2022/02/24 Planning Commission Resolution 2022-04 PLANNING COMMISSION RESOLUTION NO. 2022-04
A RESOLUTION OF THE PLANNING COMMISSION OF THE
CITY OF ROHNERT PARK APPROVING A CONDITIONAL USE PERMIT FOR A
LARGE RESIDENTIAL CARE FACILITY (MORE THAN SIX PERSONS) AT
6084 COUNTRY CLUB DRIVE
(APN 143-511-008)
WHEREAS, the applicant, Chris Townsend of Townsend Residential Design, filed
Planning Application No. PLUP21-0007 for a Conditional Use Permit to allow a large residential
care facility (more than six persons) at 6084 Country Club Drive (APN 143-511-008), in
accordance with the City of Rohnert Park Municipal Code;
WHEREAS, Planning Application No. PLUP21-0007 was processed in the time and
manner prescribed by State and local law;
WHEREAS, on February 24, 2022, the Planning Commission reviewed Planning
Application No. PLUP21-0007 during a scheduled and duly noticed public hearing at which time
interested persons had an opportunity to testify either in support of or opposition to the project;
and
WHEREAS, at the February 24, 2022, Planning Commission meeting, upon hearing and
considering all testimony and arguments, if any, of all persons desiring to be heard, the
Commission considered all the facts relating to Planning Application No. PLUP21-0007;
NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF
ROHNERT PARK DOES RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1. That the above recitations are true and correct.
Section 2. Findings. The Planning Commission, in approving Planning Application No.
PLUP21-0007 makes the following findings, as required by Municipal Code section 17.25.014
(finding for conditional use permits), to wit:
A. That the proposed location of the conditional use is consistent with the objectives of the
zoning ordinance and the purpose of the district in which the site is located.
Criteria Satisfied. The expansion of the residential care facility is a use which is intended
for the Low Density Residential District. As stated in Section 17.06.080 (purpose of the
residential zoning districts), the intent of this district is to reserve area for a broad range
of dwelling types and densities, which meet the diverse economic and social needs of
residents consistent with sound standards of public health and safety. The residential care
facility is compatible with other surrounding uses and is the type of residential use
contemplated for the district.
B. That the proposed location of the conditional use and the conditions under which it
would be operated or maintained will not be detrimental to the public health, safety, or
welfare, or materially injurious to properties or improvements in the vicinity, and that the
operation and maintenance of the conditional use will be compatible with the
surrounding uses.
Reso 2022-04
2
Criteria Satisfied. The use is located in a low density residential area of the city on a
minor collector. The minimal parking and traffic it will generate will not be detrimental
to public health, safety, and welfare. Careful site design and consideration will insure that
the use and proposed modifications are compatible with the existing neighborhood. There
are no anticipated conflicts predicted to arise from the operation of a large (more than six
persons) residential care facility in this location.
C. The proposed conditional use will comply with each of the applicable provisions of this
title.
Criteria Satisfied. The proposal has been reviewed for compliance with all applicable
provisions of the Rohnert Park Municipal Code including Section 17.06.030 Low Density
Residential District (a large residential care facility is allowed by Conditional Use
Permit), Section 17.10.020 Development Standards (proposed improvements comply
with all height, area, and setback requirements), and Section 17.16.030 Off Street Parking
Specific Requirements. Three of the seven required parking spaces are provided on the
street, which is appropriate for the neighborhood and minimized the amount of paving
required in the front yard areas.
Section 4. Environmental Clearance. This proposal is categorically exempt from the
requirements of the California Environmental Quality Act (CEQA) as a Class 1, Section 15301
minor addition to an existing structure, and as a Class 3, Section 15303 conversion of a small
structure.
NOW THEREFORE BE IT RESOLVED, that the Planning Commission does hereby
approve Planning Application No. PLUP21-0007 subject to the design package (Attached as
Exhibit A) and the following conditions of approval:
Planning
1. The Conditional Use Permit approval shall expire one year from the Planning
Commission approval date, unless prior to the expiration a building permit is issued and
construction is commenced and diligently pursued toward completion.
2. The Project is approved as shown in Exhibit A and all other submitted plans except as
conditioned or modified below.
3. This facility shall comply with any and all applicable provisions of the Rohnert Park
Municipal Code and those of any state or federal agency.
4. The applicant shall obtain all necessary permits and clearances from the Rohnert Park
Building and Public Safety Departments for any modifications to the interior or exterior
of the building.
Reso 2022-04
3
Building, Engineering, and Public Safety
5. Improvements must be compliant with the 2016 California Fire Code, 2016 California
Building Code, City of Rohnert Park Fire Division Code Ordinance #827 and NFPA 13,
NFPA 72, NFPA 61.
6. Provide water use demand calculations at building permit submittal. Provide a water
lateral meeting City standards and sized appropriately for the fire sprinklers. Approval is
for the Conditional Use Permit only; additional conditions may be added when building
permit is reviewed.
7. Prior to building permit issuance, complete television inspection of sewer lateral.
Replace or repair as needed.
8. Provide a key box at the entry for emergency responders use. A box may be purchased
from the Fire Prevention Division at (707) 584-2641
9. Provide fire extinguishers per Fire Code.
10. Address shall be posted (illuminated and visible from the street) per local ordinance.
11. Fire sprinklers and alarm system shall be deferred submittals.
12. Occupants shall be as prescribed for R-4.
13. Each bedroom shall have an emergency escape window.
BE IT FURTHER RESOLVED that said action shall not be deemed final until the
appeal period has expired and that the appeal period shall be ten (10) working days from the date
of said action. No building permits shall be issued until the appeal period has expired, providing
there are no appeals.
COUNTRY CLUB ADDITION6084 COUNTRY CLUB DRIVEROHNERT PARK, CA 94928APN: 143-511-008APPLICABLE CODESCOMPLY WITH ALL PROVISIONS OF THE CALIFORNIA BUILDING CODE(2019), CALIFORNIA RESIDENTIAL CODE (2019), CALIFORNIA PLUMBINGCODE (2019), CALIFORNIA MECHANICAL CODE (2019), CALIFORNIAELECTRICAL CODE (2019), CALIFORNIA ENERGY EFFICIENCYSTANDARDS CODE (2019), & ALL LOCAL CODES & ORDINANCES.PROJECT LOCATIONN.T.S.NORTHVICINITY MAPABBREVIATIONS@ ATABV. ABOVEAPA AMERICAN PLYWOOD ASSOCIATIONAWN. AWNINGBLW. BELOWC/O CABINETS OVERHEADCSMT. CASEMENTD.F. DOUGLAS FIRDN DOWNDH DOUBLE-HUNG(E) EXISTINGE.G. EXHAUST FANEXT. EXTERIORF.F. FINISHED FLOORF.G. FIBERGLASSFL. FLUORESCENTF.S. FINISHED SURFACEFT. FEETGFI GROUND FAULT CIRCUIT INTERRUPTERMAX. MAXIMUMMIN. MINIMUMM.R. MOISTURE RESISTANT(N) NEWo/ OVERO.C. ON CENTERP.T.D.F. PRESSURE TREATED DOUGLAS FIRPR PAIRR&S ROD & SHELFRDWD. REDWOODSC SOLID CORESH SINGLE-HUNGSL SLIDERSQ. SQUARES.S.D. SEE STRUCTURAL DRAWINGSSTRUCT. STRUCTURALT&G TONGUE & GROOVETEMP. TEMPEREDT.M.A. TO MATCH EXISTINGTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTEDV.I.F. VERIFY IN FIELDV.T.O. VENT TO OUTSIDEW.P. WATERPROOFELECTRICAL NOTES1. ALL NEW SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE 110v WITH BATTERY BACKUP ANDSHALL BE INTERCONNECTED TO EACH OTHER SO THAT ALARM SOUNDS SIMULTANEOUSLY.2. ALL NEW RECEPTACLES, OTHER THAN THOSE PROTECTED BY A GROUND-FAULT CIRCUIT INTERRUPTER,ARE TO BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER.3. ALL NEW LIGHT FIXTURES SHALL BE HIGH-EFFICACY.4. ALL NEW RECEPTACLES ARE TO BE LISTED AS TAMPER RESISTANT.5. NEW BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20 AMP. BRANCHCIRCUIT AND SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER C.E.C. SEC. 210-52(d).6.ALL NEW LIGHT FIXTURES ABOVE TUBS AND SHOWERS SHALL BE MOISTURE RESISTANT.7. WASHER AND DRYER SHALL BE ON SEPARATE 20 AMP CIRCUITS.8. ALL NEW LIGHT FIXTURES IN BATHROOMS AND UTILITY ROOMS SHALL BE HIGH EFFICACY ORCONTROLLED BY A MANUAL-ON OCCUPANT SENSOR. THESE TWO FEATURES MAY BE MIXED ANDMATCHED ON SEPARATE CIRCUITS AND MUST HAVE THEIR OWN SWITCHING.9. NEW PERMANENTLY INSTALLED LIGHT FIXTURES MUST BE HIGH EFFICACY, OR MUST BE CONTROLLEDBY A MANUAL-ON OCCUPANT SENSOR OR A DIMMER. ALL CLOSETS LESS THAN 70 SQUARE FEET MAY BECONTROLLED BY ANY TYPE OF SWITCHING.10. NEW EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THEBUILDING. NEW EXHAUST FANS SHALL BE CONTROLLED BY A HUMIDISTAT (UNLESS FUNCTIONING AS AWHOLE HOUSE EXHAUST FAN) WITH A MANUAL-ON SWITCH. HUMIDITY CONTROLS SHALL BE CAPABLE OFADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF < 50 PRECENT TO A MAXIMUM OF 80 PERCENT.A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. A HUMIDITYCONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BEINTEGRAL. NEW EXHAUST FANS SHALL PROVIDE A MINIMUM EXHAUST RATE OF 50 CUBIC FEET PERMINUTE AND SHALL BE PROVIDED WITH A BACKDRAFT DAMPER. NEW LIGHTING INTEGRAL TO ABATHROOM EXHAUST FAN SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE (2019).PLUMBING NOTES1. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIAPLUMBING CODE (2019), AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1401.1OF THE CALIFORNIA PLUMBING CODE (2019).2. THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH.TANK-TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPAWATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUALFLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHESAND ONE FULL FLUSH.3. SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT80 psi. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPAWATERSENSE SPECIFICATION FOR SHOWERHEADS.4. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALLSHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOTEXCEED 2.0 GALLONS PER MINUTE AT 80 psi, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONESHOWER OUTLET IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED ASHOWERHEAD.5. THE MAXIMUM FLOW RATE OF LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60psi. THE MINIMUM FLOW RATE OF LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS PERMINUTE AT 20 psi.6. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60psi. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW RATE ABOVE THE MAXIMUM RATE, BUTNOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 psi, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF1.8 GALLONS PER MINUTE AT 60 psi. NOTE: WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORSOR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION.7. PROVIDE SHOWERS WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATICOR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE, CONFORMING TO ASSE1016. INSTALLER SHALL ADJUST SUCH VALVES PER MANUFACTURER'S INSTRUCTIONS TO DELIVER AMAXIMUM MIXED WATER SETTING OF 120 DEGREES FAHRENHEIT.8. SHOWER RECEPTORS SHALL BE OF AN APPROVED TYPE AND CONFORM TO C.P.C. 411.5 AND 411.6. IFSHOWER RECEPTOR IS CONSTRUCTED ON-SITE, IT SHALL BE CONSTRUCTED TO CONFORM TO C.P.C.411.8.9. PROVIDE CEMENT BACKER BOARD @ SHOWERS UP 72" MINIMUM ABOVE DRAIN INLET, TYPICAL10. PROVIDE PRESSURE RELIEF VALVE, DRAIN TO OUTSIDE AND VENT TO OUTSIDE AT WATER HEATERS,TYPICAL11. ALL EXISTING PLUMBING FIXTURES THAT DO NOT COMPLY WITH CALIFORNIA CIVIL CODE SECTION 1101.4AND THE 2019 CALIFORNIA GREEN BUILDING CODE SECTION 301.1.1 SHALL BE REPLACED AND MADE TOCOMPLY. A NON-COMPLIANT PLUMBING FIXTURE INCLUDES THE FOLLOWING:11.1. ANY TOILET MANUFACTURED TO USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH11.2. ANY URINAL MANUFACTURED TO USE MORE THAN ONE GALLON OF WATER PER FLUSH11.3. ANY SHOWERHEAD MANUFACTURED TO HAVE A FLOW CAPACITY OF MORE THAN 2.5 GALLONS OFWATER PER MINUTE.11.4. ANY INTERIOR FAUCET THAT EMITS MORE THAN 2.2. GALLONS OF WATER PER MINUTE.GENERAL NOTES1. DO NOT SCALE DRAWINGS2. COMPLY WITH ALL PROVISIONS OF THE CALIFORNIA BUILDING CODE (2019), CALIFORNIA RESIDENTIALCODE (2019), CALIFORNIA PLUMBING CODE (2019), CALIFORNIA MECHANICAL CODE (2019), CALIFORNIAELECTRICAL CODE (2019), CALIFORNIA FIRE CODE (2019), CALIFORNIA GREEN BUILDING STANDARDSCODE (2019) & ALL LOCAL CODES AND ORDINANCES.3. ALL NAILING SHALL COMPLY WITH MINIMUM C.B.C. STANDARDS AS PROVIDED IN C.B.C. TABLE 23-11-B-1"NAILING SCHEDULE", UNLESS OTHERWISE NOTED.4. ALL WINDOWS SHALL BE VINYL FRAME, DUAL GLAZED, & LOW-E. SEE TITLE 24 CALCULATIONS FORADDITIONAL REQUIREMENTS.5. FIREBLOCK AT CEILINGS, FLOORS, FURRED DOWN CEILINGS, SHOWERS, SOFFITS AND AT CONCEALEDDRAFT OPENINGS NOT TO EXCEED 10 FEET MAXIMUM. C.B.C. 7086. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS IN FIELD AND BE RESPONSIBLE FOR THESAME.7. SEE FRAMING PLANS FOR SHEAR WALL INFORMATION AND LOCATION OF POSTS IN WALLS.8. WINDOW AND DOOR HEADER HEIGHTS SHALL BE 6'-8" ABOVE MAIN FINISHED FLOOR, TYPICAL UNLESSOTHERWISE NOTED.9. PROVIDE 1/2" GYPSUM BOARD @ ALL WALLS AND CEILINGS. TAPE ALL JOINTS AND TEXTURE.10. ALL GLASS IN DOORS SHALL BE TEMPERED. ALL GLASS WITHIN 24" OF DOOR OPENINGS SHALL BETEMPERED.11. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOMPLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSINGSUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TOTHE ENFORCING AGENCY.12. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUSCONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR4.408.4 OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE (2019), OR MEET A MORE STRINGENTLOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE.13. AT THE TIME OF FINAL INSPECTION, A BUILDING OPERATION AND MAINTENANCE MANUAL IN THE FORM OFA HARD-COPY MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THEENFORCING AGENCY, SHALL BE PLACED IN THE BUILDING.14. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINALSTARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIRDISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OROTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUSTAND DEBRIS, WHICH MAY ENTER THE SYSTEM.15. ALL INTERIOR FINISH MATERIALS SHALL CONFORM TO THE VOC CONTENT LIMITS OF SECTION 4.504.2 OFTHE CALIFORNIA GREEN BUILDING STANDARDS CODE (2019).16. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCTREQUIREMENTS LISTED IN SECTION 4.504.3 OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE(2019).17. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80 PERCENT OF FLOOR AREA RECEIVINGRESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE REQUIREMENTS LISTED IN SECTION4.504.4 OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE (2019).18. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOODPRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTSFOR FORMALDEHYDE AS SPECIFIED IN ARB's AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17CCR 93120 et seq.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE4.504.5 OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE (2019).19. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL ANDFLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19-PERCENTMOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE PROCEDURESIN SECTION 4.505.3 OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE (2019).20. INSULATION PRODUCTS WHICH ARE VISIBILY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BEREPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET-APPLIEDINSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TOENCLOSURE.21. ALL DEFECTIVE OR DAMAGED FINISHES, MATERIALS, AND FIXTURES IN THE CONSTRUCTION AREA SHALLBE PATCHED AND REPAIRED. REPAIRS AND PATCHING SHALL BE COMPLETED TO MATCH THE EXISTINGOR NEW FINISHES AND MATERIALS. ALL EXTERIOR PATCHING SHALL BE WATER, TERMITE AND RODENTRESISTANT.PROJECT INFORMATIONPROJECT DESCRIPTION: ADDITION TO EXISTING ELDERLY RESIDENTIAL CAREFACILITY.OCCUPANCY: R-4CONSTRUCTION TYPE: V-BNUMBER OF STORIES: 1SPRINKLERED: YESNUMBER OF CLIENTS: 10 AMBULATORYAREA TABULATION:EXISTING LIVING AREA = 2,390 SQUARE FEETADDITION LIVING AREA = 1,062 SQUARE FEETTOTAL PROPOSED LIVING AREA = 3,452 SQUARE FEETPROJECT TEAMPROPERTY OWNER:JANVER HOLLY73A ST. JAMES DRIVESANTA ROSA, CA 95403PH: (707) 541-0700CONTRACTOR:HOLLY & ASSOCIATES, INC.ATTN: JANVER HOLLY73A ST. JAMES DRIVESANTA ROSA, CA 95403PH: (707) 541-0700DESIGNER:TOWNSEND RESIDENTIAL DESIGNATTN: CHRIS TOWNSENDPO BOX 1629HEALDSBURG, CA 95448PH: (707) 235-3155LICENSED PROFESSIONAL: DARRELL JACKSON, ARCHITECT2257 CROWN DRIVEFORTUNA, CA 95540PH: (510) 381-8307TITLE 24 ANALYST:NRG COMPLIANCE, INC.PO BOX 3777SANTA ROSA, CA 95402PH: (707) 237-6957CALGREEN SPECIALIST:SOLDATA ENERGY CONSULTINGATTN: ADAM TURREY2227 CAPRICORN WAY, SUITE 202SANTA ROSA, CA 95407PH: (707) 545-4440DEFERRED SUBMITTALS:- NFPA 13R FIRE SPRINKLER DESIGN & CALCULATIONS BY OTHERS- MANUFACTURED TRUSS DESIGN & CALCULATIONS BY OTHERS- SHOP DRAWINGS FOR FIRE ALARM SYSTEMS SHALL BESUBMITTED FOR REVIEW AND APPROVAL PRIOR TO SYSTEMINSTALLATION, AND SHALL INCLUDE ALL OF THE FOLLOWINGWHERE APPLICABLE:1. LOCATIONS OF ALARM-INITIATING DEVICES2. LOCATIONS OF ALARM NOTIFICATION APPLIANCES, INCLUDINGCANDELA RATINGS FOR VISIBLE ALARM NOTIFICATIONAPPLIANCES.3. DESIGN MINIMUM AUDIBILITY LEVEL FOR OCCUPANTNOTIFICATION.4. LOCATION OF FIRE ALARM CONTROL UNIT, TRANSPONDERSAND NOTIFICATION POWER SUPPLIES.5. ANNUNCIATORS6. POWER CONNECTION.7. BATTERY CALCULATIONS.8. CONDUCTOR TYPE AND SIZES.9. VOLTAGE DROP CALCULATIONS10. MANUFACTURERS' DATA SHEETS INDICATING MODELNUMBERS AND LISTING INFORMATION FOR EQUIPMENT,DEVICES, AND MATERIALS.11. THE INTERFACE OF FIRE SAFETY CONTROL FUNCTIONS.12. CLASSIFICATION OF THE SUPERVISING STATION13. ALL PLANS AND SHOP DRAWINGS SHALL USE THE SYMBOLSIDENTIFIED IN NFPA 170, STANDARD FOR FIRE SAFETY ANDEMERGENCY SYMBOLS.SHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
COVER SHEETA0
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
2 21
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
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----STRUCTURAL ENGINEER: DESIGN EVEREST365 FLOWER LANEMOUNTAIN VIEW, CA 94043PH: (650) 727-1090DRAWING INDEXARCHITECTURALSHEET A0 - COVER SHEETSHEET A1 - SITE PLANSHEET A2 - PROPOSED FLOOR PLANSHEET A3 - FRONT ADDITION PLANSHEET A4 - UTILITY PLANSHEET A5 - EXTERIOR ELEVATIONS & ROOF PLANSHEET A6 - SECTION 'AA'SHEET A7 - SECTION 'BB' & DECK FRAMING PLANSHEET A8 - ARCHITECTURAL DETAILSTITLE 24SHEET T1 - TITLE 24 ENERGY REPORTSHEET T2 - TITLE 24 ENERGY REPORT CONT'D.CALGREENSHEET CG - CALGREEN CHECKLISTSHEET CG - CALGREEN CHECKLIST CONT.STRUCTURALSHEET S1.1- GENERAL NOTESSHEET S1.2- TYPICAL DETAILSSHEET S2.1- FOUNDATION & FLOOR FRAMING PLANSHEET S2.2- ROOF FRAMING PLANSHEET S3.1- STRUCTURAL DETAILSNOTE: ENGINEERED TRUSS DESIGN CALCULATIONS, REVIEWED ANDSTAMPED BY THE ENGINEER OF RECORD, SHALL BE PROVIDED TO THEBUILDING INSPECTOR PRIOR TO INSTALLATION OF THE ROOFTRUSSES.Exhibit A to Resolution
10'-0"
21'-4 1/4"34'-11" (50% BUILDABLE WIDTH)COUNTRY CLUB DRIVEEMILY AVENUE(E) DRIVEWAY(E) DRIVEWAYPROPOSED ADDITIONSHOWN HATCHED(E) GATEEXISTING DECK(E) SIDEWALK(E) SIDEWALK(E) 6'-0" TALL WOODFENCE TO REMAIN(E) 30" TALL WOODPICKET FENCE TOREMAIN, TYPICAL(E) ELDERLYRESIDENTIAL CAREFACILITY5'-8"29'-0"±PROPERTY LINE,TYPICALEXISTING LAWNEXISTING LAWN(E) TREEMODIFIED PRIMARY EGRESSPATH. CONCRETE WALKWAY.MAX SLOPE OF 1:12 & MAX.CROSS-SLOPE OF 2%(E) STREET LIGHT POLESECONDARY EGRESSPATH20'-8"POURED CONCRETERAMP. SLOPE @ 1:12MAXIMUM. PROVIDE#4 @ 18"o.c. EACHWAY MID-DEPTHDN
3R
(N) CONCRETE RAMP.MAX. SLOPE OF 1:12, SEEAA8(N) CONCRETE RAMP.MAX. SLOPE OF 1:12, SEEAA8(N) PORCHPROPOSED ADDITIONSHOWN HATCHEDDECK EXTENSIONF.F. = 0'-0"F.S. = -0'-0 1/4"F.S. = -1'-4"F.S. = -1'-4"F.F. = 0'-0"F.S. = -0'-0 1/4"F.S. = -1'-4"NEW CONCRETEWALKWAY4 TOTAL ON SITEPARKING SPACES3 TOTAL ONSTREET PARKINGSPACESNEW CONCRETEWALKWAYSCALE: 1/8" = 1'-0"SITE PLANNORTHNOTES:1.NO SITE GRADING IS PROPOSED2.REMOVE EXCESS EARTH TO AN APPROVED OFF-SITE AREA.3.FINISHED GRADE SHALL SLOPE AWAY FROM THE BUILDING @ AMINIMUM SLOPE OF 5% FOR A MINIMUM DISTANCE OF 10'-0"MEASURED PERPENDICULAR TO THE EXTERIOR WALL. IFOBSTRUCTIONS PROHIBIT 10'-0" OF SLOPE, PROVIDE 5% SLOPETO AN APPROVED ALTERNATE DRAINAGE METHOD. EXTERIORPAVING, CONCRETE SLABS, OR OTHER IMPERVIOUS SURFACESWITHIN 10'-0" OF THE FOUNDATION SHALL BE SLOPED A MINIMUMOF 2% AWAY FROM THE BUILDING.4.PROVIDE POSITIVE DRAINAGE TO PREVENT PONDING OF WATERAT UNDER FLOOR AREA. USE 3" DIA. SCH. 40 OR SDR 35 DRAINPIPE THROUGH FDN. FOOTING AT LOWEST CORNER W/ 1% MIN.SLOPE DISCHARGING TO APPROPRIATE AREA.5.CONTRACTOR TO CHECK & VERIFY ALL DIMENSIONS AND BERESPONSIBLE FOR SAME.SHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
SITE PLANA1
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
2 22
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
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(E) BEDROOM 510'-3" x 11'-2" CARP.CEIL. HT. = 8'-0"(E) BEDROOM 711'-4" x 11'-2" CARP.CEIL. HT. = 8'-0"(R) DEN14'-9" x 14'-11" CARP.CEIL. HT. = 8'-0"(E) BEDROOM 610'-4" x 15'-9" CARP.CEIL. HT. = 8'-0"(N) DECK24'-4" x 20'-3" WOODW.D.(N) STAFF BED.10'-4" x 11'-0" CARP.CEIL. HT. = 8'-0"(N) BEDROOM 911'-2" x 11'-0" CARP.CEIL. HT. = 8'-0"(N) BEDROOM 1010'-0" x 11'-0" CARP.CEIL. HT. = 8'-0"(N) BEDROOM 1111'-6" x 11'-0" CARP.CEIL. HT. = 8'-0"(N) BA. 45'-0" x 8'-0" VINYLCEIL. HT. = 8'-0"(N) BA. 5VINYL(N) UTILITY5'-9" x 7'-5" VINYLCEIL. HT. = 8'-0"(N) SHOWER5'-0" x 7'-5" VINYLCEIL. HT. = 8'-0"(N) BA. 65'-0" x 7'-5" VINYLCEIL. HT. = 8'-0"(N) STORAGE5'-0" x 7'-5" VINYLCEIL. HT. = 8'-0"AAA5AAA5BB
A6
BB
A6
23'-0" ADDITION
11'-8"11'-4"50'-4 1/2" ADDITION15'-5 1/2"34'-11"24'-4 1/2"22'-8 1/2" ADDITION
RAMP
8R & SR & S
R & S
R & S
WC WCWCL.L.L.C/O11'-10"5'-0"5'-3 1/2"6'-1"5'-7"3'-1"10'-11"86'-0 3/4"5'-4"5'-3 1/2"11'-5"2'-3 1/2"10'-7"5'-3 1/2"
3'-4"12361897713244111211111113341624'-0"7'-4 1/4"
5'-8"5'-8 1/4"
3'-7 1/2"2'-3 1/2"5'-9"
C/O
1110'-6"
DECK EXTENSION
1312(E) DOOR
5R & SCLOSET1R & S55(N) RAMP
SLOPE 1:12
DN
3R
4'-0"
SLOPE 1:12
RAMPSLOPE 1:12LANDING2'-7"LINEN1'-1"13'-0"DA8DA8SIM.SIM.15"15"2'-7"15"15"30" MIN.1'-11"1'-11"2'-6 1/2"19DA8SIM.GA8GA8SIM.SCALE: 1/4" = 1'-0"REAR ADDITION PLANAREA TABULATIONS:EXISTING LIVING AREA = 2,390 SQUARE FEETADDITIONAL LIVING AREA = 1,062 SQUARE FEETTOTAL PROPOSED LIVING AREA = 3,452 SQUARE FEETNORTHSHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
PROPOSED FLOOR PLANA2
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
SHEETS: UPDATE TOTAL
7 18
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
----
----
----KEYNOTESNOTE: NOT ALL KEYNOTES APPLY TO EACH DRAWING1.TILE SHOWER. SHOWER PAN SHALL CONSIST OF TILE OVER THINSET OVER REINFORCED MORTAR BEDWITH WIRE MESH OVER A MINIMUM 40 MIL. WATERPROOF PAN LINER OVER SUBFLOOR. ALL SURFACESINCLUDING THE PAN LINER SHALL SLOPE TO THE DRAIN. SHOWER WALLS SHALL CONSIST OF TILE UP 72"MINIMUM OVER THINSET OVER CEMENT BACKER BOARD OVER 6 MIL. POLY. OR 15# FELT MEMBRANELAPPED OVER SHOWER PAN MEMBRANE. SEE PLAN FOR DIMENSIONS OF SHOWER. GYPSUM WALLBOARD SHALL NOT BE USED AS TILE BACKER BOARD IN SHOWERS.2.NEW WALLS SHOWN SHADED, TYPICAL.3.EXISTING WALL TO REMAIN, TYPICAL.4.EXISTING SLUMP STONE VENEER TO BE REMOVED, TYPICAL.5.EXISTING FAU TO BE REMOVED. EXISTING MECHANICAL CLOSET TO BE CONVERTED TO A STORAGECLOSET.6.WASHER AND DRYER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. VENT DRYER TO OUTDOORS. IFDRYER VENT LENGTH EXCEEDS 14'-0", PROVIDE BOOSTER FAN AND INSTALL PER MANUFACTURER'SRECOMMENDATIONS. DRYER VENT TERMINATION SHALL NOT BE WITHIN 4'-0" OF ANY OPENING INTOBUILDING.7.NEW CONCRETE RAMP (1:12 MAXIMUM SLOPE) WITH CONCRETE CURB WHEEL GUIDE AND PAINTEDSTAINLESS STEEL HANDRAIL, SEE &8.NEW HAMPTON BAY 1-LIGHT OIL-RUBBED BRONZE OUTDOOR LIGHT, TYPICAL AT ALL NEW EXTERIORLIGHTS9.NEW TANKLESS WATER HEATER IN ATTIC TO SERVE ADDITION. INSTALL PER MANUFACTURER'SRECOMMENDATIONS. EXISTING TANKLESS WATER HEATER IN ATTIC TO REMAIN.10.5 PAINTED WOOD SHELVES AT NEW LINEN CABINET11.BASE CABINET WITH COUNTERTOP.12.EXISTING 30" SQUARE ATTIC ACCESS. VERIFY ALL MECHANICAL EQUIPMENT CAN BE REMOVED THROUGHEXISTING ATTIC ACCESS OR ENLARGE ACCESS TO ACCOMMODATE THE EQUIPMENT. VERIFY IN FIELD.13.NEW FORCED AIR UNIT IN ATTIC, SEE14.EXISTING WALL TO BE REMOVEDNOTE:FOR GENERAL, ELECTRICAL & PLUMBING NOTES,SEE SHEET A0DOOR MARKER, SEE 'DOOR SCHEDULE', SHEET A3WINDOW MARKER, SEE 'WINDOW SCHEDULE', SHEET A3KEYNOTE, REFER TO REFERENCE NUMBER IN 'KEYNOTES'###SYMBOL LEGENDFLOOR PLAN NOTES1.CEILING HEIGHTS LISTED ON PLAN ARE HEIGHTS ABOVE MAINFINISHED FLOOR, TYPICAL2.ALL GLASS IN NEW DOORS SHALL BE TEMPERED, TYPICAL.3.ALL NEW WALLS SHALL BE 2x4 AT 16"o.c., TYPICAL UNLESSOTHERWISE NOTED4.ALL DIMENSIONS ARE TO FACE OF STUD OR CENTERLINE OFWINDOW/DOOR, TYPICAL UNLESS OTHERWISE NOTED5.CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS IN FIELDAND BE RESPONSIBLE FOR SAME.WALL LEGENDEXISTING WALLNEW WALLCA8BA8SCALE: 1/4" = 1'-0"FLOOR PLAN KEYAREA TABULATIONS:EXISTING LIVING AREA = VALUE SQUARE FEETGARAGE AREA = VALUE SQUARE FEETNORTHREAR ADDITION PLANSHEET A2FRONT ADDITIONPLAN, SHEET A3DA815.NEW WOOD GUARDRAIL, SEE16.NEW 6x6 WOOD POST, SEE STRUCTURAL DRAWINGS17.NEW CONCRETE STEPS TO GRADE18.EXISTING ELECTRICAL SUBPANEL. IF THE PANEL WAS MANUFACTURED BYFEDERAL PACIFIC OR ZINSCO, IT MUST BE REPLACED. INSTALL NEW PANELPER MANUFACTURER'S RECOMMENDATIONS.19.NEW ELECTRICAL SUBPANEL TO SERVE ADDITION.DA8
WCL.WCL.(E) BEDROOM 314'-2" x 11'-10" CARPETCEIL. HT. = VAULTED(R) LIVING ROOM14'-3" x 20'-3" CARPETCEIL. HT. = VAULTED(E) KITCHEN11'-10" x 17'-4" VINYLCEIL. HT. = 8'-0"(E) DINING ROOM13'-2" x 17'-4" CARP.CEIL. HT. = 8'-0"(E) BEDROOM 110'-0" x 18'-0" CARP.CEIL. HT. = 8'-0"(E) BEDROOM 210'-0" x 10'-0" CARP.CEIL. HT. = 8'-0"(E) BA. 15'-0" x 7'-9" VINYLCEIL. HT. = 8'-6"(E) BA. 310'-4" x 5'-0" VINYLCEIL. HT. = 8'-0"(E) BEDROOM 410'-3" x 11'-6" CARP.CEIL. HT. = 8'-0"WCL.STORAGE
(E) BA. 25'-0" x 7'-9" VINYLCEIL. HT. = 8'-6"R & SR & SR & SR & SR & SR & SC/O
R & SR & S 5446'-0"±
ADDITION 14'-4"±ADDITION65142RAMPSLOPE 1:12(N) PORCH14'-3" x 6'-0" CONC.CEIL. HT. = VAULTED151617SLOPE
@ 2%
6'-0"14'-11"±24'-0"±AS REQUIRED TO MEET GRADE w/ 1:12 SLOPE. V.I.F.4'-0"2'-0"5'-5 1/2"±4'-0"5'-5 1/2"±7FA8DA818HA8SCALE: 1/4" = 1'-0"FRONT ADDITION PLANAREA TABULATIONS:EXISTING LIVING AREA = VALUE SQUARE FEETGARAGE AREA = VALUE SQUARE FEETNORTHSHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
FRONT ADDITION PLANA3
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
SHEETS: UPDATE TOTAL
7 18
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
----
----
----WALL LEGENDEXISTING WALLNEW WALLDOOR SCHEDULEMATERIALREMARKSSIZEHEIGHTWIDTHTYPEQUANTITYMARKTHICK.110HINGED2'-8"6'-8"1-3/8"WOOD21HINGED3'-0"6'-8"1-3/8"WOOD32SLIDING5'-0"6'-8"1-3/8"WOODWINDOW SCHEDULEFRAMEREMARKSTEMPEREDSIZEHEIGHTWIDTHTYPEQUANTITYMARK14SLIDER5'-0"4'-0"VINYLNOEGRESS. SEE NOTE #423SLIDER2'-6"1'-6"VINYLNO31SLIDER2'-0"1'-6"VINYLNO42SINGLE-HUNG2'-6"4'-0"VINYLNOEGRESS. SEE NOTE #4NOTES:1.ALL WINDOWS ARE TO BE LOW-E, DUAL-GLAZED, VINYL FRAME WINDOWS, TYPICAL U.O.N.2.ALL OPERABLE WINDOWS SHALL INCLUDE STANDARD SCREENS.3.HEADER HEIGHTS SHALL BE 6'-8" ABOVE FINISHED FLOOR, TYPICAL U.O.N.4.EGRESS WINDOWS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR HEIGHTSHALL NOT BE LESS THAN 24" AND THE NET CLEAR WIDTH SHALL NOT BE LESS THAN 20". THE SILL HEIGHT SHALL BENO GREATER THAN 44" ABOVE THE FINISHED FLOOR.NOTES:1.SEE PLANS FOR SWING DIRECTION2.ALL GLASS IN DOORS SHALL BE TEMPERED41HINGED2'-8"6'-8"1-3/4"FIBERGLASS51SLIDING4'-0"6'-8"1-3/8"WOOD51SLIDER6'-0"4'-0"VINYLNOKEYNOTESNOTE: NOT ALL KEYNOTES APPLY TO EACH DRAWING1.TILE SHOWER. SHOWER PAN SHALL CONSIST OF TILE OVER THINSET OVER REINFORCED MORTAR BEDWITH WIRE MESH OVER A MINIMUM 40 MIL. WATERPROOF PAN LINER OVER SUBFLOOR. ALL SURFACESINCLUDING THE PAN LINER SHALL SLOPE TO THE DRAIN. SHOWER WALLS SHALL CONSIST OF TILE UP 72"MINIMUM OVER THINSET OVER CEMENT BACKER BOARD OVER 6 MIL. POLY. OR 15# FELT MEMBRANELAPPED OVER SHOWER PAN MEMBRANE. SEE PLAN FOR DIMENSIONS OF SHOWER. GYPSUM WALLBOARD SHALL NOT BE USED AS TILE BACKER BOARD IN SHOWERS.2.NEW WALLS SHOWN SHADED, TYPICAL.3.EXISTING WALL TO REMAIN, TYPICAL.4.EXISTING SLUMP STONE VENEER TO BE REMOVED, TYPICAL.5.EXISTING FAU TO BE REMOVED. EXISTING MECHANICAL CLOSET TO BE CONVERTED TO A STORAGECLOSET.6.WASHER AND DRYER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. VENT DRYER TO OUTDOORS. IFDRYER VENT LENGTH EXCEEDS 14'-0", PROVIDE BOOSTER FAN AND INSTALL PER MANUFACTURER'SRECOMMENDATIONS. DRYER VENT TERMINATION SHALL NOT BE WITHIN 4'-0" OF ANY OPENING INTOBUILDING.7.NEW CONCRETE RAMP (1:12 MAXIMUM SLOPE) WITH CONCRETE CURB WHEEL GUIDE AND PAINTEDSTAINLESS STEEL HANDRAIL, SEE &8.NEW HAMPTON BAY 1-LIGHT OIL-RUBBED BRONZE OUTDOOR LIGHT, TYPICAL AT ALL NEW EXTERIORLIGHTS9.NEW TANKLESS WATER HEATER IN ATTIC TO SERVE ADDITION. INSTALL PER MANUFACTURER'SRECOMMENDATIONS. EXISTING TANKLESS WATER HEATER IN ATTIC TO REMAIN.10.5 PAINTED WOOD SHELVES AT NEW LINEN CABINET11.BASE CABINET WITH COUNTERTOP.12.EXISTING 30" SQUARE ATTIC ACCESS. VERIFY ALL MECHANICAL EQUIPMENT CAN BE REMOVED THROUGHEXISTING ATTIC ACCESS OR ENLARGE ACCESS TO ACCOMMODATE THE EQUIPMENT. VERIFY IN FIELD.13.NEW FORCED AIR UNIT IN ATTIC, SEE14.EXISTING WALL TO BE REMOVEDCA8BA8DA815.NEW WOOD GUARDRAIL, SEE16.NEW 6x6 WOOD POST, SEE STRUCTURAL DRAWINGS17.NEW WOOD-FRAMED STEPS TO GRADE18.EXISTING ELECTRICAL SUBPANEL. IF THE PANEL WAS MANUFACTURED BYFEDERAL PACIFIC OR ZINSCO, IT MUST BE REPLACED. INSTALL NEW PANELPER MANUFACTURER'S RECOMMENDATIONS.EA861HINGED3'-0"6'-8"1-3/4"WOOD
S
CHWCWHWCWCCCWCWCWHWCWHWCWGASHWCWGFIGFISSCSS SSSSSSS HBE.F.V.T.O.E.F.V.T.O.E.F.V.T.O.SWP,GFI3 D3GFIWPSSS
E.F.V.T.O.HB
S
VSVSVSSDSDVSSD
S3 E.F.V.T.O.GFISVSTO (E) HALLWAY LIGHTSE.F.V.T.O.GFIHWCWGFISSVSTHIS EXHAUST FAN TORUN CONTINUOUSLY. SEETITLE 24 REPORT FORREQUIRED EXHAUST RATE(N) TANKLESS W.H.'s INATTIC TO SERVE NEWAND EXISTING AREAS(N) FAU IN ATTIC,SEEBA8(E) ATTIC ACCESSADJACENT TO (N)MECHANICAL EQUIP.TO EXISTINGLIGHTSSCALE: 1/4" = 1'-0"UTILITY PLANNOTE:FOR ELECTRICAL NOTES,SEE SHEET A0FOUR-WAY LIGHT SWITCH4S3STHREE-WAY LIGHT SWITCHLIGHT SWITCH WITH DIMMERDSLIGHT SWITCHSCEILING DUPLEX ELECTRICAL OUTLETDOOR BELL CHIMEDOOR BELLCABLECTELEPHONECARBON MONOXIDE DETECTOR (SEE "ELECTRICAL NOTE" #1, SHEET A0)HIGH-EFFICACY WALL SCONCE LIGHT FIXTUREEXHAUST FAN (SEE "ELECTRICAL NOTE" #10, SHEET A0)SMOKE DETECTOR (SEE "ELECTRICAL NOTE" #1, SHEET A0)DUPLEX ELECTRICAL OUTLETSYMBOL LEGENDHIGH-EFFICACY RECESSED LIGHT FIXTUREHIGH-EFFICACY OVERHEAD LIGHT FIXTUREHIGH-EFFICACY EXTERIOR WALL LIGHT FIXTUREUNDER CABINET LED LIGHT FIXTUREHALF-SWITCHED DUPLEX ELECTRICAL OUTLETSWITCH WITH VACANCY SENSERVSSNORTHSHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
UTILITY PLANA4
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
2 21
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
----
----
----CEILING REGISTER
13124125PITCH,T.M.E.13148608415ADDITION24579MAIN PL.MAIN F.F.24567911ADDITION10125PITCH,T.M.E.2467ADDITION1'-6"O.HTYP.D.S.D.S.D.S.D.S.D.S.D.S.LINE OF ROOF, TYP.LINE OF PERIMETERWALL BELOW, TYP.NEW ROOF AREASSHOWN HATCHED, TYP.125PITCH,T.M.E.NEW COMPOSTITIONSHINGLE ROOFING(CLASS 'A' MIN.) TOMATCH EXISTING, TYP.(E) ROOF AREASSHOWN NOT HATCHED,TYP.D.S.D.S.NEW ROOF AREASSHOWN HATCHED, TYP.SCALE: 1/4" = 1'-0"WEST ELEVATIONSOUTH ELEVATIONSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"EAST ELEVATIONNORTH ELEVATIONSCALE: 1/8" = 1'-0"ROOF PLANSCALE: 1/8" = 1'-0"NORTHSHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
ELEVATIONS & ROOF PLANA5
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
2 21
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
----
----
----1)NEW HORIZONTAL WOOD LAP SIDING TO MATCH EXISTING, TYPICAL2)NEW T1-11 WOOD SIDING TO MATCH EXISTING, TYPICAL U.O.N.3)EXISTING SLUMP STONE VENEER TO BE REMOVED, TYPICAL4)NEW COMPOSITION SHINGLE ROOFING (CLASS 'A' MIN.) TO MATCH EXISTING,TYPICAL5)NEW 7 1/4" FASCIA GUTTERS OVER 2x8 WOOD FASCIA BOARDS w/ 2"x3" G.I.DOWNSPOUTS TO MATCH EXISTING CONNECTED TO EXISTING DRAINAGESYSTEM, TYPICAL6)NEW 2x8 WOOD BARGE BOARDS w/ 1x3 WOOD EDGE TRIM TO MATCHEXISTING, TYP. @ GABLE ENDS7)NEW 1x4 WOOD TRIM @ CORNERS, DOORS, & WINDOWS TO MATCH EXISTING,TYPICAL8)NEW HANDRAIL UP 38" ABOVE FINISHED RAMP SURFACE, SEE9)NEW VINYL FRAME WINDOWS, SEE WINDOW SCHEDULE, SHEET A2 FOR MOREINFORMATION10)NEW FIBERGLASS EGRESS DOOR, SEE DOOR SCHEDULE, SHEET A2 FORMORE INFORMATION11)EXISTING CONCRETE DRIVEWAY, WALKWAYS, PORCH & STEPS, TYP. U.O.N.12)NEW WOOD GUARDRAIL UP 42" ABOVE FINISHED CONCRETE, SEE13)NEW 6x6 WOOD POST, SEE STRUCTURAL DRAWINGS14)NEW CONCRETE STEPS TO GRADE15)PROVIDE ILLUMINATED ADDRESS SIGN. THE NUMBERS SHALL CONTRASTWITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALSOR ALPHABET LETTERS. SIZE AND LOCATION OF NUMBERS SHALL BEAPPROVED BY THE FIRE OFFICIAL.ELEVATION MATERIALSDA8EA81
BEDROOM 11BATH 7BATH 6SHOWERUTILITYHALLSTAFF BEDROOM8'-1"F.F.PLATEPITCH,T.M.E.125R-19 INSULATION @ALL EXPOSEDFLOORS, TYPICALR-13 INSULATION @ALL 2x4 EXTERIORWALLS, TYPICALR-30 INSULATION @ALL CEILINGS, TYP.SLOPE FINISHED GRADEAWAY FROM ADDITION @5% MINIMUM FOR 10'-0"MINIMUM, TYPICAL9 1/2" TJI's @ 16"o.c.,TYPICAL U.O.N.COMP. SHINGLE ROOFING (CLASS'A' MIN.) OVER MIN. 15# FELTUNDERLAYMENT OVERSTRUCTURAL SHEATHING, TYP.18"MIN.SIDING TO MATCHEXISTING OVERTYVEK BUILDINGWRAP, TYPICAL.PROVIDE 1/2" G.W.B. ATALL CEILINGS AND WALLSOF EACH NEW BEDROOM,TYPICALSCALE: 3/8" = 1'-0"SECTION 'AA'SECTION NOTES1.SEE ELEVATIONS FOR SIDING & ROOF MATERIALS.2.SEE FRAMING PLANS FOR FLOOR JOIST & RAFTER INFORMATION.3.SEE FRAMING PLANS FOR ALL SHEATHING INFORMATION.4.ALL STUDS TO BE 2x4 @ 16"o.c, TYPICAL, UNLESS OTHERWISE NOTED.5.SEE DETAIL "1/SD1" FOR FRAMING @ HEADERS. SEE HEADER SCHEDULE SHEET SD1 FOR TYPICAL HEADER SIZE, UNLESS OTHERWISE NOTED.6.SILL PLATES SHALL BE 2x TYPICAL, UNLESS OTHERWISE NOTED.7.SOLE PLATES SHALL BE 2x TYPICAL, UNLESS OTHERWISE NOTED.8.TOP PLATES SHALL BE DOUBLE TOP PLATES w/ 48" MINIMUM LAP @ SPLICES, TYPICAL, UNLESS OTHERWISE NOTED.9.ROOF IS TO BE FRAMED WITH MANUFACTURED TRUSSES @ 24"o.c., TYPICAL, UNLESS OTHERWISE NOTED.10.FINISHED GRADE TO SLOPE AWAY FROM ADDITION AT 5% FOR 10'-0" MINIMUM, TYPICAL.NOTE:FOR ALL ARCHITECTURAL NOTES,SEE SHEET ##FOUNDATION VENTILATION SCHEDULE:UNDER FLOOR AREA = 976.0 SQ. FT. / 150 = 6.50 SQUARE FEET(7) 6" x 14" VENTS SHALL BE PROVIDED @ 0.58 SQ. FT. PER VENT = 4.06 SQUARE FEETNOTES:1.VENTS SHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH WITHOPENINGS NOT EXCEEDING 1/4".ATTIC VENTILATION SCHEDULEATTIC AREA @ LIVING ROOM: 976.0 SQ. FT x 1/300= 3.25 SQ. FT.32, BLOCKS w/ 3 - 2" DIA. SCREENED VENTS @ .052 SQ. FT. PER BLOCK= 1.67 SQ. FT.1, 12"x18" G.I. LOUVERED ATTIC VENT @ 1.5 SQ. FT. PER VENT= 1.5 SQ. FT.37.5 LINEAR FEET OF "COR-A-VENT" V-300 RIDGE & HIP VENT @ .094 SQ. FT. PER L.F.= 3.34 SQ. FT.TOTAL VENTILATION PROVIDED:= 9.76 SQ. FT.NOTES:1. PROVIDE VENTILATION THROUGH SHEATHING @ CALIFORNIA FRAMED AREAS2. SEE ATTACHED CUT SHEETS FOR V-300 VENT SPECIFICATIONSSHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
SECTION 'AA'A6
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
2 21
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
----
----
----
PITCH,T.M.E.125BEDROOM 10BATH 6HALL8'-1"F.F.PLATE1'-6"PROVIDE 1/2" G.W.B. ATALL CEILINGS AND WALLSOF EACH NEW BEDROOM,TYPICAL(E) 4x8(E) 4x8(E) 2x8 PTDF @ 16"o.c., TYP.(E) DECK
(N) 2x8 PTDF @ 16"o.c., TYP.(N) DECK
LUS26Z TYP. @DECK JOISTSDTT1Z @ (6)LOCATIONSSEE TYP.A-2x8 PTDF LEDGER w/ SWSDECK-2-WALL SPACER @8"o.c. MAX., SEEA-A-B-TYP.TYP.SCALE: N.T.S.TYPICAL DECK LEDGERLAP BUILDING WRAPo/ FLASHINGSMETAL FLASHING o/PEEL & STICKBITUMINOUS MEMBRANEBEHIND LEDGERDECK2WALL SWSSPACERS @LEDGER, TYPICALASCREW DECK2WALL SPACER TOLEDGER w/ (3) #8 x 1 5/8" EXTERIORWOOD SCREWS. USE SIMPSONSDWS22500DB SCREWS TO ATTACHLEDGER TO EXISTING BUILDINGSTAGGER DECK2WALL SPACERS@ 8" o.c. OR (2) @ 16"o.c.MAXIMUM, TYPICALDTT1Z INSTALLED PERMANUF.'s REC's. @ MIN.(6) LOCATIONS ALONGWALL, TYPICALDOUBLE RIM JOIST @DTT1Z CONNECTIONSSCALE: N.T.S.CONCRETE PAD @ DECK SUPPORTSB24" SQUARE12"8"
3"2x6 WOOD OR COMP.DECKING, TYPICALDECK JOIST PER PLANGIRDER PER PLAN4x4 PTDF POST w/ PCPOST CAP & PB POSTBASE, TYPICAL#4 HORIZ. @ 12"o.c.EACH WAY & #4 DOWEL@ CENTERLINE OFPEDESTAL12" DIA. CONC.PEDESTALSLOPE TOP AWAY FROMPOST, TYPICAL2x PTDF BLOCKNOTES:1) FOR ALL ARCHITECTURALNOTES, SEE SHEET ##2) FOR SECTION NOTES &INFORMATION NOT NOTED,SEE SHEET A6SECTION 'BB'SCALE: 3/8" = 1'-0"SHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
SECTION 'BB' & DECK FRAMING PLANA7
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
2 21
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
----
----
----DECK FRAMING PLANSCALE: 1/4" = 1'-0"
ACOR-A-VENT @ RIDGE / HIPSCALE: N.T.S.7/8" TYP.AIRFLOWAIRFLOWMANUF. TRUSS @ 24"o.c.,TYPICALCOMP. SHINGLE ROOFING(SHOWN HATCHED), TYP.'COR-A-VENT' V-300RIDGE/HIP VENT, TYP.MOISTURE BARRIERSTRUCT. SHEATHINGBFORCED AIR UNIT IN ATTICSCALE: N.T.S.FAULIGHT SWITCHMIN. 30" DEEP WORKINGPLATFORM: NOT REQ'D. IFFURNACE CAN BE SERVICEDFROM ACCESS OPENING24" WIDE MIN. SOLIDFLOORING FROM ACCESSOPENING TO FURNACEWORKING PLATFORMELECTRICAL OUTLETAND LIGHT FIXTURECSCALE: N.T.S.EGRESS RAMP PROFILE38"
3"3"3'-10"1 1/2" DIAMETER HANDRAIL2.5" x 2.5" x .25" STEEL BASEPLATE w/ (4) TITEN HDSS1/4" x 3 1/2" CONC. ANCHORS1" DIAMETER TUBE STEELHANDRAIL SUPPORT @ 48"o.c.MAXIMUM, TYPICAL2% MAX. CROSS SLOPE3" WIDE x 3" TALL CONC. CURB(WHEEL GUIDE), TYPICAL3"3"DSCALE: N.T.S.EGRESS RAMP HANDRAIL ELEVATION12"12"1 1/2" DIAMETER HANDRAIL38"HANDRAILEXTENSIONHANDRAILEXTENSION3" CONC. CURBFINISHED RAMPSURFACE BEHINDCURB, TYPICAL1" DIAMETER STEELTUBE HANDRAILSUPPORT @ 48"o.c.MAXIMUM, TYP.ESCALE: N.T.S.TYPICAL WOOD GUARDRAILPAINTED 2x6 WOOD CAPPAINTED 2x4 WOOD NAILERPAINTED 2x2 WOODVERTS @ 3"o.c.PAINTED 4x4 WOODPOST @ 4'-0"o.c. w/ PB44POST BASEPAINTED 2x4 WOOD NAILERCONCRETE SURFACEFSCALE: N.T.S.TYPICAL EXTERIOR WOOD STAIR CONSTRUCTION11 1/2"TREAD7 1/2"MAX.2x6 DECKING PEROWNERP.T. DECK JOIST PERSTRUCT. DRAWINGSP.T. BEAM PERSTRUCT. DRAWINGSCONCRETE PAD PERSTRUCT. DRAWINGS2x6 DECKING w/ 2x2DECK BOARD BETWEENCONT. SOLID WOOD RISERTO MATCH DECKING3/4" NOSING, TYPICAL3x P.T. STRINGER@ 16"o.c., TYP.2x4 CONT. P.T. PLATE w/SIMPSON THDSS 3/8"x3" @12" o.c., TYPICAL. NOTCHSTRINGER FOR PLATESIMPSON LSCSTRINGER HANGER,TYPICALPATIO PAVERSPER OWNERG12"TREAD7"±RISERSCALE: N.T.S.TYPICAL CONCRETE STAIRS#4 CONT. @ EACHNOSING, TYPICALHSCALE: N.T.S.THRESHOLD DETAIL1/2"
1/4"PEMKO 158THRESHOLDSHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
ARCHITECTURAL DETAILSA8
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
2 21
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
----
----
----
SHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
TITLE 24 ENERGY REPORTT1
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
SHEETS: UPDATE TOTAL
8 18
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
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SHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
TITLE 24 ENERGY REPORTT2
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
SHEETS: UPDATE TOTAL
8 18
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
----
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SHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
CALGREEN CHECKLISTCG
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
SHEETS: UPDATE TOTAL
8 18
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
----
----
----
SHEET NUMBER:SHEET TITLE:PROJECT:COMPLETION DATE:PLAN DATE & PURPOSE:
PROJECT NUMBER:
PO BOX 1629, HEALDSBURG, CA 95448
PH: 707 . 235 . 3155
CALGREEN CHECKLIST CONT.CG
17013
COUNTRY CLUB ADDITION
6084 COUNTRY CLUB DRIVE
ROHNERT PARK, CA 94928
APN: 143-511-008
SHEETS: UPDATE TOTAL
8 18
12/14/2017: CUP APPROVAL
2/13/2018: INITIAL PERMIT SUBMITTAL SET
----
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----..\..\..\Dropbox\Townsend Residential Design\Business Documents\Signature.JPGCHRIS TOWNSEND8/10/188/10/18JANVER HOLLY
1. JOISTS OR RAFTERS ----- TO SIDES OF STUDS AT ALL BEARINGS2. STUDS TO BEARINGS --- 2X4 STUDS 2X6 & 2X8 STUDS3. BLOCKING ----------- BETWEEN JOISTS, RAFTERS OR STUDS BETWEEN JOIST OR RAFTER BEARINGS (PLATES)4. LEDGERS ----------------- TO STUDS5. DOUBLE TOP PLATES --- LOWER PLATE TO 2X4 STUD LOWER PLATE TO 2X6 OR 2X8 STUD UPPER PLATE TO LOWER PLATE6. SILL PLATES -------------- TO PARALLEL FRAMING8" JOISTS OR LESS ------------3 - 16DEACH ADDITIONAL 4" DEPTH-1 - 16DTN EACH SIDE ---------------2 - 10D (4 TOTAL)TN EACH SIDE ---------------2 - 10D (4 TOTAL)EN IN PLACE OF TN ---------2 - 16DTN EACH SIDE ---------------3 - 10D (6 TOTAL)EN IN PLACE OF TN ---------3 - 16DTN EACH SIDE EACH END --2 - 10D (8 TOTAL)EN IN PLACE OF TN ---------2 - 16DTN EACH SIDE ---------------3 - 10D1" LEDGER ---------------------3 - 8D2" LEDGER ---------------------3 - 16D----------------------------------2 - 16D -----------------------3 - 16D------------SEE TYPICAL STUD WALL & OPENING FRAMING DETAILS ON TYPICAL DETAIL SHEET-------------------------20D @ 12"CC7. MULTIPLE STUDS ---------8. BUILT UP BEAMS -------9. CEILING STRIPPING -----10. STRUCTURAL SHEATHING11. NON-STRUCTURAL SHEATHING ------------------------------------------SEE FRAMING ELEVATIONS ON TYPICAL DETAIL SHEET.--- AT SUPPORTED EDGES FINISH NAILS -----6D @ 6"CC AT INTERIOR BEARING FINISH NAILS -----6D @ 6"CCTO PERPENDICULAR FRAMING -- EACH CONTACT -------------2- 20DSTAGGER FOR WIDTHS MORE THAN 4" -----------------16D @ 12"CC10" OR LESS IN DEPTH EACH SIDE STAGGERED ---16D @ 12"CC (TOP & BOTT)MORE THAN 10" IN DEPTH ----------------------1/2 DIAMETER BOLTS AT 24"CC STAGGEREDHOLES SHALL BE PRE-DRILLED 1" THICK ---------------2- 8D (1 SLANT)FOR NAILS AT ENDS OFSTRIPPING BOARDS 2" THICK ---------------2-16D (1 SLANT) WHERE CEILING IS PLASTER OR 5/8" GYPSUM USE ANNULAR RING NAILS (NO SLANT).12. RIM JOISTS ----------------- TO TOP PLATE-------------------------10D @ 6" O.C. ----------------- TO JOISTSFACE NAILS --------------(3)16D13. CEILING JOISTS ------------- LAPS OVER PARTITIONS ------------- TO PARALLEL RAFTERSFACE NAILS --------------(3)16DFACE NAILS --------------(3)16DGENERALA. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2019 EDITION OF THE CALIFORNIA BUILDING CODE AND STANDARDS AND ALL PUBLICATIONS NOTED HEREIN.B. DETAILS SHOWN ON THE STRUCTURAL DRAWINGS ARE TYPICAL AND SIMILAR. DETAILS APPLY TO SIMILAR CONDITIONS. SPECIFIC NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.C. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER SCALE ON PLANS AND DETAILS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.D. THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS FOR GENERAL COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS.E. ALL DETAIL CHANGES DESIRED SHALL BE SUBMITTED TO THE ENGINEER IN WRITING. SHOP DRAWINGS DO NOT CONSTITUTE CHANGES IN WRITING. ALONG WITH A LETTER, THE SHOP DRAWINGS SHALL SHOW ALL PROPOSED CHANGES.F. COORDINATE STRUCTURAL DRAWINGS WITH EQUIPMENT DRAWINGS FOR CONSTRUCTIONDETAILS.DESIGN DATAA. ROOF LIVE LOAD:B. WIND DESIGN DATA: BASIC WIND SPEED (3 SECOND GUST) WIND IMPORTANCE FACTOR (Iw) OCCUPANCY CATEGORY WIND EXPOSUREC. EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR (Ie) OCCUPANCY CATEGORY MAPPED SPECTRAL RESPONSE ACCELERATION SITE CLASS SPECTRAL RESPONSE COEFFICIENTS (SDS, SDI) SEISMIC DESIGN CATEGORY BASIC SEISMIC-FORCE RESISTING SYSTEM RESPONSE MOD. FACTOR (R) METHOD OF ANALYSIS20 psf (REDUCEDPER ASCE 7-16SECT. 4.8)95 MPH (FASTEST MILE)1.0CATEGORY C1.0Ss=1.803g SI=0.686gTYPE DSDS = 1.442gSDI = 0.686gELIGHT FRAMED WALLS SHEATHEDWITH WOOD STRUCTURAL PANELSRATED FOR SHEAR RESISTANCE6.5EQUIVALENT LATERALFORCE PROCEDUREEPOXY ADHESIVESA.TYPE: SIMPSON SET-XP, ESR-2508 OR APPROVED EQUAL.B.EPOXY ANCHORED EMBEDMENTS SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS AND THE REQUIREMENTS OF THE APPLICABLEICC REPORT.C.EPOXY ADHESIVE SHALL BE INSTALLED WHILE CONCRETE IS DRY AND ALLOWED TO CUREFULLY PRIOR TO REINTRODUCING WATER TO SYSTEM.D.EPOXY ANCHOR BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS.FOUNDATIONA.FOUNDATION DESIGN:THE FOUNDATION WAS DESIGNED IN ACCORDANCE WITH 2019 CBC SECTION 1806AND TABLE 1806.2 FOR CLASS 5 SOILS. 1) SKIN FRICTION:a)250 psf D + L1)LATERAL RESISTANCE:a)FRICTION COEFFICIENT = 0.35b)PASSIVE SOIL RESISTANCE: 100 pcf USE 1/2 FRICTION RESISTANCE IN COMBINATION WITH PASSIVE RESISTANCE.B.FOUNDATION CONSTRUCTION:1)PLACE REINFORCING STEEL AND CONCRETE AS SOON AS POSSIBLE AFTER EXCAVATION FOR THE FOUNDATION.2)CONCRETE SHALL OBTAIN THE SPECIFIED 28-DAY CONCRETE COMPRESSIVE STRENGTH PRIOR TO BACK-FILLING AGAINST THE CONCRETE.3)GRADE BEAMS AND WALLS THAT RETAIN EARTH ON BOTH SIDES SHALL BE BACK-FILLED ON BOTH SIDES SIMULTANEOUSLY.C.SUBGRADE PREPARATION:1)AFTER EXCAVATION IS COMPLETED THE EXPOSED SOILS SHALL BE SCARIFIED ANDRECOMPACTED TO A MINIMUM DEPTH OF 6 INCHES TO A MINIMUM OF 90PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE ASTM D-1557TEST METHOD, AT A MOISTURE CONTENT NEAR OPTIMUM. IF ANY SOFT OR LOOSESOIL POCKETS ARE FOUND IN THE SITE STRIPPING OR RECOMPACTION PROCESS,THEY SHALL BE OVEREXCAVATED AND RECOMPACTED.2)GRANULAR MATERIAL BENEATH FLOOR SLABS SHALL BE NONEXPANSIVE AND SHALLHAVE A MAXIMUM PLASTICITY INDEX OF 8.3)UNLESS OTHERWISE NOTED IN THE ABOVE REFERENCED GEOTECHNICAL REPORT,FILL MATERIAL SHALL BE FREE OF ORGANICS, DEBRIS, AND OTHER DELETERIOUSMATERIALS. FILL MATERIALS SHALL BE ESSENTIALLY NON-PLASTIC AND LESS THAN3" IN MAXIMUM DIMENSION.D. OBSERVATION AND REPORTING1)A TESTING COMPANY SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING AND FOUNDATION PHASE OF CONSTRUCTION.2)INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT.WOOD1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS, UNO:DOUGLAS FIR -- COAST REGION -- WCLIB GRADING RULES #17.2X STUDS, RAFTERS, LEDGERS, JOISTS, PLATES -- #2.3X AND LARGER STUDS, POSTS, LEDGERS, PLATES -- #1.4X BEAMS -- #2.6X AND LARGER BEAMS -- #1.NAILERS, BLOCKING -- CONSTRUCTION.2X DECKING -- SELECT DEXNON STRUCTURAL BACKING, STRIPPING, FURRING -- CONSTRUCTION.FOR TIMBER 3X AND LARGER, NO MORE THAN 20% OF THE CROSS SECTION SHALL INCLUDEHEART CENTER. REDWOOD -- CALIFORNIA REDWOOD, RIS. GLUED LAMINATED BEAMS -- 24F-V4 DF/DF - STANDARD SPEC. FOR STRUCTURAL GLUEDLAMINATED TIMBER AITC 117. SUBMIT MILL CERT TO PERMITTING AGENCT AT TIME OFINSPECTION. ENGINEERED LUMBERMICROLAM LAMINATED VENEER LUMBER (LVL), 1.9E -- EVALUATION REPORT NO. ER -- 1387PARALAM PARALLEL STRAND LUMBER (PSL), 2.0E -- EVALUATION REPORT NO. ER -- 1387TIMBERSTRAND (LSL), 1.5E -- EVALUATION REPORT NO. ER -- 1387 SHEATHING -- US PRODUCT STANDARD PS 1-09 AND PS 2-10. CDX APA RATED SHEATHING W/ EXTERIOR GLUE @ WALLS, FLOORS, & ROOFS UNO PRESSURE TREATED DOUGLAS FIR -- STANDARD SPECIFICATION FDN, BY AWPB.2.ALL WOOD IN DIRECT CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED,EXCEPT LEDGERS, WHICH DO NOT NEED TO BE PRESSURE TREATED.3.BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITIONINTERSECTION WITH 3 - 16D NAILS. SPLICE UPPER AND LOWER PLATES AS IN "TYPICAL STUD WALL &OPENING FRAMING DETAIL" ON TYPICAL DETAIL SHEET S1.2.4.PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS.5.PROVIDE BLOCKING AT ALL CEILING LEVELS.6.JOISTS UNDER AND PARALLEL TO PARTITIONS SHALL BE DOUBLED AND NAILED TOGETHER.7.THE MOISTURE CONTENT OF 2X MATERIAL AT TIME OF INSTALLATION SHALL BE LESS THAN 19%.THE MOISTURE CONTENT OF LUMBER 3X AND LARGER AT TIME OF INSTALLATION SHALL BELESS THAN 19%.8.HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETERAS THE BOLT PLUS 1/16".9.HOLES FOR LAG SCREWS SHALL BE FIRST BORED TO THE SAME DIAMETER AND DEPTH AS THEUNTHREADED SHANK, AND THE REST TO 50% OF THE SHANK DIAMETER.10.LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. SOAPMAY BE USED TO LUBRICATE SCREWS.11.ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS ANDNUTS WHICH BEAR ON WOOD. APPLIES ALSO TO INSERTED EXPANDING FASTENERS, REDHEAD, ETC.BOLT DIAMETER MI WASHER STEEL WASHER 1/2" DIA 3" DIA X 1/4" 3" X 3" X 1/4" 5/8" DIA 3" DIA X 1/4" 3" X 3" X 1/4" 3/4" DIA 3" DIA X 1/4" 3" X 3" X 1/4" 7/8" DIA 3-1/2" DIA X 7/16" 3" X 3" X 1/4" 1" DIA 4" DIA X 1/2" 3-1/2" X 3-1/2" X 3/8"12.ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORECLOSING IN OR AT COMPLETION OF JOB.13.LAY ALL STRUCTURAL SHEATING ON ROOF AND FLOORS WITH LONG DIMENSION PERPENDICULARTO SUPPORTS UNLESS NOTED OTHERWISE.14.BLOCK SHTG JOINTS WITH 2 X 4 FLAT BLOCKING WHERE NOTED ON ROOF OR FLOOR FRAMINGPLANS AND WITH BLOCKING SAME SIZE AS STUDS AT WALLS. USE PLY CLIPS AT MIDSPAN OFUNSUPPORTED ROOF SHEATHING EDGES.15.FRAMING HARDWARE SHOWN ON THE PLANS IS SIMPSON STRONG - TIE. USE FRAMINGHARDWARE AS MANUFACTURED BY SIMPSON COMPANY OR EQUIVALENT. PRIOR TOINSTALLATION OF ANY NON-SIMPSON HARDWARE, THE CONTRACTOR SHALL SUBMIT A LIST OFALL DETAIL REFERENCES WHERE A HARDWARE SUBSTITUTION IS PROPOSED, THE DESIGNATIONFOR EACH SUBSTITUTION ITEM.16.NOTIFY STRUCTURAL ENGINEER AFTER WALL, FLOOR, AND ROOF SHTG NAILING HAS BEENCOMPLETED AND A MINIMUM OF 48 HOURS PRIOR TO CONCEALING SHTG.17.NO UPSET THREADED BOLTS ALLOWED.18.USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOREACH PROJECT AND APPROVED BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER AND THEGOVERNING AGENCY. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE.MACHINE NAILING WILL NOT BE APPROVED IN 5/16" SHEATHING. IF NAIL HEADS PENETRATETHE OUTER PLY BY MORE THAN WOULD BE NORMAL FOR A HAMMER OR IF MINIMUMALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMEDUNSATISFACTORY.19.FIELD CUTS AND BOLT HOLES IN PRESSURE TREATED WOOD SHALL BE PROTECTED INACCORDANCE WITH AWPA STANDARD M4.CONCRETEA. GENERAL: ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI AND CBC CODES.B. CONCRETE STRENGTH: CONCRETE SHALL OBTAIN A MINIMUM 28 DAY DESIGN STRENGTH OF FOUNDATIONS - 3,000 psi SLABS - 3,000 psi WALLS - 3,500 psi 1) CEMENT (MINIMUM REQUIREMENT): 5.0 SACK PER YARD FOR 2,500 psi CONCRETE 5.5 SACK PER YARD FOR 3,000 psi CONCRETE 6.0 SACK PER YARD FOR 3,500 psi CONCRETE UP TO 15% OF THE CEMENT MAY BE SUBSTITUTED WITH FLY ASH PER ASTM A618. 2) WATER: MAXIMUM WATER/CEMENT RATIOS: FOUNDATIONS: 0.60 WALLS AND SLAB: 0.45 3) AGGREGATE: MAXIMUM SIZE 3/4" 4) SLUMP: 4" MAXIMUM. 5) CURING: KEEP WET MINIMUM OF 7 DAYS OR APPLY MEMBRANE CURING COMPOUND APPROVED BY THE ENGINEER. 6) VIBRATION: ALL CONCRETE SHALL BE VIBRATED INTO PLACE WITH A MECHANICAL VIBRATOR. 7) FORM REMOVAL: SIDE FORMS OF FOUNDATIONS AND SLABS AFTER A MINIMUM OF 2 DAYS. 8) TESTING: IN ACCORDANCE WITH ACI-318 LATEST VERSION, CHAPTER 3.C. REINFORCING MATERIALS: 1) DEFORMED BARS: ASTM A615 GRADE 60, UNLESS OTHERWISE NOTED. 2) ELECTRIC WELDED WIRE FABRIC (WWF): ASTM A-185. 3) FOR SLABS ON GROUND, REINFORCING SHALL BE HELD IN PLACE AT THE CENTERLINE OF THE SLAB BY MEANS OF CONCRETE BLOCKS, BAR CHAINS OR OTHER APPROVED METHOD. BARS SHALL NOT BE POSITIONED BY PULLING UP WITH HOOKS AS CONCRETE IS POURED. 4) DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF THE MAIN BARSAND DENOTE CLEAR COVERAGE. CONCRETE COVERAGE SHALL BE AS FOLLOWS:CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS) -- 3" CONCRETE EXPOSED TO GROUND BUT PLACED IN FORMS ------- 2" TIED COLUMNS (MAIN BARS -------------------------------------------- 2" BEAMS (TOP BARS ---------------------------------------------------- 112" BEAMS (ALL OTHER MAIN REINFORCING) -------------------------------- 2" WALLS (EXTERIOR FACE ) ------------------------------------------------ 112" WALLS (INTERIOR FACE) -------------------------------------------------- 34" SLABS (ON FORMS) -------------------------------------------------- 34" SLABS (ON GROUND) ---------------------------------------------------- 34" 5) SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED UNO. IN NO CASE SHALL SPLICESBE LESS THAN 48 BAR DIAMETERS. SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5' 0"APART. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: TOP BARSAT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN. SPLICE CONTINUOUS BARSIN SPANDREL BEAMS, WALL BEAMS, ETC. AS FOLLOWS: TOP BARS AT MID-SPAN; BOTTOM BARSAT CENTERLINE OF SUPPORT. ALL BARS SIZE #14 AND LARGER SHALL BE CONTINUOUS FORTHE FULL LENGTH SHOWN. SPLICES IN WWF SHALL BE 1-1/2 MESHES WIDE. 6) ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED.D. ANCHOR BOLTS (UNLESS NOTED OTHERWISE ON PLANS): 1) HOOKED BOLTS, HEADED BOLTS, THREADED RODS:a.SILL PLATES AND WOOD LEDGERS: ASTM F1554 GR. 36b.HOLDOWN BOLTS, WALL ANCHORS: ASTM F1554 GR. 36c.HIGH STRENGTH ANCHORS: ASTM F1554 GR. 55d.PREFABRICATED METAL BUILDING PRIMARY FRAM ANCHOR BOLTS: ASTM F1554 GR. 55 2) ANCHOR BOLTS EXTENDING THROUGH PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED AT LEAST FOR THE PORTION OF BOLTS IN CONTACT WITH PRESSURE TREATMENT. HOT DIP GALVANIZED IS NOT REQUIRED FOR ANCHOR BOLTS WITH D.O.T. TREATED WOOD AT MUDSILLS WITHIN WEATHER-TIGHT WALLS 3) ANCHOR BOLTS SHALL BE HAND TIGHT IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS.E. MISCELLANEOUS: 1) PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS OTHERWISE NOTED ON PLANS. 2) ANCHOR BOLTS AND DOWELS MUST BE SECURELY SUPPORTED IN PLACE BEFORE POURING CONCRETE TO ENSURE PROPER LOCATION PER PLAN. 3) CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROM THESURFACE. CONCRETE MAY BE ROUGHENED BY CHIPPING THE ENTIRE SURFACE, SANDBLASTING, OR RAKING THE SURFACE TO PROVIDE 1/4" DEEP DEFORMATIONS. 4) REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.F. VAPOR BARRIER: ASTM E 1745 CLASS A, B, AND C (SAME AS W.R. MEADOWS' PERMINATOR, STEGO VAPOR BARRIER, OR RYDEN VAPOR BLOCK [10 MIL. MIN.]).ROOF TRUSSESROOF DESIGN LOADSTOP CHORD: DL - 10 PSF LL - 20 PSFBOTT CHORD: DL - 6 PSF LL - 10 PSF (NONCONCURRENT W/ TOP CHORD LL)1.2 X 4 TOP CHORD TYP - 2 X 4 ALL OTHER MEMBERS (UNO).2.ALL MEMBERS SHALL BE DOUGLAS FIR (DF) NO. 2 OR BETTER.3.PLATE MATERIAL SHALL BE ASTM A-446 GRADE A OR BETTER.4.DESIGN AND FABRICATION SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODE (CBC).5.ALLOWABLE STRESS INCREASE FOR LOAD DURATION SHALL BE 15% MAXIMUM.6.INCREASES IN ALLOWABLE STRESSES FOR REPETITIVE MEMBERS ARE NOT PERMISSIBLE.7.DESIGN AND CONSTRUCTION OF CONNECTIONS SHALL BE IN ACCORDANCE WITH PUBLISHEDAPPROVALS OF ICC. HEEL JOINT DESIGN SHALL CONSIDER THE EFFECTS OF ECCENTRICLOADING IN ACCORDANCE WITH TRUSS PLATE INSTITUTE (TPI).8.TRUSS DESIGNER SHALL OVERSIZE PLATES FOR CHORD MEMBERS TO ACCOUNT FOR WOODDEFECTS LIKE KNOTS, KNOT HOLES, AND GREATLY DISTORTED GRAINS. MAXIMUM ALLOWABLEDEFECT SIZE PER MEMBER SHALL BE 2 SQUARE INCHES. NO DEFECTS ALLOWED UNDER PLATESFOR WEB MEMBERS.9.IN LIEU OF DOUGLAS FIR, HEM FIR MAY BE SUBSTITUTED WITH APPROVAL OF ARCHITECT ANDENGINEER PRIOR TO FABRICATION.10.TRUSS DRAWINGS, CALCULATIONS AND THE LATEST ICBO APPROVED TEST DATA FOR TRUSSMETAL PLATE CONNECTORS SHALL BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER FORREVIEW PRIOR TO FABRICATION. CALCULATIONS FOR GIRDER TRUSSES SHALL INCLUDE POINTLOADS FROM CARRIED TRUSS REACTIONS.11.CALCULATIONS SHALL BE SIGNED BY A CIVIL ENGINEER REGISTERED IN THE STATE IN WHICH THEPROJECT IS LOCATED. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAINBUILDING DEPARTMENT APPROVAL PRIOR TO FABRICATION.12.GENERAL CONTRACTOR TO PROVIDE TEMPORARY ERECTION BRACING AND WEB BRACING ASREQUIRED BY TRUSS MANUFACTURERS DESIGN.13.BUILT UP GIRDER TRUSSES SHALL BE LAMINATED USING 1/2 INCH DIAMETER BOLTS AT 24INCHES ON CENTER MAXIMUM THROUGH ALL MEMBERS.14.GABLE END TRUSSES SHALL HAVE 2X VERTICALS AT 16"OC TYPICAL UNLESS NOTEDOTHERWISE.15.ALL HARDWARE REQUIRED FOR CONNECTING TRUSSES SHALL BE DESIGNED, DETAILED ANDPROVIDED BY TRUSS FABRICATOR.16.TRUSS MANUFACTURER TO VERIFY ALL DIMENSIONS SHOWN ON STRUCTURAL DRAWINGS WITHARCHITECTURAL DRAWINGS AND IN FIELD WITH WALL LAYOUT PRIOR TO FABRICATION. PROVIDESHOP DRAWINGS WHICH SHALL INCLUDE PLAN DRAWING SHOWING TRUSS LOCATIONS ANDTRUSS PROFILES, WITH DIMENSIONS REVIEWED AND APPROVED BY GENERAL CONTRACTOR,PRIOR TO FABRICATION.17.TRUSS DESIGNER TO ACCOUNT FOR THE WEIGHT OF ALL MECHANICAL EQUIPMENT IN THEDESIGN OF ALL TRUSSES WHICH SUPPORT SUCH UNITS. SEE MECHANICAL DRAWINGS FORWEIGHTS AND DETAILING.NAILING SCHEDULEALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS CONFORMING TOTHE FOLLOWING MINIMUM SIZES:8D - 0.131" DIAMETER X 2-1/2" 10D - 0.148" DIAMETER X 3"10D SHORTS - 0.148" DIAMETER X 1-5/8" PLUS THICKNESS OF SHTG (SHTG NAILS)16D - 0.162" DIAMETER X 3-1/2" 20D - 0.192" DIAMETER X 4"WHERE 20D NAILS ARE SPECIFIED, USE 20D BOX NAILS - 0.148" DIAMETER X 4" ATUNSCHEDULED WALLS. HOLES SHALL BE SUB-DRILLED WHERE NECESSARY TO PREVENTSPLITTING. NAILING NOT NOTED BELOW OR ON PLANS SHALL BE A MINIMUM OF TWONAILS AT EACH CONTACT. 8D FOR 1" MATERIAL AND 16D FOR 2" MATERIAL.14. USE DEFORMED SHANK NAILS FOR ALL FLOOR SHEATHING.15.ALL EXPOSED FASTENERS SHALL HAVE A ZINC-COATING CORROSION RESISTANCE.16.SEE TYPICAL DETAIL SHEET FOR OTHER NAILING REQUIREMENTS.SPECIAL INSPECTIONNOTE: DURING WORK, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONSTO PROTECT THE GENERAL PUBLIC.SPECIAL INSPECTION PER CBC SECTION 17 SHALL BE PROVIDED FOR THEFOLLOWING ITEMS:A. SOIL PREPARATION: SPECIAL INSPECTOR OR GEOTECHNICAL ENGINEER SHALL VERIFY SOIL CONDITIONS ARE IN SUBSTANTIAL CONFORMANCE W/ GEOTECHNICAL REPORT RECOMMENDATIONS (SEE FOUNDATION NOTES). B. CONCRETE: 1) DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE. 2) PLACING OF REINFORCING STEEL.a. EXCEPTION: THE SPECIAL INSPECTOR NEED NOT BE PRESENTCONTINUOUSLY DURING THE PLACING OF REINFORCING STEEL ANDPRESTRESSING TENDONS, PROVIDED THE SPECIAL INSPECTOR HASINSPECTED FOR CONFORMANCE TO THE APPROVED PLANS PRIOR TOTHE CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THEJOBSITE.C. WOOD SEISMIC RESISTING SYSTEM:D. EPOXY ADHESIVE ANCHORS SET IN CONCRETE OR MASONRY IN ACCORDANCE WITHMANUFACTURE'S INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE APPLICABLEICC REPORTS. INSPECTION TASK PERIODIC INSPECTION PERIODIC INSPECTION REQUIRED NOT REQIURED1.ROOF / FLOOR SHEATHING X NAILING2.SHEARWALL SHEATHING NAILING X3.DRAG-TIE BOLTING AND NAILING X4.SHEARWALL HOLDOWNS XDATE:SCALE:DRAWN BY:CKD BY:APAS NOTED02-02-2021365 FLOWER LANE
MOUNTAIN VIEW, CA 94043
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ROHNERT PARK, CAAPCOUNTRY CLUB REMODEL
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PLATE SPLICESEE TYP DETAIL5" MIN, 12" MAXPL SPLICEEN PER SHEARWALL SCHED.HOLDOWN PER PLANA.B. PER SCHED.min shearwallwidth16D @ 24"OCTYPICAL CORNERTYPICAL INTERSECTIONPLAN VIEW SHTG PER PLAN2-16D @ EA BLK, TYPROOF / FLOOR I-JOIST ORPREFAB ROOF TRUSS, PER PLANNON-BEARING WALL PER PLAN2X6 BLOCK @ 48"OCSIMPSON DTC @ EA BLKPARALLEL CONDITIONNON-BEARING WALL PER PLANSIMPSON DTC @ EA BLKSHTG PER PLANPERPENDICULAR CONDITION14" GAP ROOF / FLOOR I-JOIST ORPREFAB ROOF TRUSS, PER PLAN11"ANCHORAGE TO CONCRETE STEMWALLSSTB 14ANCHOR AS NOTED3"
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D/4
MAX
D/4 MAX2" MINSAWN LUMBER ONLY2X8 RIDGE BOARDROOF SHTG PER PLANENROOF SHTG PER PLANROOF RAFTER PER PLAN48d12d12" MIN.DOUBLE LAYER BARSSINGLE LAYER BARS12d12" MIN.48d40d12d48d48d EXPANSION JOINTCONTROL JOINTCONSTRUCTION JOINTFIRST POURSECOND POUREQ EQONLY WHERE SHOWN ON DRAWINGSONLY WHERE SHOWN ON DRAWINGS3/8" SEALANT1/2" JOINTNOTES: THE NAILING SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLSAND OVER ENTIRE LENGTH OF ANY WALL CONTAINING A SHEARWALL.4'-0"LAP MIN12-16D ON BOTH SIDES OF BUTTSPLICES IN DOUBLE PLATE OR ASINDICATED ON PLANS2-16D COMMON ON BOTH SIDES OFBUTT SPLICES IN TOP PLATEMSTA30 STRAP @ SPLICEIN LIEU OF NAILINGMSTA30 STRAP @ SPLICEIN LIEU OF NAILINGTOP PLATE SPLICE2-16D COMMON ON BOTH SIDESOF BUTT SPLICES IN TOP PLATE12-16D ON BOTH SIDESOF WALL INTERSECTIONS4'-0"lap minTYPICAL HOOKS AND BENDSDTIES AND STIRRUPS45°DdD90°12d
6d
4" MIN.
4" MIN.90°2 1/2" MIN.135°6
d
M
I
N
.4d180°HOLDOWN, SEE PLAN FOR SIZE ANDLOCATION, FASTENER SIZE AND QUANTITYAS REQUIRED BY MANUFACTURER.DBL 2X STUD OR 4XPOST PER PLAN.RFB, A36 ALL THREAD, OR A307ALL THREAD. DIAMETER TOMATCH HOLDOWN DIAMETER.CNW COUPLERCRUSH BLOCK BELOWHOLDOWN POSTANCHOR
EMBEDMENT
DEPTH
ADD EXTRA #4 BAREACH SIDE OF ANCHORBOLT AS SHOWNHOLDOWN, SEE PLAN FOR SIZEAND LOCATION, FASTENER SIZEAND QUANTITY AS REQUIRED BYMANUFACTURER.CLRMONOLITHIC POURCLRTWO POURADD EXTRA #4 BAREACH SIDE OF ANCHORBOLT AS SHOWN12"STD HOOKDBL 2X STUD OR 4XPOST PER PLAN.HOLDOWN, SEE PLAN FOR SIZE ANDLOCATION, FASTENER SIZE AND QUANTITYAS REQUIRED BY MANUFACTURER.HOLDOWN AT SLAB FOUNDATIONHOLDOWN AT STEMWALLALTERNATE ALL THREAD ANCHORDIAMETER10"5/8"13"SSTB 1610"5/8"17"SSTB 2013"5/8"21"SSTB 2415"5/8"25"SSTB 2818"29"SSTB 3429"SSTB 367/8"30"1" ALL THREAD20"1"7/8"7/8"18"18"HOLDOWN NOTES:1. ALL THREAD, ANCHOR BOLTS AND HEX HEAD BOLTS TO BE ASTM A36 OR A307.2. EPOXY TO BE HILTI HIT HY 150 MAX INSTALLED IN ACCORDANCE WITH ICCESR-1967 OR SIMPSON SET INSTALLED IN ACCORDANCE WITH ICC ES12-1772.3. EXTEND FOOTING DEPTH 12" MIN EACH SIDE OF ANCHOR AS REQUIRED TOPROVIDE 3" CLR COVER.4. THREADED ROD TERMINATED WITH DBL NUT TIGHTENED EA SIDE OF STD WASHER,HEX HEAD BOLT, OR EPOXY SET ALL THREAD MAY BE USED AS A SUBSTITUTE FORSSTB ANCHOR.10"ANCHORAGE TO CONCRETE SLAB FOUNDATIONSSTB 14ANCHOR AS NOTEDALTERNATE ALL THREAD ANCHORDIAMETER10"5/8"12"SSTB 1612"5/8"12"SSTB 2012"5/8"12"SSTB 2412"5/8"14"SSTB 2817"14"SSTB 3414"SSTB 367/8"16"1" ALL THREAD18"1"7/8"7/8"17"17"DBL 2X STUD OR 4XPOST PER PLAN.0'-5"
MIN
0'-134" MIN0'-5"
MIN
134" MIN AT 58" ANCHOR2 14" MIN AT 78" ANCHOROUTSIDE CORNER OF SLAB3"
EMBEDMENT
DEPTH
EMBEDMENT
DEPTHPARTIAL PLANANCHORPARTIAL PLANOUTSIDE CORNER OF SLABANCHORSTEM WALL1S1.2NO SCALESLAB JOINTS2S1.2NO SCALESTEPPED FTG3S1.2NO SCALECONCRETE CORNERS4S1.2NO SCALENOTCHES IN WOOD5S1.2NO SCALEHOLDOWNS9S1.2NO SCALECORNER FRAMING8S1.2NO SCALEREBAR BENDS7S1.2NO SCALEOVERBUILD FRAMING6S1.2NO SCALETOP PLATE SPLICE10S1.2NO SCALEINT. NON-BEARING11S1.2NO SCALESHEARWALL ELEVATION12S1.2NO SCALEWALL ELEVATION1/2" DIA X 18" SMOOTHDOWEL @ 18"OCGREASETHIS ENDEXPANSION JOINTMATERIAL1/8" SAWCUT W/1/2" SEMI-RIGIDSEALANTNOTE:CONSTRUCTION JOINTS & CONTROL JOINT SHALL DIVIDE SLAB INTO AREAS NOTEXCEEDING 225 SQFT WITHOUT REENTRANT CORNERS AND WITH LENGTH TO WIDTHRATIOS NOT EXCEEDING 1 1/2 TO 1. CONTRACTOR SHALL SUBMIT LAYOUT PLANSHOWING PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINTSPACING SHALL NOT EXCEED 20 FEET IN EITHER DIRECTION. SEMI-RIGID SEALANT TOBE METZGER/MCGUIRE "MM-80" OR EQUAL.SLOPE IF REQDBY SOILCONDITIONSCORNER BARSMAY BE USEDIN LIEU OFSINGLE BEND#4 VERT.MIN TYP.NOTES:1.PREDRILL CORNERS OF NOTCHES SO AS NOT TO OVER CUT.2.NOTCHES ON THE ENDS OF JOISTS AND HEADERS SHALL NOT EXCEED1/4 OF THE JOIST DEPTH.3.NOTCHES IN THE BOTTOM OF THE JOISTS ALLOWED ONLY WHERESPECIFICALLY SHOWN ON THE DRAWINGS.4.NOTCHES IN THE TOP OF JOISTS SHALL NOT EXCEED 1/4 OF THEDEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN.5.HOLES BORED IN THE JOIST SHALL NOT BE WITHIN 2 INCHES OF THETOP OR BOTTOM AND SHALL NOT HAVE A DIAMETER LARGER THAN 1/4OF THE DEPTH OF THE JOIST.NO NOTCHES INMIDDLE THIRDOF SPAN2X6 RAFTERS@ 24"OC.2X8 NAILER STRIP ATTACHEDTO ROOF RAFTERS W/ 2-16DEA RAFTEREN STAGGEREDAT TOP PLATEWHERE DBL STUD ISUSED FOR HOLDOWNUSE 16D @ 8"OC MINFULL HT BOUNDARYMEMBER ATTACHED TOHOLDOWNBLKG AT HORIZ PANELEDGES W/ EN PERSHEARWALL SCHED.FIELD NAILING PERPLAN, MIN 8D @ 12"OCU.O.N.TYP DBL TOP PLATE FACENAILING 16D @ 16"OC4-16D AT CORNERS &PARTITIONS, TYP.WHERE STUCCO FINISHOCCURS 2X BLKG W/ ST22TO HEADER & SILL, TYPDBL 2X SILL FOROPNGS OVER 6'-0"3-16D TYPEA ENDTYP EXT SHTG W/ EN @ 6"OC& FN @ 12"OC, U.O.N.2X BLKG AT PLYWDJOINTS OR WHEREWALL EXCEEDS10'-0" IN HEIGHT16D @ 12"OC AT DBLKING STUD & TRIMMEREND NAIL: 2-16DOR TOE NAIL: 4-8D2X STUDS @ 16"OCU.O.N2X PTDF SILL PLATE UON(SEE SHEARWALL SCHEDULE)DBL 2X TRIMMER & KING STUDSFOR SPANS GREATER THAN 6'-0"5" MIN 12" MAXTYP AT ALLDISCONTINUOUSSILL PLATESD = 6D FOR #3 THRU #8D = 8D FOR #9 THRU #11D = 10D FOR #14 THRU #18MIN. CONCRETEEMBEDMENTMIN. EPOXYEMBEDMENTMIN. CONCRETEEMBEDMENTMIN. EPOXYEMBEDMENT4x6TYPICAL HEADER SIZESMAX SPAN6x6LESS THAN 4'4x86x8LESS THAN 6'4" WALL6" WALL5/8" DIA x 8" EMBEDA.B. W/ 3x3x14" PLATEWASHER @ 48"OC, UONATTACH TRIMMER TOKING W/ 16D @12"OC, TYPCORNER STUDSPER TYP DETAIL16D @ 12"OC ATCORNER STUDSDATE:SCALE:DRAWN BY:CKD BY:APAS NOTED02-02-2021365 FLOWER LANE
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202010154
REINFORCINGSEE DETAILSDEPTH5'-0"MARKPIER DIAMETER16"16"PIER SCHEDULE6'-0"6X STUD1" ALL THREAD ROD20"1" ALL THREAD ROD6X STUDHOLDOWN SCHEDULEHOLDOWNMARKMIN HOLDOWNPOSTHOLDOWNCONNECTIONHOLDOWN ANCHOR(S)HDU2-SDS2.5(2)2X STUD6 (S) SDS14"X212"SSTB16(2)2X STUDSSTB24MIN ANCHOREMBEDMENT1258"4X STUDSB58x244X STUDSSTB28TAPER DEPTH INTO GRADE BEAM OR FOUNDATION SPECIFIED AT SLOPE OF (6) HORIZ. AND (1) VERT,NOTES: 1.) THICKEN GRADE BEAM OR FOUNDATION AS REQUIRED TO PROVIDE A MINIMUM OF 3" CLEARANCE FROMBOTTOM OF SSTB ANCHOR TO SOIL. EXTEND THICKENED PORTION 12" ON EACH SIDE OF ANCHOR AND3.) INSTALL TYPICAL HOLDOWN PER 5/S1.2 U.N.O. 2.) SSTBL ANCHOR BOLTS OF EQUIVALENT LENGTH TO BE USED AT CONCRETE SLAB CONSTRUCTION WITH20"AB16"7'-0"CH2H4H5H8H11H14(S)HDU4-SDS2.5(S)HDU5-SDS2.5(S)HDU8-SDS2.5(S)HDU11-SDS2.5(S)HDU14-SDS2.510 (S) SDS14"X212"14 (S) SDS14"X212"20 (S) SDS14"X212"30 (S) SDS14"X212"36 (S) SDS14"X212"2058"2058"2478" TWO POUR CONSTRUCTION.SOLE NAILING16d @ 6" O.C.16d @ 4" O.C.16d @ 3" O.C.16d @ 2" O.C.SHEAR TRANSFERA35 CLIPS @ 16" O.C.A35 CLIPS @ 16" O.C.A35 CLIPS @ 12" O.C.ANCHOR BOLTSA35 CLIPS @ 9" O.C.EN AND12" O.C. F.N.NAILINGEN ANDEN AND12" O.C. F.N.12" O.C. F.N.MARKSHEATHING12" O.C. F.N.EN AND10d @ 4" O.C.10d @ 6" O.C.10d @ 3" O.C.10d @ 2" O.C. ANCHOR BOLTS BY ONE-HALF THE DISTANCE INDICATED IN THE TABLE.5.) 'L' = INDICATES MIN. LENGTH OF SHEARWALL OR STRONGWALL REQUIRED.AND STAGGER EDGE NAILS.SHEARWALL SCHEDULENOTES: 1.) WHERE SHEATHING IS APPLIED TO BOTH FACES OF WALL, PROVIDE 3X STUDS AT PANEL EDGES AND REDUCE SPACING OF SHEAR TRANSFER CLIPS, SOLE NAILING AND3.) WHERE EDGE NAIL SPACING IS 2" OR 3" O.C. PROVIDE 3X STUDS OR BLOCKING AT PANEL EDGES, 2.) ALL NAILS SHALL BE COMMON WIRE NAILS, OR HOT-DIPPED GALVANIZED BOX NAILS1532" STRUCT IPLYWOOD4.) ALL ANCHOR BOLTS SHALL UTILIZE 3"X3"X 14" PLATE WASHER58"Ø A.B.@ 32 O.C. W/8" EMBEDMENT58"Ø A.B.@ 32" O.C. W/8" EMBEDMENT58"Ø A.B.@ 24" O.C. W/8" EMBEDMENT58"Ø A.B.@ 16" O.C. W/8" EMBEDMENTSIMPSON SW 'L' x8 STRONG WALL. SEE MANUFACTURER FOR SPECIFICATIONS. CAPACITY VARIES6.) SHEATHING MAY BE PLACED ON EITHER FACE OF WALL.7.) USE OF MACHINE NAILING IS SUBJECT TO APPROVAL BY THE PROJECT STRUCTURAL ENGINEER.6'L'4'L'3'L'2'L'8'L'SEE DETAILSSEE DETAILS16"8'-0"DSEE DETAILS1532" STRUCT IPLYWOOD1532" STRUCT IPLYWOOD1532" STRUCT IPLYWOODCAPACITY3405106558708'-6"8'-6"8'-6"8'-6"8'-0"8'-0"2'-3"
5'-9"7'-9"5'-5"5'-5"7'-0"7'-0"7'-0"912" TJI 110 @ 16"oc231ABC611'-7"611'-4"H4H466'-6"67'-9"63'-6"H4H4612'-4"H46x8 GIRDER TYP5'-6"ocMAXAAAAACCCBBBBBCCDDDDDDC1S3.11S3.11S3.12S3.12S3.12S3.13S3.1TYP4S3.14 - #5 DOWELS x 32" LENGTH. EMBED 6"INTO (E) CONC W/ SIMPSON SET-XP. (2 TOP &BOTT TO MATCH GRADE BEAM REINFORCING)4 - #5 DOWELS x 32" LENGTH. EMBED6" INTO (E) CONC W/ SIMPSON SET-XP.(2 TOP & BOTT TO MATCH GRADE BEAMREINFORCING)CONTRACTOR MUST FIELD VERIFY THAT THEREARE A MINIMUM OF 5 EXISTING 12" DIAMETERPIERS ALONG THIS WALL. CONTACT E.O.R.IMMEDIATELY IF THIS IS NOT THE CASE.612'-11"65'-4"65'-5"66'-5"H4H4H4H4H4H4H4H4H4H4H4H4H4H4H41. SEE SHEETS S1.1 AND S1.2 FOR GENERAL NOTES AND TYPICAL DETAILS.2. ALL DIMENSIONS ARE TO FACE OF STUD OR CENTER OF POST/PIER, U.O.N. VERIFY ALL DIMENSIONS WITH ARCH'L DRAWINGS PRIOR TO CONSTRUCTION.FOUNDATION / 1st FLOOR FRAMING PLAN NOTES:3. TYPICAL FLOOR SHEATHING SHALL BE 3/4" T&G CDX (48/24) NAILED W/10d SHORTS @ 6"OC ALL SUPPORTED EDGES (NO EDGE BLKG REQ'D, U.O.N)AND 10D SHORTS @ 12"OC FIELD NAILING.4. ALL EXTERIOR WALLS ARE DF#2 2X4 STUDS @ 16"OC TYP, U.O.N. ALL5. SHADED WALLS INDICATE SHEARWALLS ABOVE.6. INDICATES POST, U.O.N. 4X4 DF#2, U.O.N. INDICATES SHEARWALL TYPE ABOVE, SEE SHEARWALL SCHEDULE.INTERIOR BEARING WALLS ARE BOTH DF#2 2X4 AND 2X6 STUDS @ 16"OC TYP, U.O.N. INTERIOR WALL THICKNESS BASED OFF ARCH'L DESIGN.#'L'7. INDICATES HOLDOWN LOCATION AND SIZE. SEE HOLDOWN SCHEDULE FOR INFO.#2. WHERE CRAWL SPACE IS LESS THAN 12", PROVIDE 8 MIL VAPOR BARRIER & USE PRESSURE TREATED LUMBER FOR FLOOR FRAMING.Xref .\xref\background - Arch 1st Floor.dwgB1'-6" x 1'-6" x 24" DEEPPAD FTG4 - #5 DOWELS x 32" LENGTH. EMBED6" INTO (E) CONC W/ SIMPSON SET-XP.(2 TOP & BOTT TO MATCH GRADE BEAMREINFORCING)4 - #5 DOWELS x 32" LENGTH. EMBED6" INTO (E) CONC W/ SIMPSON SET-XP.(2 TOP & BOTT TO MATCH GRADE BEAMREINFORCING)(N) 2x8 @ 16"oc5S3.1(N) CONC. FLATWORK, SEEARCHITECTURAL DRAWINGS7S3.163'H4H46S3.1DATE:SCALE:DRAWN BY:CKD BY:APAS NOTED02-02-2021365 FLOWER LANE
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-SIGN DATE:AS NOTEDPROJECT #:999999999FOUNDATION / FLOOR FRAMING PLANPartial Foundation / Floor Framing Plan1/4" = 1'-0"202010154
(N)
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(N) PREFAB ROOF TRUSSES @ 24"ocGIRDER TRUSS DRAG TRUSS(DRAG FORCE = 1500 LBS)231ABC1S2.21S2.21S2.21S2.22S2.22S2.22S2.23S2.24S2.2SLEEP
E
R
SLEEPERSLEEPERSLEEP
E
R 5S2.22x6 RAFTERS @
24
"o
c
23'-012"5. INDICATES POST BELOW, U.O.N. 4X4 DF#2, U.O.N.4. SHADED WALLS INDICATE SHEARWALLS BELOW.INTERIOR BEARING WALLS ARE BOTH DF#2 2X4 AND 2X6 STUDS @ 3. ALL EXTERIOR WALLS ARE DF#2 2X4 STUDS @ 16"OC TYP, U.O.N.2. SEE SHEETS S1.1 AND S1.2 FOR GENERAL NOTES AND TYPICAL DETAILS.AND 8d @ 12"OC FIELD NAILING.8d @ 6"OC ALL SUPPORTED EDGES (NO EDGE BLKG REQ'D, U.O.N)1. TYPICAL ROOF SHEATHING SHALL BE 15/32" CDX (32/16) NAILED W/ROOF FRAMING PLAN NOTES:6. PROVIDE EDGE NAILING ALONG EACH DRAG MEMBER.16"OC TYP, U.O.N. INTERIOR WALL THICKNESS BASED OFF ARCH'L DESIGN.TRUSSPER PLANROOF SHTGPER PLANEN2X BLKGA35 @ 24"OC OR PERSHEARWALL SCHEDSTUD WALL PER PLANH4.5A OR H1HDR PER PLANS,WHERE OCCURS1S2.23/4" = 1'-0"Typical Roof2X FASCIA W/2-16d EA RAFTERPER ARCH'LSHTG PER PLANTRUSS PER PLANA35 @ 36" O.C.OR PER SHEARWALLSCHED.2X FASCIA W/ 2-16dTO EA. OUTRIGGER2X4 OUTRIGGER@ 24" O.C.ENEN3 - 16d2X6 BLKGEN2X4 @ 48" O.C.SHTG W/ 8d@ 6&12" O.C.ENWALLPERPLANGABLETRUSS PERARCH.SIMPSON GBC2S2.21/2" = 1'-0"Gable EndTRUSS PER PLANROOF SHTGPER PLAN2X BLKGENGIRDER TRUSS PERPLANENNOTE: OVERBUILD FRAMING NOT SHOWN FOR CLARITY.4S2.23/4" = 1'-0"Roof Framing5S2.23/4" = 1'-0"Overbuild FramingROOF SHTGPER PLANEN2x8 VALLEY SLEEPER W/3 -16d @ EA TRUSSROOF SHTGPER PLANA352x6 SLEEPERS @ 48"ocW/ 2 -16d @ EA TRUSSTRUSS PER PLANRAFTERPER PLAN2x6 KICKER @ EARAFTER TO SLEEPERFULL HT 2x6BLK, ENSUREFULL BEARINGAT BOTH ENDS2 - 16d, KICKERTO RAFTER2 ROWS OF 16d@ 12"oc, KICKERTO FULL HT BLKTRUSS HANGER PERTRUSS MANUFACTURER(N) TRUSSPER PLAN(E) ROOF SHTG16d @16"OC(E) FRAMING(N) EN3S2.23/4" = 1'-0"New To Existing(N) ROOF SHTG16d @16"OCXref .\xref\background - Arch Roof.dwg2x6 @ 24"oc6x8 BEAM6x8 BEAM
6x8 BEAM
4x8 RIDGE
9S3.18S3.1HUC68 HNGRHUC68 HNGRHUC68 HNGRHUC68 HNGRCCQ CAPCCQ CAPDATE:SCALE:DRAWN BY:CKD BY:APAS NOTED02-02-2021365 FLOWER LANE
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-SIGN DATE:AS NOTEDPROJECT #:999999999ROOF FRAMING PLANPartial Roof Framing Plan1/4" = 1'-0"202010154
2-#5 CONT T&B#3 HOOPS @ 10"oc3" MIN 1'-0"1S3.13/4" = 1'-0"Exterior Foundation5 - #4 VERTICAL BARSEQUALLY SPACE#3 HOOPS @ 12" OC3 - #3 HOOPS@ 3" OC4 - #4 DOWELS INTOGRADE BEAM12"36"1'-712" MINDEPTH PER SCHEDULE
2-#5 CONT T&B1'-0"2S3.13/4" = 1'-0"Exterior Foundation5 - #4 VERTICAL BARSEQUALLY SPACE#3 HOOPS @ 12" OC3 - #3 HOOPS@ 3" OC4 - #4 DOWELS INTOGRADE BEAM12"36"DEPTH PER SCHEDULE FLOOR JOIST PER PLANSFLOOR SHTG PER PLANSSTUD WALL PER PLANENCONT LSLRIM BOARDA35 @ 24" O.C. OR PERSHEARWALL SCHED.ENAB PER PLANSP.T. SILL16d @ 8"OC OR PERSHEARWALL SCHEDULE1'-6" MIN
ENP.T. SILLFLOOR SHTGPER PLANSSTUD WALL PER PLANENCONT LSLRIM BOARD2-16dFLOOR JOISTPER PLANSLSL BLKG @ 48"OCA35 @ 24"OC OR PERSHEARWALL SCHED.AB PER PLANSEN BLK'G16d @ 8"OC OR PERSHEARWALL SCHEDULE#3 HOOPS @ 10"oc3" MIN
1'-712" MIN
1'-6" MINPERPLANPERPLAN
5 - #4 VERTICAL BARSEQUALLY SPACE#3 HOOPS @ 12" OC3 - #3 HOOPS@ 3" OCDEPTH PER SCHEDULE
PERPLANPBS POST BASEBEAM PER PLANENFLOOR JOISTPER PLANSFLOOR SHTGPER PLANS1'-0"
MIN LSL BLKG3S3.13/4" = 1'-0"Exterior Foundation(N) EN(N) FLOOR JOISTPER PLANS(N) FLOOR SHTGPER PLANS(N) 2x BLKG W/ 2 - 16d EA BLK(N) IUS1.81/9.5 HNGR(E) FRAMING(E) FOUNDATIONFIELD VERIFYSOLID RIM EXISTS4S3.13/4" = 1'-0"New To Existing(N) 14"x4" SDS SCREWS @ 12"ocFROM (E) SOLE PLATE TO (E) RIM(N) LTP4 @ 16"oc FROMSILL PLATE TO RIM2-#5 CONT T&B#3 HOOPS @ 10"oc3" MIN 1'-0"5S3.13/4" = 1'-0"Exterior Foundation5 - #4 VERTICAL BARSEQUALLY SPACE#3 HOOPS @ 12" OC3 - #3 HOOPS@ 3" OC4 - #4 DOWELS INTOGRADE BEAM12"36"1'-712" MINDEPTH PER SCHEDULE FLOOR JOIST PER PLANSFLOOR SHTG PER PLANSSTUD WALL PER PLANENCONT 2x PTDFRIM BOARDA35 @ 24" O.C. OR PERSHEARWALL SCHED.AB PER PLANSP.T. SILL16d @ 8"OC OR PERSHEARWALL SCHEDULE1'-6" MINPERPLAN
PER PLANPER PLAN2 - #4 DOWELS PERPAD FOOTINGSIMPSON CBSQPOST PER PLAN7S3.13/4" = 1'-0"Porch FootingCONCRETE SLABPER PLANS2 - #4 EACH WAY(N) EN(N) FLOOR JOISTPER PLANS(N) FLOOR SHTGPER PLANS(N) 2x BLKG W/ 2 - 16d EA BLK(N) LUS28 HNGR(E) FRAMING(E) FOUNDATIONFIELD VERIFYSOLID RIM EXISTS6S3.13/4" = 1'-0"New To Existing(N) LTP4 @ 16"oc FROMSILL PLATE TO RIM RIDGE BM.PER PLANLSTA 21 STRAPCENTERED OVER RAFTERS(EVERY OTHER RAFTER) TYP.FULL HT.2X BLOCKING TYP.A35 @ 24" O.C.8S3.13/4" = 1'-0"Porch Roof FramingRAFTER PER PLANROOF SHTGPER PLANEN2X BLKGA35 @ 24"OCBEAM PER PLANH2.5A @EA. RAFTERPER ARCH'L2X FASCIA W/2-16d EA RAFTERCONC FLATWORK,PER ARCH'LENROOF RAFTER PERPLAN2X BARGE RAFTER2x BLKG OVERRIDGE BEAM9S3.13/4" = 1'-0"Porch Roof FramingROOF SHTG PERPLANRIDGE BEAMLOW BEAMPOST W/ PC TOP & BOTTEN2x W/ 2-16d @EA STUDPOST W/EPC CAPDATE:SCALE:DRAWN BY:CKD BY:APAS NOTED02-02-2021365 FLOWER LANE
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-SIGN DATE:AS NOTEDPROJECT #:999999999STRUCTURAL DETAILS
202010154