HomeMy WebLinkAbout3117 S Townsend St - PlanSI
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SHEET NO.
SCALE: 3/32" = 1'
SITE PLAN
SANTA ANA CA 92707
DEMOLITION NOTES
THE CONSTRUCTION SHALL NOT RESTRICT A FIVE (5) FT. 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 CONS-
TRUCTION SHALL NOT BE WITHIN TEN (10) FT. OF ANY POWER LINES WHETHER OR NOT THE LINES ARE
LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDI-
TIONAL EXPENSE.
CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE PRIOR TO DEMOLITION. ANY
DISCREPANCY IN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER.
----1. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THE DESIGNER OF ANY
ERRORS OR OMISSIONS PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS, DIMENSIONS
AND GRADE ELEVATIONS. ANY DISCREPANCIES SHALL BE REPORTED IN WRITING TO THE DESIGNER
PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR'S BID SHALL INCLUDE HIS OWN JOB
SITE OBSERVATIONS AND WILL NOTE ANY INCONSISTENCIES AND CONFLICTS.
3. NO CHANGES SHALL BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE
DESIGNER.
4. OMISSIONS FROM THE PLANS AND SPECIFICATIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE
RESPONSIBILITY OF FURNISHING, MAKING, OR INSTALLING ITEMS REQUIRED BY LAW OR ITEMS THAT
ARE USUALLY FURNISHED, MADE, OR INSTALLED IN A PROJECT WITHIN THE SCOPE AND CHARACTER
INDICATED BY THE PLANS & SPECIFICATIONS.
5. REFERENCES TO ANY DETAIL OR DRAWING DOES NOT LIMIT ITS APPLICATION BUT SHALL BE USED ON
SIMILAR OR TYPICAL CONDITIONS.
6. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION,
UTILITIES, AND OTHER SERVICES NECESSARY TO PROPERLY EXECUTE THE WORK.
7. ALL WORKMANSHIP SHALL COMPLY WITH THE INDUSTRY STANDARDS. THE ABSENCE OF A DETAIL
REFERENCE DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF MEETING THE
ACCEPTABLE STANDARDS.
8. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
WORKER, PEDESTRIAN, BYSTANDERS, ADJACENT PROPERTIES, AND JOB SITE PROPERTIES
PROTECTION SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR. IT IS THE CONTRACTOR'S
SOLE RESPONSIBILITY TO ENSURE AT ALL TIMES THE SAFETY OF THE PEOPLE AND PROPERTY
INVOLVED AND RELATED TO THIS PROJECT.
9. ALL MATERIALS, PARTS, AND EQUIPMENT FURNISHED BY THE CONTRACTOR IN THE WORK SHALL BE
BRAND NEW, FREE FROM ANY DEFECTS, AND THE QUALITY OF WORK SHALL BE IN ACCORDANCE
WITH THE GENERALLY ACCEPTED STANDARDS.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE DRAWINGS PRIOR TO
INSTALLATION OF ANY ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL WORK.
SHOULD THERE BE A CONFLICT OR DISCREPANCY IT SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGNER FOR CLARIFICATION.
11. ANY WORK DONE IN CONFLICT WITH THESE DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR
AT HIS OWN EXPENSE AND AT NO COST TO THE OWNER.
12. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE MEANS AND
METHODS OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE TEMPORARY
BRACINGS, SHORINGS, SCAFFOLDINGS, AND SUPPORTS NECESSARY TO COMPLETE THE BUILDING.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THE SUBCONTRACTORS, TRADES, AND WORKMEN
AND SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR
RUBBISH CAUSED BY THEIR WORK.
14. A TEMPORARY TOILET SHALL BE PROVIDED AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION.
15. PRIOR TO FINAL INSPECTION AND AFTER THE WORK IS COMPLETE, THE CONTRACTOR SHALL
THOROUGHLY CLEAN THE AREA INSIDE AND OUT AND UTILIZE PROFESSIONAL CLEANERS
WHEN NECESSARY.
APPLICABLE CODES
ALL NEW CONSTRUCTION, DEMOLITION, AND SITEWORKS SHALL BE IN ACCORDANCE WITH THE 2022 CBC,
CEC, CMC, CPC, & GREEN BUILDING CODE AND THEIR 2022 S.A. AMENDMENTS
GENERAL NOTES
PROJECT DESCRIPTION
CONSTRUCTION OF THE PROPOSED
REMODELING OF AN EXISTING SINGLE
FAMILY RESIDENCE
PROJECT DATA
LOT AREA: 6005.02 Sq.Ft.
ZONING - A1
BLOCK: NONE
LOT - 1
EXISTING SQUARE FOOTAGE- 2,105.0 Sq.Ft.
SCOPE OF WORK
TO CREATE FULL BATHROOM
PARCEL NUMBER - 412-161-01
FLOOD ZONE - X
TRACT - TR 7645
PROPOSED
3117 S TOWNSEND ST
A0 SITE PLAN
INDEX OF DRAWINGS
A2
NEW FLOOR PLAN
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EXISTING FLOOR PLAN
EXISTING ROOF PLAN
FRAMING
PARKING SPACE 2
TWO STOREY-RESIDENTIAL AREA
OCCUPANCY GROUP - R3,U
CONSTRUCTION TYPE - VB
* 2022 CALIFORNIA BUILDING CODE (CBC)
* 2022 CALIFORNIA RESIDENTIAL (CRC)
* 2022 CALIFORNIA MECHANICAL CODE (CMC)
* 2022 CALIFORNIA ELECTRICAL CODE (CEC)
* 2022 CALIFORNIA PLUMBING CODE (CPC)
* 2022 CALIFORNIA ENERGY CODE
* 2022 CALGREEN CODE
CODE
REMOVE NON BEARING WALL BETWEEN CLOSET AND POWDER ROOM
YUVAL NISSIM-ROZNER
DESIGN
GRESHAM ST
NORTHRIDGE, CA 91325
323-203-9700
17351
* 2022 Santa Ana Municipal Code
(714) 615-1242
OWNER:
Lucy Aburto Castaneda
(909) 263-9904
ENGINEER:
Jasbir Singh, P.E.
SANTA ANA CA 92707
3117 S TOWNSEND ST
CHINO HILLS CA 91709
16194 Eastridge CT
EXISTING FLOOR PLAN
A02
A01
A03
GREEN
GREEN
GREEN
Bldg #101124186
APPROVALS:
PLNG - N. Liu
BLDG - CSG
PUBLIC WORKS - B.
Sarlak
LEGEND
EXISTING WALL
WALL TO BE REMOVE
06 - 01 - 2025
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YUVAL NISSIM-ROZNER
16826 GILMORE ST
LAKE BALBOA, CA 91406
323-203-9700
DESIGN
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SCALE: 1/4" = 1'
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YUVAL NISSIM-ROZNER
16826 GILMORE ST
LAKE BALBOA, CA 91406
323-203-9700
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EXISTING SECOND FLOOR PLAN
SCALE: 1/4" = 1'
06 - 01 - 2025
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REMODEL AREA: 49.30 Sq.Ft.
GFI
NEW FIRST FLOOR PLAN
SCALE: 1/4" = 1'
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YUVAL NISSIM-ROZNER
17351 GRESHAM ST
NORTHRIDGE CA 91325
323-203-9700
DESIGN
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06 - 01 - 2025
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LEGEND
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
EXISTING WALL
NEW WALL
EF EXHAUST FANS Sec. 4.506.1.
Mechanical exhaust fans which exhaust directly from bathtooms shall
be Energy star compliant, ducted to terminate outside the building,
and controlled by areadily accessible humidstat or awhole ventilation system.
SMOKE ALARM shall be interconnected hard-wired with batterybackup and shall be installed in accordance with NFPA 72
CARBON MONOXIDE ALARM shall be interconnected hard-wired with battery backup
battery smoke alarm permitted in existing buildings where no
construction is taking place
smoke alarms shall be tested&maintained in accordance with
manufacturer instructions. smoke alarms shell be replaced
after 10 years from the date of manufactutred marked on the unit
conventional lonization smoke alarms that are solely battery
powered shall be equipped with a 10 year battery and have
a silence feature
battery carbon monoxide alarm is permitted in existing dwelling units
where no construction is taking place
a mechanical ventilation of 50-CFM intermittent or 20-CFM continuous
ventilation are provided
X42
RECESSED LIGHT LED
SINGLE SWITCH
GFI 110V OUTLET 20 AMPGFI
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All receptacle outlets shall be listed tamper-resistant receptacle per CEC
section 406.12(A)
be protected by a listed arc-fault circuit interrupter
All 120-V branch circuits supplying outlets in habitable rooms shall
(AFCI) -per CEC Sect. 210.12(A)
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EXISTING ROOF PLAN
SCALE: 1/4" = 1'
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YUVAL NISSIM-ROZNER
17351 GRESHAM ST
NORTHRIDGE CA 91325
323-203-9700
DESIGN
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06 - 01 - 2025
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YUVAL NISSIM-ROZNER
17351 GRESHAM ST
NORTHRIDGE CA 91325
323-203-9700
DESIGN
A5
06 - 01 - 2025
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INTERIOR WALL TO (E) SLAB CONNECTION DETAIL
N.T.S.
1
STUD WALL FRAMING10
-
BLOCKING @ MID HEIGHT
MAX
DOUBLE PLATE
HDR (PER PLAN)
4-16d
DOUBLE TRIMMERS
CARRYING FLOOR
ABOVE
2 X SILL
STAGGERED
4'-0"
10-16D NAILS
(N.T.S.)
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8'-0
16 d@ 12" O.C.
PROPOSED FRAMING PLAN
SCALE: 1/4" = 1'
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ENGINEER OF RECORD:
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Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
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02-S1
Footing, Stem Walls, Piers
Stepftg/Retain'g Foundation
Caisson, Piles, Grade Beams
Firm or individual to be responsilbe for the Structural Observation:
STRUCTURAL OBSERVATION PROGRAM
to be the Structural Observer.
DECLARATION BY OWNER
Signature Date
Observer is different from the Architect of Engineer of Record)
I, the Owner of the project, declare that the above listed firm or individual is hired by me to be the
DECLARATION BY ARCHITECT OR ENGINEER OF RECORD
I, the Architect or Engineer of record, declare that the above listed firm or individual is designated by me to
Hillside Special Anchors
Structural Observer.
Name:
conc beam
FOUNDATION
Mat Foundation
Owner:
PROJECT ADDRESS:
Description of Work:
(required if the Structural
FRAME
Masonry Wall Frame
Steel Braced Frame
Steel Moment Frame
STRUCTURAL OBSERVATION
(only checked items are required)
Concrete Moment Frame
Phone:(916) 333-9225
WALL
Others:
Masonry
Concrete
Wood
Others:
Architect:
Calif. Registration:
Steel Deck
Others:
Wood
Concrete
DIAPHRAGM
PERMIT APPL. NO.:
Engineer:
AND DESIGNATION OF THE
STRUCTURAL OBSERVER
Standley
Standley C87675
1.MATERIAL DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR
OTHER SOURCES OF MOISTURE. (9.407.4)
2.ALL STUDS, JOISTS, RAFTERS, AND BLOCKING'S SHALL BE DF-L NO. 2 AS GRADED BY
WWPGR, ALL POSTS AND BEAMS SHALL DF-L N0. 1 OR BETTER AS GRADED BY WWPGR.
UNO.
3.ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE DF-LARCH PRESSURE TREATED.
4.ALL NEW SHEATHING USE FOR BRACING SHALL BE 15/32" CDX, 5-PLY PANEL
CONSTRUCTION WITH SPAN RATING OF 32/16 OR BETTER AS RATED BY AMERICAN
PLYWOOD ASSOC.
5.ANY NAIL IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED
GALVANIZED OR STAINLESS STEEL.
6.BUILDING MATERIAL WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED.
WALL AND FLOORING FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND
FOUND TO BE SATISFACTORY BY BUILDING INSPECTOR. (9.505.3)
1.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING OF WORK.
2.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED
ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES,
PILL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES,
ETC.) OR TO THE LOCATION OF HOOK-UP.
3.THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER
OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE
CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
4.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED
FOR SPRAYED-ON FIREPROOFING AND HIGH LOAD DIAPHRAGMS
5.CONSTRUCTION WASTE WILL BE HANDLED BY CITY OF LOS ANGELES CERTIFIED HAULER
AND SHALL BE REDUCED BY 50% OF ITS OVERALL WASTE.
CALIFORNIA WASTE SERVICES, PERMIT# PER-09-058
621 W. 152ND ST., GARDENA, CA 90247
1.ALL NON-EPOXY GROUT SHALL BE RAPID SET BRAND OR EQUIV. INSTALLED PER THE
MANUFACTURERS SPEC'S, LARR24654.
2.ALL EPOXY TYPE GROUT SHALL BE SIMPSON SET BRAND STRUCTURAL EPOXY OR
EQUIV. INSTALLED PER THE MANUFACTURERS SPECIFICATIONS, LA RR#25279.
3.CLEAN OUT ALL DRILLED BORINGS AND CRACKS PRIOR TO APPLICATION OF GROUT.
DEPUTY INSPECTION REQUIRED AT ALL TIME OF PROCEDURE.
4.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED
FOR HIGH-LIFT GROUTING.
1.ALL STEEL REINFORCEMENT BARS SHALL BE 60,000 PSI YIELD STRENGTH CONFORMING TO ASTM STD
A615, UNLESS NOTED OTHERWISE.
2.ALL STEEL REINFORCEMENT TIES AND STIRRUPS SHALL BE 40,000 PSI YIELD STRENGTH CONFORMING
TO ASTM STD A615, UNLESS NOTED OTHERWISE.
3.ALL STEEL REINFORCEMENT HOOKS SHALL BE PER ACI318 STANDARD HOOKS SCHEDULE.
4.ALL BENDS IN REINFORCEMENT BARS SHALL BE MADE COLD.
5.STEEL REINFORCEMENT SHALL BE FREE OF LOOSE FLAKY RUST, MUD, OIL, AND OTHER COATINGS
WHICH MAY REDUCE BOND STRENGTH.
6.STEEL REINFORCING SHALL BE ACCURATELY PLACED IN CONCRETE FORMS WITH THE APPROPRIATE
CLEAR COVER MAINTAINED.
7.SPLICES IN STEEL REINFORCEMENT FOR SLABS AND RETAINING WALL SHALL BE A MINIMUM OF 40 BAR
DIAMETER OR 24 INCHES WHICH EVER IS LARGER.
8.SHOP WELDING FOR STEEL REINFORCEMENT SHALL BE PERFORMED IN A LADBS LICENSED FABRICATION
SHOP OR CALIFORNIA LICENSED FABRICATION SHOP.
9.FIELD WELDING FOR STEEL REINFORCEMENT SHALL BE PERFORMED BY A LADBS CERTIFIED WELDERS
OR CALIFORNIA LICENSED WELDER. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY
INSPECTOR IS REQUIRED FOR FIELD WELDING.
1.ALL EXISTING FOUNDATIONS & FOOTINGS SHALL BE CLEANED OFF PRIOR TO POURING OF NEW
CONCRETE FOR PROPER BONDING.
2.CEMENT SHALL CONFORM TO THE SPECIFICATION FOR PORTLAND CEMENT ASTM C150.
3.WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS,
ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS, OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO
CONCRETE OR REINFORCEMENT BARS.
4.ALL CONCRETE WORK SHALL BE DONE WITH MINIMUM OF 3000PSI CONCRETE, UNLESS NOTED
OTHERWISE.
5.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR CONCRETE
STRENGTH GREATER THAN 2500 PSI, DRIVEN DEEP FOUNDATION, CAST-IN PLACE DEEP FOUNDATIONS,
ENGINEERING MASONRY, PRE-STRESSED CONCRETE, HIGH LOAD DIAPHRAGMS AND SPECIAL
MOMENT-RESISTING CONCRETE FRAMES.
6.ALL CONCRETE SHALL BE 3,000 PSI IN 28 DAYS & DEPUTY INSPECTION IS REQUIRED, UNLESS NOTED
OTHERWISE.
7.PLACEMENT OF STEEL REINFORCEMENT IN CONCRETE SHALL BE AS FOLLOWED:
A.3 INCHES FROM FACE OF CONCRETE CAST IF IT IS AGAINST AND/OR PERMANENTLY EXPOSED TO
EARTH
B.2 INCHES FROM FACE OF CONCRETE CAST IF IT IS EXPOSED TO EARTH AND/OR WEATHER.
C.1-1/2" INCHES FROM FACE OF CONCRETE CAST IF IT IS NOT EXPOSED TO WEATHER AND/OR IN
CONTACT WITH EARTH.
1.PRE-MOISTEN EXCAVATIONS FOR FOOTING & SLAB PRIOR TO POURING CONCRETE. THE CONSULTING
SOILS ENGINEER SHALL CHECK MOISTURE CONDITIONS.
2.ALL RECOMMENDATIONS OF THE CONSULTING GEOLOGIST MUST BE INCORPORATED INTO THE DESIGN
OR SHOWN AS NOTES ON THE PLANS IF APPLICABLE.
3.IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIRED.
(1802.2.1)
1.THE OWNER SHALL EMPLOY A STATE OF CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER OR
LICENSED ARCHITECT TO PERFORM THE STRUCTURAL OBSERVATION. THE DEPARTMENT OF BUILDING AND
SAFETY (LADBS) RECOMMENDS THE USE OF THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE
STRUCTURAL DESIGNS THAT ARE INDEPENDENT OF THE CONTRACTOR.
2.THE STRUCTURAL OBSERVER SHALL PROVIDE EVIDENCE OF EMPLOYMENT BY THE OWNER OR THE
OWNER'S REPRESENTATIVE. A LETTER FROM THE OWNER, THE OWNER'S REPRESENTATIVE OR A COPY OF
THE AGREEMENT FOR SERVICES SHALL BE SENT TO THE BUILDING INSPECTOR BEFORE THE FIRST SITE
VISIT.
3.THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE AND CALL FOR A MEETING BETWEEN THE
ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL OBSERVER,
CONTRACTOR, AFFECTED SUBCONTRACTORS AND DEPUTY INSPECTORS. THE PURPOSE OF THE MEETING
SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE
VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE
REQUIRED OBSERVATIONS. A RECORD OF THE MEETING SHALL BE INCLUDED IN THE FIRST OBSERVATION
REPORT SUBMITTED TO THE BUILDING INSPECTOR.
4.THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE
WORK THAT ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING
OF THE WORK INVOLVED. AT A MINIMUM, THE LISTED SIGNIFICANT CONSTRUCTION STAGES ON THE
FOLLOWING STRUCTURAL OBSERVATION AND/OR SIGNIFICANT CONSTRUCTION STAGES TABLE REQUIRE A
SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER.
6.THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT OF THE STRUCTURAL OBSERVATION REPORT
FORM IN/FORM.08 (PART 1) FOR EACH SIGNIFICANT STAGE OF CONSTRUCTION OBSERVED. THE ORIGINAL
OF THE STRUCTURAL OBSERVATION REPORT SHALL BE SENT TO THE BUILDING INSPECTOR'S OFFICE AND
SHALL BE SIGNED AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURAL OBSERVER. ONE COPY
OF THE OBSERVATION REPORT SHALL BE ATTACHED TO THE APPROVED PLANS. THE COPY ATTACHED TO
THE PLANS SHALL BE SIGNED AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURAL OBSERVER
OR THEIR DESIGNEE. COPIES OF THE REPORT SHALL ALSO BE GIVEN TO THE OWNER, CONTRACTOR, AND
DEPUTY INSPECTOR. ANY DEFICIENCY NOTED ON THE OBSERVATION REPORT WILL BECOME THE
RESPONSIBILITY OF THE STRUCTURAL ENGINEER OF RECORD TO VERIFY ITS COMPLETION BY HIM (HER),
OR BY A REGISTERED DEPUTY INSPECTOR AT THE DISCRETION OF THE STRUCTURAL OBSERVER.
7.A FINAL OBSERVATION REPORT AND THAT OF THE REGISTERED DEPUTY INSPECTOR MUST BE SUBMITTED
WHICH SHOWS THAT ALL OBSERVED DEFICIENCIES WERE RESOLVED AND STRUCTURAL SYSTEM
GENERALLY CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS. THE DEPARTMENT OF BUILDING
AND SAFETY (LADBS) WILL NOT ACCEPT THE STRUCTURAL WORK WITHOUT THIS FINAL OBSERVATION
REPORT AND THAT OF THE REGISTERED DEPUTY INSPECTOR (WHEN PROVIDED) AND THE CORRECTION OF
SPECIFIC DEFICIENCIES NOTED DURING NORMAL BUILDING INSPECTION.
8.THE STRUCTURAL OBSERVER SHALL PROVIDE THE ORIGINAL STAMPED AND SIGNED STRUCTURAL
OBSERVATION REPORT TO THE CITY'S DEPARTMENT OF BUILDING AND SAFETY INSPECTION OFFICE.
9.WHEN THE OWNER ELECTS TO CHANGE THE STRUCTURAL OBSERVER OF RECORD, THE OWNER SHALL:
A.NOTIFY THE BUILDING INSPECTOR IN WRITING BEFORE THE NEXT INSPECTION BY SUBMITTING
COMPLETED "STRUCTURAL OBSERVATION PROGRAM AND DESIGNATION OF THE STRUCTURAL
OBSERVER" FORM IN/FORM.08 (PART 2)
B.CALL AN ADDITIONAL PRE-CONSTRUCTION MEETING, AND
C.FURNISH THE REPLACEMENT STRUCTURAL OBSERVER WITH A COPY OF ALL PREVIOUS OBSERVATION
REPORTS. THE REPLACEMENT STRUCTURAL OBSERVER SHALL APPROVE THE CORRECTION OF THE
ORIGINAL OBSERVED DEFICIENCIES UNLESS OTHERWISE APPROVED BY PLAN CHECK SUPERVISION.
THE POLICY OF THE DEPARTMENT SHALL BE TO CORRECT ANY PROPERTY NOTED DEFICIENCIES
WITHOUT CONSIDERATION OF THEIR SOURCE.
10.THE ENGINEER OR ARCHITECT OF RECORD SHALL DEVELOP ALL CHANGES RELATING TO THE STRUCTURAL
SYSTEMS. THE BUILDING DEPARTMENT SHALL REVIEW AND APPROVE ALL CHANGES TO THE APPROVED
PLANS AND SPECIFICATIONS.
STRUCTURAL OBSERVATION
CONSTRUCTION STAGE ELEMENTS TO BE OBSERVED
CONCRETE
LUMBER
GROUT
STEEL REINFORCEMENT
EARTHWORK
1.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD
WELDING, HIGH STRENGTH BOLTING AND SPRAYED-ON FIREPROOFING.
2.LADBS LICENSED FABRICATOR IS REQUIRED FOR STRUCTURAL STEEL.
3.ALL WELDING SHALL BE SHOP WELDED BY A CERTIFIED WELDING SHOP, UNLESS NOTED OTHERWISE.
4.SHOP WELDING FOR STRUCTURAL STEEL & LIGHT GAUGE STEEL SHALL BE PERFORMED IN A CERTIFIED
FABRICATOR SHOP OR CALIFORNIA LICENSED FABRICATOR SHOP.
5.FIELD WELDING FOR STRUCTURAL STEEL & LIGHT GAUGE STEEL SHALL BE PERFORMED BY A CERTIFIED
WELDERS OR CALIFORNIA LICENSED WELDER. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED
DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING.
STEEL
CONSTRUCTION
DEAD LOAD:
HORIZONTAL SYSTEMS:
·ROOF CONSTRUCTION 15 PSF.
·CEILING CONSTRUCTION 10 PSF.
·FLOOR CONSTRUCTION 15 PSF.
VERTICAL SYSTEMS:
·LIGHT-FRAME WALL CONSTRUCTION 20 PSF.
·MASONRY WALL CONSTRUCTION 120 PCF.
·CONCRETE WALL CONSTRUCTION 160 PCF.
LIVE LOAD:
ROOF SYSTEMS:
·SLOPE < 4:12 20 PSF.
·SLOPE =/> 4:12 16 PSF.
·ROOF SOLAR 5 PSF
ATTIC SYSTEMS:
·W/O STORAGE SPACE 20 PSF.
·W/ STORAGE SPACE 30 PSF.
FLOOR SYSTEMS:
·BEDROOM AREAS 30 PSF.
·OTHER AREAS 40 PSF
WALLS:
·EXTERIOR WALLS 15 PSF.
·INTERIOR WALLS 10 PSF
DESIGN LOAD DATA
NO CONCRETE TOPPING ASSUMED IN DEAD LOAD
CALCULATIONS. CONTRACTOR TO VERIFY IN FIELD
GREEN NOTES
1.ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES,, CONDUITS, OR OTHER OPENINGS IN THE
BUILDINGS ENVELOPE AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF
RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL
PLATES.
2.FOR ALL NEW EQUIPMENT, AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM
THE ITEMS LISTED IN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE
TIME OF FINAL INSPECTION
3.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED
WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL SARTUP OF THE HEATING, COOLING AND
VENT. EQUIPMENT
4.THE VOC CONTENT VERIFICATION CHECKLIST SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL
INSPECTION APPROVAL. THE MANUFACTURERS SPECIFICATIONS SHOWING VOC CONTENT FOR ALL
APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE
FIELD INSPECTOR FOR VERIFICATION
5.ALL NEW CARPET AND CARPET CUSHIONS INSTALLE DIN THE BUILDING INTERIOR SHALL MEET THE
TESTING PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING
1. CARPET AND RUG INSTITUTES GREEN LABEL PLUS PROGRAM
2. CALIFORNIA DEPT. OF PUBLIC HEALTH'S SPECIFICATIONS
3. NSF/ANSI 140 AT THE GOLD LEVEL
4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE
6.80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF
THE FOLLOWING
1. VOC EMISSION LIMITS DEFINED IN THE CHPS HIGH PERFORMANCE PRODUCTS
DATABASE
2. CERTIFIED UNDER UL GREENGUARD GOLD
3. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE
4. MEET THE CALIFORNIA DEPT. OF PUBLIC HEALTH'S SPECIFICATIONS
7.THE HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI/ACCA
MANUAL J-2004, ANSI/ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIR EQUIPMENT
SELECTED IUN ACCORDANCE WITH ANSI/ACCA 36-S MANUAL S-2004
8.WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL
THE SHOWERHEADS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER
MINUTE AT 80psi, OR THE SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN
OPERATION AT A TIME
9.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN
SECTION 4.303.1
DESCRIPTION
NAILINGSCHEDULE
BLOCKING BETWEEN CEILING JOISTS OR
RAFTERS TO TOP PL.
# AND TYPE SPACING & LOCATION
ROOF
4-8D BOX (21/2″ × 0.113″) OR TOE NAIL
3-8D COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
3-3" × 0.131″ NAILS
TOE NAIL
CEILING JOIST TO TOP PL.
4-8D BOX (21/2″ × 0.113″); ORPER
JOIST, 3-8D COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
3-3″ × 0.131″ NAILS
PER JOIST, TOE NAIL
CEILING JOIST NOT ATTACHED TO
PARALLEL RAFTER, LAPS OVER
PARTITIONS
4-10D BOX (3″ × 0.128″); OR 3-16D
COMMON (31/2″ × 0.162″); OR
4-3″ × 0.131″ NAILS
FACE NAIL
CEILING JOIST ATTACHED TO PARALLEL
RAFTER (HEEL JOINT)TABLE 1, S-1 FACE NAIL
COLLAR TIE TO RAFTER, FACE NAIL OR
11/4″ × 20 GA. RIDGE STRAP TO
RAFTER
4-10D BOX (3″ × 0.128″); OR
3-10D COMMON (3″ × 0.148″); OR
4-3″ × 0.131″ NAILS
FACE NAIL EACH RAFTER
RAFTER OR ROOF TRUSS TO PLATE
3-16D BOX NAILS (31/2″ × 0.135″); OR
3-10D COMMON NAILS (3" × 0.148″); OR
4-10D BOX (3″ × 0.128″); OR
4-3″ × 0.131″ NAILS
2 TOE NAILS ON ONE SIDE AND 1 TOE
NAIL
ON OPPOSITE SIDE OF EACH RAFTER OR
TRUSS
ROOF RAFTERS TO RIDGE,
VALLEY OR HIP RAFTERS OR ROOF
RAFTER
TO MINIMUM 2″ RIDGE BEAM
4-16D (31/2″ × 0.135″); OR 3-10D
COMMON (31/2″ × 0.148″); OR
4-10D BOX (3″ × 0.128″); OR
4-3″ × 0.131″ NAILS
TOE NAIL
3-16D BOX 31/2″ × 0.135″); OR 2-16D
COMMON (31/2″ × 0.162″); OR
3-10D BOX (3″ × 0.128″); OR
3-3″ × 0.131″ NAILS
END NAIL
WALL
DESCRIPTION # AND TYPE SPACING & LOCATION
STUD TO STUD (NOT AT BRACED WALL
PANELS)
16D COMMON (31/2″ × 0.162″)24″ O.C. FACE NAIL
10D BOX (3″ × 0.128″); OR
3″ × 0.131″ NAILS 16″ O.C. FACE NAIL
STUD TO STUD AND ABUTTING STUDS
AT INTERSECTING WALL CORNERS
(AT BRACED WALL PANELS)
16D BOX (31/2″ × 0.135″); OR
3" × 0.131" NAILS
12″ O.C. FACE NAIL
16D COMMON (31/2″ × 0.162″)16″ O.C. FACE NAIL
BUILT-UP HEADER (2″ TO 2″ HEADER
WITH 1/2″ SPACER)
16D COMMON (31/2″ × 0.162″)16″ O.C. EACH EDGE FACE NAIL
16D BOX (31/2″ × 0.135″)12″ O.C. EACH EDGE FACE NAIL
CONTINUOUS HEADER TO STUD
5-8D BOX (21/2″ × 0.113″); OR 4-8D
COMMON (21/2″ × 0.131″); OR
4-10D BOX (3″ × 0.128″)
TOE NAIL
TOP PLATE TO TOP PLATE
16D COMMON (31/2″ × 0.162″)16″ O.C. FACE NAIL
10D BOX (3″ × 0.128″); OR
3″ × 0.131″ NAILS 12″ O.C. FACE NAIL
DOUBLE TOP PLATE SPLICE FOR SDCS
A-D2 WITH SEISMIC BRACED
WALL LINE SPACING < 25'
8-16D COMMON (31/2″ × 0.162″); OR
12-16D BOX (31/2″ × 0.135″); OR
12-10D BOX (3″ × 0.128″); OR
12-3″ × 0.131″ NAILS FACE NAIL ON EACH SIDE OF END JOINT
(MINIMUM 24″ LAP SPLICE LENGTH EACH
SIDE OF END JOINT)DOUBLE TOP PLATE SPLICE SDCS D0, D1,
OR D2; AND BRACED WALL
LINE SPACING ≥25'
12-16D (31/2″ × 0.135″)
BOTTOM PLATE TO JOIST, RIM JOIST,
BAND JOIST OR
BLOCKING (NOT AT BRACED WALL
PANELS)
16D COMMON (31/2″ × 0.162″)16″ O.C. FACE NAIL
16D BOX (31/2″ × 0.135″); OR 12″ O.C. 3″ ×
0.131″ NAILS 12″ O.C. FACE NAIL
BOTTOM PLATE TO JOIST, RIM JOIST,
BAND JOIST OR
BLOCKING (AT BRACED WALL PANEL)
3-16D BOX (31/2″ × 0.135″); OR 2-16D
COMMON (31/2″ × 0.162″); OR4-3″ × 0.131″
NAILS
3 EACH 16″ O.C. FACE NAIL
2 EACH 16″ O.C. FACE NAIL
4 EACH 16″ O.C. FACE NAIL
TOP OR BOTTOM PLATE TO STUD
4-8D BOX (21/2″ × 0.113″); OR 3-16D BOX
(31/2″ × 0.135″); OR
4-8D COMMON (21/2″ × 0.131″); OR
4-10D BOX (3″ × 0.128″); OR
4-3″ × 0.131″ NAILS
TOE NAIL
3-16D BOX (31/2″ × 0.135″); OR 2-16D
COMMON (31/2″ × 0.162″); OR
3-10D BOX (3″ × 0.128″); OR
3-3″ × 0.131″ NAILS
END NAIL
TOP PLATES, LAPS AT CORNERS
AND INTERSECTIONS
3-10D BOX (3″ × 0.128″); OR 2-16D
COMMON (31/2″ × 0.162″); OR
3-3″ × 0.131″ NAILS
FACE NAIL
1″ × 6″ SHEATHING TO EACH BEARING
3-8D BOX (21/2″ × 0.113″); OR 2-8D
COMMON (21/2″ × 0.131″); OR
2-10D BOX (3″ × 0.128″); OR
2 STAPLES, 1″ CROWN, 16 GA., 13/4″
LONG
FACE NAIL
1″ × 8″ AND WIDER SHEATHING TO EACH
BEARING
3-8D BOX (21/2″ × 0.113″); OR3-8D
COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
3 STAPLES, 1″ CROWN, 16 GA., 13/4″
LONG
FACE NAILWIDER THAN 1″ × 8″
4-8D BOX (21/2″ × 0.113″); OR
3-8D COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
4 STAPLES, 1″ CROWN, 16 GA., 13/4″
LONG
JOIST TO SILL, TOP PLATE OR GIRDER
4-8D BOX (21/2″ × 0.113″); OR 3-8D
COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
3-3″ × 0.131″ NAILS
TOE NAIL
RIM JOIST, BAND JOIST OR BLOCKING TO
SILL OR TOP
PLATE (ROOF APPLICATIONS ALSO)
8D BOX (21/2″ × 0.113″)4" O.C. TOE NAIL
8D COMMON (21/2″ × 0.131″); OR 10D BOX
(3″ × 0.128″); OR
3″ × 0.131″ NAILS)
6″ O.C. TOE NAIL
RIM JOIST, BAND JOIST OR BLOCKING TO
SILL OR TOP
PLATE (ROOF APPLICATIONS ALSO)
3-8D BOX (21/2″ × 0.113″); OR 2-8D
COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
2 STAPLES, 1″ CROWN, 16 GA., 13/4″
LONG
FACE NAIL
2″ SUBFLOOR TO JOIST OR GIRDER 3-16D BOX (31/2″ × 0.135″); OR 2-16D
COMMON (31/2″ × 0.162″)BLIND AND FACE NAIL
2″ PLANKS (PLANK & BEAM‒FLOOR &
ROOF)
3-16D BOX (31/2″ × 0.135″); OR 2-16D
COMMON (31/2″ × 0.162″)AT EACH BEARING, FACE NAIL
WALL
BAND OR RIM JOIST TO JOIST
3-16DCOMMON (31/2″ × 0.162″)
4-10 BOX
(3″ × 0.128″), OR
4-3″ × 0.131″ NAILS; OR
4-3″ × 14 GA. STAPLES, 7/16″ CROWN
END NAIL
BUILT-UP GIRDERS AND BEAMS,
2-INCH LUMBER LAYERS
20D COMMON (4″ × 0.192″); OR NAIL EACH LAYER AS FOLLOWS: 32″ O.C.
AT TOP AND BOTTOM AND STAGGERED.
10D BOX (3″ × 0.128″); OR
3″ × 0.131″ NAILS
24″ O.C. FACE NAIL AT TOP AND BOTTOM
STAGGERED ON OPPOSITE SIDES
AND:
2-20D COMMON (4″ × 0.192″); OR 3-10D
BOX (3″ × 0.128″); OR
3-3″ × 0.131″ NAILS
FACE NAIL AT ENDS AND AT EACH
SPLICE
LEDGER STRIP SUPPORTING JOISTS OR
RAFTERS
4-16D BOX (31/2″ × 0.135″); OR 3-16D
COMMON (31/2″ × 0.162″); OR
4-10D BOX (3″ × 0.128″); OR
4-3″ × 0.131″ NAILS
AT EACH JOIST OR RAFTER, FACE NAIL
BRIDGING TO JOIST 2-10D (3″ × 0.128″)EACH END, TOE NAIL
RAFTER SLOPE
3:12
TABLE 1
4:12
5:12
7:12
9:12
12:12
RAFTER SPACING
12
16
24
12
16
24
12
16
24
12
16
24
12
16
24
12
16
24
4
5
7
3
4
5
3
3
4
3
3
3
ROOF SPAN (ft)
(inches)12 20 28 36
REQUIRED # OF 16d COMMON NAILS
3
3
3
3
3
3
6
8
11
5
6
8
4
5
7
4
4
5
3
4
4
3
3
4
8
10
15
6
8
12
5
6
9
4
5
7
4
4
6
3
4
4
10
13
19
8
10
15
6
8
12
5
6
9
5
6
7
3
4
5
(E) FOUNDATION TO REMAIN, TYP.
(E) FOUNDATION TO REMAIN, TYP.
(E) FOUNDATION TO REMAIN, TYP.
(E) CRAWL SPACE
7
--
TYP.
HDU
4
HDU
4
(N) 4" SLAB ON GRADE
W/ #4 BARS @ 16" O.C.
EA. WAY
(E) SLAB TO REMAIN
(PROVIDE MIN. 3 COATS OF CONCRETE
FLOOR MOISTURE RETARDANT
BARRIER (REDGARD WATERPROOFING
MEMBRANE ESR-1413)
(E) FOUNDATION TO REMAIN, TYP.(E) FOUNDATION TO REMAIN, TYP.
1
--
TYP.
1
--
TYP.
1
--
TYP.
2
--
TYP.
3
--
TYP.
4
--
TYP.
5
--
TYP.
6
--
TYP.
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
2
--
TYP.
3
--
TYP.
4
3
1
2
24" LAP TYP.
TOP BARS
4" SLAB PER PLAN, TYP.
12" MIN.
24
"
M
I
N
.
P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR
BOLTS AND 3"x3"x5/16" WASHERS @
6'-0" O.C. W/ 7" MIN. EMB.
STUD WALL PER PLANS
SHEAR PANEL'G. PER
SCHEDULE (WHERE
OCCURS)
8"
MI
N
.
G.I. WEEP SCREED
EXTERIOR FINISH PER
PLANS
EXTERIOR SLAB FOOTING (1-STORY)
NOTE: SEE SCHEARWALL SCHEDULE
FOR A.B. SPACING IN SHEARWALL
#4 BAR @ 16" O.C.E.W, TYP.
10 MIL VISQUINE, (PLASTIC VAPOR
BARRIER)
4" THICK BASE OF 1
2" CLEAN
AGGREGATE2 - #4 BARS T&B
(E) SLAB
12" MIN.
24
"
MI
N
.
(N) STUD WALL PER PLANS
(N) SHEAR PANEL'G. PER
SCHEDULE
2- #4 HORIZ. BARS @ T&B., TYP.
#5 DOWELS @ 16" O.C., W/ 6" MIN
EMB. EPOXY SET WITH SIMPSON
SET-3G EPOXY (4075), SPECIAL
DEPUTY INSP. REQ'D.
G.I. WEEP SCREED
(N) CONC. FTG PER PLANS
P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR
BOLTS AND 3"x3"x5/16" WASHERS @
6'-0" O.C. W/ 7" MIN. EMB.
NOTE: SEE SCHEARWALL SCHEDULE
FOR A.B. SPACING IN SHEARWALL
EXTERIOR SLAB FOOTING (1-STORY)
13
4" MIN.
POST PER PLANS
5
8"Ø SIMPSON
"SSTB16"
12
5 8"
M
I
N
.
14
1 16
"
MA
X
.
17
8"
HOLD DOWN @ NEW SLAB
13
4" MIN.
POST PER PLANS
5
8"Ø ANCHOR BOLT
SET WITH SIMPSON SET-3G
EPOXY (ER-4075) OR EQUIV.,
SPECIAL DEPUTY INSP. REQ'D.
10
"
MI
N
.
HOLD DOWN @ EXISTINGSLAB
SIMPSON HOLD
DOWN PER PLANS
SIMPSON HOLD
DOWN PER PLANS
6DOWEL DETAIL 7
(N) FTG.(E) FTG.
P.T. MUDSILL W/ ANCHOR BOLTS
PER PLAN
S.S.T. "LSTA36" @ (N) AND (E)
SILL PL. CONNECTION
(WHERE OCCURS)
REBAR PER PLANS,
TYP.
24"8"
#4 DOWELS, T&B
EPOXY SET WITH
SIMPSON SET-XP
EPOXY (RR25744),
SPECIAL DEPUTY
INSP. REQ'D.
85
(E) FOOTING TO REMAIN
#4 BAR @ 16" O.C.E.W, TYP.18" LAP TYP.
TOP BARS
#5 DOWELS @ 16" O.C., W/
6" MIN EMB. EPOXY SET
WITH SIMPSON SET-3G
EPOXY (4075), SPECIAL
DEPUTY INSP. REQ'D.
(N) 4" SLAB
18"
12"
2 - #4 BARS @ BOTTOM
3" MIN.
STUD WALL PER PLANS
4" THICK BASE OF 1
2" CLEAN
AGGREGATE
10 MIL VISQUINE, (PLASTIC
VAPOR BARRIER)
SLAB CONNECTION DETAIL
POST PER PLANS
FOUNDATION PER PLANS
13
4" MIN.
10
"
MI
N
.
5
8"Ø ANCHOR BOLT
SET WITH SIMPSON SET- EPOXY
(ER-265) OR EQUIV., SPECIAL
DEPUTY INSP. REQ'D.
HOLD DOWN @ EXISTING FOUNDATION
SIMPSON HOLD
DOWN PER PLANS
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L
D
E
S
I
G
N
CIV
I
L
-
S
T
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U
C
T
U
R
A
L
E
N
G
I
N
E
E
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Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
FO
U
N
D
A
T
I
O
N
P
L
A
N
02-S2
ADU FOUNDATION PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 1/4"=1'-0"
HOLD DOWN LEGEND:
NEW 4X6 POST W/ HDU4 HOLD DOWN
PER DETAIL #1
NEW 4X6 POST W/ HDU4 HOLD DOWN
PER DETAIL #10/SD1
MAIN HOUSE FOUNDATION PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 1/4"=1'-0"
(E) C.J. TO REMAIN
(E
)
C
.
J
.
T
O
R
E
M
A
I
N
(E
)
C
.
J
.
T
O
R
E
M
A
I
N
(N) 4X6 HDR.
(E) HDR.(E) HDR.
(E) HDR.
(E) HDR.
(E) HDR.
(E
)
H
D
R
.
1
L = 5'-3"
2
--
TYP.
1
--
TYP.
(N)2X10 C.J. @ 16"
(N)2X10 C.J. @ 16"
(N) 4X6 HDR.(N) 4X6 HDR.
(N) 4X6 HDR.
(N) 4X6 HDR.
(N
)
4
X
6
H
D
R
.
L = 8'-0"
L = 8'-0"
1L = 8'-0"
1 L = 8'-0"
1
L = 7'-1"
1
L = 3'-9"
3
--
TYP.
2
--
TYP.
3
--
TYP.
3
--
TYP.
3
--
TYP.
1
--
TYP.
1
--
TYP.
(N
)
4
X
6
H
D
R
.
1
1
(N) BEAM
2
--
TYP.
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
4
--
TYP.
4
--
TYP.
4
3
1
2
POST CONNECTION DETAIL
HEADER SCHEDULE
HEADER SEE SCHEDULE
HEADER SCHEDULE
MIN. HEADER SIZEMAX
OPENING
WIDTH BEARING
WALL
NON-BRG.
WALL
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"4 X 14
4 X 12
4 X 10
4 X 6 4 X 4
4 X 6
4 X 8
4 X 10
4 X 12
4 X 8
SEE ARCHITECTURAL PLANS
TOP PLATE A35 UNDER HEADER 4 X 8 OR SMALLER
'EPC' UNDER 4 X 10 OR 4 X 12
'ECC" LARGER U.N.O.
DBL. STUD UNDER HEADER 4 X 8 OR SMALLER
4 X POST UNDER 4 X 10 OR LARGER U.N.O.
SIMPSON "A35" WHEN OPEN'G
WIDTH EXCEEDS 5'-0"
("A35'S" @2 X 6 STUDS)
2 - 16d (3 - 16d @
HDRS. DEEPER THAN 4")
USE 2 - 2 X KING
STUDS AT OPENINGS
WIDER THAN 6' - 0"
2 X BLK'G
16d @ 12" O.C.
STAGGERED TYP.
DBL. FULL HT.STUDS WHEN
OPENING WIDTH EXCEEDS 5' - 0"
SIMPSON "A35" WHEN OPEN'G
WIDTH EXCEEDS 5' - 0"
("A35'S" @ 2 X 6 STUDS)
OPTION 1
OPTION 2
BEAM MEMBER PER PLAN, TYP.
SIMPSON "ECCQ" COLUMN CAP
OR EQUIV., TYP. (AT SLOPING
BEAMS USE CAPS W/ SKEWED
AND/OR SLOPED STRAPS TO
ACCOMODATE CONSTRUCTION).
(N) 4x6 POST
(N) 4X6 POST
BEAM MEMBER PER PLAN, TYP.
SIMPSON "ECCQ" COLUMN CAP
OR EQUIV., TYP. (AT SLOPING
BEAMS USE CAPS W/ SKEWED
AND/OR SLOPED STRAPS TO
ACCOMODATE CONSTRUCTION).
(N) PLYWOOD SHEAR
WALL PER PLAN
(WHERE OCCURS)
SEE TABLE 1, S-1
B.N.
UPLIFT FRAMING CLIP
A35 FRAMIUNG ANCHOR AT
EACH BAY
2-2X TOP PL.
STUD WALL PER PLANS
E.N.
2X SOLID BLKG'
PER PLAN
C.J. PER PLANS
RAFTER PER PLANS
EAVE FRAMING DETAIL
FRAMING @ GABLE ENDS
(N) 15
32" WOOD STRUCTURAL
PANEL W/ 8d @ 6"/6"/12"
PLYWOOD SHEAR WALL PER PLAN
(WHERE OCCURS)
E.N.
RAKE WALL
RAFTERS PER PLANS
E.N.
(N) BARGE
RAFTER
2X BLOCKING
VERGE RAFTER
ROOFING TYP
E.N.
2X BLOCKING
@ 8'-0" O.C.MAX.
C.J.PER PLANS
3-10d NAILS 2X4 @ 4'-0" O.C.
A35 FRAMING ANCHOR PER
SHEARWALL SCHED.
2-2X TOP PLATES
A35 FRAMING ANCHOR PER
SHEARWALL SCHED.
2X RIM JOIST
2X BLOCKING
@ 8'-0" O.C.MAX.
6 75
LINTEL SIZE SCHEDULE
SPANH
UP TO 6'-0"5 1/2"
6'-0" TO 8'-0"7 1/4"
8'-0" TO 10'-0"9 1/4"
LINTEL SIZES GIVEN ARE MINIMUMS LARGER SIZES
SHALL BE USED WHERE CALLED FOR BY PLANS OR
BY SPECIFIC DETAILS
MATCH
STUD
WIDTH
H SE
E
SC
H
E
D
U
L
E
SOLID BUILT-UP
BLOCK @ 24"
O.C. MAXIMUM
WITH 2-16d NAILS
FROM EACH SIDE
A34 TOP AND BOTTOM OF
JAMB AT OPENINGS MORE
THAN 3'-0" IN EXTERIOR
WALLS ONLY
2 X BLOCKING
AT MIDHEIGHT
OR 8'0" MAX.
2 X SILL PLATE W/ " A.B. PER PLANS
HOLD DOWN
AS OCCURS
MIN 3/4" DRYPACK AS
LEVELING BASE UNLESS
BASE IS LEVEL WITHIN
1/8" IN 10'-0"
NOTE: WALL FRAMING OVER FRAMED FLOOR SIMILAR
5' MIN.
9' MAX.DOUBLE STUD JAMB AT
OPENINGS MORE THAN 4'-0"
JACK STUD AT LINTEL
USE DOUBLE JACK STUD
AT OPENINGS MORE THAN
6'-0" U.N.O.
A35 CLIP AT OPENINGS
MORE THAN 3'-0"
AT EXT. WALLS ONLY
SOLID OR BUILT-UP
LINTEL OVER OPENING
DOUBLE TOP PLATE
FOR SPLICE SEE DET. 5
3-16d
MIN
TYPICAL WALL FRAMING DETAIL
DR
A
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2
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1
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SHEET #:
JO
B
A
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94
1
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9
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.
A.
C
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.
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:
ENGINEER OF RECORD:
PR
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J
E
C
T
D
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S
C
R
I
P
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I
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HO
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N
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-
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A
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Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
CE
I
L
I
N
G
F
R
A
M
I
N
G
P
L
A
N
02-S3
ADU CEILING FRAMING PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 1/4"=1'-0"
PLYWOOD SHEAR ANC.
SHEARWALL SCHEDULE
15/32" STRCUT. 1 LTP4 @ 15" O.C.
EDGE NAILING
10d COM. @ 4" O.C.
TAG CAPACITY
NOTES:
1)NAILING IS IN ADDITION TO THE MINIMUM REQUIREMENTS OF C.B.C. - TABLE 2304.9.1
2)HDU4 HOLD DOWN AT EACH END
3)SOLID BLOCK AND NAIL ALL PLYWOOD EDGES
4)PROVIDE 1
2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING
1
510 plf
FIELD NAILING
10d COM. @ 16" O.C.
ANC. BOLT
5
8" @ 32" O.C.*
15/32" STRCUT. 1 LTP4 @ 16" O.C.10d COM. @ 6" O.C.
2
340 plf10d COM. @ 16" O.C.5
8" @ 32" O.C.*
PER MFR.N/A3 4945 lb/ftN/A PER MFR.SSW 24X8
MAIN HOUSE CEILING FRAMING PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 1/4"=1'-0"
(N
)
2
X
1
0
R
I
D
G
E
B
O
A
R
D
(E)
ROOF
(E)
ROOF
(E
)
R
I
D
G
E
B
O
A
R
D
(N) 2X6 R.R. @ 16" O.C.
(N) 2X6 R.R. @ 16" O.C.
(E) R.R. TO REMAIN
(E) R.R. TO REMAIN
1
--
TYP.
2
--
TYP.
1
2
4
3
RIDGE BEAM
PER PLANS
ROOF
RAFTERS
PER PLANS
2-16d EACH SIDE
ROOFING PER PLANS
20 GA.x 1-1/4" STRAP
@ 48" O.C.
(N) COLLAR TIES @ 48" O.C.
4-10d NAILS
RIDGE DETAIL
NEW EXISTING
(N) R.R. PER PLANS
(N) R.R. PER PLANS W/ 2-10d
NAILS @ 8" O.C.
(N) 2X BLKG' @ 48" O.C.
(N) LSTA26 @ 48" O.C.
B.N..
(E) R.R. TO
REMAIN
DIAPHRAGM CONNECTION DETAIL
DR
A
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,
2
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2
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(
1
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1
1
A
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
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.
A.
C
.
C.
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.
DE
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N
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P
:
ENGINEER OF RECORD:
PR
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J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
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RE
M
O
D
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L
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(
N
)
AD
U
SSDSTA
N
D
L
E
Y
S
T
R
U
C
T
U
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A
L
D
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S
I
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N
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-
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U
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A
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I
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E
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Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
02-S4
ADU ROOF FRAMING PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 3/8"=1'-0"
G
R
E
E
N
SHEET NO.
A01
YUVAL NISSIM-ROZNE
DESIGN
GRESHAM ST
NORTHRIDGE, CA 91325
323-203-9700
17351
06 - 01 - 2025
PR
O
P
O
S
E
D
R
E
M
O
D
E
L
I
N
G
31
1
7
S
T
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W
N
S
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N
D
S
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SA
N
T
A
A
N
A
C
A
9
2
7
0
4
G
R
E
E
N
SHEET NO.
A02
YUVAL NISSIM-ROZNE
DESIGN
GRESHAM ST
NORTHRIDGE, CA 91325
323-203-9700
17351
06 - 01 - 2025
PR
O
P
O
S
E
D
R
E
M
O
D
E
L
I
N
G
31
1
7
S
T
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N
S
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N
D
S
T
SA
N
T
A
A
N
A
C
A
9
2
7
0
4
G
R
E
E
N
SHEET NO.
A03
YUVAL NISSIM-ROZNE
DESIGN
GRESHAM ST
NORTHRIDGE, CA 91325
323-203-9700
17351
06 - 01 - 2025
PR
O
P
O
S
E
D
R
E
M
O
D
E
L
I
N
G
31
1
7
S
T
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N
S
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N
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SA
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1
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A
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SHEET #:
JO
B
A
D
D
R
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S
S
:
94
1
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F
A
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:
DR
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RE
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N
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C.
S
.
A.
C
.
C.
S
.
DE
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I
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N
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P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
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S
C
R
I
P
T
I
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HO
M
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(
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AD
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N
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S
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A
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A
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N
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I
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E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
T2
4
-
M
A
I
N
H
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03.A-6
DR
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(
1
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SHEET #:
JO
B
A
D
D
R
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S
S
:
94
1
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M
C
F
A
D
D
E
N
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ENGINEER OF RECORD:
PR
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C
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C
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I
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I
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HO
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A
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Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
T2
4
-
A
D
U
03.A-6.1
\IRF
ORANGE COUNTY FIRE AUTHORIT
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for loll with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applic
Project Information
❑ New Single Family Residence/Duplex ddition/Remodel ❑ ADU
Address; Unit #: City or Unincorporated County Area:
CITY OF SANTA ANA
Planning and Building Agency
)ffRve
FOR PERMIT ISS ANC
('(as�eM
Date:
ZIP:
Scope of Work: '�" b\ j f__ n t V1 \0-t In r\ ►') V\ W a\I \02 �v e.�e v� c1 o Se ii� a V) A 'Q bull
Existing Area to Total Resulting Stories:
Area: be Added: Area;
Yes No
Questionnaire
Area Added in Past 2 Years
(excludin4 this proiect):
OCFA Plan Type if "Yes"
1 •
New — Is this a new single family residence or duplex?
'(PR160) Residential Site
with Water Availability
(PRi Fire Sprinkler
2.
ADU — Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
(PR400-402) Fire Sprinkler
firesprinklers or a house that will have firesprinklers added as part of thisproject?
3.
Addition — Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
(PR400.402) Fire Sprinkler
sprinkler retrofit based on a threshold set by local ordinance?
4.
Distance — Is the most remote portion of the addition, ADU or other detached structure greater than
'(PR160) Residential Site
140-feet from the fire access roadway?
5.
El
Total Area — Will the addition result in a total area of greater than 3,600 square feet (so for non-
'(PR160) Residential Site
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
with Water Availability
enclosed spa es, such as garages, stairs, and detached structures separated by less than 10-feet?
6.
LA
Remodel — Is this a remodel of a sprinklered building with a scope of work that includes adding or
(PR400-402) Fire Sprinkler
removing any interior walls? Note: If "Yes", then project must be evaluated by a C-16 licensed
contractor to determine if a firesprinkler modification is needed.
7.
Detached Structure — Is this a new detached utility or accessory structure (not an ADU), such as a
*(PR160) Residential Site
garage, workshop, game room, pool house, bam, etc., requiring fire sprinklers based on a threshold
(PR400402) Fire Sprinkler
set by local ordinance?
8.
❑
Gate — Is a gate being installed across a driveway or road that is designated as a fire department
(PR180) Gate
access roadway, or a driveway or road that serves more than a single home/duplex?
9.
❑
Methane — Is project located in or less than 100' from a "Division of Oil, Gas, and Geothermal
'(PR160) Residential Site
Resources" (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
'(PR172-174) Methane
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
Test/Midgation Plans
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU's).
10.
❑
Vegetation — Is the property/structure (A) on the perimeter of a community containing, or adjacent to
*(PR125) Fuel ModNkatlon
slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation,
(PR182) Accessory
or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone", as
Structure
defined by the State, or D near an area that could be affected by a wildfire in the open sace.
-kj-rr1 apprwa requlreo oeare tssuarx a or a graoing uuiang permR. w outer prans types may De aeternea suomrttals.
Applicant Certification
1 cer*, under penalty of perjury, under the laws of the State of Califomia, that thgbIlIbInnation above is true:
Print Name:y JV`f J Vll 55 01 h _ Signature:_ Date: 27 1 -1
Phone Number. Emall: J
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 siae may be required.
If all answers are "No" and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are "Yes'
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6108