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<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
|