONCRETE WALKWAY 500 SF O REMOVE EXISTING CONCRETE AREA 500 SF O9 REMOVE & REPLACE CONCRETE AREA FOR UTILITIES INSTALLATION 200 SF 10 REMOVE EXISTING PLANTER I EACH Il NEW LANDSCAPE AREA 300 SF * THE FOLLOWING ITEMS REQUIRE A SEPERATE PUBLIC WORKS ENCROACHMENT PERMIT. O O O I GRADING PLAN PIL GRADING LIMIT (E) HOUSE I SPEED-D-TUFF GRATE T°G. ELEV° N.D.S. No. 1212 (GREEN) 6.3 N AD (SEE PLAN)"OR APPROVED EQUAL 25.7 �A?IN F.G. 11 GRATE HOUSING REDUCE ADDAPTER N.D.S. No. 1212 5 _ I OR APPROVED EQUAL FL PIPE RISE 3"PVC PER PLAN 8 MIN F.F. =84.58 NOTE: FOR BINDING PAD=84.25 F.P°=84.58 :" """"""""" A.B.S. TOP.V°C. MIN2% N1IN 5%--------- CONTRACTOR TO USE WELD- ' 4 4" �yII1V ON 194 SOLVENT OR EQUAL INV. ELEV /\\/\\/�\/\\/\\/\ (SEE PLAN) �lf�lL�li�1_L�1L�./L�/L�..L�/L� f,../i\./_i�/L�l.���// ., ,^•..\/%/\/��/ SAND OVER 10 MIL DETAIL 1 VISQUEEN VAPOR OVER 2 It SAND N.T.S. SECTIONA A N.T°S. BENCH MARK GRADING LIMIT I" - -- - -" " 611MIN F.F. =84.58 6" PAD=84 25 2jAEN 2 MIN P p 4ri j \/�\\L�\lam\L�\l�L�\/�\�L 2 SAND OVER 10 MIL -- /�� VISQUEEN VAPOR OVER . 2" SAND SECTION B-B N.T.S. 1 C-114-70: 84.963 (NAVD88 2005) MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND WESTMINSTER A VENUE, 125 FT. WESTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 43.5 FT. SOUTHERLY OF THE CENTERLINE OF WESTMINSTER AVENUE. MONUMENT IS SET LEVEL WITH THE SIDEWALK PIL M n �J 5 M REVISIONS DEVELOPER/OWNER SOILS ENGINEER REV. DATE BY DESCRIPTION APP'V'D TILYLYNGUYEN 4413 W SUNSWEPT AVE SANTA ANA, CA 92703 714-867-3349 N/A GUTTER DRAIN q < 24' 24" DOWNSPOUT DETAIL O N.T.S. APPROVED BY: BUILDING DEPT APPROVED BY: PLANNING DEPT. APPROVED BY: PUBLIC WORKS DIRECTOR R.C.E. NO.: EXP. DATE: GRAPHIC SCALE 10 5 0 10 SCALE IN FEE T 1 inch = 10 It. STANDARD SEWER NOTES THE FOLLOWING STANDARD SEWER NOTES SHALL BE INCLUDED ONALL STREET IMPROVEMENT PLANS OR SEWER SYSTEM CONSTR UCTIONPLANS . 1. CONSTR UCTIONAND INSTALLATION OF ALL SEWER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE CITY OF SANTA ANA STANDARD PLANS AND SPECIFICATIONSWHERE THE STANDARD PLANS ARE SILENT, CONSTR UCTION AND INSTALLATION OF SEWER MAINS AND APPURTENANCES SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION. 2. CONSTR UCTION OF SEWER MAINS AND APPURTENANCES SHALL ONLY BE PERFORMED BY QUALIFIED CONTRACTORS WITH VALID CALIFORNIA CONTRACTOR A OR C34 LICENSE. 3. ALL NEWLY CONSTRUCTED SEWER MAINS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ALL NEWLY CONSTRUCTED SEWER MAINS, LATERALS AND MANHOLES MUST BE INSPECTED VIA CLOSED CIRCUIT TELEVISION CAMERA BYA NATIONAL ASSOCIATION OF SEWER SERVICES COMPANIES (NASSCO) CERTIFIED TECHNICIANAND VIDEO SUBMITTED INA DIGITAL FORMAT TO THE WATER RESOURCES DIVISION FOR REVIEW AND FINAL ACCEPTANCE OF WORK. 4. ALL SEWER MAINS SHALL BE VITRIFIED CLAYPIPE (VCP) OR PVC SDR-26 PIPE. ALL OTHER PIPE MATERIALS REQUIRE SPECIAL REVIEWAND APPROVAL FROM THE WATER RESOURCES DIVISION. 5. TRENCH PLATES SHALL BE FLUSH WITH INVEMENTAND SHALL BE NON-SKID. 6. CONTRACTOR TO VERIFYDEPTHAND LOCATION OFALL UTILITIESAND POINTS OF CONNECTION PRIOR TO TRENCHING. 7. WHENPUBLICSEWER FACILITIESARELOCATED ONPRIVATEPROPERTY , EASEMENT DOCUMENTS ARE TO BE SUBMITTED TO CITY FOR APPROVAL PRIOR TO A PERMIT BEING ISSUED. 8. FINAL ACCEPTANCE WILL NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MYLAR AND DIGITAL FORMAT ARE DELIVERED TO AND ACCEPTED BY THE CITY S INSPECTOR. SHOW ALL FIELD CHANGES ON RECORD DRAWINGS. 9. ALL SEWER REPAIRS SHALL BE ACCOMPLISHED USING STAINLESS STEEL DOUBLE BANDED COUPLINGS. Q�OF ESS /0 LYPHAN P.E. RCE 63381 No. C63381 m EXP. 9-30-2026 10082 EMERSON AVE GARDEN GROVE, CA 92843 sT9T C/V� TEL. (714) 548-1233 F of CA��F° EMAILLY10@GMAIL. COM Planning and Building Age Af� Approved R PERMIT ISSUANC !;Master ID: i Date: i SI w 00 W� SEWER AND WATER CONSTRUCTION NOTES: Sl PROTECT IN PLACE EXISTING 4" SEWER LATERAL. Wl PROTECT IN PLACE EXISTING 518" WATER METER W2 CONSTRUCT I " WATER SERVICE WITH 1 "METER PER STANDARD PLAN No. 1401 FOR DOMESTIC USE. WATER METER TO BE INSTALLED BY CITY FORCES AFTER SUBMISSION OF WATER METER APPLICATIONAND PAYMENT OF FEES. CONTACT THE WATER RESOURECESDIVISIONAT 714-647-3320 FOR ASSISTANCE. PAVEMENT & SIDEWALK RESORATIONPER STANDARD PLANNo. 1150 & 1104. (FULL DEPTH AC=6'). PRESSURE RED UCING VALVE NOTES: INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORMPLUMBING CODE IF THE AVERAGE STATIC PRESSURE IN THE PUBLIC WATER M41NIS 80 PSI OR MORE. WHERE REQUIRED, THE WATER SERVICE SHALL BE PROVIDED WITHAPPROVED PRESSURE REGULATORS SET AT 80 PSI AND SHALL BE INSTALLED PER CITY OF SANTA ANA'S STANDARD PLANS OR APPROPRIATE GOVERNING AGENCY'S STANDARDS. PRESSURE REGULATORS SHALL BE INSTALLED ON PRIVATE PROPERTYAND SHALL BE MAINTAINED BY THE PROPERTY OWNER. (CONTACT WATER QUALITYINSPECTOR AT (714) 647-3341 FOR PRESSURE REDUCING VALVES QUESTIONS/CONCERNS) DRAWN BY: KN 1 104/2025 DESIGNED BY: LP 1 104/2025 CHECKED BY: BT 1 1 04/2025 PREPARED UNDER THE SUPERVISION OF: ��4 R.C.E. NO.: 63381 EXP. DATE; 9/30/2026 S;1-IEE DRAINAGE PLANS &DETAILS TILY LY NGUYEN OF 4413 W SUNSWEPT AVE SANTA ANA, CA 92703 PROPOSED UTILITY PLAN A-6 SHEET TITLE PROJECT TITLE NO . DA T E DE S C R I P T I O N 1 THESE DRAWINGS & SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF TND STUDIO. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH T H E Y W E R E P R E P A R E D . R E P R O D U C T I O N , PUBLICATION OR RE-USE, IN WHOLE OR IN PART I S PROHIBITED WITHOUT THE EXPRESS PRIOR WR ITT EN C ONSEN T OF TND ST UDI O. TI T LE T O T H E D R A W I N G S R E M A I N S W I T H T N D S T U D I O WI T HO UT PR E JU DI CE. VI S UAL CON T A CT WI T H T H E S E P L A N S A N D S P E C I F I C A T I O N S S H A L L CO N S T IT UTE PR IM A -F AC I E EVI DEN C E O F T H E ACCEPTANCE OF THESE RESTRICTIONS AND THE T E R M S F O U N D H E R E I N . 04 / 2 1 / 2 0 2 5 IS S U E F O R I N I T I A L S U B M I T T A L CLIENT 04 / 2 1 / 2 5 I S S U E F O R I N I T I A L S U B M I T T A L CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT STAMP PA / PM: DRAWN BY: JOB NO.: TN SHEET T N D S T U D I O 7 1 4 -8 5 5 -0 8 2 0 t h i n h @ t n d -s t u d i o .c o m TN NEW ATTACHED ADU 4413 W Sunswept Ave Santa Ana, CA 92703 T H I N H N G U Y E N , A S S O C . A I A SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall September 19, 2024 Also sent via email to: n/a Tily Ly Nguyen 4413 W Sunswept Ave Santa Ana, CA. 92703 Subject: Address Assignment for an Attached Accessory Dwelling Unit located at 4413 West Sunswept Avenue and (APN: 198-301-12) in Santa Ana, CA Dear Tily, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for an Attached Accessory Dwelling Unit located at 4413 West Sunswept Avenue and (APN: 198- 301-12). Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address(es) to be Activated/Posted To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 667-2709 or by email at ASevilla@santa-ana.org. Sincerely, Alexis Sevilla Planning Technician Address Letter for 4413 W. Sunswept Avenue Page 2 of 2 Exhibit A – Address Plan c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Principal Sergio Verino, Code Enforcement Principal SHEET DESCRIPTION STAMP RESTRICTIVE NOTICEgoverns the making of reproductions of copyrightedThe Copyright Law of the U.S. (Title 17, U.S. Code)equipment is liable of any infringement. Policyworks. The Persons / using the reproductionholder in order to reproduce any copyright works.requires written permission from the copyrightThese designs, drawings, and specifications aretransferred, or reproduced nor can any otherthe exclusive these drawings cannot be copied,structures be built from them without written consent.DESIGNER SIGN: (714) 867-3349 PROJECT OWNER PROJECT ADDRESS DATE: 02/10/2022 SHEET REVISIONS: NO: DATE REVISIONS Sa n t a A n a , C a 9 2 7 0 3 TI L A L Y N G U Y E N 44 1 3 W . S U N S W E P T A V E 2870 Sycamore LaneArcadia,CA 92708Phone No.:626|623|2882email: phongluudo@yahoo.comcontact: Andrew DoT & G HOMEDESIGNER TILA LY NGUYEN SP-1 EXISTING SITE PLAN SCALE : 1/8" = 1'-0" EXHIBIT A - ADDRESS PLAN SITE PLAN SCALE : 1/8" = 1'-0" N N PROPERTY INFORMATION OWNER NAME:TILA LY NGUYEN PROPERTY LOCATION: LOT COVERAGE 4413 W. SUNSWEPT AVE SANTA ANA, CA 92703 TEL: (714) 867-3349 FLOOR PLAN LOT SIZE: 7,313 SQ. FT. EXISTING FLOOR AREA 1,674 SQ. FT. TOTAL AREA 2,922 SQ. FT. EXISTING GARAGE AREA 400 SQ. FT. TRACT # 2961 LOT-2 PARCEL # 198-301-12 EXISTING PORCH AREA 60 SQ. FT. ZONING: R1 PROPOSED ACCESSORY DWELLING UNIT 788 SQ. FT. (E) Bedroom 4 8'-1" CEILING (E) Bedroom 3 8'-1" CEILING (E) Bedroom 1 8'-1" CEILING (E) Bedroom 2 8'-1" CEILING (E)Garage 8'-1" CEILING (E) Porch (E) Entry 8'-1" CEILING (E) Living 8'-1" CEILING (E) Kitchen 8'-1" CEILING (E) Hallway Closet ClosetCloset (E)Bath-2 (E)Bath-1 (E) Dining 8'-1" CEILING (E) Hallway Closet ClosetCloset 10'-0" 22 ' - 3 " PL: 70'-0" PROPERTY LINE PL : 1 0 4 ' - 0 2 " P R O P E R T Y L I N E PL : 1 0 4 ' - 0 2 " P R O P E R T Y L I N E 10'-0" 40'-0" 10'-0" 32 ' - 0 " 10'-0" 18 ' - 0 " 10'-0" Demolition Unpermitted Structural 700 sq. ft. W. SUNSWEPT AVE PUBLIC WALK WAY 20'-0" (E) HARDSCAPE AREA Demo and return to Grass (E) LANDSCAPE AREA Grass RE A R S E T B A C K RE A R S E T B A C K FR O N T S E T B A C K 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%2% W. SUNSWEPT AVE Ref. EXISTING CMU BLOCK WALL L=6'-7" HEIGHT EXISTING CMU BLOCK WALL L=6'-7" HEIGHT EXISTING CMU BLOCK WALL L=6'-7" HEIGHT EXISTING CMU BLOCK WALL L=6'-7" HEIGHT EXISTING IRON GATE L=5'-0" HEIGHT EXISTING CMU BLOCK WALL L=5'-0" HEIGHT 5' - 0 " (E ) W I N D O W ( E ) W I N D O W (E) Bedroom 4 8'-1" CEILING (E) Bedroom 3 8'-1" CEILING (E) Bedroom 1 8'-1" CEILING (E) Bedroom 2 8'-1" CEILING (E)Garage 8'-1" CEILING (E) Porch (E) Entry 8'-1" CEILING (E) Living 8'-1" CEILING (E) Hallway Closet Closet Closet (E)Bath-2 (E)Bath-1 (E) Dining 8'-1" CEILING (E) Hallway Closet ClosetCloset 32 ' - 0 " NEW 4413 W SUNSWEPT AVE UNIT 2 10'-0"30'-8"29'-4" 10'-0" 25 ' - 8 " 6' - 4 " 10'-0" 10'-0" RE A R S E T B A C K Ref. (E) LANDSCAPE AREA Grass 2% 2% 2% 2% 2%2% 2% 2% 2% 2% (E) Kitchen 2%8'-1" CEILING 22 ' - 3 " 10'-0" 40'-0" W. SUNSWEPT AVE PUBLIC WALK WAY 20'-0" (E) LANDSCAPE AREA Grass FR O N T S E T B A C K 2% 2% W. SUNSWEPT AVE EXISTING CMU BLOCK WALL L=5'-0" HEIGHT J AD-1 TYP. JTYP.AD-1 J AD-1 TYP. 5' - 0 " (E) CONCRETE AREA Demo and return to Grass EXISTING 4413 W SUNSWEPT AVE 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 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance age Planning and Building Agency OMB Control No. 1660-0008 Expiration Date 06r30r2026 Approved FOR PERMIT ISSUANCE iES 1-11 ipany, and,(3) building owner. SECTION A - PROPERTY INFORMATION FOR 1 U ANCE COMPANY USE - Al. Building Owner's Name: Tily Ly Nguyen Policy umher- A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: Company NAIC Number: 4413 W. Sunswept Ave, Unit #2 (Attached Accessory Dwelling Unit) City: Santa Ana State: CA ZIP Code: 92703 A3. Property Description (e.g., Lot and Block Numbers or Legal Description) and/or Tax Parcel Number: Lot 2, Tract 2961, Parcel No. 198-301-12 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.): Accessory A5. Latitude/Longitude: Lat. 33.757811 ` Long.-117.928486' Horiz. Datum: ❑ NAD 1927 M 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: 1 B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): N/A sq. ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑ Yes ❑ No M 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: N/A Engineered flood openings: N/A d) Total net open area of non -engineered flood openings in A8.c: N/A sq. in. e) Total rated area of engineered flood openings in A8.c (attach documentation - see Instructions): N/A 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: N/A sq. ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑ Yes ❑ No M N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non -engineered flood openings: N/A Engineered flood openings: N/A d) Total net open area of non -engineered flood openings in A9.c: N/A sq. in. e) Total rated area of engineered flood openings in A9.c (attach documentation - see Instructions): N/A sq. ft. f) Sum of A9.d and A9.e rated area (if applicable - see Instructions): N/A sq. ft. SECTION S - 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.: 06059CO143J 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): 82.6 ft B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9: ❑ FIS ❑ FIRM ❑ Community Determined ® Other: LOMA Case # 12-09-2841A B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 M NAVD 1988 ❑ Other/Source: 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 I S AN A IP�kF-- 4413 W. Sunswept Ave, Unit #2 (Attached Accessory Dwelling Unit) Policy umber: City: Santa Ana State: CA ZIP Code: 92703 - - - _ - ---- Comp n NAIC Number: SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQU! gple: C1. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction* ❑ *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: 1 C-114-70 (84.963 ft, 2005) Vertical Datum: NAVD 1988 (O.C.S. 1995 ADJ) Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® 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): 84.58 ® feet ❑ meters b) Top of the next higher floor (see Instructions): N/A ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (see Instructions): N/A ❑ feet ❑ meters d) Attached garage (top of slab). N/A ❑ 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 83.19 ® feet ❑ meters g) Highest Adjacent Grade (HAG) next to building: ❑ Natural ® Finished 84.01 ® 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. / certify that the information on this Certificate represents my best efforts to interpret the data available. / 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 Q�pFESSO Title: Civil Engineer �C�<<c4- Company Name: 2 W BRANDON TRAN # Address: 16792 Bridgeport St Cr No. C58283 City: Fountain Valley State: CA ZIP Code: 92708 EV Telephone: (714) 414-5701 Ext.: Email: brandonhtran@yahoo.com sTq CMI. �P L Signature: f-qM� � Date:04/10/2025 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, an uilding owner. Comments (including source of conversion factor in C2; type of equipment and location per C2.e; and description of any attachments): Existing building's finished floor elevation = 84.58 ft qCE 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 n Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR I f'C YCC4 S ' pIC Q li—i -lJ A �� 4413 W. Sunswept Ave, Unit #2 (Attached Accessory Dwelling Unit) Policy t lumber. _ T City: Santa Ana State: CA ZIP Code: 92703 Compa v NAIC N�imber s er SECTION E - BUILDING MEASUREMENT INFORMATION (SURVEY NOT R qi> uo) 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* 0 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 in applicable 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: (714) 414-5701 Ext.: Email: brandonhtran@yahoo.com Signature: -gr,,�/�p-v�fjtDate:04/10/2025 Comments: \ICE FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (8/23) Form Page 4 of 8 CITY OF SANTA ANA Planning and Building Agency ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR 1111 4413 W. Sunswept Ave, Unit #2 (Attached Accessory Dwelling Unit) Policy rh City: Santa Ana State: CA ZIP Code: 92703 Comps SECTION G — COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFFI# { 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 fo'r: ❑ 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: NFIP Community Name: Telephone: Address: City: Signature: Ext.: Email: Title: Date: State: ZIP Code: 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): CE 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 PAGES 1-11 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR 1 S C $� � � SS_ �.1A 4413 W. Sunswept Ave, Unit #2 (Attached Accessory Dwelling Unit) Policy umber City: Santa Ana State: CA ZIP Code: 92703 _ Compa NAIC Number Master IF):, SECTION H — BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR AL ----- -- rQKS (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, B, 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. H1. 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, 16, 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, 26, 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 owners 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: VCE 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 BUILDING PHOTOGRAPHS See Instructions for Item A6. 1-11 Approved 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 4413 W. Sunswept Ave, Unit #2 (Attached Accessory Dwelling Unit) Policy LMbgter ID: _ City: Santa Ana State: CA ZIP Code: 92703 Compa f,44n Number: 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: Clear Photo One Photo Two Photo Two Caption: 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 PAGES BUILDING PHOTOGRAPHS Continuation Page 1-11 Approved 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 4413 W. Sunswept Ave, Unit #2 (Attached Accessory Dwelling Unit) Policy yppAg{�rlp: City: Santa Ana State: CA ZIP Code: 92703 Compa w- Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and "Front View,"' earView,"ig i e 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 Page 1 of 2 Date: August 21, 2012 Case No.: 12-09-2E4VAanning a d Building(AW Federal Emergency Management AgencApproved S a � Washington, D.C. 20472 �i Q= FOR PERMIT ISSUAN LETTER OF MAP AMENDMENT Master ID: DETERMINATION DOCUMENT (REMOVAL Date: COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DES RIPTION CITY OF SANTA ANA, ORANGE Lot 2, Tract No. 2961, as shown on the Plat recorded in Book 115, COUNTY, CALIFORNIA Pages 28 and 29, in the Office of the Recorder, Orange County, California COMMUNITY COMMUNITY NO.: 060232 NUMBER:06059CO143J AFFECTED MAP PANEL DATE: 12/3/2009 FLOODING SOURCE: EAST GARDEN GROVE APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY:33.758000,-117.928000 WINTERSBURG CHANNEL SOURCE OF LAT & LONG: GOOGLE EARTH PRO DATUM: NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST HAT IS REMOVED CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET FROM THE SFHA FLOOD FLOOD GRADE ELEVATION SECTION ZONE ELEVATION ELEVATION (NAVD 88) (NAVD 88) (NAVD 88) 2 - Tract No. 2961 4413 West Sunswept Structure X 82.6 feet 82.8 feet -- Avenue (shaded) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) PORTIONS REMAIN IN THE SFHA ZONE A is document provides the l'-ederal Emergency Management Agency's determination regarding a request or a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s) on the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Mapping and Insurance eXchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Luis V. Rodriguez, P.E., Director Engineering and Modeling Division Federal Insurance and Mitigation Administration CYI Page 2 of 2 Date: August 21, 2012 Case No.: 12-09-21340anning d d Building5j;;e atca�� t� Y Federal Emergency Management Agenchpproved Washington, D.C. 20472 r FOR PERMIT ISSUAN ND LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL Master ID: Date: ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. ZONE A (This Additional Consideration applies to the preceding 1 Property.) The National Flood Insurance Program map affecting this property depicts a Special Flood Hazard Area that was determined using the best flood hazard data available to FEMA, but without performing a detailed engineering analysis. The flood elevation used to make this determination is based on approximate methods and has not been formalized through the standard process for establishing base flood elevations published in the Flood Insurance Study. This flood elevation is subject to change. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Mapping and Insurance exchange (FMIX) toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 3601 Eisenhower Avenue, Suite 500, Alexandria, VA 22304-6426. Luis V. Rodriguez, P.E., Director Engineering and Modeling Division Federal Insurance and Mitigation Administration Structural Calculations ADU 4413 W. Sunsept Ave, Unit #2 Santa Ana, CA 92703 November 05, 2024 EXP: 09/30/2025 CITY OF SANTA ANA 9/22124, 10:54AM U.S. Seismic Design Maps Planning and Building Agency USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in USGS web services are now operational so this tool should work as expected. 4413 W Sunswept Ave, Santa Ana, CA 92703, USA Latitude, Longitude: 33.7577877,-117.9284494 Keywood Ln Irongate Ln c Canter,? T d � as ,rt c O Go gle li Date Design Code Reference Document Risk Category Site Class Type Value SS 1.338 S , 0.476 SMS 1.606 S,t null -See Section 11.4.E SDS 1.071 SD1 null -See Section 11.4.E Type Value SDC null -See Section 11.4.8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.571 FPGA 1.2 PGA, 0.685 T, 8 SsRT 1.338 SsUH 1.452 SsD 1.964 S 1 RT 0.476 S1UH 0.517 S 1 D 0.676 PGAd 0.805 PGA,, 0.571 CRS 0.922 CR1 0.921 Cv 1.368 ,ur error. Approved FOi+i PDNCE Master ID: Date: Stremick's Heritage Foods o, Sahara Mobile VW Willow Avet Home Park Z Z = cD Z W � o tJJ C r W Penny Ave 9/22/2024, 10:54:09 AM ASCE7-16 11 D - Default (See Section 11.4.3) Description MCER ground motion. (for 0.2 second period) MCER ground motion. (for 1.0s period) Site -modified spectral acceleration value Site -modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic desian value at 1.0 second SA Keel -Ave, QJam Sport i onr,i io 1�. Map data ©2024 Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCER peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long -period transition period in seconds Probabilistic risk -targeted ground motion. (0.2 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk -targeted ground motion. (1.0 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Uniform -hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration Mapped value of the risk coefficient at short periods Mapped value of the risk coefficient at a period of 1 s Vertical coefficient https://www.seismicmaps.org 1 /2 CITY OF SANTA ANA 9/22124, 10:54AM U.S. Seismic Design Maps Planning and Building Agency DISCLAIMER Approved While the information presented on this website is believed to be correct, S.EAOC /OSHPD and its sponsors and contributors assume n re1p:Q- IilPi do Paat�l�jiffT iI&& N C E The material presented in this web application should not be used or relied upon for any specific application without competent examination a id verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sou id judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionE Is in interrpretin and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the o l: �1'w site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by lati u®itude location in the search results of this website. https://www.seismicmaps.org 2/2 Job#: 24117 ROOF MATERIAL 2 psf 7/8" Stucco 10 psf FRAMING 2.5 psf INSULATION 1.0 psf SHEATHING (1/2" CDX)2.0 psf DRYWALL 2.5 psf CEILING 2.5 psf STUDS 1.0 psf MISC + SOLAR 2.0 psf MISC 2.5 psf TOTAL DEAD LOAD 11 psf TOTAL WALL WEIGHT 17 psf TOTAL LIVE LOAD 20 psf TOTAL ROOF LOAD 31 psf FRAMING 2.5 psf SHEATHING (1/2" CDX)1.5 psf INSULATION 1.0 psf INSULATION 1 psf DRYWALL 5.0 psf MISC 1.0 psf STUDS 1.0 psf TOTAL DEAD LOAD 6 psf MISC 3.0 psf TOTAL LIVE LOAD 10 psf TOTAL WALL WEIGHT 10 psf TOTAL ROOF LOAD 16 psf DESIGN LOADS EXTERIOR WALL: INTERIOR WALL: ROOF LOAD: CELING LOADS ADU Member Name Results (Max UTIL %)Current Solution Comments 2x6 R.R. @16" O.C.Passed (32% M)1 piece(s) 2 x 6 DF No.2 @ 16" OC 2X6 C.J. @ 16" O.C. (MAX L=16'-6") Passed (100% ΔT)1 piece(s) 2 x 6 DF No.2 @ 16" OC BEAM 1: 5 1/4" x 11 7/8" PSL CLG BM Passed (94% ΔL)1 piece(s) 5 1/4" x 11 7/8" 2.2E Parallam® PSL HEADER: 4x8 HDR Passed (102% V)1 piece(s) 4 x 8 DF No.2 24117- 4413 W. Sunsept Ave, Unit #2 Santa Ana, CA 92703 JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 11/5/2024 11:14:20 AM UTC Alex Chang N/A (657) 331-1935 alex.engineer2223@gmail.com ForteWEB v3.8 File Name: 24117- 4413 W. Sunsept Ave, Unit #2 Santa Ana, CA 92703 Page 1 / 5 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)404 @ 9' 5 1/4"2352 (3.50")Passed (17%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)206 @ 8' 10 5/16"1238 Passed (17%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)-337 @ 9' 5 1/4"1060 Passed (32%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.085 @ 4' 5 1/16"0.486 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.132 @ 4' 4 7/8"0.649 Passed (L/884)--1.0 D + 1.0 Lr (Alt Spans) Member Length : 15' 6 13/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 4/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - SPF 3.50"3.50"1.50"61 107 168 Blocking 2 - Beveled Plate - SPF 3.50"3.50"1.50"148 255 404 None 3 - Beveled Plate - SPF 3.50"3.50"1.50"17 48/-4 64 Blocking •Maximum allowable bracing intervals based on applied load. •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' 5" o/c Bottom Edge (Lu)15' 5" o/c Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(1.25)Comments 1 - Uniform (PSF)0 to 14' 7 1/2"16"11.0 20.0 Roof rafter Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, 2x6 R.R. @16" O.C. 1 piece(s) 2 x 6 DF No.2 @ 16" OC ForteWEB Software Operator Job Notes 11/5/2024 11:14:20 AM UTC Alex Chang N/A (657) 331-1935 alex.engineer2223@gmail.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: 24117- 4413 W. Sunsept Ave, Unit #2 Santa Ana, CA 92703 Page 2 / 5 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)182 @ 2 1/2"2231 (3.50")Passed (8%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)166 @ 9"1238 Passed (13%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)741 @ 8' 6 1/2"1060 Passed (70%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.696 @ 8' 6 1/2"0.833 Passed (L/287)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)1.113 @ 8' 6 1/2"1.111 Passed (L/180)--1.0 D + 1.0 Lr (All Spans) Member Length : 17' 1" System : Ceiling Member Type : Attic Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"68 114 182 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"68 114 182 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 10" o/c Bottom Edge (Lu)17' 1" o/c • Only vertical loads are available for Attic Joist member types. No tension loading will be considered in the design for these members. Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(1.25)Comments 1 - Uniform (PSF)0 to 17' 1"16"6.0 10.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, 2X6 C.J. @ 16" O.C. (MAX L=16'-6") 1 piece(s) 2 x 6 DF No.2 @ 16" OC ForteWEB Software Operator Job Notes 11/5/2024 11:14:20 AM UTC Alex Chang N/A (657) 331-1935 alex.engineer2223@gmail.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: 24117- 4413 W. Sunsept Ave, Unit #2 Santa Ana, CA 92703 Page 3 / 5 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4684 @ 2"5020 (2.25")Passed (93%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)4092 @ 1' 3 3/8"15066 Passed (27%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)21517 @ 9' 5"37317 Passed (58%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.435 @ 9' 5"0.463 Passed (L/510)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.859 @ 9' 5"0.925 Passed (L/259)--1.0 D + 1.0 Lr (All Spans) Member Length : 18' 7 1/2" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - SPF 3.50"2.25"2.10"2333 2401 4734 1 1/4" Rim Board 2 - Stud wall - SPF 3.50"2.25"2.10"2333 2401 4734 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)18' 8" o/c Bottom Edge (Lu)18' 8" o/c • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)1 1/4" to 18' 8 3/4"N/A 19.5 -- 1 - Uniform (PSF)0 to 18' 10" (Front)12' 9"17.9 20.0 R.R. + C.J. Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, BEAM 1: 5 1/4" x 11 7/8" PSL CLG BM 1 piece(s) 5 1/4" x 11 7/8" 2.2E Parallam® PSL ForteWEB Software Operator Job Notes 11/5/2024 11:14:20 AM UTC Alex Chang N/A (657) 331-1935 alex.engineer2223@gmail.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: 24117- 4413 W. Sunsept Ave, Unit #2 Santa Ana, CA 92703 Page 4 / 5 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3958 @ 2"5206 (3.50")Passed (76%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)3898 @ 10 3/4"3806 Passed (102%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)3266 @ 1'3737 Passed (87%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.021 @ 2' 3/8"0.106 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.045 @ 2' 9/16"0.213 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Member Length : 4' 5 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - SPF 3.50"3.50"2.66"2028 1930 3958 Blocking 2 - Stud wall - SPF 3.50"2.25"1.50"609 471 1080 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)4' 6" o/c Bottom Edge (Lu)4' 6" o/c • Side loads are assumed to not induce cross-grain tension. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.25)Comments 0 - Self Weight (PLF)0 to 4' 5 3/4"N/A 6.4 -- 1 - Point (lb)1' (Front)N/A 2333 2401 BEAM 1 2 - Uniform (PSF)0 to 4' 7" (Front)4'15.0 -EXTERIOR WALL Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). MEMBER REPORT PASSED ADU, HEADER: 4x8 HDR 1 piece(s) 4 x 8 DF No.2 ForteWEB Software Operator Job Notes 11/5/2024 11:14:20 AM UTC Alex Chang N/A (657) 331-1935 alex.engineer2223@gmail.com ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3 File Name: 24117- 4413 W. Sunsept Ave, Unit #2 Santa Ana, CA 92703 Page 5 / 5 ROOF SHEARWALL LAYOUT 1Y 1X A 1 2 B SECTION :1X Number of Story :1 Section width :25.75(ft)Section length :30.75(ft) Base height :0(ft)Slope roof height :13.25(ft)Gable mean roof height :11.25(ft) Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 Plate height :FIRST FLOOR = 9(ft) Coefficients :Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 B = 30.75(ft), L = 25.75(ft), H = 11.25(ft)-->L/B = 0.84, H/L = 0.44 Wall coefficient :Cpw = 0.8, Cpl = -0.5 Wind exposure = C-->anpha = 9.5, zg = 900 Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) (z, Kz, qz, P) :(15, 0.85, 22.35, 24.7) ; (15, 0.85, 22.35, 9.5) WIND LOAD :FIRST FLOOR = 98.32(plf) SEISMIC :Light frame wood-->Rx = 6.5 Site class :D, SDS = 2FaSs/3 =1.071, SD1 = 2FvS1/3 =0.476, FIRST FLOOR Roof 15*34.75 = 521.25 PLF Wall 15*3*4.5 + 10*1.5*4.5 = 270 PLF Shear = 0.1177(521.25+270) = 0.1177*791.25 = 93.13 PLF Total Seismic Load = 93.12 = 93.12 PLF Redistrib: 791.25*9 = 7121.25 SHEAR FIRST FLOOR = 93.12*791.25*9/7121.25 = 93.12 PLF FIRST FLOOR 98.32(plf)-->WIND GOVERN SECTION :1Y Number of Story :1 Section width :30.75(ft)Section length :25.75(ft) Base height :0(ft)Slope roof height :13.25(ft)Gable mean roof height :11.25(ft) Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 Plate height :FIRST FLOOR = 9(ft) Coefficients :Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 B = 25.75(ft), L = 30.75(ft), H = 11.25(ft)-->L/B = 1.19, H/L = 0.37 Wall coefficient :Cpw = 0.8, Cpl = -0.46 Wind exposure = C-->anpha = 9.5, zg = 900 Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) (z, Kz, qz, P) :(15, 0.85, 22.35, 23.96) ; (15, 0.85, 22.35, 8.76) WIND LOAD :FIRST FLOOR = 93.34(plf) SEISMIC :Light frame wood-->Ry = 6.5 Site class :D, SDS = 2FaSs/3 =1.071, SD1 = 2FvS1/3 =0.476, FIRST FLOOR Roof 15*27.75 = 416.25 PLF Wall 15*3*4.5 + 10*1.5*4.5 = 270 PLF Shear = 0.1177(416.25+270) = 0.1177*686.25 = 80.77 PLF Total Seismic Load = 80.77 = 80.77 PLF Redistrib: 686.25*9 = 6176.25 SHEAR FIRST FLOOR = 80.77*686.25*9/6176.25 = 80.77 PLF FIRST FLOOR 93.34(plf)-->WIND GOVERN Wall Sec.Sto.Wind Seismic Span Offset Wind Seismic (#)(#)(#)v_(plf)v_(plf)(ft)(ft)V_(lb)V_(lb) A :Wind = 2146.39(lb), Seismic = 1558.6(lb) A 1X 1 166.7 93.1 25.8 2146.4 1198.9 l---------------25.7(ft)---------------l B :Wind = 2146.39(lb), Seismic = 1558.6(lb) B 1X 1 166.7 93.1 25.8 2146.4 1198.9 l---------------25.7(ft)---------------l 1 :Wind = 1435.1(lb), Seismic = 1614.39(lb) 1 1Y 1 93.3 80.8 30.8 1435.1 1241.8 l---------------30.7(ft)---------------l 2 :Wind = 1435.1(lb), Seismic = 1614.39(lb) 2 1Y 1 93.3 80.8 30.8 1435.1 1241.8 l---------------30.7(ft)---------------l Description V_(lb)=v_(plf)*Span*Span/2/(Span+Offset) Lateral Shear Wall (X-X Direction) Line Story Section Span Wind Seismic H L v ###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf) A 1 1X 25.75 166.71 93.12 0 0 9 8 268.3 B B 1 1X 25.75 166.71 93.12 0 0 9 8 268.3 B v(plf) = V/L TypeAdded V (lb) V2 = Seismic*Span/2 + Added Vseismic Line shear V = Maximum(V1;V2) V1 = Wind*Span/2 + Added Vwind Shear Wall (Y-Y Direction) Line Story Section Span Wind Seismic H L v ###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf) 1 1 1Y 30.75 93.34 80.77 0 0 9 8 201.8 B 2 1 1Y 30.75 93.34 80.77 0 0 9 8 201.8 B Type V1 = Wind*Span/2 + Added Vwind v(plf) = V/L Added V (lb) Line shear V = Maximum(V1;V2) V2 = Seismic*Span/2 + Added Vseismic Roof OTM and Hold Down (Y-Y Direction) Wall v_Wind v_Seismic L H OTM DL(plf)DL(plf)Trib(ft)Trib(ft)DL(psf)RM AddUplift UPLIFT Hold Down #plf plf ft ft lb-ft roof floor roof floor wall lb-ft lb lb 6 8 20 4 15 2412.0 0.67 1 179.39 201.8 8 9 14529.6 15 2 15 4752.0 0.9 1222.20 HDU2 2 179.39 201.8 8 9 14529.6 15 2 15 4752.0 0.9 1222.20 HDU2 15 13 2 2 15 #VALUE!0.67 15 13 2 2 15 #VALUE!0.67 1012.00 15 1 10 #VALUE!0.67 15 1 10 #VALUE!0.67 550 15 1 10 #VALUE!0.67 15 1 10 #VALUE!0.67 15 8 10 #VALUE!0.67 283.8 20 2 15 #VALUE!0.67 15 1 15 #VALUE!0.67 727.00 15 1 15 #VALUE!0.67 547 15 8 15 #VALUE!0.67 15 8 15 #VALUE!0.67 13.00 10 18 1 10 6680.6 0.67 5.50 10 18 1 10 1195.8 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 % OTM = v X L X H RM = ((DL roof or floor X Trib) + (DL wall X H)) X (L² / 2) UPLIFT =((OTM - %RM) / L ) + AddUplift % = 0.9 for Seismic % = 0.67 for Wind Roof OTM and Hold Down (X-X Direction) Wall v_Wind v_Seismic L H OTM DL(plf)DL(plf)Trib(ft)Trib(ft)DL(psf)RM AddUplift UPLIFT Hold Down #plf plf ft ft lb-ft roof floor roof floor wall lb-ft lb lb 8 8 19 1 15 2980.2 0.67 A 268.3 194.83 8 9 19317.6 15 2 15 3537.6 0.67 1972.50 HDU2 B 268.3 194.83 8 9 19317.6 15 2 15 3537.6 0.67 1972.50 HDU2 15 13 2 10 15 #VALUE!0.67 15 13 2 10 15 #VALUE!0.67 15 13 2 10 15 #VALUE!0.67 #VALUE!0.67 #VALUE!0.67 15 8 10 #VALUE!0.67 15 8 10 #VALUE!0.67 1781 15 8 10 #VALUE!0.67 1804 15 8 10 #VALUE!0.67 15 1 10 #VALUE!0.67 2 10 #VALUE!0.67 15 2 15 #VALUE!0.67 18 2 15 #VALUE!0.67 23 1 15 #VALUE!0.67 18 5 15 #VALUE!0.67 18 2 10 #VALUE!0.67 18 2 10 #VALUE!0.67 23 2 15 #VALUE!0.67 0.67 0.67 0.67 0.67 0.67 0.67 RM = ((DL roof or floor X Trib) + (DL wall X H)) X (L² / 2) UPLIFT =((OTM - %RM) / L ) + AddUplift % = 0.9 for Seismic % = 0.67 for Wind % OTM = v X L X H FOUNDATION: 1500 psf Trib Trib Wall Height DL(psf)LL(psf)roof(ft)DL(psf)LL(psf)floor(ft)DL(psf)wall(ft) 15 20 14.5 10 9 Roof:(DL+LL)(Trib) =507.5 plf Floor:(DL+LL)(Trib) =0 plf Wall:DL (Height)=90 plf 597.5 plf 597.5 /(12"/12)=597.5 psf< 1500 psf P(allowable) P(allowable) = 5314.35 # 24 " Allowable soil bearing value: Roof Floor use 12" wide cont. ftg w/ 2-#4 top & bott. 45 CITY OF SANTA ANA Planning and Building Agency No. 8162 Garden Grove Unified School District Certification of Compliance Payment of School Facility Fees it'llDeveloper/Arplicant I Address Telephone Number ('/ ) W67, Aly� V S r&4. b� Approved FOR PERMIT ISSUANCE MaAef--ID: Date: 7 Project Location 51fIV'I-�- Street Address city Z I P FFI Elam. School Int. School High ScKo—ol Thomas Map No. -------------------------------- - - ------- Number of Square Feet �� � � U, �� of Residential Space 1j X Total $ 3, 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. IF D6ite Receipt of Payment Developer/Applicant 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 from w I Cash Check ✓ Check No. Ba __A?_�_ Date 9703.69' (Rev 6/14) Dollars Superinten Garden Grove Uni (714) ( $ 0 73.9.E 'S 6t Designee id School District 3-6442 VIRP ,GE COG` ORANGE COUNTY FIRE AUTHORI' Plan Submittal Criteria Form Required for Single Family or Duplex Residences �r r11OR'� (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 App Project Information ❑ New Single Family Residence/Duplex ❑ Addition/Remodel [l3' ADU Address: 24021 Via La Coruna CITY OF SANTA ANA Planiiing and Building Agency SFR Approved FOR PERMIT ISSUANCE I Certification. Master ID: Date: ❑ Other Unit #: City or Unincorporated County Area: ZIP: Mission Viejo 92691 Scope of Work: New 599 Sf detached ADU with 1 bedroom, 1 bathroom, laundry, kitchen, living room, 48 sf porch ExistingArea to Total Resulting Stories: Area Added in Past 2 Years Area: 2164 g be Added: 599 Area: ���� 1 (excludinq this project): O Yes No Questionnaire OCFA Plan Type if "Yes" 1. ❑ 0 New — Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability PR400-402 Fire S rinkler 2. ❑ R1 ADU — Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler fire sprinklers or a house that will have fire sprinklers added as part of this project? 3. Ei 9 Addition — Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire (PR400-402) Fire Sprinkler sprinkler retrofit based on a threshold set by local ordinance? 4. EI ® Distance — Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 140-feet from the fire access roadway? 5. ® Total Area — Will the addition result in a total area of greater than 3,600 square feet (so for non- *(PR160) Residential Site sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all with Water Availability enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? 6. ❑ ® Remodel — Is this a remodel of a sprinklered building with a scope of work that includes adding or (PR400-402) Fire Sprinkler removing any interior walls? Note: If "Yes", then project must be evaluated by a C-16 licensed contractor to determine if a firesprinkler modification is needed. 7. ❑ 10 Detached Structure — Is this a new detached utility or accessory structure (not an ADU), such as a *(PR160) Residential Site garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold (PR400-402) Fire Sprinkler set by local ordinance? 8. Rj Gate — Is a gate being installed across a driveway or road that is designated as a fire department (PR180) Gate access roadway, or a driveway or road that serves more than a single home/duplex? 9. ❑ ® Methane — Is project located in or less than 100' from a "Division of Oil, Gas, and Geothermal *(PR160) Residential Site Resources" (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas *(PR172-174) Methane seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only Test/Mitigation Plans applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU's). 10. ❑ 0 Vegetation — Is the property/structure (A) on the perimeter of a community containing, or adjacent to *(PR125) Fuel Modification slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation, (PR182) Accessory or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone", as Structure defined by the State, or (D) near an area that could be affected by a wildfire in the open space. '0(;FA approval required betore issuance of a grading/building permit. All other plans types may be deterred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the St�ifo at the information above is true: Print Name: THINH NGUYEN Signature: Date: 12/29/2023 Phone Number:714-855-0820 Ema�H@TND-STUDIO.COM 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) 573-6108 CITY OF SANTA ANA Planning and Building Agency FED ORANGE COUNTY FIRE AUTHORI Plan Referral Form ! Required for OCFA to review plans upon the request of the Building Department °6THon<� the answers on the Plan Submittal Criteria Form (on the reverse) are all "No". Approved FOR PERMIT ISSUANCE Master ID. City Official Requesting Review: City Reference #: Date: City / County: Date: Contact Name: E-Mail: Title: Phone #: ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County: OCFA COMMENTS: OCFA Authorization ElNo further action required on this specific plan type, based on information provided on: ❑ Project to be taken in for OCFA Review. Other: Name: Contact #: Date: