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REVISION(S) <br />2 <br />3 <br />Scale: <br />Date: <br />Project #: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />OW <br />N <br />E <br />R <br />MI <br />D <br />- <br />C <br />I <br />T <br />I <br />E <br />S <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br />R <br />E <br />S <br />E <br />R <br />V <br />E <br />S <br /> <br />I <br />T <br />S <br /> <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br />S <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br />S <br />E <br /> <br />P <br />L <br />A <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />. <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />P <br />E <br />R <br />M <br />I <br />S <br />S <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />N <br />S <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />M <br />. <br />C <br />. <br />E <br />. <br /> <br />I <br />S <br /> <br />R <br />E <br />Q <br />U <br />I <br />R <br />E <br />D <br /> <br />P <br />R <br />I <br />O <br />R <br /> <br />T <br />O <br /> <br />C <br />H <br />A <br />N <br />G <br />I <br />N <br />G <br />, <br /> <br />R <br />E <br />P <br />R <br />O <br />D <br />U <br />C <br />I <br />N <br />G <br />, <br /> <br />C <br />O <br />P <br />Y <br />I <br />N <br />G <br /> <br />I <br />N <br /> <br />A <br />N <br />Y <br /> <br />F <br />O <br />R <br />M <br /> <br />O <br />R <br /> <br />M <br />A <br />N <br />N <br />E <br />R <br /> <br />W <br />H <br />A <br />T <br /> <br />S <br />O <br /> <br />E <br />V <br />E <br />R <br /> <br />O <br />R <br /> <br />A <br />S <br />S <br />I <br />G <br />N <br />I <br />N <br />G <br /> <br />T <br />O <br /> <br />A <br />N <br />Y <br /> <br />T <br />H <br />I <br />R <br />D <br /> <br />P <br />A <br />R <br />T <br />Y <br />. <br /> <br />( <br />r <br />e <br />v <br />1 <br />- <br />1 <br />- <br />1 <br />8 <br />) <br />MI <br />D <br /> <br />C <br />I <br />T <br />I <br />E <br />S <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />RE <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br /> <br /> <br />C <br />O <br />M <br />M <br />E <br />R <br />C <br />I <br />A <br />L <br /> <br /> <br />I <br />N <br />D <br />U <br />S <br />T <br />R <br />I <br />A <br />L <br />97 <br />4 <br />4 <br /> <br />M <br />A <br />P <br />L <br />E <br /> <br />S <br />T <br />. <br /> <br /># <br />1 <br />0 <br />1 <br />BE <br />L <br />L <br />F <br />L <br />O <br />W <br />E <br />R <br />, <br /> <br />C <br />A <br /> <br />9 <br />0 <br />7 <br />0 <br />6 <br />PH <br />: <br /> <br />( <br />5 <br />6 <br />2 <br />) <br /> <br />8 <br />6 <br />6 <br />- <br />3 <br />6 <br />2 <br />5 <br />, <br /> <br />F <br />X <br />: <br /> <br />( <br />5 <br />6 <br />2 <br />) <br /> <br />2 <br />3 <br />2 <br />- <br />4 <br />1 <br />2 <br />1 <br />WW <br />W <br />. <br /> <br />M <br />I <br />D <br />C <br />I <br />T <br />I <br />E <br />S <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />. <br />C <br />O <br />M <br />24-107 <br />MAY 2024 <br />13 <br />1 <br />1 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />DE <br />A <br />N <br /> <br />H <br />A <br />L <br />L <br />(7 <br />1 <br />4 <br />) <br /> <br />8 <br />6 <br />4 <br />- <br />1 <br />6 <br />3 <br />2 <br />13 <br />1 <br />1 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />1 10/14/2024 <br />11/05/2024 <br />N.T.S. <br />TITLE PAGE <br />T1 <br />VICINITY MAPLEGAL DESCRIPTION <br />SHEET INDEX <br />GENERAL NOTES 1311 N Towner St., Santa Ana, CA 92706 <br />PARCEL MAP <br />SCOPE OF WORK <br />ASSESSOR'S ID. NUMBER: 405-301-09 <br />TR #1064 , BLOCK 301 AND LOT #09 <br />EX RESIDENCE: 1 <br />YEAR BUILT: 1949 <br />NUMBER OF STORIES: 1 <br />TYPE OF CONSTRUCTION: V-B <br />(E) M.F.D. SPRINKLERED: NO <br />BUILDING HEIGHT:17'-5" <br />PROJECT SUMMARY <br />DESIGNER / AYMAN IVAN SHMEIT <br />ENGINEER: MID-CITIES ENGINEERING <br />9744 MAPLE ST. #101 <br />BELLFLOWER, CA 90706 <br />TEL: (562) 866-3625 <br />WWW.MIDCITIESENGINEERING.COM <br />OWNER: DEAN HALL <br />ADDRESS: 1311 N TOWNER ST., <br /> SANTA ANA, CA 92706 <br />PHONE: (714) 864-1632 <br />EMAIL: DEAN@CASAREVIVAL.COM <br />CODES <br />1. THE GOVERNING CODES FOR THIS PROJECT ARE: <br />2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA BUILDING CODE <br />2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECH. CODE <br />2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE <br />2022 CALIFORNIA ENERGY CODE <br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE <br />-ALL WORK SHALL CONFORM TO: CITY OF SANTA ANA <br />- ZONING AND DEPARTMENT OF BUILDING AND SAFETY. <br />ZONING:R1 <br />LOT AREA: 7,022 S.F. <br />DIRECTORY <br />OVERALL TOTAL HABITABLE 1,504 S.F. <br />TITLE PAGE <br />EXISTING SITE PLAN <br />EXISTING /DEMOLISHED FLOOR PLAN & ROOF PLAN <br />PROPOSED FLOOR PLAN <br />PROPOSED ELECTRICAL PLAN <br />TI <br />1.0 <br />1.1 <br />2.0 <br />2.1 <br />STRUCTURAL TITLE PAGE <br />FOUNDATION & ROOF FRAMING PLAN <br />STRUCTURAL NOTES <br />STRUCTURAL NOTES <br />S <br />S1 <br />SN1 <br />SN2 <br />1. OBTAIN SEPARATE APPLICATION FOR THE FOLLOWING ITEMS: <br /> a. RETAINING WALLS OR BLOCK FENCE WALLS <br /> b. GRADING WORK <br /> c. SWIMMING POOLS <br /> d. A SEPARATE STRUCTURE <br /> e. SHORING <br /> f. DEMOLITION <br />2. THE PERMIT APPLICATION MUST BE SIGNED BY THE PROPERTY OWNER, OR LICENSED CONTRACTOR, OR AUTHORIZED AGENT <br />AT THE TIME THE PERMIT IS TO BE ISSUED: <br /> a. FOR OWNER-BUILDER PERMITS: OWNER’S SIGNATURE CAN BE VERIFIED WITH OWNER'S DRIVER LICENSE. OWNER’S <br />REPRESENTATIVES MUST PRESENT OWNER’S APPROVAL WITH A NOTARIZED LETTER FROM THE OWNER. <br /> b. FOR CONTRACTOR BUILDING PERMITS: PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE CONTRACTOR SHALL <br />HAVE THE FOLLOWING: <br /> 1) NOTARIZED LETTER OF AUTHORIZATION FOR AGENTS. <br /> 2) CERTIFICATE OF WORKERS COMPENSATION INSURANCE MADE OUT TO THE CONTRACTORS STATE LICENSE <br />BOARD. <br />3) COPY OF CONTRACTORS STATE LICENSE OR POCKET ID. <br />4) COPY OF CITY BUSINESS TAX REGISTRATION CERTIFICATE OR A NEWLY PAID RECEIPT FOR ONE. <br /> EACH SHEET OF THE PLANS SHALL BEAR THE SIGNATURES, REGISTRATION OF AN ARCHITECT OR <br /> ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. THE FINAL SET OF PLANS <br /> MUST BE STAMPED BY ALL CITY AGENCIES <br />3. EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS THE WORK ON THE SITE AUTHORIZED BY SUCH PERMIT IS <br />COMMENCED WITHIN 180 DAYS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED ON THE SITE BY SUCH PERMIT IS <br />SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AFTER THE TIME THE WORK IS COMMENCED. THE BUILDING <br />OFFICIAL IS AUTHORIZED TO GRANT ONE EXTENSION OF TIME FOR PERIOD OF NOT MORE THAN 180 DAYS. THE <br />EXTENSION SHALL BE REQUESTED IN WRITING AND JUSTIFIABLE CAUSE DEMONSTRATED. EXTENSIONS SHALL ONLY BE <br />GRANTED PRIOR TO THE EXPIRATION OF A PERMIT(SECTION 105.5) <br />4. THE CONTRACTOR SHALL ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH <br />CAUSED BY HIS EMPLOYEES OR WORK, AND AT THE COMPLETION OF THE WORK, HE SHALL REMOVE ALL HIS RUBBISH FROM <br />AND ABOUT THE BUILDING AND ALL HIS TOOLS, SCAFFOLDING AND SURPLUS MATERIALS AND SHALL LEAVE HIS WORK <br />BROOM CLEAN OR ITS EQUIVALENT, UNLESS MORE EXACTLY SPECIFIED. IN CASE OF DISPUTE, THE OWNER MAY REMOVE <br />THE RUBBISH AND CHARGE THE COST TO THE CONTRACTOR. <br />5. THESE DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING (E) CONDITIONS, EXISTING ITEMS TO BE REMOVED, INTERFACE <br />BETWEEN EXISTING AND NEW. FURTHER, MANY EXISTING CONDITIONS WERE BASED ON ORIGINAL AND/ OR "AS-BUILT" <br />DRAWINGS GENERATED FROM NONDESTRUCTIVE FIELD SURVEYS. ALTHOUGH THE BASIC INFORMATION IS ACCURATE, <br />ACTUAL SITE CONDITIONS MAY VARY. <br />6. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH <br />INFORMATION FURNISHED BY THE OWNER AND SHALL AT ONCE REPORT TO THE ARCHITECT/ENGINEER ERRORS, <br />INCONSISTENCIES OR OMISSIONS DISCOVERED. THE CONTRACTOR SHALL NOT BE LIABLE TO THE OWNER OR <br />ARCHITECT/ENGINEER FOR DAMAGE RESULTING FROM ERRORS, INCONSISTENCIES OR OMISSIONS IN THE CONTRACT <br />DOCUMENTS UNLESS THE CONTRACTOR RECOGNIZED SUCH ERROR, INCONSISTENCY OR OMISSION AND KNOWINGLY <br />FAILED TO REPORT IT TO THE ARCHITECT/ENGINEER. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY <br />KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT <br />SUCH NOTICE TO THE ARCHITECT/ENGINEER, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH <br />PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. <br />7. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE <br />SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE <br />CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED <br />SHALL BE REPORTED TO THE ARCHITECT/ENGINEER AT ONCE. <br />8. THE CONTRACTOR WARRANTS TO THE OWNER AND ARCHITECT/ENGINEER THAT MATERIALS AND EQUIPMENT <br /> FURNISHED UNDER THE CONTRACT WILL BE OF GOOD QUALITY AND NEW UNLESS OTHERWISE REQUIRED OR PERMITTED BY <br />THE CONTRACT DOCUMENTS, THAT THE WORK WILL BE FREE FROM DEFECTS NOT INHERENT IN THE QUALITY <br />REQUIRED OR PERMITTED, AND THAT THE WORK WILL CONFORM WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. <br />WORK NOT CONFORMING TO THESE REQUIREMENTS, INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND <br />AUTHORIZED, MAY BE CONSIDERED DEFECTIVE. THE CONTRACTOR'S WARRANTY EXCLUDES REMEDY FOR DAMAGE OR <br />DEFECT CAUSED BY ABUSE, MODIFICATIONS NOT EXECUTED BY THE CONTRACTOR, IMPROPER OPERATION, OR <br />NORMAL WEAR AND TEAR UNDER NORMAL USAGE. IF REQUIRED BY THE ARCHITECT, THE CONTRACTOR SHALL FURNISH <br />SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT. <br />9. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT AND NECESSARY ASSISTANTS WHO SHALL BE IN <br />ATTENDANCE AT THE PROJECT SITE DURING PERFORMANCE OF THE WORK. THE SUPERINTENDENT SHALL REPRESENT THE <br />CONTRACTOR, AND COMMUNICATIONS GIVEN TO THE SUPERINTENDENT SHALL BE AS BINDING AS IF GIVEN TO THE <br />CONTRACTOR. IMPORTANT COMMUNICATIONS SHALL BE CONFIRMED IN WRITING. OTHER COMMUNICATIONS SHALL BE <br />SIMILARLY CONFIRMED ON WRITTEN REQUEST IN EACH CASE. <br />10. CONTRACTORS AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING <br /> THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS <br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOTE BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE <br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE DESIGNER HARMLESS FROM ANY AND ALL <br />LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. <br />11. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 1-800-422-4133, 48 HOURS IN ADVANCE OF COMMENCEMENT <br /> OF CONSTRUCTION, FOR EXISTING UTILITY LOCATIONS. ONLY WHEN WORK IS DONE OFF SITE IN THE PUBLIC <br />RIGHT-OF-WAY. <br />12. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT <br />LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5%) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED <br />PERPENDICULAR TO THE FACE OF THE WALL(R401.3) <br />13. SITE MEASUREMENTS OF THE PROPERTY LINE BOUNDARIES ARE AN ASSUMPTION AND ARE PRESENTED AS IS, WITH NO <br />GUARANTEE OF ACCURACY OR COMPLETENESS. INFORMATION USED HERE IS CREATED FROM PUBLIC RECORDS AND EXISTING <br />MAP SOURCES, NOT DIRECTLY FROM FIELD SURVEYS. THE PRECISE LOCATION OF PROPERTY BOUNDARIES MUST BE <br />DETERMINED BY A LAND SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF CALIFORNIA. PRIOR TO ANY COMMENCEMENT <br />OF WORK IT IS THE OWNER(S)/CONTRACTOR RESPONSIBILITY TO VERIFY ALL PROPERTY BOUNDARIES THROUGH THE SERVICES <br />OF A REGISTERED LAND SURVEYOR. <br />14. DRAFTSTOPS SHALL BE INSTALLED WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A <br />FLOOR/CEILING ASSEMBLY, SO THAT THE AREA OF CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET AND IS DIVIDED <br />INTO APPROXIMATELY EQUAL AREAS. DRAFTSTOPPING MATERIAL SHALL BE AS SPECIFIED IN SECTION R302.12. <br />15. FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.11: <br />A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS <br />OF STUDS OR STAGGERED STUDS AT THE CEILING AND FLOOR LEVEL, AND AT MAXIMUM 10-FOOT HORIZONTAL <br />INTERVALS. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS <br />SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT HORIZONTAL FIREBLOCKING IN WALLS <br />CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS <br /> B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT <br />SOFFITS, DROP CEILINGS AND COVE CEILINGS. <br />C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. <br />D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN <br />APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. FOR THE <br />FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19 <br />16. FIREBLOCKING MATERIALS SHALL CONSIST OF ONE OF THE FOLLOWING (R302.11.1) <br />A. 2-INCH NOMINAL LUMBER <br />B. TWO THICKNESSES OF 1-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS. <br />C. ONE THICKNESS OF 23/32INCH WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32 INCH WOOD <br />STRUCTURAL PANELS. <br />D. ONE THICKNESS OF 3/4-INCH PARTICLE BOARD WITH JOINTS BACKED BY 3/4 INCH PARTICLE BOARD, 1/2 INCH <br />GYPSUM BOARD OR 1/4 INCH CEMENT-BASED MILLBOARD. <br />E. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN <br />SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. <br />DEFERRED SUBMITTAL 1311 (S.F.D ) OCCUPANCY: R-3/U <br />- (E) MAIN DWELLING 1,504 S.F. <br />- (E) GARAGE 422 S.F. <br />- (E) BUILDING 216 S.F. <br />TOTAL HABITABLE 1,504 S.F. (GROSS) <br />TOTAL BUILT 2,142 S.F. (GROSS) <br />OVERALL TOTAL BUILT 2,142 S.F. <br />1) REMOVE EX. WALL BETWEEN DINING ROOM <br />AND KITCHEN <br />2) REMOVE EX. CLOSET AND LINEN AND CREATE <br />NEW CLOSET FOR BEDROOM #1 <br />3) PROPOSED NEW KITCHEN CABINETS AND NEW <br />ISLAND <br />4) ADDITION UNDER SEPARATE PERMIT <br />(101119806) <br />2 <br />NOTE: <br />DIGITAL STAMPS AND <br />SIGNATURES <br />1311 N Towner <br />12/12/2024