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HomeMy WebLinkAbout1433 & 1435 S Cypress Ave Units #100 & 101 - PlanTh e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P L A N N I N G NO . RE V I S I O N DA T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/29/2025 2:47:37 PM G0.00 1435 CYPRESS AVE. -ADU PROJECT 1435 CYPRESS AVE. SANTA ANA, CA90707 VICINITY MAPPROJECT TEAM ARCHITECT: DESIGN GROUP BEAU, INC. 440 SHATTO PL, SUITE #415 LOS ANGELES, CA 90020 TEL. 213-388-6642 FAX. 213-386-6643 STRUCTURE: PNP ENGINEERING, INC. 17671 IRVINE BLVD. SUITE 113 TUSTIN, CA, 92780 TEL. 949-351-5020 NEAREST BUS STOP PATH OF TRAVEL = 0.18 MI PROJECT SITE REF. N T-24: AMERICAN ENGINEERS 111 E 220TH ST., SUITE #E CARSON, CA, 90745 TEL. 310-760-6020 CLIENT/ OWNER: WON CHA 318 W 4TH ST. SANTA ANA, CA, 92701 TEL. 714-907-2207 EMAIL: WONPLUSCROP@YAHOO.COM CIVIL: PACIFIC GEOTECH, INC. 1424 ROLLING HILLS DR. LOS ANGELES, CA, 91745 TEL. 646-675-1254 EMAIL: INFO@PGISOIL.COM W/D W/D DW DW CY P R E S S A V E CL 59' - 4" (E)PRIMARY RESIDENTIAL DUPLEX UNIT (1,723 SQ.FT.) 8' - 1 0 " 4 2 ' - 2 " 51 ' - 0 " 1435 CYPRESS AVE. UNIT #100 (N)DETACHED ADU#1 1-STORY (769 SQ.FT) OPEN SPACE #1 (1,220 SQ.FT.) 54' - 2 1/2" 40' - 6 1/2" 42 ' - 0 " (N)DETACHED ADU#2 1-STORY (952 SQ.FT) OPEN SPACE #2 (604 SQ.FT.) 15' - 1" Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/16" = 1'-0" 1/29/2025 2:47:38 PM G1.00 SHEET INDEX Sheet Number Sheet Name COVER SHEET G0.00 COVER SHEET GENERAL IMFORTATION G1.00 GENERAL NOTES, PROJECT DATA G1.01 SITE PHOTO G2.01 TITLE 24 FORMS (ADU#1) 1 OF 3 G2.02 TITLE 24 FORMS (ADU#1) 2 OF 3 G2.03 TITLE 24 FORMS (ADU#1) 3 OF 3 G2.04 TITLE 24 FORMS (ADU#2) 1 OF 3 G2.05 TITLE 24 FORMS (ADU#2) 2 OF 3 G2.06 TITLE 24 FORMS (ADU#2) 3 OF 3 G2.07 GRADING EXEMPTION FORMS & CALGREEN CHECKLIST ARCHITECTURE A1.01 SITE PLAN WITH ASSIGNED ADDRESSES A1.02 DRAINAGE PLAN WITH ASSIGNED ADDRESSES A1.03 UTILITY PLAN & PATH OF TRAVEL A2.01 FLOOR PLAN A2.02 ROOF PLAN A3.01 (E) BUILDING ELEVATIONS A3.02 (N) BUILDING ELEVATIONS A4.01 BUILDING SECTIONS A4.02 BUILDING 3D VIEW A5.01 REFLECTED CEILING PLAN 1ST FLOOR A6.01 WINDOW SCHEDULE & DETAIL A6.02 DOOR & FINISH SCHEDULE & DETAIL A6.03 MATERIAL BOARD A7.01 SPEC SHEETS I A7.02 SPEC SHEETS II A9.01 TYPICAL DETAIL STRUCTURE GENERAL NOTES PROJECT SHEET INDEX • PROJECT ADDRESS : 1433 CYPRESS AVE. SANTA ANA, CA 92707 • LEGAL DESCRIPTION 1. APN : 014-031-30 2. TRACT : 245 3. BLOCK GROUP : 5 4. LOT : 9 • LOT AREA : 8,158 SQ.FT. • ZONE : R2 (TWO FAMILY RESIDENTIAL) • HISTORIC STATUS : NONE • FIRE SPINKLERED (E) RESIDENCES & (N) ADU(S): N/A • FEMA DESIGNATED FLOOD ZONE : NONE 1. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. 2. WHERE THE CONTRACTOR NORES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MOST STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES, OR DRAWINGS SHALL BE FINISHED IN ALL CASES. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK. FORWARD COPIES OF EXECUTED PERMITS TO ARCHITECT. 4. ALL DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF SRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 5. THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN, AND TRADESMEN REQUIRED TO COMPLETE THE JOB. 6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY WITH ALL REQUIREMENTS CALLED FOR ON THESE DRAWINGS. 7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATRLY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS, AND REQUEST CLARIFICATION BEFORE COMMENCING ANY WORK. 8. EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR ESTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE JOBSITE. 9. ALL CONTRACTORS SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE BUILDING OWNER'S RULES FOR CONSTRUCTION, DELIVERIES, CONSTRUCTION TASKS TO BE PREFORMED OUTSIDE REGULAR BUSINESS HOURS ONLY, AND ANY OTHER SPECIAL BUILDING REQUIREMENTS WHISH WILL AFFECT THE WORK. IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL (INCLUDING COST APPROVAL) MUST BE OBTAINED PRIOR TO THE EXRCUTION OF ANY WORK. THE GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE-GENERATING CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME. 10. THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO DEFFECTIVE AND/OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND/OR IMPROPER SCHEDULING OR DELINQUENT ORDERING, SHALL BE BORNE BY THE PARTY RESPONSIBLE. 11. THE GENERAL CONTRACTOR SHALL REMOVE ALL, RUBBISH AND WASTE MATERIALS FROM HIS OWN AND HIS SUBCONTRACTORS' WORK, CARPET AND TELECOMS INSTALLATION, ETC., AND PROVIDE FOR IT'S REMOVAL FROM THE JOBSITE. 12. THE CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE. 13. THE CONTRACTOR SHALL PROVIDE PROTECTION DURING SITE WORK, DEMOLITION, AND CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT THE EXPENSE OF THE CONTRACTOR. 14. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL COMPLETION OF CONTRACTED WORK. 15. THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT. THE HIGHEST POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE USED. 16. THE CONTRACTOR SHALL MAINTAIN ALL CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. THE CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTOR RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS, OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS. 17. ALL EXISTING MANUFACTURED ITEMS NOT BEING REMOVED SHALL BE REFURBISHED AS REQUIRED. ANY LOOSE ITEMS TIGHTED (INCLUDING, BUT LIMITED TO, EXIT SIGNS, DOWNLIGHTS, SPEAKERS, MOLDINGS, ETC.), AND ANY MISSING PARTS REPLACED BY THE CONTRACTOR TO ACHIEVE A COMPLETE INSTALLATION WITH A NEW APPEARANCE. 18. ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN CASE OF FIRE OR OTHER EMERGENCY. 19. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXIT SIGNS, EXIT LIGHTING, FIRW PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. 20. INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE OWNER. 21. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION, ELECTRICAL REQUIREMENTS, AND SHARACTERISTICS OF ALL WORK AND/OR EQUIMENT SUPPLIED BY THE OWNER OR OTHERS PRIOR TO THE START OF RELATED WORK WITH THE MANUFACTURER OF SUPPLIER. 22. CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER THE ARCHITECT HAS PREFARED THE CERTIFICATE OF SUBSTANTIAL COMPLETION AND PUNCH LIST, AND PUNCH LIST ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL SUBMIT MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS, AND RECORD DRAWINGS TO THE ARCHITECT WITH HIS FINAL APPLICATION FOR PAYMENT. THE ARCHITECT SHALL REVIEW ANY CHANGE ORDERS REQUIRED TO FINALIZE THE COST OF THE PROJECT BASED ON THE COONTRACTOR'S FINAL SUBMITTALS. 23. MANUFACTURER'S NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 24. THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK. THE CONTRACT SUM AND CLAIMS FOR EXTENTION OF TIME SHALL BE ADJUSTED ACCORDINGLY. SUCH WORK SHALL BE OTHERWISE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT. 25. ALL "EXISTING TO REMAIN", "EXISTING TO BE RELOCATED", AND/OR NEW ITEMS INSTALLED BY THE CONTRACTOR, IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION, SHALL BE THROUGHOUT CLEANED TO THE SATISFACTION OF THE ARCHITECT PRIOR TO 26. THE CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL AND EQUIPMENT TO THE POINT OF USE AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING, AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT. 27. IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE WRITTEN NOTICE TO THE ARCHITECT WITHIN 15 DAYS AFTER RECEIPT OF SUCH INSTRUCTIONS AND IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK. THE PROCEDURE SHALL THEN BE AS PROVIDED FOR IN THE AGREEMENT UNDER "CHANGES IN THE WORK". NO SUCH CLAIMS SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. 28. ALL CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY THE ARCHTECT AND SHALL INCLUDE A COMPLETE DESCRIPTION OF THE WORK, MATERIALS USED, ROOM NUMBER OF THE AREA OF WORK, AND AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. TOTAL COST OF THE WORK, INCLUDING THE CONTRACTIR'S MARK-UP SHALL BE INCLUDED IN THE SUBMITTAL. 29. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER INDICATING PHASING OF WORK FROM START TO FINISH OF THE PROJECT. 30. ALL DIMENSIONS ARE FROM FACE OF STUD OR FACE OF MASONRY U.N.O. 31. ALL WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTION DOCUMENT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR U.N.O. 32. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE ACCEPTANCE OF THE PROJECT BY THE OWNER, U.N.O. 33. THE CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING HANGERS, OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, AND ALL OTHER ITEMS AS REQUIRED. 34. MAXIMUM ROOM OCCUPANT LOAD SIGNS SHALL BE FURNISHED AND INSTALLED AS REQUIRED BY THE UNIFORM BUILDING CODE. 35. DOOR OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED IN CENTER OF ROOM OR WITHIN 4" OF ADJOINING PARTITION. 36. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR DEFINITION, THE ARCHITRCT SHALL BE NOTIFIED FOR CLARIFICATION. 37. ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE. 38. CONTRACTOR SHALL ENSURE THAT INSTALLATION METHODS CONFORM TO ALL BUILDING CIDE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED TO MEET CODE REQUIREMENTS. ANY DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY BY THE CONTACTOR, AND PROPR TO PERFORMANCE OF SPECIFIED WORK. 40. NO SUBSTITUTIONS OF SPECIFIED MATERIALS SHALL BE PERMITTED WITHOUT FIRST SUBMITTING SPECIFICATIONS, SAMPLES, AND COST IMPACT FOR ARCHITECT'S APPROVAL. 41. AT THE TIME OF BOD SUBMITTAL, THE CONTRACTOR SHALL ADVISE ARCHITECT, IN WRITING, OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE COMPLETION OF CONSTRUCTION. 42. THE CONTRACTOR SHALL ENSURE THAT NEW CONSTRUCTION WILL NOT INTERFERE WITH DISABLED ACCESS. 43. FOR NEW BUILDINGS AND ADDITIONS, ALTERATIONS, AND REPAIRS WITHIN ANY TWELVE-MONTH PERIOD EXCEED FIFTY (50 %) PERCENT OF THE VALUE OF ANY EXISTING BUILDING OR STRUCTURE, EACH BUILDING OR STRUCTURE SHALL BE MADE TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR STRUCTURES AND COMPLY WITH THE BUILDING SECURITY REGULATIONS. SANTA ANA MUNICIPAL CODE CHAPTER 8, DIVISION 3. 44.THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF”OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF”OF THE EXISTING RESIDENCE. ELECTRICAL REQUIREMENTS 1. THE CENTER OF JUNTION BOX FOR ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLE OUTLETS SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THE CLEARANCE AND REACH RANGE REQUIREMENTS OF SECTION 1118B AND NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORMS. 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF PART 2, CBC SECTION 1118B, SPACE ALLOWANCE AND REACH RANGES FOR PERSONS WITH DISABILITIES AND SHALL NOT BE MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. 3. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR WALKWAY. POWER & SIGNAL REQUIREMENTS 1. THE CONTRACTOR SHALL FINISH AND INSTALL ALL LIGHT FIXTURES AND ELECTRICAL WORK AS SHOWN IN DRAWINGS AND NOTES. 2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH MANUFACTURERS' SPECIFICATIONS AND REQUIREMENTS. 3. THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTLITIES COMPANY, OWNER'S TELEPHONE COMPANY, AND ANY OTHER AUTHORITIES HAVING JURISDICTION. 4. ALL MATERIALS REQUIRED SHALL CONFORM TO THE STANDARDS OF UNDERWRITERS' LABORATORIES, INC. IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED, U.N.O. 5. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF NAY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAY AND/OR ADDITIONAL EXPENSES. 6. AN APPROVED SEISMIC GAS SHUTTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND RIGIDLY CONNECTED TO THE EXTERIOR OF THE PUBLIC STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $10,000.) SEPARATE PLUMBING PERMIT IS REQUIRED. 1433 CYPRESS AVE. (ADU) LEGAL DESCRIPTION SCOPE OF WORK • NEW CONSTRUCTION OF 1,721 SQ.FT. • DEMOLITION OF (E) TWO CAR GARAGE. • PROVIDING WINDOW TRIMS FOR THE TWO (E) WINDOWS BUILDING SQUARE FOOTAGE SUMMARY EXISTING SITE ANALYSIS • PROJECT SITE AREA : 8,158 SQ.FT. • (E) PRIMARY HOUSE AREA : 1,723 SQ.FT. • (E) GARAGE AREA : 380 SQ.FT • (E) LOT COVERAGE : 25.7% REF. N FLOOR AREA BREAK DOWN NAME AREA COMMENT UNIT # #100 ETC 3 SF ONLY ROOFED AREA 100 #100 PORCH 14 SF ONLY ROOFED AREA 100 #100 BATHROOM #B 37 SF 100 #100 BATHROOM #A 40 SF 100 #100 ROOM B 132 SF ROOM B + W.I.C 100 #100 ROOM A 135 SF ROOM A + W.I.C 100 #100 COMMON AREA 407 SF KITCHEN, LIVING, HALLWAY, LAUNDRY 100 769 SF #101 PORCH 14 SF ONLY ROOFED AREA 101 #101 BATHROOM 40 SF 101 #101 BATHROOM C 40 SF 101 #101 ROOM C 115 SF ROOM C + W.I.C 101 #101 ROOM A 120 SF ROOM A + W.I.C 101 #101 ROOM B 120 SF ROOM B + W.I.C 101 #101 COMMON AREA 503 SF KITCHEN, LIVING, HALLWAY, LAUNDRY 101 952 SF THE APPLICABLE CODES ARE THE CURRENT VERSION OF THE CALIFORNIA BUILDING STANDARDS CODE TITLE 24, THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING PARTS: • 2022 CALIFORNIA BUILDING CODE (CBC) • 2022 CALIFORNIA FIRE CODE • 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN CODE) • 2022 CALIFORNIA ELECTRICAL CODE (CEC) • 2022 CALIFORNIA MECHANICAL CODE (CMC) • 2022 CALIFORNIA PLUMBING CODE (CPC) • 2022 CALIFORNIA ENERGY CODE • 2024 CITY OF SANTA ANA MUNICIPAL CODE TYPE OF CONSTRUCTION FOR NEW ADU • CONSTRUCTION TYPE : TYPE V-B • OCUPANCY TYPE : R-3 • OCCUPANCY LOAD : 9 • HEIGHT : 17' -5 1/2" • STORIES : 1-STORY APPLICABLE CODES SEPARATION FROM PRIMARY BUILDING TO (N)ADU • REQUIRED SEPARATION : 15'-0" • PROVIDED SEPERATION : 15'-1" PROJECT OPEN-SPACE ANALYSIS • REQUIRED "OPEN SPACE" FOR (N)ADU AREA #1 : 1,200 SQ.FT • PROVIDED "OPEN SPACE" FOR (N)ADU : 1,824 SQ.FT 1. OPEN SPACE #1 : 1,220 SQ.FT 2. OPEN SPACE #2 : 604 SQ.FT PROJECT PARKING ANALYSIS • REQUIRED "NO. OF PARKING" FOR (N)ADU : NONE • PROVIDED "NO. OF PARKING" FOR (N) ADU : NONE ** PROJECT SITE IS LOCATED WITHIN ONE-HALF (1/2) MILE WALKING DISTANCE OF PUBLIC TRANSIT.** PROPOSED SITE ANALYSIS • PROJECT SITE AREA : 8,158 SQ.FT. • (E) PRIMARY HOUSE AREA : 1,723 SQ.FT. • (N) DETACHED ADU AREA #1 : 769 SQ.FT. • (N) DETACHED ADU AREA #2 : 952 SQ.FT. • (N) LOT COVERAGE : 42 % • SF RATIO OF (N) ADU(S) / (E) DUPLEX : 0.99 CY P R E S S A V E DRIVE WAY (E)PRIMARY RESIDENTIAL DUPLEX UNIT (1,723 SQ.FT.) A B Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 5 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 1" = 20'-0" 8/7/2024 1:54:59 PM G1.01 SITE PHOTO A REF. N SITE PHOTO B DW DW CY P R E S S A V E CL DRIVE WAY 5' - 0" ± 54' - 4" VIF ± 17' - 9" VIF DEMOLISH (E) GARAGE (380 SQ.FT) (E) PERVIOUS PAVING TO REMAIN (E)PRIMARY RESIDENTIAL DUPLEX UNIT (1,723 SQ.FT.) ± 43' - 4" VIF ± 28' - 9" VIF ± 18' - 6" VIF 7' - 1 0 " 4 0 ' - 3 " 2 ' - 1 1 " 11 ' - 3 " 1 6 ' - 1 0 " 1 0 ' - 3 " SE T B A C K 3' - 1 0 " 12' - 0" 38 ' - 4 " ± 5 1 ' - 0 " ( V I F ) 20 ' - 6 " (E) UNPAVING AREA P.L P.L P. L P. L W/H W/H 5' - 0 " 1 1 2 3 4 17 ' - 4 " 7' - 0 " (E) LANDSCAPE AREA (E)LANDSCAPE AREA (E) CONCRETE PAVING 4 21' - 10" REMOVE (E) CHAINLINK FENCE REMOVE (E) CHAINLINK FENCE (E) LANDSCAPE AREA SETBACK 26' - 10" 19 ' - 1 0 " SE T B A C K 8' - 1 0 " -12.00" -6.75"-3.75" -1.50"2.50" 4.50"1.50"-13.25" 7 F.H 8 CY P R E S S A V E CL (E) PERVIOUS PAVING TO REMAIN (E)LANDSCAPE AREA ± 5 1 ' - 0 " ( V I F ) OPEN SPACE #1 (1,220 SQ.FT.) (N) ADDITIONAL DUWELLING UNIT 1435 CYPRESS AVE, UNIT #100 (N) ADDITIONAL DUWELLING UNIT 1435 CYPRESS AVE, UNIT #101 P.L P.L P. L OPEN SPACE #2 (608 SQ.FT.) W/H W/H W/H W/H REQ'D SEPERATION = 15' - 0" (SEC.41-194.3) 54' - 2 1/2" 26' - 1" 40' - 6 1/2" P. L UP UP UP (E) LANDSCAPE AREA (N ) L A N D S C A P E A R E A (N) CONCRETE PAVING (N) CONCRETE PAVING 5 6 5 6 UP DRIVE WAY (E) CONCRETE PAVING (E) LANDSCAPE AREA 11 " 42 ' - 0 " -12.00" -6.75"-3.75" -1.50"4.50" 4.50"1.50"-13.25" (N) EXTERIOR AIR CONDENSOR ON THE ROOF (MINI-SPLIT SYSTEM) SEE FLOOR PLAN/ SHT A2.01 FOR INDOOR UNIT 4.50" F.F=12" F.F=12" 0.00" UP (E) CONCRETE PAVING (E) PRIMARY RESIDENTIAL DUPLEX 1433 CYPRESS AVE #100 (E) PRIMARY RESIDENTIAL DUPLEX 1433 CYPRESS AVE #101 F.H8 4.00" 0.00" 4.50" 0.00 4.50" AREA DRAIN AREA DRAIN 15' - 1"6" (V.I.F) 4" ( V . I . F ) 1' - 0 " ( V . I . F ) 1' - 0 " ( V . I . F ) 6" (V.I.F) 11" 1' - 0 " 1' - 6" 1' - 6" 1' - 6 " 7' - 6 1/2" 7' - 6 1/2"IM A G I N E R Y P R O P E R T Y L I N E B E T W E E N ( E ) D U P L E X A N D ( N ) AD U UTILITY PLAN & PATH OF TRAVEL PLAN LEGEND PROPERTY LINE PATH OF TRAVEL Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 As indicated 1/29/2025 2:47:44 PM A1.01 1/8" = 1'-0" (E) SITE PLAN 1 REF. N 1/8" = 1'-0" (N) SITE PLAN WITH ASSIGNED ADDRESSES 2 (E) KEYNOTE NUMBER ITEM 1 (E) ENCLOSED WATER HEATER CLOSET TO REMAIN 2 (E) ELECTRICAL PANEL TO REMAIN 3 (E) METAL FENCE TO BE REMAIN 4 (E) CHAINLINK FENCE TO BE REMOVED** 7 (E) A/C UNIT TO BE REMOVED** 8 (E) FIRE HYDRANT (SIZE: 6" x 4" x 2-1/2") (N) KEYNOTE NUMBER ITEM 5 (N) OUTDOOR A/C UNIT 6 (N) ENCLOSED WATER HEATER CLOSET NOTE ** NOTE #1: KEYNOTE #4: (E) CHAINLINK FENCES NEED TO BE REMOVED FOR FUTURE (N) FENCE WORKS. PER SECTION 41-610.D. NOTE #2: KEYNOTE #7: (E) A/C UNIT SHALL BE REMOVED AND INSTALL (N) MINI-SPLIT A/C SYSTEM PER. SECTION 41-622.5. SEE A2.01 (E) FLOOR PLAN & A2.02 (E) ROOF PLAN FOR DETAILS. NOTE #3:THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND /OR CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT. REF. N W/D W/D : 2 X 6 EXTERIOR WALL W/ R-19 BATT INSULATION WALL TYPE LEGEND: W1 W2 : 2 X 4 INTERIOR WALL W/ 5/8" TYPE X GYP. BOARD AT BOTH SIDEW3 * SEE STRUCTURAL FOR SHEAR WALL LOCATION. APPLY PLYWOOD SHEATHING PER PLAN. : 2 X 4 INTERIOR PLUMBING WALL W/ 5/8" TYPE X GYP. BOARD AT ONE SIDE : UNIT DIVIDING WALL. TWO LAYERS OF 2 X 4 STUDS W/ 1" AIR GAP IN BETWEEN AND R-19 INSULATION AT BOTH LAYERS OF THE STUD. FINISH W/ TYPE X GYP. BOARD W4 1 A4.01 2 A4.01 CAB 29' - 8 1/2" 10' - 10" 13' - 8" 1 2 21 ' - 8 " 2 0 ' - 4 " 3 16 ' - 1 " 3 ' - 0 " 3' - 6" 4' - 9" 15' - 2" 24' - 0 1/2" 9' - 6" 10' - 10" 9' - 10 1/2" 10 ' - 1 1 " 4 ' - 9 " 22 ' - 3 1 / 2 " 4 ' - 1 0 1 / 2 " 40' - 6 1/2" 13' - 8" 17' - 3" 5' - 6 " 6' - 0" 42 ' - 0 " 11 ' - 8 1 / 2 " 6 ' - 9 " 3 ' - 2 1 / 2 " 10 ' - 1 1 / 2 " A3.02 3 A3.02 2 A3.02 1 A3.02 4 8' - 8"5' - 3 1 / 2 " 5 ' - 7 1 / 2 " 9' - 7 1/2"11' - 3 1/2" EQ E Q 3' - 0 " 3' - 2 1 / 2 " 2 ' - 6 " 8 " 1 1 ' - 1 " 8' - 2 " 9 ' - 3 " 1' - 6 " 1' - 6 " 3' - 0"2' - 9" 10' - 3" 5' - 5 " 4 ' - 0 " 5 ' - 5 " W10 W7 W4 54' - 2 1/2" W12 W6 D01 D1 6 D1 5 D13 D20 D12 D1 1 D0 9 D10 D0 5 D0 4 D0 3 D0 8 ±6 3' - 6" ±7" 3 A4.01 D02 W1 W2 W3 W8 D07 D14 W5 W9 9' - 0" 7' - 7 1/2" W/H A/C W11 D17 D0 6 2' - 1 1 " 6' - 0 " 5' - 4 " 3' - 1 " 3 ' - 0 " 12' - 1 1/2" 4' - 0" 4' - 10 1/2" 6' - 0" 5' - 0" 6' - 0" 2' - 6 1/2" 5' - 7" 6' - 11"3' - 0 1/2" D1 9 D1 8 W1 W1 6' - 3 " 4 ' - 0 " 6 ' - 4 " W1 W1 W1 7 8 8 W3 W2W2 W2 W3 W3 W1 W2 W2W2 W2 W3LIVING KITCHEN / DINING BR #1 BR #2 BATH #2 CLO. CLO. BATH #1 BATH #1 BATH #2 (N) UNIT-1 796 SQ.FT (N) UNIT-2 990 SQ.FT BR #1 BR #2 BR #3 COMMON AREA 500 SQ.FT COMMON AREA 400 SQ.FT KITCHEN/ DINING W/H W/H A/C A/C CLO. CLO. W4A3.01 3 A3.01 2 A3.01 1 A3.01 4 W/H W/H W14 W15 W16 W17 W18 W19 W20 W21 W22 W24W25W26 W27 W28 W13 1 2 2 3 45 45 6 6 UP UP UP 9 W29W/H W/H (E) UNIT 1 (E) UNIT 2 KITCHEN LAUNDRY W/C W/C BEDROOM #2 BEDROOM #1 LIVING ROOM CLST #1 CLST #2 CLST #3 LIVING ROOM BEDROOM #2 KITCHEN LAUNDRY BEDROOM #1 (N) WALL MOUNT INTERIOR A/C UNIT ABOVE THE WINDOW (MINI-SPLIT SYSTEM) SEE ROOF PLAN/ SHT A2.02 FOR OUTDOOR UNIT (E) PRIMARY UNIT 1 FLOOR PLAN LEGEND: (E) PRIMARY UNIT 2 Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . RE V I S I O N DA T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 3/16" = 1'-0" 3/5/2025 11:46:09 AM A2.01 3/16" = 1'-0" (N)1ST FLOOR PLAN 1 REF. NREF. N 3/16" = 1'-0" (E)1ST FLOOR PLAN 2 KEYNOTE II NUMBER ITEM 7 (N) OUTDOOR A/C UNIT 8 (N) ENCLOSED WATER HEATER CLOSET KEYNOTE I NUMBER ITEM 1 (E) ELECTRICAL PANEL TO REMAIN 2 (E) ENCLOSED WATER HEATER CLOSET TO REMAIN 3 (E) A/C UNIT TO BE REMOVED** 4 (E) DRYER 5 (E) WASHER 6 UNPERMITTED (E) WINDOWS TO BE LEGALIZED ** 9 (E) DEMISING WALL NOTE ** NOTE #1: KEYNOTE #3: (E) A/C UNIT SHALL BE REMOVED AND INSTALL (N) MINI-SPLIT A/C SYSTEM. PER. SECTION 41-622.5. SEE A3.01 (E) BUILDING ELEVATION & A2.02 (E) ROOF PLAN FOR DETAILS. NOTE #2: KEYNOTE #6: UNPERMITTED (E) WINDOWS TO BE LEGALIZED. SEE WINDOW SCHEDULE ON SHT 6.01 (ITEM W13 & W27 -WINDOW TYPE B.) ALL (E) WINDOWS MUST FOLLOW WITH NOTE 3. NOTE #3: PROVIDE WINDOW TRIMS FOR ALL WINDOWS THAT DO NOT HAVE WINDOW TRIMS. 4:12 4: 1 2 4: 1 2 4: 1 2 4: 1 2 (E) PRIMARY DUPLEX UNIT FLAT ROOF ± 1 ' - 0 4: 1 2 4: 1 2 2 ± 6" ± 6" 4 (N) EXTERIOR AIR CONDENSOR ON THE ROOF (MINI-SPLIT SYSTEM) SEE FLOOR PLAN/ SHT A2.01 FOR INDOOR UNIT CAB 1 2 3 40' - 6 1/2" 13' - 8" 44 ' - 0 " 20 ' - 2 " 1 ' - 6 " 2 0 ' - 4 " 54' - 2 1/2" 4:124:12 4:124:12 4:12 4:12 4:12 4:124: 1 2 4: 1 2 4: 1 2 4: 1 2 4:12 11" 11" 1 1 3 A1 4: 1 2 4: 1 2 22 ' - 8 " 21 ' - 4 " Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 3/16" = 1'-0" 3/5/2025 11:46:09 AM A2.02 KEYNOTE NUMBER ITEM 1 (N) GUTTER & DOWNSPOUT 2 (E) GUTTER & DOWNSPOUT TO REMAIN 3 (N) ASPHALT SHINGLE ROOFING 4 (E) ASPHALT SHINGLE ROOFING. REF. NREF. N ATTIC VENT SUMMARY FOR (N) ADU ROOF PLAN TOTAL ATTIC FLOOR AREA: 1,947 SQ. SQ. FT. REQ'D VENTILATION AREA: 1,947 X 1/150 = 12.98 SQ. FT PROV'D VENTILATION AREA: 42.58 SQ. FT* *10.645 (SQ. FT) x 4 (VENTS) = 42.58 SQ. FT ( > 12.98) 3/16" = 1'-0" (E) ROOF PLAN (REFERENCE ONLY) 1 3/16" = 1'-0" (N) ROOF PLAN 2 GROUND LEVEL 0" (E) JOIST CEILING 10' -6" (E) 1ST FLOOR 1' -6" (E) BUILDING TOP 14' -10" 23 4 4 4:12 4:12 6" 9 2 1 32 45 6" GROUND LEVEL 0" 1 (E) JOIST CEILING 10' -6" 14 ' - 4 " (E) 1ST FLOOR 1' -6" (E) BUILDING TOP 14' -10" 5 3 4 4:12 4:12 4:12 4:12 7 6" 8 W13W28W27 1 3 65 6" (N) EXTERIOR AIR CONDENSOR ON THE ROOF (MINI-SPLIT SYSTEM) SEE FLOOR PLAN/ SHT A2.01 FOR INDOOR UNIT Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/4" = 1'-0" 1/29/2025 2:47:52 PM A3.01 KEYNOTE NUMBER ITEM 1 2 (E) ENCLOSED WATER HEATER CLOSET TO REMAIN 3 (E) VENT LOUVER TO REMAIN 4 (E) CHAINLINK FENCE TO BE REMOVED** 5 (E) GUTTER & DOWNSPOUT TO REMAIN 6 (E) A/C UNIT TO BE REMOVED** 7 UNPERMITTED (E) WINDOWS TO BE LEGALIZED ** 8 (N) WINDOW WOOD TRIMS W/ PAINT 9 (E) ELECTRICAL PANEL TO REMAIN 1/4" = 1'-0" (E) EAST ELEVATION (REFERENCE ONLY) 1 1/4" = 1'-0" (E) NORTH ELEVATION (REFERENCE ONLY) 2 1/4" = 1'-0" (E) WEST ELEVATION (REFERENCE ONLY) 3 1/4" = 1'-0" (E) SOUTH ELEVATION (REFERENCE ONLY) 4 NOTE** NOTE #1: KEYNOTE #5: (E) CHAINLINK FENCES NEED TO BE REMOVED FOR FUTURE (N) FENCE WORKS.PER SECTION 41-610.D. NOTE #2: KEYNOTE #7: (E) A/C UNIT SHALL BE REMOVED AND INSTALL (N) MINI-SPLIT A/C SYSTEM PER. SECTION 41-622.5. SEE A2.01 (E) FLOOR PLAN & A2.02 (E) ROOF PLAN FOR DETAILS. NOTE #3: KEYNOTE #8:UNPERMITTED (E) WINDOWS TO BE LEGALIZED & PROVIDE WINDOW TRIMS. SEE WINDOW SCHEDULE ON SHT 6.01 (ITEM W13 & W27 -WINDOW TYPE B.) C AB 40' - 6 1/2"13' - 8" 453 4:12 4:12 4:124:12 PROV'D ATTIC VENTILATION: 10.645 SQ.FT x 2 = 21.29 SQ. FT 787 9 2 10 6 8 (N) 1ST FLOOR 1' -0" (N) CEILING LINE 10' -0" GROUND LEVEL 0" 123 (N) ROOF LINE 17' -5 1/2" 3 20' - 4" 21' - 8" 17 ' - 5 1 / 2 " 4:12 7 1 / 2 " 7' - 5 1 / 2 " 9 ' - 0 " 1 ' - 0 " 7887 5 2 1010 4:12 CAB 40' - 6 1/2" 13' - 8" 3 456 4:12 4:12 4:12 4:12 11"PROV'D ATTIC VENTILATION: 10.645 SQ.FT x 2 = 21.29 SQ. FT 9 7 8 2 (N) 1ST FLOOR 1' -0" (N) CEILING LINE 10' -0" GROUND LEVEL 0" 1 2 3 (N) ROOF LINE 17' -5 1/2" 1 21' - 8" 20' - 4" 2 3 7' - 5 1 / 2 " 9 ' - 0 " 1 ' - 0 " 17 ' - 5 1 / 2 " 14' - 3"14' - 0 1/2" 4:124:124:12 4:12 1' - 0" 1' - 0" 7 1 / 2 " 6' - 0 " T Y P . 9 610 10 Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/4" = 1'-0" 3/5/2025 11:46:12 AM A3.02 KEYNOTE NUMBE R ITEM 1 MAIN ENTRY DOOR(SEE DOOR SCH.) 2 EXTERIOR WALL MOUNTED LIGHT FIXTURE (TYP.) 3 WALL W/ STUCCO FINISH (SMOOTH FINISH W/PAINT) 4 ALUMINUM VENTILATION LOUVER TYP. 5 SHEET METAL GUTTER. 6 (N) ASPHALT SHINGLE ROOFING 7 (N) OUTDOOR A/C UNIT 8 (N) ENCLOSED WATER HEATER CLOSET 9 (N) EXPANSION JOINTS TYP. 10 (N) WINDOW WOOD TRIMS W/ PAINT 1/4" = 1'-0" (N) ADU SOUTH ELEVATION 1 1/4" = 1'-0" (N) ADU EAST ELEVATION 2 1/4" = 1'-0" (N) ADU NORTH ELEVATION 3 1/4" = 1'-0" (N) ADU WEST ELEVATION 4 (N) 1ST FLOOR 1' -0" (N) CEILING LINE 10' -0" GROUND LEVEL 0" C AB (N) ROOF LINE 17' -5 1/2" 8' - 0 " 8' - 0 " 2' - 1 0 " 1' - 0 " 9 ' - 0 " 7 ' - 5 1 / 2 " 9' - 0 " 40' - 6 1/2"13' - 8" 17 ' - 5 1 / 2 " 1 BR #1 UNIT #2 KITCHEN / DININGW.CBR #2 UNIT #2W.DBR #3 UNIT #2W.C 9' - 0 " 8' - 0 " 4:12 7' - 5 1 / 2 " 9' - 0 " 1' - 0 " 9 ' - 0 " 7 ' - 5 1 / 2 " 4:124:12 4:124:12 2 A9.01 1 BATT INSULATION R-38 FOR ROOF ATTIC SEE G2.01 -G2.06 FOR T-24 DETAILS. BATT INSULATION R-19 FOR EXTERIOR WALLS SEE G2.01 -G2.06 FOR T-24 DETAILS. (N) 1ST FLOOR 1' -0" (N) CEILING LINE 10' -0" GROUND LEVEL 0" 1 2 3 (N) ROOF LINE 17' -5 1/2" 7' - 5 1 / 2 " 9 ' - 0 " 1 ' - 0 " 17 ' - 5 1 / 2 " KITCHEN / DINING UNIT #2 KITCHEN / DINING UNIT #1 A9.01 2 [No Slope] 1' - 0 " [No Slope] 21 BATT INSULATION R-38 FOR ROOF ATTIC SEE G2.01 -G2.06 FOR T-24 DETAILS. BATT INSULATION R-19 FOR EXTERIOR WALLS SEE G2.01 -G2.06 FOR T-24 DETAILS. (N) 1ST FLOOR 1' -0" (N) CEILING LINE 10' -0" GROUND LEVEL 0" A B (N) ROOF LINE 17' -5 1/2" 7' - 5 1 / 2 " 9 ' - 0 " 1 ' - 0 " 17 ' - 5 1 / 2 " 2 BR #2 (UNIT #1)W.CW.DBR #1 (UNIT #1)W.CKITCHEN / DINING 1' - 6 " 1 ' - 4 " 5 ' - 2 " 9' - 0 " 9' - 0 " 8' - 0 " 9' - 0 " 8' - 0 " 4:12 4:124:12 4:12 1 A9.01 1 BATT INSULATION R-38 FOR ROOF ATTIC SEE G2.01 -G2.06 FOR T-24 DETAILS. BATT INSULATION R-19 FOR EXTERIOR WALLS SEE G2.01 -G2.06 FOR T-24 DETAILS. Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/4" = 1'-0" 3/5/2025 11:46:13 AM A4.01 KEYNOTE NUMBER ITEM 1 BATT INSULATION R-38 FOR ROOF ATTIC. (SEE T-24 FOR DETAILS) 2 (N) ASPHALT SHINGLE ROOFING 1/4" = 1'-0" SECTION 1 1 1/4" = 1'-0" SECTION 2 2 1/4" = 1'-0" SECTION 3 3 W/D W/D W/D W/D J SDSD C JJJ HI. 9'-0" HI. 9'-0" HI. 8'-0" HI. 8'-0" HI. 9'-0"HI. 9'-0" CAB 1 2 3 SD C J HI. 9'-0"HI. 9'-0" 2' - 6"EQ E Q HI. 9'-0"HI. 9'-0" HI. 8'-0" SDSD EQ EQ EQ E Q EQ E Q EQ E Q EQ EQ EQ EQ EQ EQ HI. 8'-0" EQ EQ EQ E Q EQ E Q EQ EQEQ EQ EQ E Q EQ E Q HI. 8'-0" HI. 8'-0" EQ E Q EQ EQ EQ EQ EQ E Q EQ EQ EQ E Q EQ EQEQ E Q 2' - 6 " 5 ' - 0 " 5 ' - 0 " 2' - 9" 6' - 0" 6' - 0" 2' - 6" 5' - 0 " HI. 9'-0" EQ EQ EQ E Q 3' - 10 1/2" 6' - 0" 6' - 0" 6' - 0" 1' - 6 1/2" 4' - 0 " 6 ' - 0 " 6 ' - 0 " 3 ' - 1 " EQ E Q EQ EQ EQ E Q EQ E Q SD SD 2' - 9 " 2' - 4" DINING LIVING KITCHEN BR #1 BR #2 BATH #2 BATH #1 KITCHEN LIVING DINING BATH #1 CL BR #1 BR #2 BR #3 CL BATH #1 HALLWAY CL ENTRY ENTRY CL HI. 9'-0" HI. 9'-0" HI. 8'-0" UNIT #100 UNIT #101 6' - 6" 6' - 6" 6' - 6" 2' - 3" 6' - 6" 6' - 6" 4' - 0 1/2" HALLWAY HI. 8'-0" - FOR ALL OUTDOOR LIGHTING, ALL LUMINARIES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINARIES OR SHALL BE CONTROLLED BY A PHOTOCONTROL/MOTION SENSOR COMBINATION. - IN THE KITCHEN, AT LEAST HALF THE INSTALLED WATTAGE OF LUMINARIES IN KITCHENS SHALL BE HIGH EFFICACY AND THE ONES THAT ARE NOT MUST BE SWITCHED SEPARATELY. - FOR THE LIGHTING IN BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS, ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALL BE CONTROLLED BY AN OCCUPANT SENSOR. - FOR OTHER ROOMS, ALL LUMINARIES SHALL EITHER BE HIGH EFFICACY OR SHALL BE CONTROLLED BY AN OCCUPANT SENSOR OR DIMMER. CLOSETS THAT ARE LESS THAN 70 SQUARE FOOT ARE EXEMPT FROM THIS REQUIREMENT. - SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE INTERCONNECTED HARD-WIRED WITH BATTERY BACK UP. NOTE SD J RCP LEGEND EXTERIOR WALL LIGHT MECHANICAL EXHAUST FANS @ BATHROOM / ENERGY STAR HUMIDITY CONTROLLED, DUCTED OUTSIDE. SEE SPEC ON A7.02 RECESSED DOWN LIGHT (4" LED) SMOKE DETECTOR HARDWIRE W/ BATTERY BACK UP JUNCTION BOX SUPPLY AIR REGISTER WALL MOUNTED FAN COIL ACCESS PANEL * CONTRACTOR SHALL PROVIDE ACCESS PANEL LARGE ENOUGHT TO MAINTAIN & REPAIR UNIT. (22"x30" MIN.) * RANGE HOOD / MICROWAVE GYP. BD. CEILING 9'-0"HT. CLR. CARBON MONOXIDE ALARMC GYP. BD. CEILING 8'-0" HT. CLR. OUTLET SWITCH ATTIC ACCESS (36"x 24") BATHROOM WALL-MOUNTED LIGHT INTERIOR WALL MOUNT A/C UNIT CAB 1 2 3 6' M A X AF 12 ' M A X AF 6' M A X 12' MAX AF 12 ' M A X AF 2' MAX 6' MAX 6' MAX 4' M A X GF I 6' M A X AF 6' M A X 12 ' M A X 2' MAX 6' MAX AF 12' MAX AF 6' MAX AF12' MAX 6' M A X 4' MAX 2' MAX 2' MAX 4' M A X 2' M A X AF 6' MAX 2' MAX 2' M A X AF / G F I 2' M A X 2' M A X AF / G F I 6' M A X DINING LIVING KITCHEN BR #1 BR #2 BATH #2 BATH #1 KITCHEN LIVING DINING BATH #1 CL BR #1 BR #2 BR #3 CL BATH #1 HALLWAY CL ENTRY ENTRY CLGFI GF I GF I GFI 12 ' M A X AF/GFI AF/GFI AF/GFI AF / G F I 2' M A X 6' M A X AFAF 6' M A X AF / G F I AF AF / G F I AF AF 12' MAX AF AF AF AF AF AF AF AF AF AF AF AF AF 6' M A X 6' MAX AF AF AF 6' M A X 12 ' M A X 12' MAX 6' M A X AF AF 6' M A X AF AF AF 12 ' M A X AF 12 ' M A X 12' MAX 12 ' M A X AF AF 12 ' M A X 1 2 ' M A X 12' MAX AF 12 ' M A X 12' MAX12' MAX 12 ' M A X 6' MAX 12 ' M A X AF AF AF/GFI AF/GFI AF/GFI AF/GFI AF / G F I UNIT #100 UNIT #101 - PROVIDE GFI PROTECTION TO ALL 120VOLT, 15 AND 20 AMP RECEPTACLES INSTALLED OUTDOORS, IN BATH ROOMS, ON BASEMENT, AT COUNTER TOP SURFACE AND GARAGES. - STARTING IN 2016, ALL CONVENIENCE OUTLETS IN KITCHENS AND LAUNDRY ROOMS BE GFCI AND ARC-FAULT PROTECTED. KITCHENS DO NOT INDICATE BOTH. 210.12(A) ARC-FAULT CIRCUIT- INTERRUPTER PROTECTION. - PROVIDE OUTLETS ON ALL WALLS GREATER THAN TWO FEET WIDE. CEC 210.52A AND NOT MORE THAN 12 FEET APART. (WALL RECEPTACLES SERVE SPACES FOR 6 FEET ON EACH SIDE OF RECEPTACLE. THEREFORE, MAX. SPACING BETWEEN WALL RECEPTACLES IS 12 FEET) - KITCHEN OUTLETS SHALL BE AT ALL COUNTERS, 12" OR GREATER. WITHIN TWO FEET OF END OF COUNTER. KITCHEN OUTLETS 4 FOOT MAX. ON CENTER. NOTEOUTLET PLAN LEGEND OUTLET WEATHER PROOF OUTLET @ EXTERIOR OUTLET W/ ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION WP AF G.F.I OUTLET ** NOTE: OUTLETS IN KITCHEN REQ'D ARC-FAULT & GFI GFI OUTLET @ ATTIC FOR HEAT-PUMPAF @ATTIC Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 3/16" = 1'-0" 1/29/2025 2:47:57 PM A5.01 3/16" = 1'-0" (N) 1ST FLOOR RCP 1 REF. N 3/16" = 1'-0" (N) OUTLET PLAN 2 REF. N 3' - 6 " TYPE D 3' - 8 " 4' - 4 " 5' - 4 " 4' - 4 " 5' - 4 " GL. 0 GL. 0 2' - 6" 4' - 6 " 5' - 0" 4' - 8 " 3' - 10" 4' - 0 " 2' - 6" 2' - 6"2' - 10"4' - 0" GL. 0 6' - 0" 3' - 6 " 4' - 0 " TYPE B 4' - 0 " 3' - 0 " 5' - 6 " 4' - 0 " 6' - 7 " 3' - 0" 3' - 0 " 2' - 8" 1' - 0 " 5' - 0" 4' - 0 " TYPE H TYPE E TYPE F TYPE G TYPE L TYPE I TYPE J TYPE K 4" 4" NOTE: 1. ALL (E) WINDOWS TO REMAIN 2. ADD WOOD WINDOW TRIM AT WINDOWS OF W13, W27, & W28. SEE SHT A2.01 & A3.01 FOR DETAIL. 4" WOOD MOLDING W/WHITE PAINT. 3' - 6 " GL. 0 1' - 4 " 6 ' - 2 " 6' - 0"3' - 0" 4' - 0 " 4' - 0" 3' - 6 " 4' - 0 " TYPE A TYPE B TYPE C 4" 4"4" 4"4" 4" Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/4" = 1'-0" 1/29/2025 2:47:58 PM A6.01 WINDOW SCHEDULE (E) PRIMARY DWELLING UNIT MARK TYPE MARK WIDTH HEIGHT Comments W13 B 6' - 0" 4' - 0" ADD WINDOW TRIM. SEE SHT A2.01 &A3.01 FOR DETAIL W14 D 2' - 6" 4' - 6" W15 E 5' - 0" 4' - 8" W16 F 3' - 10" 4' - 0" W17 G 2' - 6" 4' - 0" W18 H 2' - 10" 3' - 0" W19 I 4' - 0" 3' - 0" W20 J 3' - 0" 3' - 0" W21 K 2' - 8" 1' - 0" W22 B 6' - 0" 4' - 0" W24 H 2' - 10" 3' - 0" W25 F 3' - 10" 4' - 0" W26 L 5' - 0" 4' - 0" W27 B 6' - 0" 4' - 0" ADD WINDOW TRIM. SEE SHT A2.01 &A3.01 FOR DETAIL W28 B 6' - 0" 4' - 0" ADD WINDOW TRIM. SEE SHT A2.01 &A3.01 FOR DETAIL W29 K 2' - 8" 1' - 0" WINDOW SCHEDULE II (N) ADU UNIT MARK TYPE MARK WIDTH HEIGHT U FACTOR SHGC Phase Created W1 B 6' - 0" 4' - 0" 0.3 0.23 New Construction W2 B 6' - 0" 4' - 0" 0.3 0.23 New Construction W3 B 6' - 0" 4' - 0" 0.3 0.23 New Construction W4 B 6' - 0" 4' - 0" 0.3 0.23 New Construction W5 C 3' - 0" 1' - 4" 0.3 0.23 New Construction W6 C 3' - 0" 1' - 4" 0.3 0.23 New Construction W7 B 6' - 0" 4' - 0" 0.3 0.23 New Construction W8 B 6' - 0" 4' - 0" 0.3 0.23 New Construction W9 B 6' - 0" 4' - 0" 0.3 0.23 New Construction W10 A 4' - 0" 4' - 0" 0.3 0.23 New Construction W11 A 4' - 0" 4' - 0" 0.3 0.23 New Construction W12 A 4' - 0" 4' - 0" 0.3 0.23 New Construction WINDOW SCHEDULE -(E) PRIMARY DWELLING UNIT WINDOW SCHEDULE -(N) ACCESSORY DWELLING UNIT * NOTES: USE WATER-RESISTANT GYP.BD. IN INTERMITTENTLY WET AREAS. FINISH LEGEND FLOOR MATERIALS F1. NON-SLIP LUXURY VINYL TILE F2. HARDWOOD F3.FRP SHOWER PRODUCT: WALLS W1.5/8" TYPE 'X' GYPSUM BOARD W/ PAINT FINISH W2. 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD W/ WASHABLE PAINT FINISH CEILING MATERIALS C1. 5/8" TYPE 'X' GYPSUM BOARD W/ PAINT C2. 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM BOARD W/ PAINT BASE MATERIALS B1.WOOD BASE B2.WOOD BASE W/ WASHABLE PAINT FINISH REMARKS R1. WATERPROOF SEAL AT FLOOR AND WALL OF WET AREAS SOLID CORE WOOD BIFOLD PANELS 3' - 0" S E E S C H E D U L E 2' - 0" 6' - 8 " 2' - 6" 6' - 8 " GL. 0 VERI. S E E S C H E D U L E 6' - 6 " 6' - 0" GL. 0 TYPE A TYPE B TYPE D TYPE E TYPE C Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 As indicated 1/29/2025 2:47:58 PM A6.02 ** BUILDING ENVELOPE NOTES: 1. IN R1 AND R2 OCCUPANCIES, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 36 INCHES ABOVE THE FINISHED FLOOR AND MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, SHALL COMPLY WITH 1013.8. 2. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OF INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN: SECTION 2406. a. SWING DOORS b. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSMEBLIES AND PANELS INSLIDING AND BI-FOLD CLOSET DOOR ASSMBLIES. c. STORM DOORS d. UNFRAMED SWINGING DOORS e. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. f. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCHES (610 MM) ARC OR EITHER VERTICAL EDTE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONS. g. FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN ITEMS e AND f, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION) i)EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.84 M2) ii)EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (458 MM) ABOVE THE FLOOR iii)EXPOSED TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR iv)ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING. h. GUARDS AND RAILINGS REGARDLESS OF AREA OF HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS. i. WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: i)THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1525 MM) ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING. ii)THE GLAZING IS WITHIN 60 INCHES (1525 MM) OF A SWIMMING POOL OR SPA WATER'S EDGE. j. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION) k. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STARIWAY IN ANY DIRECTION WHEN EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION) BATH #1 BED RM. #1 B2 B1 W1 W2 - R1 F2 F1 / F3 C1 C2 BED RM. #2 B1 W1 -F2 C1 UNIT-1 CLOSET B1 W1F2 C1 BATH #2 B2 W2 R1F1 / F3 C2 - HALLWAY W1B1 -F2 C1 B2 W1/W2 R1C2KITCHENF2 DINING B1 W1 -F2 C1 UNIT-2 LIVING B1 W1 -F2 C1 BED RM. #1 B1 W1 -F2 C1 BED RM. #2 B1 W1 -F2 C1 BATH #1 B2 W2 R1F1 / F3 C2 CLOSET B1 W1F2 C1 BATH #2 B2 W2 R1F1 / F3 C2 - HALLWAY W1B1 -F2 C1 B2 W1/W2 R1C2KITCHENF2 DINING B1 W1 -F2 C1 LIVING B1 W1 -F2 C1 BED RM. #3 B1 W1 -F2 C1 FINISH SCHEDULE NAME FLOOR BASE WALL REMARKSCEILING DOOR SCHEDULE (N) ADU ONLY MARK DOOR TYPE. WIDTH HEIGHT THICKNESS REMARK D01 D 3' - 0" 7' - 0" 1 3/4" D02 E 6' - 0" 6' - 6" 2" EXT. GLAZING. W/ LOCK D03 A 2' - 10" 6' - 8" 2" D04 A 2' - 10" 6' - 8" 2" D05 A 2' - 6" 6' - 8" 2" D06 B 2' - 0" 6' - 8" 1 1/2" D07 C 2' - 6" 6' - 8" 1 1/2" D08 B 2' - 0" 6' - 8" 1 1/2" D09 A 2' - 6" 6' - 8" 2" D10 A 2' - 6" 6' - 8" 2" D11 D 2' - 6" 7' - 0" 1 3/4" D12 D 2' - 6" 7' - 0" 1 3/4" D13 A 2' - 6" 6' - 8" 2" D14 C 2' - 6" 6' - 8" 1 1/2" D15 A 2' - 10" 6' - 8" 2" D16 A 2' - 10" 6' - 8" 2" D17 D 3' - 0" 7' - 0" 1 3/4" D18 B 2' - 0" 6' - 8" 1 1/2" D19 B 2' - 0" 6' - 8" 1 1/2" D20 A 2' - 6" 6' - 8" 2" Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/29/2025 2:48:03 PM A6.03 EAST RENDERING 2 SOUTH RENDERING 3 EXTERIOR WALL (TYP.) 1/4" THK. EXPANSION JOINT WINDOW (TYP.) VINYL WINDOWS TRIM: PAINT 02 EXTERIOR WALL (TYP.) STUCCO SMOOTH FINISH COLOR: PAINT 01 DOOR COLOR: PAINT 02 TRIM: PAINT 02 ROOF ASPHALT SHNGLES DOOR COLOR: PAINT 02 TRIM: PAINT 02 ROOF ASPHALT SHNGLES EXTERIOR WALL (TYP.) STUCCO SMOOTH FINISH COLOR: PAINT 01 PAINT 01 DUNN-EDWARDS BLANCHED ALMOND | (DE5259) PAINT 02 DUNN-EDWARDS WARM WHITE | DEW380 ROOF OWENS CORNING LAMINATED ASPHALT SHINGLES | TERRA COTTA GUTTER & DOWNSPOUTS COLOR: PAINT 01 EXTERIOR WALL (TYP.) 1/4" THK. EXPANSION JOINT WINDOW (TYP.) VINYL WINDOWS TRIM: PAINT 02 2 X 4 WOOD STUD 5/8" TYPE "X" GYP. BOARD 1/2" PLYWOOD 7/8" PORTLAND CEM PLAS ON PAPER BACKED MET LATH CLARK DIETRICH #15 DOUBLE- V CONTROL JOINT (VVCJ) 7/8" STUCCO SMOOTH FIN. SEE STRUCTURE 5/8" GYP. BD. W/ PAINT NEW ROOF RAFTER (SEE STRUCTURE) R-19 INSULATION PER T-24 WOOD CEILING JOIST SEE STRUCTURE ASPHALT SHINGLE ROOFING DOUBLE TOP PLATE 1X6 FACIA TRIM W/ PAINT 5/8" GYP. BD. R-38 PER T-24 FLASHING GUTTER 2x4 WD. STUDS @ 16" O.C. THERMAFIBER SOUND ATTENUATION INSULATION 1 3/4" SOLID CORE DOOR 5/8" TYPE "X" GYPSUM BOARD W/ PAINT HEADLINE ABOVE WOOD CASING INTERIORINTERIOR 2X4 WOOD STUD. SEE STRUCTURAL. 7/8" STICCP FOM/ W#15 BUILDING PAPER. SMOOTH FIN. 1/2" THK. TYPE "X" GYP. BD. W/ PAINT FINISH PRESSURE TREATED 2X SILL PLATE 1/2" THK. "X" GYP. BD. W/ PAINT FINISH 4" M I N . EXTERIORINTERIOR 2 X 6 WOOD STUD. SEE STR. 7/8" STUCCO FIN. W/ #15 BUILDING PAPER. SMOOTH FIN. 5/8" THK. TYPE "X" GYP. BOARD R-19 INSULATION PER T-24 WATER PROOFING MEMBRANE 22 GA. GALV. SHEET METAL WEEP SCREED 5/8" THK. TYPE "X" GYP. BOARD W/ PAINT FINISH. FOUNDATION PER STRUCTURAL PLAN PRESSURE TREATED 2X SILL PLATE NOTES** A. WATER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQ'D IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD-BASED SHEATHING, SHALL COMPLY WITH SECTION R703.7.3.1 OR R703.7.3.2 B. SEE STR. DRAWINGS FOR DETAIL 0" EXTERIORINTERIOR WINDOW PER SCHEDULE FASCIA BOARD 2XBLOCKING W/ FRAMING CLIPS @ EACH BLOCK ASPHALT SINGLE ROOF ROOF RAFTERS @16"O.C. FLASHING 2X DOUBLE TOP PLATES R-19 PER T-24 2X STUDS @ 16" O.C. 5/8" GYP. BOARD STUCCO SMOOTH FINISH 2X HEADER (SEE STR) 2X4 BLOCKING (N) CEILING lINE 10' -0" 6" M I N . 10MM WATER PROOFING BARRIER 2" T H K S A N D FOUNDATION PER STRUCTURAL PLAN PRESSURE TREATED 2X SILL PLATE 22 GA. GALV. SHEET METAL WEEP SCREED (N) 1ST FLOOR 1' -0" GROUND LEVEL 1' - 3" 1' - 8 " M I N . A9.01 4 A9.01 2 4" M I N H E I G H T 1/2" MIN. STROKE WIDTH 1435 R319.1 ADDRESS IDENTIFICATION BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS IDENTIFICATION. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES (102 MM) IN HEIGHT WITH A STROKE WIDTH OF NOT LESS THAN 0.5 INCH (12.7 MM). WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS IDENTIFICATION SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCY RESPONSE. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS IDENTIFICATION SHALL BE MAINTAINED. Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 As indicated 1/29/2025 2:48:05 PM A9.01 N.T.S CHANNEL SCREED DETAIL TYP. 3 N.T.S ROOF DETAIL 2 N.T.S TYP. INT. DOOR JAM DETAIL 6 N.T.S TYP. INT. FOUNDATION DETAIL 5 N.T.S TYP. EXT. WALL W/ FOOTING 4 1 1/2" = 1'-0" TYP. EXT. WALL SECTION 1 3" = 1'-0" ADDRESS IDENTIFICATION 7 NOTES** SEE STR. DRAWINGS FOR FURTHER DETAIL NOTES** SEE STR. DRAWINGS FOR FURTHER DETAIL NOTES** SEE STR. DRAWINGS FOR FURTHER DETAIL NOTES** SEE STR. DRAWINGS FOR FURTHER DETAIL CY P R E S S A V E DRIVE WAY (E)PRIMARY RESIDENTIAL DUPLEX UNIT (1,723 SQ.FT.) A B (E) GARAGE TO BE DEMOLISHED Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1" = 20'-0" 1/29/2025 2:47:38 PM G1.01 1" = 20'-0" SITEPLAN PHOTO KEYMAP 1 SITE PHOTO A REF. N SITE PHOTO B CITY OF SANTA ANA nmir��,genco GENERAL CONDITIONS 1. GENERAL CONTRACT SHALL VISIT THE BUILDING SITE AND SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY WORK AND SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUB -CONTRACTORS. ENGINEERS SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL ASTM, ACI AND AISC DESIGNATIONS SHALL BE AMENDED TO MOST RECENT DATE, UNLESS NOTED OTHERWISE. 3. GENERAL DETAILS ON THIS SHEET SHALL BE USED WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 4. ALL OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK IN QUESTION. 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT UNIFORM BUILDING CODE AND ALL LOCAL CODE REQUIREMENTS. 7. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. 8. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR MOULDS, ORNAMENTS, GROOVES, CUPS, GROUNDS, DROPPED SLABS, CURBS, ETC,. OR ANY OTHER ITEMS NOT SHOWN ON STRUCTURAL DRAWINGS. 9. NOTES, DETAILS, AND DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 10. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CLIENT AND THE ARCHITECT/ENGINEER HARMLESS FROM AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CLIENT OR THE ARCHITECT/ENGINEER. 12. THESE NOTES SHALL BE CONSIDERED A PART OF OF THE WRITTEN SPECIFICATIONS. 13. DESIGN CRITERIA: CODE: 2022 CALIFORNIA BUILDING CODE DEAD LOADS: ROOF: 16 PSF LIVE LOADS: ROOF: 20 PSF LATERAL LOADS: WIND SPEED = 95 MPH EXPOSURE C RISK CATEGORY TYPE - II EARTHQUAKE SEISMIC IMPORTANCE FACTOR = 1.0 SEISMIC USE GROUP II SS=1.283g, S1=0.459g SITE CLASS=D SDS=0.855g, SD1=0.872g - SEISMIC DESIGN CATEGORY=D EQUIVALENT LATERAL FORCE PROCEDURE FOR BUILDING STRUCTURE WAS USED. SEISMIC RESPONSE COEFF. Cs=0.155 R=5.5 BASIC SEISMIC -FORCE -RESISTING SYSTEM =LIGHT -FRAME WALLS DESIGN BASE SHEAR V=0.141 W V=6,932 LBS Geo Report Geotechnical Engineering Investigation Report by Pacific Geotech, Inc. (Project No: 2157-S, 8-14-2024) STRUCTURAL NOTES 1. CONCRETE USED IN THE WORK SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: LOCATION IN ULTIMATE STRUCTURE STRENGTH f'c A. SLAB ON GRADE ......................................... ................ 2,500 PSI B. WALL FOOTINGS.......................................................... 2,500 PSI 2. ALL CONCRETE SHALL BE STONE CONCRETE UTILIZING AGGREGATE CONFORMING TO ASTM C33. CEMENT SHALL BE TYPE V CONFORMING TO ASTM C150 MAXIMUM WATER -CEMENT RATIO SHALL BE .45 BY WIEGHT. 3. REINFORCING STEEL SHALL HAVE MINIMUM PROTECTIVE CONCRETE COVERING AS FOLLOWS, UNLESS SPECIFICALLY DETAILED: CONCRETE CAST AGAINST AND EXPOSED TO WEATHER OR EARTH ........3" FORMED SURFACES EXPOSED TO WEATHER OR EARTH A. #5 BAR OR SMALLER AND WIRE MESH ............................11 /2" B. #6 TO #18 BARS.....................................................................2" FORMED SURFACES NOT EXPOSED TO WEATHER OR EARTH A. SLABS, WALLS, AND JOISTS...............................................3/4" B. BEAMS AND COLUMNS.....................................................1 1 /2„ 4. BEFORE CONCRETE IS PLACED, THE CONTRACTOR SHALL COORDINATE AND CHECK ALL TRADES TO ENSURE THE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, INSERTS, CURBS, DEPRESSIONS, ETC. RELATING TO THE WORK, AS SHOWN IN THE DRAWINGS. ANY CHANGE OR DISCREPANCY SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. 5. ALL CONCRETE WITH A COMPRESSIVE STRENGTH IN EXCESS OF 2,500 PSI AT 28 DAYS SHALL BE PLACED UNDER SUPERVISION OF A DEPUTY INSPECTOR LICENSED BY THE LOCAL BUILDING OFFICIAL. 6. PLACEMENT DRAWINGS FOR THE REINFORCING STEEL SHALL BE PROVIDED AT THE SITE A MINIMUM OF ONE WORKING DAY PRIOR TO PLACING OF REINFORCING STEEL. 7. CONCRETE QUALITY: INSPECTIONS AND TESTS SHALL CONFORM TO THE LOCAL BUILDING CODE REQUIREMENTS FOR CONCRETE DESIGNED BY THE ULTIMATE STRENGTH METHOD. 8. ALL CONCRETE MIXES SHALL CONFORM TO THE PROPORTIONS ESTABLISHED BY THE CODE FOR THE VARIOUS CONCRETE STRENGTHS REQUIRED FOR WORK. CONTRACTOR SHALL ENGAGE A CERTIFIED INDEPENDENT TESTING LABORATORY TO PREPARE 6 DESIGNS FOR THE WORK. COPIES OF THE MIX DESIGN, AS WELL AS 7-DAY AND 28-DAY CYLINDER TEST RESULTS SHALL BE SENT TO THE STRUCTURAL ENGINEER AND THE LOCAL BUILDING OFFICIAL TO OBTAIN APPROVAL PRIOR TO ITS USE IN THE WORK. 9. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 318-05 AND THE SPECIFICATION FOR CAST -IN -PLACE CONCRETE. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE AS FOLLOWS: A. NO.4 BARS AND SMALLER-INTERMIDIATE GRADE CONFORMING TO A615-40 B. NO.5 BARS AND LARGER- HARD GRADE CONFORMING TO A615-60 C. ALL MASONRY WALL REINFORCING, INCLUDING MASONRY WALL FOOTINGS, SHALL BE INTERMEDIATE GRADE CONFORMING TO A615-60 D. ALL BARS EXCEPT FOR N0.2 BARS SHALL BE DEFORMED AS PER ASTM A305 E. WIRE MESH SHALL CONFORM TO ASTM A185 2. ALL BARS SHALL BE CLEAN OR RUST, GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 3. ALL BENDS SHALL BE MADE COLD. 4. SPLICING OF BARS SHALL HAVE LAPPING OF 48 BAR DIAMETERS OR 24" MINIMUM IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, AND 48 BAR DIAMETER OR 24" MINIMUM IN MASONRY WALLS. UNLESS OTHERWISE DETAILED, REINFORCING STEEL IN CONTINUOUS BEAMS AND SPANDRELS SHALL HAVE TOP STEEL SPLICED AT MID -SPAN AND THE BOTTOM STEEL SPLICED OVER SUPPORTS. 5. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE OR APPLYING MORTAR OR GROUT. 6. WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY THE ELECTRIC ARC PROCESS UTILIZING E70XX ELECTRODES, AND PERFORMED BY WELDERS CERTIFIED BY THE CITY. 7. ALL WELDING TO BE DONE UNDER THE CONTINUOUS INSPECTION OF A DEPUTY INSPECTOR REGISTERED BY THE CITY OR AS OTHERWISE REQUIRED BY THE ENGINEER. 8, REINFORCING STEEL CAST AGAINST AND EXPOSED TO EARTH SHALL HAVE 3" OF CLEAR COVER UNLESS SPECIFICALLY DETAILED OTHERWISE. 9. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A165 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 10. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301. STRUCTURAL LUMBER (ALL LUMBER TO BE DOUGLAS FIR LARCH) 1. ALL STRUCTURAL WOOD MEMBERS SHALL BE IN THE BEST SELECTION OF DOUGLAS FIR PER WCUB GRADING RULE #16. UNLESS NOTED OTHERWISE. EACH PIECE OF LUMBER SHALL BE GRADE MARKED, AND COMPLY WITH THE FOLLOWING; A. 2X STUDS, D.F. NO.2 U.N.O. B. POSTS, 10' OR SHORTER, D.F. NO.2 U.N.O. C. 2X AND 4X R/J, C/J, F/J, BEAMS HEADERS D.F. NO.2 Fb=900 PSI / Fv=180 PSI / E=1,600,00 PSI D.F. NO.1 Fb=1,000 PSI / Fv =180 PSI / E=1,700,000 PSI D.F. NO.1 OR BTR Fb=1,200 PSI / Fv=180 PSI / E=1,800,000 PSI D. 6X AND WIDER BEAMS AND HEADERS D.F. NO.1 Fb=1,350 PSI / Fv=170 PSI / E=1,600,000 PSI D.F.S.S. Fb=1,600 PSI / Fv=170 PSI / E=1,600,000 PSI 2. ALL STRUCTURAL PLYWOOD SHALL BE APA GRADE STAMPED, WITH EXTERIOR GLUE AND AS SPECIFIED BY THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON PLANS. 3. SILLS AND PLATES RESTING IN CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. BOLTS SHALL BE 5/8" MINIMUM DIAMETER EMBEDDED AT LEAST 7" INTO THE CONCRETE OR MASONRY AND SPACED NOT MORE THAN 6 FEET APART. THERE SHALL BE A MINIMUM OF 2 BOLTS PER PIECE WITH 1 BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE. 4. PRE -DRILL ALL HOLES FOR 20d NAIL OR LARGER AND LAG BOLTS. 5, DOUBLE TOP PLATES ON ALL EXTERIOR AND BEARING PARTITIONS (NOT OTHERWISE DETAILED) SHALL LAP 4'-0" MINIMUM AT SPLICES AND HAVE 8-16d MINIMUM THRU EACH SIDE OF SPLICE PLATES. 6. BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE METAL WASHERS (SEE SCHEDULE). BOLT HOLES IN WOOD SHALL BE DRILLED 1 /32" TO 1 /16" DIAMETER LARGER THAN THE NOMINAL BOLT DIAMETER. 7. LAG BOLTS SHALL HAVE LEAD HOLES BORED BEFORE DRIVING. HOLE DIAMETER TO BE AS FOLLOWS: A. SHANK PORTION - SAME DIAMETER AND LENGTH AS SHANK B. THREAD PORTION - .60 TO .75 DIAMETER OF THREAD AND SAME LENGTH. 8. ALL WOOD EXPOSED TO WEATHER OR MOISTURE SHALL BE PRESSURED TREATED DOUGLAS FIR. NAILING SCHEDULE ALL NAILING SHALL BE COMMON WIRE NAILS CONFORMING TO THE LATEST C.B.0 WHERE AUTOMATIC NAILING IS USED. NAIL HEADS SHALL NOT PENETRATE SHEATHING. CONNECTIONS LISTED ARE THE MINIMUM PERMISSIBLE. DETAILS GOVERN OVER THE SCHEDULE. A. JOIST TO SILL GIRDER, TOE NAILS EACH SIDE......................................3-8d B. BRIDGING TO JOIST RAFTER, TOE NAIL EACH END................................2-8d C. SUBFLOOR SHEATHING ALL BEARING 1 X6 OR LESS, FACE NAIL .................... ........................ ........................... 2-8d 1 X8 OR WIDER, FACE NAIL.............:.......................................................3-8d 2XBLIND AND FACE NAIL......................................................................2-16d D. SOLE PLATE TO JOIST OR BLOCKING FACE NAIL......................._.........................................................16d @16" O.C. AT BRACE WALL...................................................................3-16d @16" O.C. F. STUD TO SOLE PLATE, TOE NAIL - ........................ ......................... ...... 4-16d G. DOUBLE STUDS, FACE NAIL.....................................................16d @24" O.C. H. TOP PLATE TO STUD, END NAIL...........................................................2-16d I. TOP PLATES, EACH END OF LAP SPLICE............................................8-16d AT CORNER INTERSECTION........................................................... ........ 2-16d J. RIM JOIST TO TOP PLATE, TOE NAIL.........................................8d @16" O.C. K. CONTINUOUS HEADER, TWO PIECES, ALONG EACH SIDE ......... 16d @ 16" O.C. L. CONTINUOUS HEADER TO STUD, TOE NAIL ....... ..................................... 4-8d M. CEILING JOIST TO PARALLEL RAFTER, FACE NAIL ................... ......3 16d N. CEILING JOISTS LAPS OVER PARTITIONS, FACE NAIL ............... .....3-16d 0. CEILING JOIST OR RAFTERS TO ALL BEARINGS, TOE NAIL.....................3 8d P. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL ..... 3-8d Q. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL................................2-8d R. BUILT-UP CORNER STUDS.....................................................16d @24" O.C. S. JOIST OR RAFTER TO SIDES OF STUDS UP TO AND INCLUDING 8" DEPTH. ........ ......................... ......................... ......................... . ........................... 3-16 d T. CEILING STRIPS 1 %4" TO UNDERSIDE OF JOIST - EACH BEARING ONE SLANT AND STRAIGHT......................................2-8d - 2"x3" TO UNDERSIDE OF JOIST EACH BEARING ONE SLANT AND STRAIGHT................................................. ............................................. 2-16d USE STRONG HOLD ANGULARLY GROOVED AT GYPSUM BOARD AND PLASTER CEILINGS. STRIPS SUPPORTING PLASTER CEILINGS SHALL BE WIRED IN PLACE IN ADDITION TO NAILING. U. BUILT UP BEAMS 2-2x.....................................16d @ 12" O.C. EACH SIDE, 4-16d @ EACH END 3 (OR MORE)........................1 /2"0 M.B. @ 24" O.C. STAGGERED & 18d @ 12" O.C. PROGRESSIVE WASHER SCHEDULE 1. WASHERS SHALL BE USED UNDER HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD. 2. THE WASHERS LISTED BELOW SHALL BE USED IN THE FOLLOWING LOCATIONS: A. SOLE PLATES TO FOUNDATIONS B. WOOD LEDGERS AND CAPS TO CONCRETE AND MASONRY WALLS. C. AGAINST THE 2X MEMBER WHEN 2X MEMBER IS BOLTED AGAINST A HEAVIER MEMBER D. STANDARD CUT WASHERS MAY BE USED ELSEWHERE, UNLESS OTHERWISE NOTED ON THE DRAWING. BOLT SQUARE PLATE SIZE WASHER SIZE %2" 2"x2"xO.299" THICK 5/8" 3"x3"x0.299" THICK 3/4" 3"x3"X5/6 THICK /8" 3"x3"x5/6" THICK 1" 3.5%3.5"x3/8" THICK FOUNDATIONS 1. FOUNDATIONS DESIGN IS BASED ON 2022 CBC. 40 Al 2. ALLOWABLE SOIL PRESSURE: 1,500 PSF FOR CONTINUOUS FOOTING & FOR SPREAD FOOTING FOR PE 3. FOOTINGS SHALL BE POURED AGAINST FIRM UNDISTURBED NATURAL SOIL OR ENGINEERED, COMPACTED FILL. 4. FILL AT RAMP WALLS AND RETAINING WALLS SHALL BE CLEAN OF NON-EXPAN IVE MATERIAL FREE OF ORGANICS AND PLACED UNDER CONTROLLED COMPACTION TC 90% OF MAXIMUM DENSITY, U.N.O. Master ID: 5. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PL C�. '-Le: • 6. PROVIDE ADEQUATE DRAINAGE BEHIND ALL RETAINING WALLS AWAY FROM BOIL ING. 7. HOLD DOWNS: BOLT HOLES SHALL BE Y6" (MAX.) OVERSIZED @ THE CONNECTIONS OF THE HOLD DOWNS TO THE POST. 8. HOLDOWNS TO BE INSTALLED INACCORDANCE WITH APPROVED ICBO SPECIFICATIONS. VERIFY LOCATIONS OF HOLDOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING AND MANUFACTURED TEMPLATE TO ASSURE ACCURATE INSTALLATION. 9. FOUNDATION EXCAVATION, UTILITY TRENCH EXCAVATION, SOIL BACK FILL, SUBGRADE PREPARATION, SOIL RECOMPACTION AND INSPECTIONS TO BE PER SOIL REPORT AS REQUIRED. IN THE ABSENCE OF SOIL REPORT, PROCEDURE TO BE CONFORMED TO THE GOVERNING BUILDING CODE. 10. ALL METAL ANCHORS, FASTENERS AND CONNECTORS SPECIFIED ON PLANS SHALL BE FROM SIMPSON OR AN APPROVED EQUAL IN STRUCTURAL DESIGN LOAD VALUES. 11. ALL ISOLATED POSTS TO HAVE SIMPSON CB'S U.N.O. 12. TYPICAL A.B. TO BE 5/8"0 W/ MIN. 7" EMBED INTO CONCRETE FOOTING, MIN EDGE DISTANCE TO CONCRETE EDGE = 13/4" MIN 2X P.T. SILL PL REQ'D W/ 3"X3"X%4" PL WASHER. A.B. SPACING PER SHEAR WALL SCH'D. MINIMUM @ 6'-0" O.C. AT ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS. MIN. (2)-A.B. PER SILL PL AND (1) A.B. @WITHIN 12" FROM END OF SILL PL. 13. CONCLUSIONS AND RECOMMENDATIONS OF GEOTECHNICAL REPORTS ARE INCORPORATED INTO THE DESIGN. 14. ALL EXCAVATIONS AND FILL MATERIALS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PER THE SOILS REPORT. 15. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING, ACCORDING TO THE SOILS REPORT. 16. CONSTRUCTION SHOULD BE OBSERVED AND/OR TESTED AT THE FOLLOWING STAGES BY PACIFIC GEOTECH. 1) SHORING EXCAVATIONS 2) GRADING AND COMPACTION 3) ALL FOOTING EXCAVATIONS BEFORE PLACEMENT OF STEEL 4) TRENCH BACKFILLS 5) WHEN ANY UNUSUAL CONDITIONS ARE ENCOUNTERED. SPECIAL INSPECTION 1. SPECIAL INSPECTION SHALL BE DONE ACCORDING TO CBC 1704.3, "STATEMENT OF SPECIAL INSPECTION" 2. THE STATEMENT OF SPECIAL INSPECTION SHALL IDENTIFY THE FOLLOWING: 2.1 THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIAL INSPECTION OR TESTING BY THE BUILDING OFFICIAL OR BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR EACH PORTION OF THE WORK 2.2 THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION 2.3 THE TYPE AND EXTENT OF EACH TEST 2.4 ADDITIONAL REQUIREMENT FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC OR WIND RESISTANCE AS SPECIFIED IN SECTION 1705.10, 1705.11 AND 1705.12. 2.5 FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WHETHER IT WILL BE CONTINUOUS SPECIAL INSPECTION OR PERIODIC SPECIAL INSPECTION. ANCHOR BOLTS 2 I. ALL EXTERIOR WALLS TO BE SECURED WITH 5/8"Ox12" A.B. AT 60" O.C. WITH 7" OF EMBEDMENT, U.N.O. AND EACH ANCHOR BOLT SHALL HAVE MINIMUM 2.5"x2.5"x1 /4" THICK PLATE WASHER. 2. ALL INTERIOR WALLS WITH SHOT PINS: RAMSET #3348 OR EQUIVALENT AT 36" O.C. AT BEARING WALLS AND 48" O.C. AT NON -BEARING WALLS, U.N.O. NO SHOT PIN IS ALLOW AT SHEAR WALLS. 3, HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1 /8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 4. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBP & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 0 10-20-23 YJ For Approval 8-19-24 Perl YJ GEO REPORT ISS�J,� hITN0- U Z z_ � co W Z co w z � o 0 N O wzm W �,�� z U `Cy'i U) z z (0W � ' O U r t� (3) L o N o W QC) Z J o_ C6 W N T J J � H W c�0 a� �Q o C) U) � 0 It J N Lu 0 Z:) W N Q Q 6' U Q ® U) U W w Q c/) z O �a O co ~ //�� //Z T VJ C0 U C0 Q oQRpPESSIYJ ONq��� ct� o.0 3 ;;o * xp. 05 S0/ 6 T 0 F OF C F CO W O Z J Q Z) U CL' U) Date 10-24-23 Scale AS NOTED Drawn YJ Job 2023-31 Sheet S-1 1 7 11 CITY OF SANTA ANA gene evsons ROOF/FLOOR 0 10-20-23 For Approval YJ JOIST PER PLAN 8-11-24 Per GEO REPORT YJ MST48 STRAP OR SIMP (N) PLYWD SHT G (N) 2x R.R. 2 Per P C PER PLAN @ EA BLK'G OR JST (NAIL @ SIMPSON A35 FOR PE IT ISSUAN0 (2) 2X TOP PLATE—,,EQ EQ STRAP OVER PLYWD PER PLAN MST48 UNO APPLY MIDDLE OF SLOT) DIAPHRAGM B.N. THIS FLOOR LINE, ENTIRE LENGTH UNO 1 /2» I (N) 2x R R (N) 2x R.R. OR R.J. b O O O O O O EQ. EQ. 2X STUD GAP 1 /2 OR R.J. () N DBL 2x TOP PLATE � D/S PER PLAN D/S PER PLAN GAP 2X4 FLAT @ 1 6" � SHT'G E.N.— Master ID: 2-2X MIN. 2-2X MIN. W/2-16d EA. END SHEAR WALL (N) 2x STUD Date: SHEAR WALL BM PER PLAN APPLY DIAPHRAGM B.N. SAME AS BELOW EXTEND TO ROOF Z THIS LINE, ENTIRE LENGTH UNO NON—BEAR'G STUD WALL CEILING CEILING AS OCCURS z (N) 2x STUD W °' W STRAP CAPACITY: SHEAR WALL PER PLAN & SHEAR D SHEAR WALL z CID ST6236=3,430# EQ EQ OPTIONAL: MST48=4,460# STRAP AT BOTTOM WALL SCH D � w � o CD OF D/S CONCRETE SLAB z z m N o w z U co I ~ J C0 -~-' a Z z � 0) U r f— SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SHEAR TRANSFER DETAIL 1 SHEAR TRANSFER DETAIL 2 TYP. NON -BEARING WALL CONN. 3 TYP. ROOF SHEAR TRANSFER 4 E.N. LTP4 HDR 0 �Q EQ STUDS USE STRAP PER DASH LINE: WHERE OP E.N. E N E N S.N. NOTE BELOW I FLUSH BM WHERE OCCURS MORE THAN E.N. 0 I 2-2X TOP PL - 1 6d @ 1 2„ E.N. E.N B.SIDES S.N. o 71 77�- E.N. ' DROP BM OR JOIST PER PLAN MIN. DBL. @ EXT OP END POST PER PLAN WHERE OCCURS (1) STUD S.N. E.N. 2-2X POST MIN. CC OR PC INTERIOR A35 EA. SI E.N. E.N. 4X POST NOTE: ❑� WHERE STRAP IS NOT SPECIFIED ON PLAN, USE MIN MST48 FOR SAWN AND MANUFACTURED DIMENSION LUMBER. U.N.O. USE MST172 FOR TJI JOIST E OPEN'G CRIPPLE STUDS -' -2X TOP PL TO ST 1 8C EN'G IS 7 _C' 0C STUDS EN'G DE USE ST1 W/ 2X WHERE OPEN'G IS MORE THAN 8' HDR PER PLAN HDR PER PLAN q" j \ 2X TRIMMER TYP. OPTION TO USE @ UP TO 4X8 HD / \` 2X SILL 2X OR 3X SILL F BLK'G (N) ROOF SHT'G LOo � �CD SI M PSON A35 w Q 1 La 6" 0. C. MIN .. J o W N T � J � J �w o coCOCIO � CD U) c p r0 o J N SHT'G E.N. (N) R.R. -O" ui 1_ 0 SHEAR WALL 2x DBL ® >� PER SCH'D ® TOP PLATE Q QQ ® WU W WQ (N) 2x STUD 0-Q 0- SHEAR WALL C)< � c/Q/� T CO co U co N � •O Q SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. TYP. STUD CORNER DETAIL BEAM TO WALL DRAG STRAP TYP. STUD WALL WITH DOOR OPENING TYP. INT. WALL SHEAR TRANSFER �QROFESSIpNq� 5 6 7 8 Y� � F� W o.0 3 xP. 06 0/ 6 l CI I \� LTP4 SPAC'G PER �OF C - 2-25 SCH'D 16"O.C. MIN TYP TOP PL SPLICES 16d CO MON NAILS @ EA SIDE OF SPLICES 1 M SIMPSON ST6236 SEE PLAN FOR NUMBER OF NAILS @ EA SIDE (10) MIN. EA SIDE B.N. STRAPS AT EA. -------- -------- ---- STAGGER RAFTER ELEV. I _ B.N.: BOUNDARY NAILING' AT TT X—== DIAPHRAGM BOUNDARY TOP I FT ------TT I i E.N.: EDGE NAILING AT STAGGERED -- --- --_ -- PLYWOOD PANEL EDGES LSTA 24 STRAP @ EA SIDE OF SPLICES WHERE OCCURS PER PLAN I I I I O F.N.: FIELD NAILING AT INTERMEDIATE . I II II II SUPPORTS � ELEV. I I I I I I � 4'X8' PANEL THK & GRADE PER PLAN I 5O RIM/BLK'G/TOP PL/FLUSH BM PER PLAN __ ----- 4- I II II II TOP ------ -- `---- Li ----- 60 B.N. AT CONTINUOUS PANEL EDGES EQ EQ -- -- -- ----- - - WHERE BLK'G OF PANEL EDGES -- -- -- II ----- - II IS REQ'D - 8 II CS16 STRAP OVER PLYWD CROSS ENTIRE WALL PANEL (n T& B -J 7 3X OR 2-2X MIN. < PANEL END POSTS w W/ E.N.STAGGERRED Q B.SIDES 4X BLK'G ENTIRE z WALL SPAN O T&B & B.SIDES PLYWD SHT'G PER V PLAN. AROUND OPEN'G ALL SIDES C0 STARP OR HD z HOLDOWNS O (� STRAP CAPACITY: LSTA24=1,295# ---- --- PER PLAN ------- JOIST OR RAFTER PER PLAN (6)-10d TOE NAILS ST22=1 370# II II 6 I RAFTER 1 16d COMMON=130 5 OR EQUIVALENT ( )- -- -- - BLK'D PANEL EDGES PER PLAN HANGER EA. RAFTER RIDGE BD PER PLAN I II II 7 " 2X FLAT W/ "z" HGR PER PLAN NOTE: MIN. ANY TWO SPLICES SPACING (TOP PL SPLICE OR BOT PL SPLICE)=48" ----� -- ----7--,.— TT ---FF--- II 1I -u-- II, II HEADER PER 'PI AN I II � II � II II II � II I �. III II II I I � III II II II � I I I'I I I 1 1 II II OPEN'G I II II I I fl II I II II I II� II II II II II I II II �� I II II II 4X OPEN'G SILL II II II I f l ,III I ,N,_, HOLDOWN ANCHOR BOLT SCHEDULE HOLDOWNS ANCHOR BOLT MIN. EMBED. HDU2 SSTB20-5/s"O 16%" HDU4 SSTB24-5/8"O 205/8" HDU5 SSTB24-5/8"b 205/8" *USE SSTBL FOR HDU'S Q 3X SILL *INSTALL PER ICBO OR LARR PROCEDURES Date 10-24-23 Scale AS NOTED Drawn YJ Job 2023-31 Sheet SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. R.B. CONNECTION DETAIL 9 TOP PLATE SPLICES DETAIL 10 TYP. DIAPHRAGM ASSEMBLY 11 O S TYP. WINDOW TRAP DETAIL121 S-4 CITY OF SANTA ANA F IcIll 11 1 evsans gency 0 10-20-23 YJ For Approval 1 8-19-24 Per YJ A `GEO REPORT 2. 2 Per P C NOT USED 6 NOT USED 3 FIC 'I SHEAR WALL SCHEDULEI SILL CONNECTION TOP AN HORAGE SHEAR ivias, SYM (2022 WALL SHEATHING (SEE 2) CONCRETE & WOOD SIMPSON CBC) MASONRY A35 10 280 15/32 " STIR I PLYWD BLKD w/8d @ 6" O.C. E.N. & 12" O.C. F.N. 5/8" A.B. @ 32" O.C. 16d @ 3" O.C. 16" O.C. 11 340 1%2 " STIR I PLYWD BLKD w/10d @ 6" O.C. E.N. & 12" O.C. F.N. %" A.B. @ 24" O.C. 5/6" Lag @ 6" O.C. 12" O.C. 1 12 430 15/32 " STR I PLYWD BLKD w/8d @ 4" O.C. E.N. & 12" O.C. F.N. 5/8" A.B. @ 24" O.C. 5�6" Lag @ 6" O.C. 8" O.C. Al 13 510 1%2 " STIR I PLYWD BLKD w/10d @ 4" O.C. E.N. & 12" O.C. F.N. 5/8" A.B. @ 16" O.C. 5/16" Lag @ 6" O.C. 8" O.C. 14 665 1%2 " STIR I PLYWD BLKD w/10d @ 3" O.C. E.N. & 12" O.C. F.N. 5/8" A.B. @ 16" O.C. 5/16" Lag @ 5" O.C. 8" O.C. 1 15 870 15/32 " STIR I PLYWD BLKD w/10d @ 2" O.C. E.N. & 12" O.C. F.N. %" A.B. @ 8" O.C. 5/6" Lag @ 4" O.C. 6" O.C. A. ALL EXTERIOR WALL TO BE SECURED WITH 5/8"Ox12" A.B.'S AT J. 5/8"0 A.B. MAY BE REPLACED BY 5/8"0 THREADED RODS BY 5" 72" O.C. WITH 7" OF EMBEDMENT, UNLESS OTHERWISE NOTED EMBED. WITH SIMPSON ET EPDXY, ICBO ER 4945, (OR AND WITH MINIMUM 3"x3"x1/4" THICK PLATE WASHER UNDER EQUIVALENT) AT THE SAME SPACING, WITH SPECIAL NUT AT EACH BOLT. INSPECTION. EACH BOLT SHALL HAVE MIN. 2.5"x2.5"x1/4" THICK B. ALL INTERIOR WALLS WITH SHOT PINS; RAMSET # 3348, OR SQUARE WASHER. EQUIVALENT, AT 36" O.C. AT BEARING WALLS AND 48" O.C. AT K. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT ALL NON -BEARING WALLS, UNLESS OTHERWISE NOTED. EDGES OF ALL PLYWOOD SHEETS IN SHEAR WALL. C. CODE MINIMUM (2) ANCHOR BOLTS PER PANEL. L. ALL PLYWOOD PANEL SHALL BE MANUFACTURED USING D. CODE MINIMUM 16d SOLE PLATE NAILS AT 16" O.C. TYPICAL AT EXTERIOR GLUE. ALL SECOND FLOOR WALLS (U.N.O.). E. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE 1. USE 3x STUDS, AND 3x BOTTOM PLATE WITH STAGGERED PROGRESSIVE NAILING. NAILING WHERE THE ALLOWABLE SHEAR VALUE EXCEEDS 350 F. ALL NAILS ARE COMMON NAILS. PLF. G. TABLE FOR USE WITH STUDS AT 16" O.C. MAXIMUM. 2. WHERE SHEAR MATERIAL IS INSTALLED ON BOTH SIDES, THE H. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED WITH PILOT SPACING FOR THE ABOVE TOP ANCHORAGE AND SILL HOLE AND WRENCH. CONNECTION SHALL BE HALF SHOWN. UNLESS OTHERWISE NOTED ON PLANS. ROOF PLYWOOD DIAPHRAGM (SHEATHING): USE 1/2" STRUCTURAL C-D OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (24/16) WITH 8d NAILS AT 6" O.C. SUPPORTED EDGES AND BOUNDARIES; AT 12" O.C. IN THE FIELD (UNBLOCKED U.O.N.). FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR PLYWOOD DIAPHRAGM (SHEATHING): USE 3/4 " STRUCTURAL, C-D, OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (48/24) TONGUE & GROOVE, WITH 10d NAILS AT 6" O.C. SUPPORTED EDGES AND BOUNDARIES; AT 10" O.C. IN THE FIELD (UNBLOCKED U.O.N.) FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. DECK PLYWOOD DIAPHRAGM (SHEATHING): USE 3/4" STRUCTURAL, C-D, OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (48/24) TONGUE & GROOVE, WITH 10d NAILS AT 6" O.C. SUPPORTED EDGES AND BOUNDARIES; AT 10" O.C. IN THE FIELD (UNBLOCKED U.O.N.) FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. NOTES: 1. USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N. 2. AT FLOOR LEVELS, USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL 3. ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW. 4. ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW WITH A HOLDOWN TO THE LOWER LEVEL OR TO THE FOUNDATION. R PE IT ISSY NCE erID: z V z Mr W� Lu z� W — z c� c O z z m CO o w � `n c.D Lu Q z L �z��� z - - O r H U o N O W00 LuaC) a C6 Z J W N T J J �W o -a m Qz� C co U) N � 0 N 0 LLB �o Z:) LLJ N a a' Q Q U) p UU Lu LLJ Q C/) CEZ O �¢ UQ cz co U) U Cf) N � O � d Q NOT USED 7 NOT USED 4 SHEARWALL SCHEDULE oQROFESSI�Nq� c.O Z y cj c � w Fn r o.0 3 xp. 06 0/ 6 lFC I I F OF C - 2-25 3x14 RIDGE BOARD ROOF SHEATHING 2x 1 4 R.R. w J Q D 1T� r) w U z - - cn O J J >Q CQ SHEAR WALL w z (2) 2x4 TOP --PER SCH'D = O PLATE PLYWOOD Date 10-24-23 SHEATHING Scale AS NOTED Drawn YJ Job 2023-31 SCALE: _ . Sheet / S-4 NOT USED 8 NOT USED] DETAIL !2 2 Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/29/2025 2:47:39 PM G2.01 Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/29/2025 2:47:39 PM G2.02 Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/29/2025 2:47:39 PM G2.03 Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/29/2025 2:47:40 PM G2.04 Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/29/2025 2:47:40 PM G2.05 Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/29/2025 2:47:40 PM G2.06 Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 12" = 1'-0" 1/29/2025 2:47:42 PM G2.07 12" = 1'-0" CALGREEN CHECKLIST 1 12" = 1'-0" GRADING EXEMPTION 2 (E) PRIMARY RESIDENTIAL DUPLEX 1433 CYPRESS AVE #100 (E) PRIMARY RESIDENTIAL DUPLEX 1433 CYPRESS AVE #101 (N) ADDITIONAL DWELLING UNIT 1435 CYPRESS AVE, UNIT #100 (N) ADDITIONAL DWELLING UNIT 1435 CYPRESS AVE, UNIT #101 CY P R E S S A V E CL (E) PERVIOUS PAVING TO REMAIN (E)LANDSCAPE AREA (E) LANDSCAPE AREA DRIVE WAY (E) CONCRETE PAVING (E) LANDSCAPE AREA (N ) L A N D S C A P E A R E A (N) CONCRETE PAVING (N) CONCRETE PAVING 2' - 9" 2 A1.02 2% (E) PERVIOUS PAVING TO REMAIN P.L P.L P. L P. L UP 0.5% MIN.-12.00" -6.75"-3.75" -1.50"4.50" 4.50"1.50"-13.25" 4.50" F.F=12" F.F=12" 0.00" 4.00" 0.00" 6" SCHEDULE 40 PVD SD PIPE. **0.5% MIN. PIPE SLOPE** (2)-3 INCH SCHEDULE 40 PIPE TO CURB. 4.50" AREA DRAIN AREA DRAIN 2% UP 2% 2 % 5% 5% 5% 5% 2% 2 % 2% 2% 5% 5% 5%5% 0.5% MIN. 5% P.L P. L PROPOSED BUILDING FL PER PLAN CONC. FL PER PLAN CONC. 2%2%2%2% FLFL P.LP.L 8" 8" Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 1/8" = 1'-0" 1/29/2025 2:47:45 PM A1.02 1/8" = 1'-0" (N) DRAINAGE PLAN WITH ADDRESSES 1 REF. N 1/8" = 1'-0" SECTION DETAIL DRAWINGS 2 PREPARED BY: PACIFIC GEOTECH, INC 1424 ROLLING HILLS DRIVE FULLERTON, CA 92835 INFO@PGISOIL.COM 626-675-1254 (E) PRIMARY RESIDENTIAL DUPLEX 1433 CYPRESS AVE #100 (E) PRIMARY RESIDENTIAL DUPLEX 1433 CYPRESS AVE #101 (N) ADDITIONAL DWELLING UNIT 1435 CYPRESS AVE, UNIT #100 (N) ADDITIONAL DWELLING UNIT 1435 CYPRESS AVE, UNIT #101 CY P R E S S A V E CL (E) PERVIOUS PAVING TO REMAIN (E)LANDSCAPE AREA (E) LANDSCAPE AREA DRIVE WAY (E) CONCRETE PAVING (E) LANDSCAPE AREA (N ) L A N D S C A P E A R E A (N) CONCRETE PAVING (N) CONCRETE PAVING 3' - 0 1/2" 2 A1.02 2% (E) PERVIOUS PAVING TO REMAIN P.L P.L P. L P. L UP 0.5% MIN.-12.00" -6.75"-3.75" -1.50"4.50" 4.50"1.50"-13.25" 4.50" F.F=12" F.F=12" 0.00" 4.00" 0.00" 6" SCHEDULE 40 PVD SD PIPE. **0.5% MIN. PIPE SLOPE** (2)-3 INCH SCHEDULE 40 PIPE TO CURB. 4.50" AREA DRAIN AREA DRAIN 2% UP 2% 2% 5% 5% 5% 5% 2% 2% 2% 2% 5% 5% 5%5% 0.5% MIN. 5% PROPOSED BUILDING FL PER PLAN CONC. FL PER PLAN CONC. 2%2%2%2% FLFL P.LP.L 8" 8" Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P L A N N I N G NO . RE V I S I O N DA T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S AV E . SA N T A A N A , C A 9 2 7 0 7 1/8" = 1'-0" 9/10/2024 1:11:16 PM A1.02 1/8" = 1'-0" (N) DRAINAGE PLAN WITH ADDRESSES1 REF. N 1/8" = 1'-0" SECTION DETAIL DRAWINGS 2 PREPARED BY: PACIFIC GEOTECH, INC 1424 ROLLING HILLS DRIVE FULLERTON, CA 92835 INFO@PGISOIL.COM 626-675-1254 9/16/24 DW DW DW DW UTILITY PLAN & PATH OF TRAVEL PLAN LEGEND PROPERTY LINE PATH OF TRAVEL CY P R E S S A V E CL (E) PERVIOUS PAVING TO REMAIN (E)LANDSCAPE AREA ± 5 1 ' - 0 " ( V I F ) (N) ADDITIONAL DUWELLING UNIT 1435 CYPRESS AVE, UNIT #100 (N) ADDITIONAL DUWELLING UNIT 1435 CYPRESS AVE, UNIT #101 P.L P.L P. L W/H W/H W/H W/H REQ'D SEPERATION = 15' - 0" (SEC.41-194.3) 54' - 2 1/2" P. L UP UP UP (E) LANDSCAPE AREA (N ) L A N D S C A P E A R E A (N) CONCRETE PAVING (N) CONCRETE PAVING UP DRIVE WAY (E) CONCRETE PAVING (E) LANDSCAPE AREA 11 " 42 ' - 0 " -12.00" -6.75"-3.75" -1.50"4.50" 4.50"1.50"-13.25" 4.50" F.F=12" F.F=12" 0.00" UP (E) CONCRETE PAVING (E) PRIMARY RESIDENTIAL DUPLEX 1433 CYPRESS AVE #100 (E) PRIMARY RESIDENTIAL DUPLEX 1433 CYPRESS AVE #101 F.H 4.00" 0.00" 4.50" 0.00 4.50" 15' - 1"6" (V.I.F) 4" ( V . I . F ) 1' - 0 " ( V . I . F ) 1' - 0 " ( V . I . F ) 6" (V.I.F) 11" 1' - 0 " 1' - 6" 1' - 6" 1' - 6 " 15' - 1" PATH OF TRAVEL TO (N) ADU CY P R E S S A V E CL (E) PERVIOUS PAVING TO REMAIN (E)LANDSCAPE AREA ± 5 1 ' - 0 " ( V I F ) (N) ADDITIONAL DUWELLING UNIT 1435 CYPRESS AVE, UNIT #100 (N) ADDITIONAL DUWELLING UNIT 1435 CYPRESS AVE, UNIT #101 P.L P.L P. L W/H W/H W/H W/H REQ'D SEPERATION = 15' - 0" (SEC.41-194.3) 54' - 2 1/2" P. L UP UP UP (E) LANDSCAPE AREA (N ) L A N D S C A P E A R E A (N) CONCRETE PAVING (N) CONCRETE PAVING UP DRIVE WAY (E) CONCRETE PAVING (E) LANDSCAPE AREA 11 " 42 ' - 0 " -12.00" -6.75"-3.75" -1.50"4.50" 4.50"1.50"-13.25" 4.50" F.F=12" F.F=12" 0.00" UP (E) CONCRETE PAVING (E) PRIMARY RESIDENTIAL DUPLEX 1433 CYPRESS AVE #100 (E) PRIMARY RESIDENTIAL DUPLEX 1433 CYPRESS AVE #101 F.H 4.00" 0.00" 4.50" 0.00 4.50" 15' - 1"6" (V.I.F) 4" ( V . I . F ) 1' - 0 " ( V . I . F ) 1' - 0 " ( V . I . F ) 6" (V.I.F) 11" 1' - 0 " 1' - 6" 1' - 6" 1' - 6 " 15' - 1" Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 As indicated 1/29/2025 2:47:47 PM A1.03 REF. N 1/8" = 1'-0" (N) PATH OF TRAVEL 1 1/8" = 1'-0" (N) UTILITY PLAN 2 REF. N CITY OF SANTA ANA Planning and Building Agency STRUCTURAL CALCULATI, for Proposed ADU 1433 Cypress Avenue Santa Ana, CA 92707 Approved FOR PERMIT ISSUANCE rs: Q9,0FESS/0h April 10, 2024 ��Q�.o��VA y,/ C 216 a * EXP. C 11. OF CAUFC`�� i PNP Engineering, Inc. 17671 Irvine Blvd, Suite 113 Tustin, CA 92780 949-351-5020 CITY OF SANTA ANA Planning and Building Agency TABLE OF CONTENTS 1 Design Criteria & Loads 2 Framing Sketch 3 Beam Design 5 Lateral Load Generation & Shear Wall Schedule 6 Lateral Force & Shear Wall Calculation 7 ATC Hazards by Location 8 Foundation Design Approved DATE: JOB No: Page 2-3 4-5 6-9 10 - 11 12 - 15 16-17 18 CE I CITY OF SANTA ANA Planning and Building Agency FOR PA RT IS!?UA CE DATE: JOB No: Master I Date: Description of the Project Structural Design for ADU to An Existing Single Residence Design Codes: 2022 California Building Code 2022 California Residential Code ASCE 7-16 ACI 318-19 Design Criteria: (Non -Vaulted) Roof: DL = 16 psf LL = 20 psf Seismic Load: Wind Load: Seismic Design Category: D SS = 1.283 SMS = 1.540 SDS = 1.027 S, = 0.459 SM, = 0.845 So, = 0.563 Design Lateral Force = 0.243 W (Horizontal) ± 0.205 W (Vertical) Basic Wind Speed = 95 mph Exposure = C Risk Category = 11 Soil Bearing Capacity per CBC minimum = 1,500 psf Closure: Please be advised that the evaluation and recommendations made were based on the information provided by client without soil investigation from geotechnical engineer. Due to the uncertainty of the natural soil condition, any redesign or reinforcing of the foundation system will be treated as a separate contract item. If found after start of construction there is any discrepancy between actual framing and this report or construction drawing, the contractor /owner shall notify the engineer of record for immediate remedial details. By accepting this report, the engineer of record shall not be held liable for discrepancies NOT brought up to the attention of the enginner of record. With this inherent limitaion, the design and evaluation was done in accordance with geneally accepted engineering principles and practice. CITY OF SANTA ANA Planning and Building Agency UAus: OOF: Com-Shingle Pitch = 4:12 4:12 Vaulted: Non -Vaulted Vaulted EAD LOADS: psf psf Pitch Ad = 0.7 0.9 Rf'g Mtl. = 5.0 5.0 Sheathing = 2.5 2.5 Roof / Jst = 2.5 2.5 Clg / Jsts = 2.0 0.0 Drywall = 2.0 2.0 Insul. = 1.0 1.0 Misc. = 0.3 0.1 Dead Load =1 16.0 1 14.0� LIVE LOADS: Live Load =1 20.0 20.0 AL LOADS: Total Load =1 36.0 34.0 Interior wall/ Dry wall = 10.0 psf FLOOR: psf Fin / Flr = Sheathing = Flr / Jsts = Misc. = Drywall = Insul = Partition = Misc. = Dead Load = 0.0 Live Load = 0.0 Total Load - 0.0 Exterior wall/Stucco wall = 14.0 psf (Unless Otherwise Noted) Timber: (West Coast Douglas Fir: WCDF) Studs: (2x) DF # 2 Fb = 900 psi Rafters -Ceiling -Floor Joists: (2x & 4x) DF#1& BETTER Fb = 1,200 psi DF #1 Fb = 1,000 psi DF #2 Fb = 900 psi Beams: (6x or Greater) F = 180 psi F = 180 psi F = 180 psi Fv = 180 psi DATE: J roved '12FRMIT ISSU NCE Master ID: Date: E = 1.6xE6 psi E = 1.8xE6 psi E = 1.7xE6 psi E = 1.6xE6 psi DF # 1 Fb = 1,350 psi F = 170 psi E = 1.6xE6 psi Glue Laminated Beams: (WCDF- Industrial Appearance Grade: 1-1/2" ply) (24F-V4) Fb = 2,400 psi Fv = 265 psi E = 1.8xE6 psi Parallam Beams: Fb = 2,900 psi Fv = 290 psi E = 2.OxE6 psi (strength at zs days) Slab on Grade f'c = 2,500 psi Foundations f', = 2,500 psi W/C ratio r = 0.45 Cement Type Type V 1torCing Steel: (A5 I M A615) Concrete, Main Rebar = Grade 60 Concrete, Ties = Grade 40 Masonry, All Rebar = Grade 40 CITY OF SANTA ANA Planning and Building *,ncy may, lS Approved FOR PERMIT ISSUANCE Master ID. Date: NEW ROOF FRAMING PLAN I _ I -- I--I yWry�qq ''pp F00141NG, I I I I I I 1 I 1� 1 T4P. SLAB ON I GRADE 4�1 SEE NOTE LI.1CmT __________CONT. I I+ TYP. SI.AH ON GRADE -.-- SEE NOTE I I I I i .ice �-{��15'Wx�4p'D CONT. I / f TINO. I J/ A.B. O 32' O.C. CONT. NEW FOUNDATION PLAN I J CITY OF SANTA ANA Planning and Building AShicy may, lS. Approved FOR PERMIT ISSUANCE Master ID. Date: m1E P. SLAB ON GRADE: MN.4' TNK. CONCRETE SLAB W/ #4 O 16' O.C. O CTR OF SLAB OVER 4' CLEAN SAND W/ 10 MIL NSOUEEN IN BETWEEN. ---------- yr_----_I L!/ 1 G, IILJII I __________` J CITY OF SANTA ANA Planning and Building Agency ER SPANS: Roofing Material: Composite Shingle Pitch = 4.00 :12 DL= 16.0 psf LL= 20.0 psf Spacing = 16 in. 0/L= 240 Aaaroved FMPERMff IS UANCE DATE: JOB No: Master ID: Date: Size d (in) A (in2)S (in3) 1 (in4) CF Cr CD 2 X 6 5.50 8.25 7.56 20.80 1.30 1.15 1.25 2 X 8 7.25 10.88 13.14 47.64 1.20 1.15 1.25 2 X 10 9.25 13.88 21.39 98.93 1.10 1.15 1.25 2 X 12 11.25 16.88 31.64 177.98 1.00 1.15 1.25 GRADE: DOUGLAS FIR #2 Fb = 900 psi Fv = 180 psi E = 1,600,000 psi Size Fib F v LBending LShear LDeflect LMax 2 X 6 1,682 225 13.1 50.4 11.5 11.5 2 X 8 1,553 225 16.6 66.4 15.1 15.1 2 X 10 1,423 225 20.3 84.7 19.3 19.3 2 X 12 1,294 1 225 23.6 103.0 23.4 23.4 > 21'-3" (O. K.) GRADE: DOUGLAS FIR #1 Fb = 1,000 psi F = 180 psi E = 1,700,000 psi Size Fib F v LBending LShear LDeflect LMax 2 X 6 1,869 225 13.8 50.4 11.7 11.7 2 X 8 1,725 225 17.5 66.4 15.4 15.4 2 X 10 1,581 225 21 A 84.7 19.7 19.7 2 X 12 1,438 225 24.8 103.0 23.9 23.9 GRADE: DOUGLAS FIR #1& BETTER Fb = 1,200 psi F, = 180 psi E = 1,800,000 psi Size Fib F'v LBending LShear LDeflect LMax 2 X 6 2,243 225 15.2 50.4 11.9 11.9 2 X 8 2,070 225 19.2 66.4 15.7 15.7 2 X 10 1,898 225 23.5 84.7 20.0 20.0 2 X 12 1,725 225 27.2 103.0 24.4 24.4 CITY OF SANTA ANA Planning and Building Agency PAGE: 7 DATE: JOB NoNo: Appr ved I FUR PERMIT ISSUANCE M CEILIN Master ID: Ceiling Material: 1/2" DRYWALL DL = 5.00 psf Spacing = 1E n. Date: LL = 10.00 psf L / factor = 24 Size d (in) A (in) S (in) 1 (in) CF Cr Co Rb 2 X 6 5.50 8.25 7.56 20.80 1.30 1.15 1.00 25.99 2 X 8 7.25 10.88 13.14 47.64 1.20 1.15 1.00 17.85 2 X 10 9.25 13.88 21.39 98.93 1.10 1.15 1.00 20.16 2 X 12 11.25 16.88 31.64 177.98 1.00 1.15 1.00 22.24 2 X 14 13.25 19.88 43.89 290.78 0.90 1.15 1.00 24.13 iq Joists are required to L = 4.00 ft GRADE: DOUGLAS FIR # 2 Fb = 900 psi 4 feet on center F = 180 psi E= 1,600,000 psi Size F*b Fib F'v Lbending Lshear Ldeflect Lmax 2 X 6 1,346 934 180 15.3 99.0 15.5 15.3 2 X 8 1,242 1,175 180 22.7 130.5 20.4 20.4 2 X 10 1,139 1,056 180 27.4 166.5 26.0 26.0 2 X 12 1,035 942 180 31.5 202.5 31.6 31.5 2 X 14 932 837 180 35.0 238.5 37.3 1 35.0 GRADE: DOUGLAS FIR #1 Fb= 1,000 psi F = 180 psi E= 1,700,000 psi Size F*b Fib F'v Lbending Lshear Ldeflect Lmax 2 X 6 1,495 1,003 180 15.9 99.0 15.8 15.8 2 X 8 1,380 1,299 180 23.9 130.5 20.8 20.8 2 X 10 1,265 1,164 180 28.8 166.5 26.5 26.5 2 X 12 1,150 1,036 180 33.1 202.5 32.3 32.3 2 X 14 1,035 919 180 36.7 238.5 38.0 36.7 GRADE: DOUGLAS FIR #1& BETTER Fb = 1,200 psi Fv = 180 psi E= 1,800,000 psi Size F*b Fib F'v Lbending Lshear Ldeflect Lmax 2 X 6 1,794 1,087 180 16.6 99.0 16.1 16.1 2 X 8 1,656 1,532 180 25.9 130.5 21.2 21.2 2 X 10 1,518 1,360 180 31.1 166.5 27.0 27.0 2 X 12 1,380 1,200 180 35.6 202.5 32.9 32.9 2 X 14 1,242 1,056 180 39.3 238.5 38.7 38.7 > 20'-11 " (O.K.) Wood Beam LIC# : KW-06019351, Build:20.24.0228 DESCRIPTION: (N) 4x10 Roof Beam CODE REFERENCES CITY OF SANTA ANA, Planning and Building Agocy 9� Approved FOR PERMIT ISSUANCE )ject File: 7-BM and Post.ec6� Master Date: Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set: ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Fb + 1000 psi E : Modulus of Elasticity Load Combination ASCE 7-16 Fb - 1000 psi Ebend- xx 1700ksi Fc - Prll 1500 psi Eminbend - xx 620ksi Wood Species Douglas Fir -Larch Fc - Perp 625 psi Wood Grade No.1 Fv 180 psi Ft 675 psi Density 31.21 pcf Beam Bracing Completely Unbraced Repetitive Member Stress Increase D(0.106) D(0.01106) D(0.06) Lr(0.075) D(0.06) Lr(0.075) Span = 21.30 ft Span = 19.50 ft A"plied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load for Span Number 1 Uniform Load: D = 0.060, Lr = 0.0750 , Tributary Width = 1.0 ft, (DL+RL) Uniform Load : D = 0.1060 , Tributary Width = 1.0 ft, (Wall) Load for Span Number 2 Uniform Load : D = 0.060, Lr = 0.0750 , Tributary Width = 1.0 ft, (DL+RL) Uniform Load: D = 0.01060 , Tributary Width = 1.0 ft, (Wall) Maximum Bending Stress Ratio = 0.8921 Maximum Shear Stress Ratio = 0.363 :1 Section used for this span 4x16 Section used for this span 4x16 fb: Actual = 977.27psi fv: Actual = 81.72 psi F'b = 1,095.39psi F'v = 225.00 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span = 21.300ft Location of maximum on span = 20.11Oft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.092 in Ratio = 2788>=360 Span: 1 : Lr Only Max Upward Transient Deflection 0 in Ratio = 0 <360 n/a Max Downward Total Deflection 0.366 in Ratio = 697>=180 Span: 1 : +D+Lr Max Upward Total Deflection -0.039 in Ratio = 6024>=180 Span: 2: D Only Maximum Forces & Stresses for Load Combinations Load CombinationMax Stress atios Moment Values Shear Values Segment Length Span # M V CD CM Ct CLx CF Cfu C i Cr M fb F'b V fv F'v D Only 0.0 0.00 0.0 0.0 Length = 21.30 ft 1 0,688 0.349 0.90 1.00 1.00 0.89 1.000 1.00 1.00 1.15 7.12 630.1 916.5 2.01 56.6 162.0 Length = 19.50 ft 2 0.672 0.349 0.90 1.00 1.00 0.91 1.000 1.00 1.00 1.15 7.12 630.1 937.5 1.07 56.6 162.0 +D+Lr 1.00 1.00 0.91 1.000 1.00 1.00 1.15 0.0 0.00 0.0 0.0 Length = 21.30 ft 1 0.892 0.363 1.25 1.00 1.00 0.76 1.000 1.00 1.00 1.15 11.05 977.3 1,095.4 2.91 81.7 225.0 Length = 19.50 ft 2 0.847 0.363 1.25 1.00 1.00 0.80 1.000 1.00 1.00 1.15 11.05 977.3 1,153.6 1.91 81.7 225.0 CITY OF SANTA ANA Planning and Building Ancy may, lS. Approved FOR PERMIT ISSUANCE Wood Beam roject File: 7-BM and Post.ec6 LIC# : KW-06019351, Build:20.24.02.28 PNP Engineering, Inc. (c) ENERCALC INC 1983-2023 DESCRIPTION: (N) 4x10 Roof Beam Master ID: Date: Overall Maximum Deflections Load Combination Span Max. "-" Deft Location in Span Load Combination Max. + Deft Location in Span +D+Lr 1 0.3663 9.639 0.0000 0.000 Lr Only 2 0.0499 11.656 D Only -0.0388 4.358 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Max Upward from all Load Conditions 2.171 5.308 0.966 T Max Upward from Load Combinations 2.171 5.308 0.966 Max Upward from Load Cases 1.557 3.392 0.530 D Only 1.557 3.392 0.436 +D+Lr 2.171 5.308 0.966 Lr Only 0.615 1.915 0.530 CITY OF SANTA ANA Planning and Building AA&cy may, lS. Approved FOR PERMIT ISSUANCE Master ID: Date: %---N SS44 Lateral Load Generation CITY OF SANTA ANA, Planning and Building ncy may, lS Approved FOR PERMIT ISSUANCE aster SHEAR WALL SCHEDULE I I SILL CONNECTION TOP ANCHORAGE SYM SHEAR WALL SHEATHING (SEE 2) CONCRETE & WOOD SIMPSON 19 CBC MASONRY I A35 90 I /@ 6T 0 CCTTOP & BOTTOM &O E.N F.N. PER SECT. 2513)LATH W11 I GA S I �8 A'B' �1° 72" O.C. 16d @ 12" O.C. 16" O.C. 10 280 1 '%2 ° STR I PLYWD BLKD w/Bd @ 6" O.C. E.N. & 12" O.C. F.N. %" A.B. @ 32" O.C. 16d @ 3" O.C. 16" O.C. 11 340 ' Y32 ° STR I PLYWD BLKD w/1 Od @ 6" O.C. E.N. & 12" O.C. F.N. %8' A.B. @ 24" O.C. % fi' Lag @ 6" O.C. 12" O.C. 12 430 'YY32 " STR I PLYWD BLKD W/8d @ 4" O.C. E.N. & 12" O.C. F.N. Y/g' A.B. @ 24" O.C. %6" Lag @ 6" O.C. 8" O.C. 13 510 ' Y32 .'STR I PLYWD BLKD w/10d @ 4" O.C. E.N. & 12" O.C. F.N. YB" A.B. @ 16" O.C. %s' Lag @ 6" O.C. 8" O.C. 14 665 ' Y32 " STR I PLYWD BLKD w/1 Od @ 3" O.C. E.N. & 12" O.C. F.N. %" A.B. @ 16" O.C. % fi' Lag @ 5" O.C. 8" O.C. i 15 870 'Y32 " STR I PLYWD BLKD W/1 Od @ 2" O.C. E.N. & 12" O.C. F.N. Y/B' A.B. @ 8" O.C. %s' Lag @ 4" O.C. 6" O.C. A. ALL EXTERIOR WALL TO BE SECURED WITH 5/8"0x12" A.B.'S AT 72" O.C. WITH 7" OF EMBEDMENT, UNLESS OTHERWISE NOTED AND WITH MINIMUM 3"0"xi/4" THICK PLATE WASHER UNDER NUT AT EACH BOLT. B. ALL INTERIOR WALLS WITH SHOT PINS; RAMSET # 3348, OR EQUIVALENT, AT 36" O.C. AT BEARING WALLS AND 48" O.C. AT NON -BEARING WALLS, UNLESS OTHERWISE NOTED. C. CODE MINIMUM (2) ANCHOR BOLTS PER PANEL. D. CODE MINIMUM 16d SOLE PLATE NAILS AT 16" O.C. TYPICAL AT ALL SECOND FLOOR WALLS (U.N.O.). E. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE PROGRESSIVE NAILING. F. ALL NAILS ARE COMMON NAILS. G. TABLE FOR USE WITH STUDS AT 16" O.C. MAXIMUM. H. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED WITH PILOT HOLE AND WRENCH. J. 5/8"0 A.B. MAY BE REPLACED BY 518"0 THREADED RODS BY 5" EMBED. WITH SIMPSON ET EPDXY, ICBO ER 4945, (OR EQUIVALENT) AT THE SAME SPACING, WITH SPECIAL INSPECTION. EACH BOLT SHALL HAVE MIN. 2.5"x2.5"4.299" THICK SQUARE WASHER. K. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT ALL EDGES OF ALL PLYWOOD SHEETS IN SHEAR WALL. L. ALL PLYWOOD PANEL SHALL BE MANUFACTURED USING EXTERIOR GLUE. 1. USE 3x STUDS, AND 3x BOTTOM PLATE WITH STAGGERED NAILING WHERE THE ALLOWABLE SHEAR VALUE EXCEEDS 350 PLF. 2. WHERE SHEAR MATERIAL IS INSTALLED ON BOTH SIDES, THE SPACING FOR THE ABOVE TOP ANCHORAGE AND SILL CONNECTION SHALL BE HALF SHOWN. UNLESS OTHERWISE NOTED ON PLANS. ROOF PLYWOOD DIAPHRAGM (SHEATHING): USE 1/2" STRUCTURAL C-D OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (24/16) WITH 8d NAILS AT 6" O.C. SUPPORTED EDGES AND BOUNDARIES; AT 12" O.C. IN THE FIELD (UNBLOCKED U.O.N.). FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR PLYWOOD DIAPHRAGM (SHEATHING): USE 3/4 " STRUCTURAL, C-D, OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (48/24) TONGUE & GROOVE, WITH 10d NAILS AT 6" O.C. SUPPORTED EDGES AND BOUNDARIES; AT 10" O.C. IN THE FIELD (UNBLOCKED U.O.N.) FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. DECK PLYWOOD DIAPHRAGM (SHEATHING): USE 3/4" STRUCTURAL, C-D, OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (48/24) TONGUE & GROOVE, WITH 10d NAILS AT 6" O.C. SUPPORTED EDGES AND BOUNDARIES; AT 10" O.C. IN THE FIELD (UNBLOCKED U.O.N.) FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. NOTES: 1. USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N. 2. AT FLOOR LEVELS, USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL 3. ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW. 4. ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW WITH A HOLDOWN TO THE LOWER LEVEL OR TO THE FOUNDATION. CITY OF SANTA ANA Planning and Building Agency Approved PERNiff 15fiUANCE DATE: JOB No: Master . Wind Load Calculation (2022 CBC) Date: Basic Wind Speed = 95 mph (from ATC Hazards by Location) Exposure = C Risk Category = 11 hmean = 10.8 ft n Roof slope = 4 12 = 0.4hmean = 4.3 ft Least horizontal dimension, b = 43.8 ft 0.1 b = 4.4 ft End Zone dimension, a = Lesser of (0.4hmaan or 0.1 b) and Min. 3 ft. = 4.3 ft Length of end zone, 2a = 8.7 ft Topographic Factor KZ, = 1.00 Adjustment factor X = 1.21 Ps = X x Kz1 x ps30 d = 43.8 ft (Trans.) b = 49.5 ft (Long.) A = 1,871 ft' 18.43 ° Roof HT = Wall HT = h, = (ASCE 7, 28.5.3) (ASCE 7, 26.8) (ASCE 7, Figure 28.5-1) 17.2 ft 9.0 ft 10.6 ft Roof Slope (°) p Lon Trans Long Trans 15 20 ps3o ps (psf) Area Area P P Zone A 18.0 19.8 19.2 23.3 78 43 1,816 990 Zone B -6.0 -5.2 -5.5 -6.6 71 0 (467) 0 Zone C 12.0 13.2 12.8 15.5 368 530 5,709 8,225 Zone D -3.4 -2.9 -3.1 -3.7 334 0 1,236 0 Zone E -17.2 -17.2 -17.2 -20.8 190 190 -3,945 -3,945 Zone F -11.2 -12.0 1 -11.7 -14.2 190 190 -2,696 1 -2,696 Zone G -12.0 -12.0 -12.0 -14.5 894 894 -12,983 -12,983 Zone H -8.6 -9.1 -8.9 -10.8 894 894 -9,675 -9,675 Zone EoH -24.1 -24.1 -24.1 -29.2 13 13 -379 -379 Zone GoH -18.8 -18.8 -18.8 -22.8 61 61 -1,395 -1,395 Wind Load fibs) : HTrans = 9,215 Ibs HLong = 5,823 lbs Vwind = -31,073 Ibs 0.9 x Total DL = 42,516 Ibs VTrans = 133 lb/ft VLonq = 186 lb/ft > 0.6 x W ind = 18,644 Ibs (O.K.) (No holddown need due to wind on the roof.) Horiz. Horiz, Horiz. Horiz. Vert. Vert. Vert. Vert. Vert. Vert. CITY OF SANTA ANA Planning and Building Agency Approved UANCE PAGE: t DATE: Wind Forces to Roof and Walls Direction Trans. Long. Ibs Ibs Loads 91215 5,823 Wind Forces to New Shear Walls Wall I FAbove E F, F Total FASD 0.6W b v = EF/b Shwarwall # allow Ibs Ibs Ibs Ib ftL /ft Ib/ft Shear Walls (Roof Level) S-1 0 742 742 445 5.2 86 10 280 S-2 0 1,604 1,604 962 9.0 107 10 280 S-3 0 1,192 1,192 715 16.0 45 10 280 S-4 0 1,308 1,308 785 17.8 44 10 280 S-5 0 977 977 586 10.6 55 10 280 S-6 0 1 2,390 1 2,390 1 1,434 1 17.3 1 83 1 10 1 280 S-7 0 4,607 4,607 2,764 39.3 70 10 280 S-8 0 2,217 1 2,217 1 1,330 16.3 81 10 1280 CITY OF SANTA ANA Planning and Building Agency Soil Site Class = D Risk Category = u From Spectrum Data: Ss = 1.283 g S, = 0.459 g SMs = 1.540 g SM, = 0.845 g Seismic Response Coefficient: Building Height h = 10.8 ft R = 5.5 1 = 1.00 Cs = SDS / (R / 1) 0.187 C, = o.oz T = C, h" 0.119 sec Cs,m. = SW / T(R / 1) = SD,TL / T2(R / 1) 0.858 C's,min = 0.010 Therefore, Cs = 0.187 Seismic Load Effect: E= pC,W±0.2SDSW 0.243 W (Ibs) (Lateral) 0.7 E = 0.170 W (Ibs) (Lateral) Approved EQU PERMIT UANCE PAGE: DATE: CBC) (from ATC Hazards by Location) F = 1.84 SDS = 2/3 SMs = 1.027 g Sol = 2/3 SM, = 0.563 g Seismic Design Category = D P = 1.3 (for Building Structure - Light -frame walls) x = 0.75 TL = 8 sec < TL for T<TL for T > TL Si = 0.563 < 0.60 ± 0.205 W (Ibs) (Vertical) ± 0.144 W (Ibs) (Vertical) (ASCE 7,12.3.4.2) (ASCE 7, Table 12.2-1) (ASCE 7, 12.8.1.1) (ASCE 7, Table 12.8-2) (ASCE 7, Figure 22-15) (ASCE 7, 12.8.1.1) (ASCE 7,12.4.3) CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE PAGE: 46Ag�o: Fr ID: Seismic Load Calculations: (for L1 & Ti) 0.7E I 0.7E Roof Area Floor Area I Wall Height I Ext. Wail Int. Wall Weight HEo VEo ft, ft2 ft ft ft Ibs Ibs Ibs L1 4T1 1,871 0 4.5 187 123 47,240 1 8,025 1,153 Awall = 840 ft` 47,240 8,025 1,153 Vertical Distribution of Seismic Forces wx hx wxhx wxhx/ > w, hi Fpx Fpx/wx Fpx,Total Ib ft(lb-ft) %(lb) (lb) L1 & T1 47,240 10.83 511,768 100 8,025 0.170 8,025 E 47,240 511,768 100 8,025 - - Forces to Shear Walls (Roof) Wall >' Fx FTotal b v = FTotai / b Design Shearwall Allowable Shear vwind Ibs Ibs ft Ib/ft Number(lb/ft) (lb/ft) Shear Walls at Roof Level S-1 1,023 1,023 5.2 198 10 280 86 S-2 2,210 2,210 9.0 246 10 280 107 S-3 1,643 1,643 16.0 103 10 280 45 S-4 1,802 1,802 17.8 101 10 280 44 S-5 1,347 1,347 1 10.6 127 10 280 55 S-6 2,082 2,082 17.3 121 10 280 1 83 S-7 4,013 4,013 39.3 102 10 280 1 70 S-8 1,931 1,931 16.3 118 10 280 1 81 Hold Down Forces at Shear Walls Wall I FMax h T or C DL Trio dist. TpL or Cps Net T (=Fxh/b) I T-Toy Use HD Allowable Force Ibs ft Ib s ft Ib(lb) (lb) Shear Walls at Roof Level S-1 1,023 9.0 1,781 16.0 1.3 167 1,615 HDU2 2,306 S-2 2,210 9.0 2,210 16.0 1.3 505 1,705 HDU2 2,306 S-3 1,643 9.0 924 16.0 1.3 1,638 -714 HDU2 2,306 S-4 1,802 9.0 909 16.0 1.3 2,035 -1,126 HDU2 2,306 S-5 1,347 9.0 1,145 16.0 1.3 717 429 HDU2 2,306 S-6 2,082 9.0 1,086 1 16.0 1 10.8 15,476 -14,390 HDU2 2,306 S-7 4,013 9.0 918 1 16.0 20.9 155,095 -154,177 H5U2 2,306 S-8 1,931 9.0 1,064 1 16.0 1 10.1 1 12,8691 -11,805 HDU2 2,306 A This is a beta release of the new ATC Hazards by Location website. Please contact us with feeebach. ^ 6 The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why OTCHazards by Location Search Information X11 Address: 1433 Cypress Ave, Santa Ana, CA 92707, USA Coordinates: 33.728545,-117.8662114 Elevation: 80 it Timestam p: 2023-10-26T14:56:31.182Z Hazard Type: Seismic Reference Document: ASCE7-16 Risk Category: II Site Class: Ddefault Basic Parameters Name Value Description SS 1.283 MCER ground motion (period=0.2s) St 0.459 MCER ground motion (period=1.0s) SMs 1.54 Site -modified spectral acceleration value SMI * null Site -modified spectral acceleration value SIDS 1.027 Numeric seismic design value at 02s SA SDI ` null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC * null Seismic design category Fe 1.2 Site amplification factor at 02s Fv * null Site amplification factor at 1.0s CRS 0.93 Coefficient of risk (0.2s) CRI 0.926 Coefficient of risk (1.0s) PGA 0.543 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.651 Site modified peak ground acceleration TL 8 Long -period transition period (a) SsRT 1.283 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.38 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1,561 Factored deterministic acceleration value (0.2s) S1RT 0.459 Probabilistic risk -targeted ground motion (1.0s) S1 UH 0.495 Factored uniform -hazard spectral acceleration (2% probability of exceedance In 50 years) S1D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.639 Factored deterministic acceleration value (PGA) * See Section 11.4.8 Los Angeles San Bernardinoo p o onica,rt Berrie 80 ft Riversideo Nationa Ana =Br�1,Ph1WA%n 1� CITY OF SANTA ANA Planning and Buildipi Agency Approved FOR PERMIT ISSUANCE Google, INEGI Report a map error The, results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should conBnn any output obtained hmn this tool with the local Authonly Having Jurisdiction before proceeding with design_ Please note that the ATC Hazards by Location wabsite will not he updated to support ASCE 7-22. Find out why. Disclaimer Hazard loads are provided by the U,S. Geological Survey Seismic Design Web Services While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound 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 professionals In interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and Interpretation for the building site described by latitude/longftude location in the report, rID: CITY OF SANTA AN Planning and Building+ncy A This is a beta release of the new ATC Hazards by Location website. Please contact us wit 1 feedback. ,at0 The ATC Hazards by Location website will not he updated to support ASCE 7-22. Find ut why, Approved FOR PERMIT ISSUANCE 1C Hazards by Location Search Information Pa dos Angeles�rtltn -,, Q Address: 1433 Cypress Ave, Santa Ana, CA 92707, USA o` ; E't Sant3lAonica 80 RIVIti Faticr Coordinates: 33.728545,-117.8662114An, Elevation: 80 ft U �e h Ir in' ti - Timestamp: Hazard Type: ASCE 7-16 2023-10-26T 14: 57:11.796Z Wind MRI 10-Year _. _ 66 rnph MRI25-Year .___.-_ ..._.z___.­ 71 mph MRI50-Year ,. _...-----------.,__.. 77 mph MRI 100-Year 81 mph Risk Category I _ 89 mph Risk Category II _ . _ .. _ .... 95 mph Risk Category III 102 mph Risk Category IV __ __ _ 106 mph ASCE 7-10 MR1 10-Year __ . _ _ 72 mph MR125-Year 79 mph MRI 50-Year 85 mph MRI100-Year 91 mph Risk Category I . .__ _ _ 100 mph Risk Category II . _ _ 110 mph Risk Category Ill -IV _ 115 mph ©2023 G ASCE 7-05 INEGI Report a map error ASCE 7-05 Wind Speed I I_ - 85 rnph The results indicated here DO NOT reflect any state or focal amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound 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 professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. CITY OF SANTA ANA Planning and Building Agency Approved FORAREERMMIS UANCE DATE: JOB No: Soil Engineer: qb = 1,5 Ovid§' Report: Dated: I Date: at Exterior l StoryWall at Interior Bearing Wall wt. psf with ft. Ib/ft. wt. psf with ft. lb/ft. Roof 16.0 10.8 173 Roof 0 Roof 20.0 10.8 217 Roof 0 Wall 14.0 9.0 126 Wall 0 Wall Wall Floor 0 Floor 0 Deck 0 Deck 0 Total 516 Total 0 Width = 4.1 in Width = 0.0 in at Interior 1 -Story Wall at wt. Psf with ft. lb/ft. wt. PSf with ft. lb/ft. Roof 16.0 20.9 334 Roof Roof 20.0 20.9 418 Roof Wall 14.0 9.0 126 1 Wall Wall Wall Floor Floor Deck Deck Total 878 Total Width = 7.0 in Width = 0.0 in Use 15" wide by 24" deep footing for existing and new strip footing. Capacity of Continuous Footing: B= 15.0 in. D= 24.0 in L= [(D + 6in ) x 2] + 4 in = 64.00 in Unreinforced Footing: P = (L) (B) (qb) / 144 = 10,000 Ibs Reinforced Footing: Using (1) Rebar A,= 0.20 in' M=A,x1.48x(B+6in-3.5in) = 7.84 k-ft L = 2 x [(2 M) / (B x gb/12,000)]112 = 5.79 ft P = L x (13/12) x qb = 10,847 Ibs Usina Multiple Rebars - 044 As= 0.40 in` M=ASx1.48x(B+6in-3.5in) = 15.69 k-ft L = 2 x [(2 M) / (B x gb/12,000)]112 = 8.18 ft P = L x (13/12) x qb = 15,340 Ibs Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 N.T.S 1/29/2025 2:48:04 PM A7.01 N.T.S HVAC SPEC SHEET 1 N.T.S WATER HEATER SPEC SHEET 2 Th e s e d r a w i n g s a n d s p e c i f i c a t i o n s a r e in s t r u c t i o n s o f s e r v i c e a n d a r e t h e p r o p e r t y of D G B , I N C . A l l i n f o r m a t i o n c o n t a i n e d he r e w i t h i s r e s t r i c t e d t o u s e o n t h e sp e c i f i e d s i t e a n d p r o j e c t . F e d e r a l l a w pr o h i b i t s t h e r e p r o d u c t i v e d i s p l a y , s a l e , o r ot h e r d i p o s i t i o n o f t h e s e d o c u m e n t s wi t h o u t t h e e x p r e s s e d w r i t t e n p e r m i s s i o n of D G B . I N C . V i s u a l c o n t a c t w i t h t h e s e dr a w i n g 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 i t u t e p r i m a f a c i e e v i d e n c e o f t h e ac c e p t a n c e o f t h e s e r e s t r i c t i o n s . 44 0 S H A T T O P L A C E # 4 1 5 , L O S A N G E L E S C A 9 0 0 2 0 TE L : 2 1 3 ) 3 8 8 - 6 6 4 2 F A X : 2 1 3 ) 3 8 8 - 6 6 4 3 DRAWN DATE SCALE: PROJECT NO. PR O J E C T AR C H I T E C T U R E l I N T E R I O R l P LA N N I N G NO . R E V I S I O N D A T E 14 3 5 C Y P R E S S A V E . ( A D U ) 14 3 3 C Y P R E S S A V E . S A N T A A N A , C A 9 2 7 0 7 14 3 5 C Y P R E S S A V E . , # 1 0 0 & # 1 0 1 , S A N T A A N A , C A 9 2 7 0 7 N.T.S 1/29/2025 2:48:04 PM A7.02 N.T.S VENTILATION FAN 1 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 Ward 6 dpenaloza@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 INTERIM CITY MANAGER Tom Hatch CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall March 28, 2024 Also sent via email to: wonpluscorp@yahoo.com Won D. Cha YCU LLC 318 West Fourth Street Santa Ana, CA 92701 Subject: Address Assignment for a Duplex and Two Accessory Dwelling Units located at 1433 South Cypress Avenue (APN: 014-031-30) in Santa Ana, CA Dear Won D. Cha, 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 a duplex and two ADUs located at 1433 South Cypress Avenue (APN: 014-031-30). Notice is hereby given that the following assigned addresses shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Addresses to be Activated/Posted 00 (Formerly 1433 S. Cypress Avenue) 2. 1433 South Cypress Avenue, Unit 101 (Formerly 1435 S. Cypress Avenue) 3. 1435 South Cypress Avenue, Unit 100 (Address for New ADU #1) 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. Addresses 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) 664-2753 or by email at PRaj@santa-ana.org. Sincerely, Punkaj Raj Planning Technician Address Letter for 1433 South Cypress 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 Mishele Richards, Orange County Fire Authority, GEO Files Coordinator 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 Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager (E) PRIMARY RESIDENTIALDUPLEX UNIT #21433 CYPRESS AVENUE #101 (E) PRIMARY RESIDENTIALDUPLEX UNIT #11433 CYPRESS AVENUE #100 (N) ACCESSORY DWELLINGUNIT #11435 CYPRESS AVENUE #100 (N) ACCESSORY DWELLINGUNIT #21435 CYPRESS AVENUE #101 EXHIBIT A: ADDRESS PLAN SpHTA 4''r4 z v °scN00, Name (First, MI, Last) Project Address State, Zip Code Name (First, Ml, Last) Certificate of Compliance Payment of School Facility Fees Santa Ana Unified School District c Won Choi k}-el l oo- (0 A h Telephone 4M- Tract/Parcel )VL`al11 Telephone CITY OF SANTA ANA Planning and Building Agency 5092 Approved FOR PERMIT ISSUANCE Use of Building (check) Type of Project (check) Residential. Commercial ❑ Senior Housing ❑ NeQI�6 Addition ❑ Alteration ❑ Description of Project Number of Square Fe c.r Residential Space �*� Sq.Ft x $ ' , Total $q, p(� i . (Q0•— (Dev. Fee) Number of Square Feet of Commercial Space Sq.Ft x $ (Dev. Fee) Total $ The above representations as to square footage are true. 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 53080 must do so within 90 days from the payment of the fee. - N 17= % F-0 e-A ll - zr_ 2 a -z S-- Applicant Name (Please Print) Date J:. Sign ur This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable sections of the Government Code and Education Code. Ana Unified School District Authorized Date DISTRIBUTION White - City/Couno, Canary - Applicant Pink - Facilities Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org GRADING PERMIT REQUIREMENTS FOR DETACHED ADU PROJECTS PCC-15 REV: 09/03/2020 Page 1 of 1 A grading permit is required for all new detached buildings including new detached Accessory Dwelling Unit (ADU) projects. Grading plans prepared and stamped by a registered professional engineer shall be submitted for approval prior to issuance of the building permit, and shall be required to be submitted before or concurrently with the architectural plans submittal to the Building Safety Division. Grading Permit Exemption: Residential detached Accessory Dwelling Unit (ADU) projects that meet all of the following may be exempted from grading permit requirements: 1. The maximum amount of soil being moved is less than 50 cubic yards. The soil quantities shall be calculated by a California registered professional civil engineer 2. A site drainage plan prepared by a California registered professional civil engineer shall be provided with the following minimum information, but not limited to: a. Plan(s) shall be stamped, signed and dated by a California registered civil engineer b. Location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks c. Drainage slopes and flow patterns d. Drainage system such as swales, french drains, water collection and disposal system, etc. e. Drainage plan shall indicate how the site grading or drainage system will manage all surface water flows to be diverted away from buildings and adjoining property lines, in accordance with all applicable codes f. The grade shall fall not fewer than 6 inches within the first 10 feet from the foundation wall. Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains, or swales shall be constructed to ensure drainage away from the structure. Impervious surfaces within 10 feet of the building foundation shall be sloped not less than 2 percent away from the building. 3. A final certification letter from the professional engineer of record stating that the grades were constructed per the approved site drainage plan, shall be submitted to the building inspector prior to final inspection 4. The “Detached ADU Grading Permit Exemption Checklist” shall be completed by the California registered professional civil engineer and shall be made a part of the building plans. 5. The site drainage plan and the completed checklist shall be required at the time of architectural plans submittal as part of the building plans package. The building official reserves the right to require a grading plan based on site conditions. This grading permit exemption does not apply to projects in the FEMA Flood Zone. Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org DETACHED ADU - GRADING PERMIT EXEMPTION CHECKLIST PCC-16 REV: 11/10/2020 Page 1 of 1 THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. Instructions: In order to qualify for the grading permit exemption for detached Accessory Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall complete all sections, check all boxes and sign the certification section below. A copy of this checklist shall be attached to each of TWO sets of plans. If answering NO to any of the questions, a grading plan and permit shall be required. Project Address: Yes No 1. ☐ ☐ I have verified that the project address is NOT located on a FEMA designated flood zone (Zone A or AE). 2. ☐ ☐ I have provided two sets of site drainage plans that is stamped, signed and dated by a California professional civil engineer, to be submitted with the building submittal package. 3. ☐ ☐ I have calculated the total amount of soil being cut or filled on this project is less than 50 cubic yards. 4. ☐ ☐ The site drainage plans include the following, but not limited to, location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks; drainage slopes and flow patterns, drainage systems such as swales, french drains, water collection and disposal systems, etc. 5. ☐ ☐ I have designed drainage such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes. 6. ☐ ☐ I have designed grading such that it will not adversely affect the adjoining properties. 7. ☐ ☐ I have designed the grade to fall not fewer than 6 inches within the first 10 feet from the foundation walls except where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swales to ensure drainage away from the buildings. Any impervious surfaces within 10 feet of the building foundation are sloped not less than 2 percent away from the building. 8. ☐ ☐ I will provide a final certification letter stating that the grades were constructed per the approved site drainage plan, and will submit this certification letter to the building inspector prior to final inspection. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Licensed Number: Date: Phone Number: Email Address: 1435 Cypress Ave. Unit #100 & #101, Santa Ana, CA, Jirayus Pukkanasut RCE73728 9/16/24 714-723-9703 jchunhacha@yahoo.com O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR P N P E n g i n e e r i n g , I n c . 17671 Irvine Blvd., Suite 113, Tustin, CA 92780 949-351-5020 June 3, 2024 Mr. Daniel D. Kim NCARB, LEED AP Principal Viniegra & Viniegra Architecture CC: City Inspector Project Name: ADU Project Site Address: 1433 Cypress Avenue, Santa Ana, CA 92707 This letter is intended to verify that, without soil report, minimum soil values were assumed according to “minimum bearing capacity should be used in design if a soils report is not available.” per IBC and CBC 2022. Here is soil condition assumed for this job in case no soil report provided. This should qualify what required per LABC and CBC 2022. Soil Parameters for Footing Analysis: (from Table 1806.2, Class of Materials – 5) Vertical Foundation Pressure = 1,500 psf Lateral Bearing Pressure = 100 psf/ft Lateral Sliding Resistance, Cohesioin = 130 psf It is the professional opinion of PNP Engineering Inc. that, minimum soil values can be used if a soil report is not available for foundation design per CBC 2022. If you have any questions, please let me know. Thank you for your business. Sincerely, Joshua YJ Kang, P.E. Principal PNP Engineering, Inc. 949-351-5020 Dear Property Owner: An application Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)647-5800 www.santa-ana.org NOTICE TO PROPERTY OWNER APP-13 CBC 2016 of the property improvements specified at -L==J::.....<c..,c..;;;:....:c.q=:....c....-><---""'q...F+==-=-�..ii=-+-<�O<J.Jo'-'-"-:::.......J'-----'-LU,1..._,.'--"ql..l�.µ,=---....._,,,c__-1--_________ _ We are providing you with an Owner-Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your names as the Owner-Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEGMENT AND VERIFICATION OF INFORMATON DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. -11. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" build­ing permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my prop-•r 2.I understand building permits are not required to be signed by property owners unless they are responsible for the�uction and are not hiring a licensed Contractor to assume this responsibility. _11_3. I understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. 1-4.I understand Contractors are required by law to be licensed and bonded in California and to list their license numberson permits and contracts. j: 5.I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total¾.of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an r:, oyer" under state and federal law. 6.I understand if I am considered an "employer" under state and Federal law, I must register with the state and federalg nment, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment com-pensation of each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. __ll,._7. I understand under California Contractors' State License Law, an Owner-Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless a// work is performed by licensed subcontrac­tors and the number of structures does not exceed four within any calendar years, or all of the work is performed under contract 1th a licensed general building Contractor. __ i_8. I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable for any finan­cial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workman­ship or materials. ---11.s. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Ser­vice, the United States Small Business Administration, the California Department of Benefit Payments, and the California Divi­sion of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.qov for more information about licensed contractors. � 10. I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand that I am theparty leg Ix: n finan i II r sible for pro sect con cti act"vity at th llo ·n ad-dress: � 11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by allapplicable laws and requirements that govern Owner-Builders as well as employers. \ ft, 12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I � provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner-Builder and wish to hire Contactors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notariza­ tion, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Signature of Property Owner ___ �--���---------Date: 0/ -2 6 -2� Print name of Owner __ W�o�tJ� ..... C .... 'H ........... k .__._ _________ _ AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. Scope of Construction Project (or Description of Work): _________________________ _ Project Location or Address: (4,!;3 .-/43 f Cy(1t<2S� Aw.,, �� A!tCt. 1 £At 9210 7 Name of Authorized Agent: WO� CYAN G--- Address of Authorized Agent: 6.? 3 2 w�fohre--Slvd. I lo� Anqg}€-s , 0\:-fiOOl O Phone Number of Authorized Agent: _ .... 2_.l..><:2 ....... _.31.L..WgC...,,gc.....;,!........::c:....C· G.:c...:4==4-=--2-_________________ _ I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Property Owner's Signature:-----�--��----------Date: 0/ � 2 b-2G Print Name of Owner: __ __,_vJi-=--Q=+ �-"----' w ""--"'='A--_.__ _______________ _ Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is re­ quired to be presented when the permit is issued to verify the property owner's signature. 1.DEM OLISH EXIST ING G ARAG E AND CONSTRUCTING ADU (1721 SF)2.PROVIDE WINDOW TRIM S F OR T WO (E) WINDOWS South Coast Air Quality Management District 21865 Copley Drive, Diamond Bar, CA 91765­4182 Phone: (909) 396­2336 www.aqmd.gov Facility ID 209473 Notification Number 871451 Rule 1403 Notification of Routine Demolition Please maintain a copy of this Notification at the job site, either electronic or paper. Project Type Project Type Demolition Project Urgency Routine Origin Date 1/8/2026 1:22:50 PM Completed By Andres Arroyo Phone Number (714) 317­2789 User Email andy.a@summitbuildingco.net Contractor Information Company Name SUMMIT CORPORATE ASSOCIATES INC Address 1525 ONTARIO AVE City CORONA State CA Zip 92881 CSLB License #1062310 OSHA REG #0000040431038 Supervisor #1 Andy Arroyo Phone (714) 317­2789 Site Information Site Name Won Cha Project Project # Site Street #1433 Street Name CYPRESS AVE Cross Street Site County ORANGE City SANTA ANA State CA Zip 92707 Contact Name Andres Arroyo Jr Contact Phone (714)317­2789 Site Owner Won Cha Owner Address 1433 CYPRESS AVE City SANTA ANA State CA Zip 92707 Project Start Date 1/22/2026 Project End Date 1/22/2026 Project Work Shift(s)Day Building Size in Sq.ft 416 Number of Floors 1 Building Age (years)96 Number of Building/Dwelling Units 1 Building Prior Use House Asbestos Survey Yes Asbestos Found No Asbestos Removed NA Building to be Demolished Yes Describe Work demolition Describe Work Location home Project Information Demolition Information All Asbestos containing materials must be removed prior to any demolition activity Survey Information Certified Asbestos Inspector Name Oren Asseraf Certification Expiration Date​6/17/2026 12:00:00 AM Survey Plan Date 12/4/2025 12:00:00 AM Phone Number (818)697­4600 EMail o@homebiotesting.com Size of Demolition Project in sq. ft 416 Work Practices at Demolition Site Spray Water , Exit Grates , Tarp Trucks/Bins , Fence Screens , Stone Truck Pads , Tire Washing , Soil Stabilizers Contingency Demolition plan Stop Work , Isolate Work Area , Notify Owner , Stabilize , Secure , Characterize Waste , Survey Waste Information Waste Transporter ABLE ENVIRONMENTAL SERVICES Address 8230 PACIFIC STREET City STANTON State CA Zip 90680   Landfill Olinda Alpha Landfill Address 1942 Valencia Ave City Brea State CA Zip 92823 Fee Payment Size of Demolition Project in sq. ft 416 Tracking Number 4659055 Project Size Fee 81.61 Additional Fee 0 Total Fee $ 81.61 Payment Made $ 81.61 Balance Due $ 0 By clicking the Sign & Submit button, I certify that an individual trained in the provisions of SCAQMD Rule 1403 and the Asbestos NESHAP (CFR Title 40, Part 61, Subpart M) will be onsite during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. In addition, I certify that all of the information contained herein and information submitted with this Notification is true and correct. CITY OF SANTA ANA Planning and Building Agency GEOTECHNICAL ENGINEERING INVESTIGATION Proposed Accessory Dwelling Unit 1433 Cypress Ave Santa Ana, CA 92707 for Won Cha 23016 Lake Forest Dr, Suite 263 Laguna Hills, CA 92653 Project No.: 2157-5 August 14, 2024 Approved FOR PERMIT ISSUANCE Master ID: Date: CITY OF SANTA ANA Planning and Building Agency PACIFIC 9 GEOTECHNICAL ENGINEERING CONSULTANT August 14, 2024 Project No.: 2157-S Won Cha 23016 Lake Forest Dr, Suite 263 Laguna Hills, CA 92653 SUBJECT: Geotechnical Engineering Investigation Proposed Accessory Dwelling Unit 1433 Cypress Ave, Santa Ana, CA 92707 Dear Mr. Cha, Approved FOR PERMIT ISSUANCE E-mail: info c GIsail,com Master ID: Date: In accordance with your request and authorization, a Geotechnical Engineering Investigation has been conducted for the above -referenced project. The accompanying report presents the findings of our study, and our conclusions and recommendations pertaining to the geotechnical aspects of construction. Based on the results of our investigation, it is our opinion that the site can be developed as proposed, provided the recommendations of this report are followed and implemented during design and construction. We appreciate the opportunity to be of service on this project. If you have questions regarding the content of this report or if we may be of additional assistance, please do not hesitate to call at any time. Sincerely, PACIFIC GEOTECH, INC Ji�yus Pukkanasut, PE RCE No. 73728 �OFESS/p> P No. 73728 EXP.06/30/25 FA^t iv Paul S. Kim, PE, G RGE No. 2066 Q�pFESS/ON S�NGKy09��y No.2066 ; y Ej. Date 6/30/ 2 6 * cF Pam' 9rFOf (Al1 CITY OF SANTA ANA Planning and Building Agency 1. 2. 3. 4. 5. 6 7 E 9. 10 PURPOSE AND SCOPE........................................................................... PROJECT DESCRIPTION......................................................................... SITE DESCRIPTION................................................................................. SUBSURFACE EXPLORATION................................................................ Approved FOR PERMIT ISSUANCE ...........1.....- 1 - -1- ................ Master ID: Date. - 1 ............... -2- SUBSURFACE CONDITIONS .................................. .................................................... - 2 - 5.1 Soil Conditions.................................................................................................. - 2 - 5.2 Groundwater..................................................................................................... -2- LABORATORY TESTING.............................................................................................-2- EARTHQUAKE HAZARDS...........................................................................................- 3 - 7.1 Faulting............................................................................................................. - 3 - 7.2 Soil Liquefaction................................................................................................-3- CONCLUSION AND RECOMMENDATIONS................................................................- 5 - 8.1 Soil Expansion..................................................................................................- 5 - 8.2 Seismic Design Parameters.............................................................................. - 6 - 8.3 Foundation Design............................................................................................ - 7 - 8.3.1 Conventional Spread Footings ................................................. ........... - 7 - 8.3.2 Lateral Design ... ................................................................................. - 7 - 8.3.3 Foundation Settlement........................................................................ - 7 - 8.4 Slabs on Grade.................................................................................................- 7 - 8.4.1 Slab Reinforcement............................................................................ - 8 - 8.4.2 Moisture Barrier.................................................................................. - 8 - 8.5 Site Grading...................................................................................................... - 8 - 8.5.1 Fill Placement..................................................................................... - 9 - 8.6 Drainage........................................................................................................... - 9 - 8.7 Trench Backfill................................................... ................................................ - 10 - GEOTECHNICAL INSPECTION ................................... .......... ...................................... - 10 - GRADING SPECIFICATIONS......................................................................................- 11 - PLATE 1: VICINITY MAP PLATE 2: SITE PLAN & BORING LOCATION PLATE 3: FAULT MAP PLATE 4: VOLUMETRIC STRAIN CHART APPENDIX LOG OF TEST BORING LABORATORY TEST Project No.: 2157-S 1433 Cypress Ave, Santa Ana CITY OF SANTA ANA Planr#rAgEanq Building Agency Approved FOR PERMIT ISSUANCE This report presents the results of a geotechnical engineering investigatioor a pproposed asterIU: accessory dwelling unit to the existing single family residence at the subject si DaTtoe location of the site relative to surrounding streets and landmarks is presented on the Vic My The purpose of the investigation is to evaluate subsurface soil conditions and, based on the conditions encountered, to provide conclusions and recommendations pertaining to the geotechnical aspects of design and construction. The scope of services authorized for this project includes a visual site reconnaissance, subsurface exploration, field and laboratory testing, and geotechnical engineering analyses to provide criteria for preparing design of the building foundations. Recommendations presented in this report are based on the architectural plans provided by the client. The design information shall be reviewed with actual building details and site plan details. We should be notified of discrepancies to evaluate the impact upon the geotechnical recommendations. This report has been prepared for use in design of the described project. It may not contain sufficient information for other purposes. Our professional services have been performed in accordance with generally accepted engineering procedures under similar circumstances. No other warranty, expressed or implied, is made as to the professional advice included in this report. 2. PROJECT DESCRIPTION The proposed project is to construct an accessory dwelling unit at the location as presented on the Site Plan and Boring Location, Plate 2. The proposed building will be one-story in height with slabs on grade and constructed of wood frames and stucco walls. 3. SITE DESCRIPTION The subject property is located on the east side of Cypress Ave between Hobart St and Edinger Ave in the City of Santa Ana, California. The site is essentially flat and currently occupied by a single family house with an detached garage. The existing detached garage will be demolished for the new construction. PACIFIC GEOTECH, INC. Project No.: 2157-S 1433 Cypress Ave, Santa Ana CITY OF SANTA ANA Planr#qq,png Building Agency Approved FOR PERMIT ISSUANCE Field exploration for the subject site consists of two test borings drilled to depth okf 10 ao1.51 feet aster by means of a hollow stem and hand auger. The approximate test boring locatio �)@f@;indicated on the Site Plan and Boring Location, Plate 2. The exploration was logged by our field PnC.Ionppr and undisturbed ring samples and disturbed SPT samples were obtained for laboratory testing and inspection. Logs of the test borings are enclosed in the Appendix. 5.1 Soil Conditions The subsurface soils disclosed at the test boring consist generally of alternate layers of stiff, silty clay to dense, fine, slightly silty to clean sand to the depth explored of 51 feet. 5.2 Groundwater Groundwater was encountered in one of the test borings at the depth of 14 feet below the existing grade. The historically highest groundwater table at the site is approximately 14 feet deep below grade published by the State of California, Department of Conservation, Division of Mines and Geology, Open -File Report 98-10, Seismic Hazard Evaluation of the Tustin Quadrangle. 6. LABORATORY TESTING Laboratory testing was programmed following a review of the field investigation, and after considering the probable foundation system to be evaluated. Selected soil samples were tested for the following properties: • Field Moisture and Unit Weight (ASTM D-2216) • Shear Resistance (ASTM D-3080) • Consolidation Characteristics (ASTM D-2435) • Grain Size Distribution (ASTM D-422 & ASTM D-1140 • Atterberg Limits (ASTM D-4318) The test results of moisture content and unit weight are tabulated in the Log of Boring, and shearing resistance and consolidation characteristics are plotted on Direct Shear, and Consolidation, respectively, in the Appendix. PACIFIC GEOTECH, INC. Project No.: 2157-S 1433 Cypress Ave, Santa Ana CITY OF SANTA ANA Planrr%end Building Agency Approved FOR PERMIT ISSUANCE Master ID: Based on criteria established by the California Geological Survey, faults may bqA@tegorized as active, potentially active, or inactive, Active faults are those that show evidence of surface displacement within the last 11,000 years. Potentially active faults are those that show evidence of last displacement within the last 1.6 million years. Faults showing no evidence of displacement within the last 1.6 million years may be considered inactive for most purposed, except for some critical structures. In 1972, the Alquist-Priolo Earthquake Fault Zoning Act was enacted. The act defines active and potentially active faults essentially the same way as that used by the California Geological Survey. The site is not located within a designated Alquist-Priolo Earthquake Fault Zone. The probability of surface rupture at the site from faulting is considered to be very low. According to the "2010 Fault Activity Map of California, Jennings & Bryant" provided by California Geological Survey, Department of Conservation, Plate 3, the subject site is located approximately within 5.25 miles of a known potential active fault which is the Bolsa-Fairview fault of Newport - Inglewood -Rose Canyon fault zone. The proposed structure shall be designed in accordance with the Earthquake Regulations of the 2022 California Building Code and the seismic design parameters provided in this report. 7.2 Soil Liquefaction The site is located within a liquefaction zone as shown on the State of California "Seismic Hazard Zones" map. Earthquake -induced liquefaction is a phenomenon in which loose to medium dense saturated cohesionless soils undergo extreme losses in shear strength due to earthquake shaking. The liquefaction potential is directly related to the groundwater conditions at the site, as well as to the characteristics of the underlying soil deposits. Loose to medium dense sands below groundwater level are generally considered to be susceptible to liquefaction under strong ground shaking conditions. PACIFIC GEOTECH, INC. Project No.: 2157-S 1433 Cypress Ave, Santa Ana CITY OF SANTA ANA Planrftgan4 Building Agency Screening criteria were performed for the samples between 14 and 51 feet, utiliz n4 ed t Approvpprov DANCE (PI) and saturated moisture content (wsat) in accordance with the procedure referenced in the Bray and Sancio paper. The soils having PI>18 and wsat<0.8LL were classified "non -liquefiable". The Master ID: result of the screening assessment is summarized on Table 1. The graphicaff ll Wsentation of liquefaction susceptible criteria is presented on Figure 1. Figure. 1 Graphical Representation of Liquefaction Susceptible Criteria Not Susceptible Moderately Susceptible Susceptible 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 We/LL Reference: Bray J. D. and Sanclo R. B.. 2006 `Assessment of the Liquefaction Susceptibility of Fine—grained Soils" Journal of Geotechnical and Geoenvironmental Engineering. ASCE, September 2006 For the soil layers not classified "non -liquefiable" in the screening criteria, liquefaction potential was analyzed using an earthquake magnitude obtained from the USGS Interactive Deaggregation Web Site in accordance with the "NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, December 31, 1997" for the following case: Based on the Special Publication 117A, "Guidelines for Evaluating and Mitigating Seismic Hazards in California" and the 2022 California Building Code, PGA of 0.59g corresponding to the PGAM with 2% probability of exceedance in 50 years and an earthquake magnitude of 7.0 were obtained from the USGS Interactive Deaggregation Web Site. For the soil layers not classified "non -liquefiable" in the screening criteria, liquefaction potential was analyzed utilizing the current groundwater table at the site of 14 feet, in accordance with the "NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, December 31, 1997", and its result is provided on Table 1. PACIFIC GEOTECH, INC. O D J a a) j rn a) W o 0 Z o � r O -- a a) c c cGrn I\ o L U N ` � a m° 0 � c ro = o 0 LLI U 'c) Q LO —) L 5 M CITY OF SANTA ANA a nil Building Agency c Pl }uawal}}as C r r r uleJ}s o B Q o) Q a Q Q Q- olJ}auJnloA z z �- z z z A}a}es 10 JO}Oe� c � c c c c w 0 0 0 0 0 0 0 0 M V � Jo}oed 6uljeoS apn}lu6ejN r u) o~o oro 00 r-- r � r b r r ' - 6 w a �- L 3 r - - .- - r r A OI}e�j 0 00 rn v co (0 Lo v rn M rn It 0 v 0 ^ SSaJ}S 011oA0 w U a (D 0 0 0 0 0 0 0 o z 0 ol}e�j aoue}slsa�{ ollo�(� ONO r 7 N V' N (D N 000 CO 0000 N Q w U rT —' 0 0 0 0 0 0 o Z J J 00 }uaiol}}aoO o o Cl) 0 0 uol}onpa�j y}daa w U 0 0 0 0 0 0 0 0 o N � 0 ' anlen-N v _ N O (q r cM N � LO pa}oaJJoo w z N N N N N M 11 0 n a Jo}oed }ua}u03 sauld N N N N N w cv 4= a v- JO}oed }Ua}u00 seuI� W co b o ui 0 ui 0 v 0 ui ui Sri o ui J enlen-N Cr 0 rn Cl) c0 r m rn Oo 00 0 pazll8wJON Y z z a; a; N C° Cl) SJO}oed c� � uol}oaJJo� m NO V V V N ON N N �j anleA-N m U JO}Dej rn Z U r rn .- rn L0 00 0o r r M r 0 r r uepJngJanO w 0 0 0 0 0 0 0 0 ci anlen-N e z o rn L0 — co .- r r M N o N OO N paJnsealN aJnssaJd uapanq-Jane and}oa}}� Q e(0 �w N N N N M M V � aJnssaJd uapJngJanO le}ol a e(0 o v N 00 N Ln M N eo 0) r N rn tLO r o M ch M co rn o _ WiaM }iu� }aM p ?- N N co M M co co N m jua�uoo aanjsioW It?S �P N N M M N c0 N N N N xapul �}!ol}Seld a z r` 00 z °' 1PI� 011s8ld o 0- N N z N Z N N jpij pinbij o J N M Z N N Z CL N M ('WbLO'0>) }ua}uoO sauld o co N N o N r o CO rn N o ssau�lolul _ LO LO LO LO LO LO LO N Ja�(e-1 N N M M �t0' O N N M M V adAi IpS @ @ mCU 70 m m U U N U U U U y}daa aldweS 0 �' o N CO o m v 0 roved IT ISSUANCE w C-) z W W LL W r rn a> r M U a� N N O 0 r rn w w U z V- 0 n 0 Of U .0 U Project No.: 2157-S 1433 Cypress Ave, Santa Ana Potential seismic -induced settlement was computed for the soil layers having t than 1.0 in accordance with a simplified method proposed by Kohji Tokima 1987, "Evaluation of Settlement in Sands due to Earthquake Shaking", Journal Engineering Division, ASCE, Vol. 113, No. 8, August, 1987. Based on the re seismic -induced settlement will be on the order of 1.14 inch. Volumetric strain c Plate 4. CITY OF SANTA ANA PlanrrpgWndBuilding Agency Approved spfMOrWIlsISSUANCE and Seed, H.B. tVe Gegtechnical aster lbgfethe analysis, Based on our evaluation of the site conditions and findings of this investigation, it is concluded that the proposed development of the subject property is feasible from the geotechnical engineering viewpoint provided the following conclusions and recommendations are incorporated into design criteria and project specifications and are implemented. The proposed building may be supported on conventional spread footings embedded into the existing undisturbed natural soils. 8.1 Soil Expansion An expansion test was performed on a representative sample of the onsite slightly silty clay materials in accordance with ASTM D-4829 to evaluate its volume change with moisture. The test result is as follows: Expansion Expansion Sample Classification Index Potential B-2 @ 3' CLAY; silty 63 Medium The test result indicates that the materials have medium expansion potential with an El of 63. Foundations shall be placed at least 24 inches below the lowest adjacent final grade to mitigate expansion potential. PACIFIC GEOTECH, INC. Project No.: 2157-S 1433 Cypress Ave, Santa Ana The project site is classified as Site Class F. However, in accordance with the 20.3.1, ASCE/SEI 7-16, as the proposed structure has a fundamental period c CITY OF SANTA ANA Plangi@Wt)dBuilding Agency Approved FOR PERMIT ISSUANCE rVection n less than 0.5 second, the site -response analysis is not required to determine spectrAl acceleration for liquefaction soils and a Site Class is permitted to be determined in accordance with Section 20.3 and the corresponding values of Fa and Fv from Table 11.4-1 and 11.4-2. Based on 2022 California Building Code and ASCE/SEI 7-16, the site is classified as Site Class D and the following seismic design parameters are applicable: SEISMIC COEFFICIENTS (2022 California Building Code) Nature of Occupancy II Table 1604.5, CBC 2019 Importance Factors 1.0 (Table 1.5-2 ASCE 7-16) Short Period (0.2s) One -Second Period Earth Materials and Site Class Alluvium — So (Table 20.3-1 ASCE 7-16) Mapped Maximum Considered Earthquake (MCE) Spectral Response Acceleration Ss = 1.283 (g) Si = 0.459 (g) (Figures 22-1 through 22-8, ASCE 7-16) Site Coefficients Fa = 1.0 Fv = 1.9 (Table 11.4-1 and 11.4-2, ASCE 7-16) Adjusted MCE Spectral Response Acceleration SMs = 1.283 (g) SM, = 1.309 (g) (Equations 11.4-1 and 11.4-2, ASCE 7-16 Design Acceleration Sos = 0.855 (g) So, = 0.872 (g) (Equations 11.4-3 and 11.4-4, ASCE 7-16) Seismic Design Category D (Table 11.6-1 and 11.6-2, ASCE 7-16) A ground motion hazard analysis is not required where the value of the parameter SM, determined by Eq. (11.4-2) is increased by 50% for all applications of SM, in this Standard. The resulting value of the parameter So, determined by Eq. (11.4-4) shall be used for all applications of Sol in this Standard. PACIFIC GEOTECH, INC. Project No.: 2157-S 1433 Cypress Ave, Santa Ana An allowable bearing value of 1,500 pounds per square foot is recommE footings of at least 12 inches in width and isolated pad footings of at least 24 i CITY OF SANTA ANA Plangd arr�_Building Agency Approved FOR PERMIT ISSUANCE Master ID: d,4ar. continuous at a depth of at least 24 inches below the existing grade, embedded into undisturbed natural soils. The bearing values are for dead plus live loads and may be increased by one-third for momentary wind or seismic loads. 8.3.2 Lateral Design Resistance to lateral loading may be provided by passive earth pressure within the soils and by friction acting at the base of foundations and slabs on grade. Passive earth pressure may be computed as an equivalent fluid having a density of 100 pounds per cubic foot to a maximum of 2,000 pounds per square foot. Friction between the base of the footings and/or floor slabs and the underlying soils may be assumed to be 0.25 times the dead load. When combining passive pressure and friction for lateral resistance, the passive component should be reduced by one-third. 8.3.3 Foundation Settlement The seismic settlements are in addition to the static settlements and must be considered in the structural design. The total static settlement of the foundations is estimated not to exceed three quarters of an inch. Differential settlement between adjacent footings is expected not to exceed half of the total static settlement over a distance of 30 feet. 8.4 Slabs on Grade Concrete slabs constructed on grade should be a minimum thickness of 4 inches. The subgrade below concrete slabs shall be pre -saturated to a depth of 18 inches prior to placing the concrete. On -grade concrete slabs shall be placed on a 2-inch clean sand bed over a moisture barrier membrane to mitigate expansion potential. Subgrade soils disturbed due to installation of utility lines or from footing excavations should either be completely removed or be properly compacted prior to concrete pour. PACIFIC GEOTECH, INC. CITY OF SANTA ANA Plannft�@eand Building Agency Project No.: 2157-S 1433 Cypress Ave, Santa Ana It should be recognized that minor cracks normally occur in concrete slabs due curing or redistribution of stresses and thus, some cracks should be anticipat( not necessarily indicative of excessive vertical movements. It is cautioned the receive ceramic the or other rigid, crack sensitive floor coverings be designed reduce hairline cracking. Extra reinforcing and careful control of concrete shrinkage are recommended. 8.4.1 Slab Reinforcement f "Approved IVISSUANCE Such cracks are slabs in areas to Master ID: nd,,constructed to Concrete slabs on grade should be reinforced with at least No. 4 bars spaced 16 inches on centers, both ways. All slab reinforcement should be supported on concrete chairs or brick to ensure the desired placement near mid -depth. The above criteria are recommended to minimize potential distress to floor slabs related to the effects of subgrade soil conditions. The Structural Engineer for the project may need to address other factors that may require modification of the above recommendations. 8.4.2 Moisture Barrier The floor slab shall be underlain by a 4-inch thick layer of granular material. A minimum 10-mil synthetic sheet should be placed below the floor slab to serve as a vapor retarder where required to protect moisture sensitive floor coverings and to minimize moisture passing through the floor slab. 8.5 Site Grading A preconstruction conference shall be held at the site prior to the beginning of grading operations with the owner, contractor, civil engineer, and soil engineer in attendance. Special soil handling requirements can be discussed at that time. Earthwork shall be observed, and compacted fill tested by a representative of Pacific Geotech who shall also inspect and approve all excavations. Any questionable material encountered during grading should be brought immediately to the attention of Pacific Geotech. PACIFIC GEOTECH, INC. Project No.: 2157-S 1433 Cypress Ave, Santa Ana Grading shall commence with the removal of all existing vegetation and exi from the area to be graded. Wood, roots, asphalt, concrete and other debris sha CITY OF SANTA ANA Planrpggend Building Agency 7 Approved ncF6RpRMWISSUANCE be exported from the site and shall not be mixed with the fill soils. All existing underground improv runts ���nned for aste removal shall be completely excavated and the resulting depressions shall be pr p kW: backfilled in accordance with the procedures described herein. During the rainy season between November 1 and April 15, excavated areas shall be protected from rainwater. Temporary provisions should be made to adequately direct surface runoff to the street. 8.5.1 Fill Placement All new fill shall be brought to near optimum moisture, placed in layers not exceeding 8 inches thick, and compacted to at least 90 percent of the maximum laboratory density. Compaction characteristics of all fill soils shall be determined by ASTM D-1557 standard. The field density and degree of compaction shall be determined by ASTM D-1556, or by other ASTM standard methods that are acceptable to the governing public agency. Field density tests should be taken at every two vertical feet or for every 500 cubic yards of fill placed, whichever is more restrictive. 8.6 Drainage Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2 percent away from the building. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, 2-percent swales shall be provided to divert water away from the foundations. It is important that drainage patterns established at the time of fine -grading are maintained throughout the life of the structures. Property owners should be aware that improperly designed and maintained irrigation systems for landscaping may cause distress to the foundation system and cracking of concrete slabs. Where slabs or pavement are not feasible adjacent to the buildings, the ground surface should be provided with a minimum gradient of 5 percent away from the structures. PACIFIC GEOTECH, INC. Project No.: 2157-S 1433 Cypress Ave, Santa Ana 9.7 Trench Eackfill Utility trenches shall be compacted to a minimum of 90 percent of the maxi determined by ASTM D-1557 standard density. Density testing, along with performed by a Pacific Geotech representative, to verify proper compaction. CITY OF SANTA ANA Planr(%eogC3-uilding Agency Approved FOR PERMIT ISSUANCE dry density as ster ID: ng, should be If utility contractors indicate that it is undesirable to use compaction equipment in proximity to a buried conduit, we recommend using a light weight mechanical equipment or covering the conduit with clean granular material prior to initiating mechanical compaction procedures. Where utility trenches are proposed parallel to building footings (interior and/or exterior trenches), the bottom of the trench should not extend below a 1 horizontal to 1 vertical plane projection downward from the outside bottom edge of the adjacent footing. Where this condition occurs, the adjacent footing should be deepened. 9. GEOTECHNICAL INSPECTION This report presents recommendations based on the assumption that the subsurface conditions do not deviate appreciably from those found during our current site exploration. The possibility of different localized soil conditions cannot be discounted. It is the responsibility of the owner or his representative to bring any deviations or unexpected conditions observed during construction to the attention of Pacific Geotech. This way any required supplemental recommendations can be made with a minimum of delay to the project. Construction should be observed and/or tested at the following stages by Pacific Geotech. • Shoring excavations • Grading and compaction • All footing excavations before placement of steel • Trench backfills • When any unusual conditions are encountered If any of these inspections to verify site geotechnical conditions are not performed by Pacific Geotech, liability for the safety and stability of the project is limited only to the actual portions of the project approved by Pacific Geotech. PACIFIC GEOTECH, INC. Project No.: 2157-S 1433 Cypress Ave, Santa Ana CITY OF SANTA ANA PlanrolaWn0lB-uilding Agency It is the responsibility of the property owner and the contractor to review the herein, and to inform Pacific Geotech of the starting date of construction, tl conference, and anticipated period during which testing and/or observations by be needed. The report is subject to review by controlling public agencies having jurisdiction. Approved re rip TISSUANCE i pre -construction The following guidelines may be used in preparation of the grading plan and job specifications. 1) All site grading operations should conform to the local building and safety codes and to the rules and regulations of those governmental agencies having jurisdiction over the subject construction. 2) The grading contractor is responsible to notify governmental agencies, as required, and the Soils Engineer prior to initiating grading operations and any time grading is resumed after an interruption. 3) A diligent search for septic tanks, cesspools or underground lines should be performed during grading operations. Any abandoned water or oil wells encountered should be properly capped and treated in accordance with best accepted practices. 4) The on -site soils are suitable for use in compacted fills provided all trash, vegetation and other deleterious materials are removed prior to placement. 5) Where import materials are required for use on site, the Soils Engineer should be notified at least 48 hours in advance of importing in order to sample and test materials from proposed borrow sites. No import materials should be delivered for use on site without prior sampling and testing by the Soils Engineer. 6) All new fill shall consist of approved clean on -site or similar earth material, free of trash or debris, roots, vegetation or other deleterious material and shall be placed in thin horizontal lifts not exceeding 8 inches in loose thickness prior to compaction. Each lift should be watered or dried as needed, thoroughly blended to achieve near optimum moisture conditions then thoroughly compacted by mechanical methods. PACIFIC GEOTECH, INC. Project No.: 2157-S 1433 Cypress Ave, Santa Ana CITY OF SANTA ANA Planr0gWn02Ruilding Agency 7) 8) 9) No rock over 3 inches in greatest dimension shall be used in fill unless by the Soils Engineer. No fill materials should be placed, spread or rolled during unfavorable Approved [ RYPOISSUANCE Master ID: raWer conditions. When work is interrupted by heavy rains, fill operations should not be resumed until the field tests by the Soils Engineer indicate that the moisture content and density of the fill are as previously specified. No jetting or water tamping of fill soils shall be permitted. 10) Unless otherwise specified, all other fills and backfills should be compacted to at least 90 percent of maximum laboratory density. 11) The compaction characteristics of all fill soils shall be determined by ASTM D-1557 standard. The field density and degree of compaction shall be determined by ASTM D- 1556, or by other ASTM standard methods that are acceptable to the governing public agency. Field density tests should be taken at every two vertical feet or for every 500 cubic yards of fill placed, whichever is more restrictive. 12) Observation and testing of all compaction shall be under the direction of the Soils Engineer. The Soils Engineer shall advise the owner and grading contractor immediately if any unsatisfactory soils related conditions exist and shall have the authority to reject the compacted fill ground until such time as corrective measures necessary are taken to comply with the specifications. 13) The Soils Engineer should be notified at least 2 days in advance of the start of grading. A joint meeting between a representative of the client, the contractor, and the Soils Engineer is recommended prior to grading to discuss specific procedures and scheduling. PACIFIC GEOTECH, INC. C Y P _..R__ E S..._ S A V: -E CITY OF SANTA ANA Planning and Bui in gency N Approved FOR PERMIT I SUA CE LU Master ID: L Date: O F- J 0 Z R 0 m 08 O � N W W � J Q U U) CITY OF SANTA ANA trig M1 mil Agency • ❑• 0 M© Approve FOR PERMIT ISS ANCE Master ID: Date: 0 0 10 20 30 .40 50 (NI) 60 Chart for Determination of Volumetric Strain From Blow Count and Cyclic Stress Ratio (Tokimatsu and Seed, 1987), PROJECT LOCATION: 1433 Cypress Ave I PROJECT No,: 2157-S I PLATE 4 Santa Ana, California PACIFIC GEOTECH, INC CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: LABORATORY TEST CITY OF SANTA ANA UNIFIED IL CLASSI-FICATION SYSTEM g Agency MAJOR DIVISIONS COARSE (More than 50% of material is LARGER than No. 200 sieve size) FINE GRAINED SOILS (More than 50% of material is SMALLER than No, 200 sieve size) GRAVELS (More than 50% of coarse fraction is LARGER than the No. 4 sieve size) SANDS (More than 50 % of coarse fraction is SMALLER than the No. 4 sieve size) Approve FOR PERMIT ISS ANCE GROUP SYMBOLS TYPIC �",t���,,A,�F `IVIaWFE): ;O;or' b °' Well -graded graveiso g�ravc�tond CLEAN 'b : GW O•':o mixtures, little or no f nes. GRAVELS (Little.or no fines) :;••t;; Poorly -graded gravels or gravel -sand •��.t;; GP mixtures, little or no fines. GRAVELS GM Silty grovels, gravel -sand -silt mixtures. WITH FINES ' •_, (Appreciable amt, of fines) GC Clayey grovels, gravel -sand -clay mixtures. CLEAN SANDS (Little or no fines) SANDS WITH FINES (Appretioble amt, of fines) SILTS AND CLAYS (Liquid limit LESS than 50) SILTS AND CLAYS (Liquid limit GREATER than 501 SW Well -graded sands or gravelly sands, little or no fines. SP Poorly -graded sands or gravelly sands, little or no fines. SM I Silty sands, sand -slit mixtures. SC I Clayey sands, sond-cloy mixtures. Inorganic silts and very fine sands, rock ML flour, silty or clayey fine sands or clayey silts with slight plasticity. Inorganic clays of low to medium plasticity, CL gravelly clays, sandy clays, silty clays, lean clays. OL Organic silts and organic silt -clays of low plasticity. MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. CH I Inorganic -clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity, organic silts. HIGHLY ORGANIC SOILS Pt I Peat and other highly organic soils, BOUNDARY CLASSIFICATIONS: Soils possessing characteristics of two groups are designated by combinations of group symbols. Reference: The Unified Soil Classification System, Corps of Engineers, U.S. Army Technical Memorandum No. 3-357, Vol. 1, March, 1953 (Revised April, 1960) PROJECT LOCATION: 1433 Cypress Ave I PROJECT No.: 2157-S ( PLATE A Santa Ana, California PACIFIC GEOTECH, INC CITY OF SANTA ANA Agency pp�� 'pr ve B® IFRR ERMI ISS ANCE Sample Type DateDrilled: 7/26/24 R: Ring Sample Drilling Equip m�4* 6tem Auger S: SPT Sample Driving d:te 0 Ibs vd B: Bulk Sample Ground Surface Elevation: Sample r �, Li cV o U ° � _ E �• d ® ++ � e N Description of Material o y y E 3 ~ =❑ _ 0 cn v N O ® /n m p g o 2 r j U 4" Concrete over 6" Aggregate Base FILL SAND; fine to coarse, silty, ravel brown compact moist R 13 17.6 105.9 CL ALLUVIUM CLAY; silty dark stiff brown 5 R 15 19.9 104.5 grayish brown 10 R ( 11 ( 23.7 193.3 I I I bdark rown 15 S I 112 0 ( 21.5 ! 101.1 1 I I I I water 20 S I 9 124.9 198.3 25 S ( 23 15 112.3 1113.8 I SIPI SAND; fine, slightly silty to clean I brown I dense 30R I 18 16 119.6 1108.3 I CL I CLAY; silty I I stiff 35 S I 10 ( 18.9 1108.2 40 1 R 1 36 1 18.3 1 111.51 SP I SAND; fine, slightly silty to clean PROJECT LOCATION: 1433 Cypress Ave I PROJECT No.: 2157-S ( PLATE A-1/1 Santa Ana, California PACIFIC GEOTECH, INC CITY OF SANTA ANA Agency Sample Type R: Ring Sample (Undisturbed) S: SPT Sample B: Bulk Sample Sample t d o of o a r �Td °a N U +°. 6 i 0 E fq ~ 3 ® O C �� N m a C 45 1 S I 233 0 121.1 1 107.6I CL 50 S 1 34 28 1 26.1 ! 96.8 Ground Surface Elevation: Description of Material ; fine, slightly silty to clean ; silty End of Boring @ 51 feet No Groundwater B® WReQpRMN ISS ANCE I�� (cont'd) Date Drilled: 7126/24 Drilling Equip El%aHWwlbem Auger Driving W igL4)6�60 lbs A ea G ® N w U U brown dense i wet stiff I PROJECT LOCATION: 1433 Cypress Ave I PROJECT No.: 2157-S I PLATE A-1/2 I Santa Ana, California PACIFIC GEOTECH, INC 111 VII►: '; CITY OF SANTA ANA g Agency Sample Type R: Ring Sample S: SPT Sample B: Bulk Sample LL Sample _ U �S 6 o E as r 50 ?a U) m CI R fR 15.3 106.8 5 18.1 107.3 1E Ground Surface Elevation: Description of Material No Groundwater Approve B® FYRWRMI7ISSUANCE DateDrilled: 5/17/24 Drilling Equip pA>b��deger Driving ignki—N/A A u C � O N 7 ++ y O U dark I stiff I mo brown PROJECT LOCATION: 1433 Cypress Ave PROJECT No.: 2157-S PLATE A-2 Santa Ana, California PACIFIC GEOTECH, INC CITY OF SANTA ANA Planning and Building Agency «t O Peak Strength Ultimate Strength 3.5 1.0 0.5 FOR PERMIT ISSUANCE 0.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Normal Load - kips per square foot Boring Depth USCS Initial Saturated Dry Cohesion Angle of Symbol No. (feet) Symbol Moisture Content Moisture Content Unit Weight (Ibs ./sq.ft.) Friction % of d wt. % of d wt. lbs./cu.ft. (degree) 1 5 CL 19.9 23.4 10.4.5 380 21 Samples were tested under saturated and drained conditions. I PROJECT LOCATION 1433 Cypress Ave I PROJECT No. 2157-S I PLATE A-3 I Santa Ana, California PACIFIC GEOTECH, INC 9. 1 2 3 4 5 8 9 10 11 12 Boring No.: 1 Depth: 10 feet Soil Type: silty CLAY Compressive Stress — kips per square foot 0.2 0.3 0.4 1 2 3 4 5 6 78 10 O Water added to Test Sample CITY OF SANTA ANA anning an ui t Agency Approve FOR PERMIT ISS ANCE Master ID: r:z• 20 PROJECT LOCATION 1433 Cypress Ave PROJECT No. 2157-S PLATE A-4 Santa Ana, California PACIFIC GEOTECH, INC CITY OF SANTA ANA Agency PERCENT COARSER W WEIGHT 0$ o .2 N g n rn o3 jai Approve FOR PERMIT ISS ANCE V) W c U U Z W IV cri Z n ck: QD pp pp pp pp pp g PERCENT FINER BY WEIGHT z a U PROJECT LOCATION: 1433 Cypress Ave I PROJECT No.: 2157-S PLATE A-5 Santa Ana, California PACIFIC GEOTECH, INC CITY OF SANTA ANA Agency Cn J Q Z Q Im KA Iil PERCENT COARSER BY WEIGHT 7 m PERCENT nNER BY WEIGHT Approve FOR PERMIT ISS ANCE 1 a sty 3 L� J � U p IL w IV � Z � ' z z U I PROJECT LOCATION: 1433 Cypress Ave I PROJECT No.: 2157-S I PLATE A-6 I Santa Ana, California PACIFIC GEOTECH, INC CITY OF SANTA ANA Agency PERCENT COARSER 6Y WEIGHT o �•- ....... ............ ■■■■■■. ■■■■■■■■■■■. I .................... ■■■■■■■■■■■■■■■■■■■■ c.� o J N 9 Approve FOR PERMIT ISS ANCE V) CK a � J_ o � v � Z W hJ C-D CZ !IIIIIIIIIIIIIIIIIIM � Z U pp p pp oo p pO 8 PERCENT FINER BY WEIGHT PROJECT LOCATION: 1433 Cypress Ave I PROJECT No.: 2157-S PLATE A-7 Santa Ana, California PACIFIC GEOTECH, INC i b _ 9 l: _,.MU PERCENT COARSER BY WEIGHT 19 T] i m CITY OF SANTA ANA anning 511a g Agency Approve FOR PERMIT ISSUANCE last late: J d N W J Yli 0 U a 4 W IV � Z Of C7 z � g$ " d z d U 0 0p 0 0o $ PERCENT RNER BY WEIGHT I PROJECT LOCATION: 1433 Cypress Ave I PROJECT No.: 2157-S ( PLATE A-8 I Santa Ana, California PACIFIC GEOTECH, INC J Q Z Q W O PERCENT COARSER BY WEIGHT ,^O o N MJ � 1n t0 Q a0 rn O� Ii i 9 p 8 p p g OOi a0 a 8 � V' M N O PERCENT FINER BY WEIGHT `o us CITY OF SANTA ANA arming an ui i Agency Approve FOR PERMIT ISS ANCE S 0 z e i U PROJECT LOCATION: 1433 Cypress Ave I PROJECT No.: 2157-S I PLATE A-9 Santa Ana, California PACIFIC GEOTECH, INC i CITY OF SANTA ANA InnTrig nF11 [77MMIRb Agency PERCENT COARSER 6Y WEIGHT o SO N M tp h 00 T d •iiiiiiiiiiiiiiii�i■� iiiiiii�i■�■■��ll�iii ■■■■■■■■■■■■■■■■■■■■ ■ iiiiii PERCENT nNER BY WEIGHT I Approve FOR PERMIT ISS ANCE last I�+o• a O J_ o M p U w CD � C N GI v [_�PROJECT LOCATION: 1433 Cypress Ave I PROJECT No.: 2157-S ( PLATE A-10 I Santa Ana, California PACIFIC GEOTECH, INC CITY OF SANTA ANA anning anTBUTTURb Agency PERCENT COARSER BY WEIGHT o c4 m m P6 K m oa I I FFF1 I I I I I I I I I I I I I m mommommommmmmmmmmmmm PERCENT FINER BY WEIGHT Approve FOR PERMIT ISSI ANCE last " ate S U O J rn 3 N LLJ ryj o J � c U Z W IV Z C.7 v o d z $ 3 � .0 o U PROJECT LOCATION: 1433 Cypress Ave I PROJECT No.: 2157-S � PLATE A-11 Santa Ana, California PACIFIC GEOTECH, INC -i I PERCENT COARSER BY WEIGHT m PERCENT FINER OY WEIGHT CITY OF SANTA ANA Planning anO Sui in Agency Approve FOR PERMIT ISS ANCE `o J N w a � J_ Y� � g 0 v Z w � N Z S 2 > C •OG a Z N Z U g PROJECT LOCATION: 1433 Cypress Ave I PROJECT No,: 2157-Sj PLATE A-12 Santa Ana, California PACIFIC GEOTECH, INC Width: 311/2" Depth : 7 3/8" Height 11 5/8" Because this item is not stocked in our warehouse, processing, transit times and stock availability will vary. If you need your ite ms by a certain date, please contact us prior to placing your order. Expedited shipping availability may vary. We cannot guarantee that this item can be cancelled off of the order or returned once it is placed. Parker Davis HVAC International WS012GMFl22HLE Specs Quantity Shipping Weight Width Depth Height Voltage Color Features Mounting Style Plug Type Range SEER Speeds Total BTU Type Zones Customer questions about this product What Is the SEER rating on my item? 1/Each 24.03 lb. 31112 Inches 7 3/8 Inches 11 5/8 Inches 208/230 Volts White Energy Star Qualified Made In Ame rica Remote Control Wall Mounted Hardwire 200 -450 Square Feet 23.1 Rating Variable 12 .000 BTU Heat Pump Air Handlers 1 Zone A SEER rating Is a system of measuring your unit's cooling efficiency throughout the year. It stands for Seasonal Energy Efficiency Ratio, and can be found by divid i ng the cooling output in summer months by the energy used in summer months. This lets you know how productive your air conditioner I heat pump system Is. The higher the SEER rating, the lower your monthly energy costs. Consult a technician to determine what SEER rating is optimal for your business type, climate, and region. i Ask your own queatlonl 41. Attention CA Residents: Prop 65 Warning > Made in America This Item was made In the United States of America • Energy Star Qualified This Item has been Energy Star Qual11ied by the US Environmental Protection Agency and the US Department of Energy. making it an energy.efficient product . Hardwired This product must be hordwlred by a profes.s lonal; 1t does not plug lnto a standard wall outlet added convenience, there is a mute function and a TURBO mode for an even faster fan speed . This outdoor condenser has a 21 SEER 2 energy rating and uses R410A refrigerant. This unit requires two compatible 1/4" x 3/8'' line set kits and compatible air handlers , up to 2 units, for operation (both sold separately). It also serves as a replacement for the one that came with your select mini split AC I heat pump system (sold separately). A 208/230V, hardwired. electrical connection is required for operation and should be installed by a professional. Overall Dimensions: Width: 35" Depth : 13 1/2" Height: 26 1/2" Because this item is not stocked in our warehouse , processing, transit times and stock availability will vary. If you need your items by a certain date, please contact us prior to placing your order. Expedited shipping availability may vary. We cannot guarantee that this item can be cancelled off of the order or returned once it is placed. Parker Davis HVAC International YN020GMFl22M2E Specs Ou entity 1/Each Shipping Weight 109 1b. Width 35 Inches Depth 13 1/2 Inches Height 26 1/2 Inches Hertz 60 Hertz Phase 1 Phase Voltage 208/230 Volts Color Gray Features Energy Star Qualified Made in America Multi-Zone Cooling Remote Control HSPF 10.2 -10.6 Rating Mounting Style Outdoor Plug Type Hardwire Range 375 -750 Square Feet Refrigerant Type R-410A SEER 21 -21.5 Rating Speeds Variable Total BTU 18,000 -24.000 BTU Type Conde,,sers Zones 2 Zones Customer questions about this product What Is the SEER rating on my item? A SEER rating Is a system of measuring your unit's cooling efficiency throughout the year. It stands for Seasonal Energy Efficiency Ratio, and can be found by dividing the cooling output in summer months by the energy used in summer months. This lets you know how productiv e your air conditioner I heat pump system Is. The higher the SEER rating, the lower your monthly ene rgy costs. Consult a technician to determine what SEER rating is optimal for your business type, climate. and region . I Ask your own quHtlonl & Attention CA Residents: Prop 65 Warning > -.-.® --- --= e~ = E Ii§~~ TECHNOLOOY INVOICE Bill To: Won Cha 23016 LAKE FOREST DRIVE 145 LAGUNA HILLS , CA 92653 United States Parker Davis HVAC International, Inc . 3250 NW 107th Avenue Phone: (305) 513-4488 Doral, FL 33172, USA Fax: (305) 513-4499 www.pd-hvac.com Email : info@pd-hvac.com COMFORT ECONOMY INNOVATION PIDN. · EeR . . . . ... --. ;:· .. ,., ., ., "· For those who only want the BEST - PEACE OF MIND Invoice Number: 112421612 Invoice Date: Page : ShiP to: Won Cha 318 W 4TH ST Apr 18, 2024 1 SANTA ANA , CA 92701 United States Phone: 7147972008 Cu8tomerlD Customer Order Number Payment Terms 5079528800298 PHONE ORDER Prepaid : S...~ID Shipped Via. S.O. Number Ship Date I Due Data KH -Sales Rep Freight Carrier I 4/18/24 Quantity 118m Description Unit Price Amount 1.00 YN020G MFl22M2E Two Circuit INVERTER H.P . ODU 1,358.00 1,358 .00 2.00 WS012GMFl22HLE-25 ----------------------------------------------------------438.00 876 .00 2.00 WS012GMFl22HLE Wall Mount Split Fan Coil Unit 2 .00 PKW-1/4-1/2-25 Full Install Kit 1/4-1/2-25 CW 1.00 YN020G MFl22M2E Two Circuit INVERTER H.P. ODU 1,358.00 1,358 .00 1.00 PKW-1/4-1/2-16 Full Install Kit 1/4-1/2-16 CW 160 .00 160 .00 Submitted For Settlement jmtvghkc 1.00 SD Sales Discounts 187 .60 -187 .60 Carrier : PRO : 504176337 Subtotal 3,564.40 Tracking#: RLCARRIERS Sales Tax 329 .7 1 Freight Total Invoice Amount 3,894 .11 Payment Entry Code: Payment/Credit Applied TOTAL (US Dollars) 3,894.11