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HomeMy WebLinkAbout20200108_PlansSHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 1 OF 16 g-1.1 4199 Campus Dr. Irvine, 92612 General NotesCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com ARCHITECTURAL ID g-1.1 g-1.2 g-1.3 g-1.4 a-1.1 a-1.2 a-1.3 a-1.4 a-1.5 a-2.1 a-2.2 a-3.1 a-4.1 d-1.1 d-1.2 SHEET TITLE General Notes siteplan Residential construction notes Calgreen notes dimensioned slab plan floor plans reflected ceiling plans roof plan area exhibits sections sections elevations utility plans details details sheet index project information consultants building department notes general notes building department notes 10. 12. 13. 11. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. All manufactured doors and windows to be certified. All disturbed earth below slab or footings shall be re-compacted to 90% and certified as such. 1. 2. 3.Lumber: use douglas fir, larch no. 2 or better unless noted otherwise. 4. 5.Provide ground 6.Provide hose bibb with no removable backflow preventer. 7.Building shall comply with state energy regulations (Title 24, state code) see Title 24 calculations. A.Exterior joints and doors shall be caulked and weather-stripped. B.Minimum R-19 insulation in walls and R-30 in roof/ceiling – no exposed paper allowed. C.Showers/ faucets shall be equipped with flow restrictors. D.Water closets shall be state listed for water conservation. E. thermostat that meets state requirements. 8.All work shall comply with the following: A. B. C. D. 9. A.Provide tight fitting closable glass door. B.Provide flu damper. C.Outside combustion air with damper with minimum 6 sq. in. of area. Caulking shall be required between all sole plates and floors. Caulking shall be required at all penetrations in walls, ceilings and floors, including attic floors. Caulk around all door and window frames and other openings in building envelop. Lighting fixtures installed for general lighting in kitchens and bathrooms shall not have an efficiency of less than 40 lumens per watt. Safety glazing is required at all mirrored wardrobe doors. Tempered glass shall be used at all following locations: A. B.Ingress or egress doors. C. D.Glazing in an individual fixed or operable panel that meets all of the following conditions: Exposed area of an individual pane greater than 9 sq. ft. One or more walking surfaces within 36” horizontally of the glazing. E. threshold Concrete strength – per structural engineer. Mechanilcal ventilation for toilet compartment, bathrooms, laundry room shall be capable of providing 5 air changes per hour. All exhaust fans to have backdraft damper. 26. 27. 28. 29. 30. 31. 32. 33. 34. 25. and tight fitting. and a minimum of 18” clearance above the floor for all pilot lights located in garage. 40 lumens / watt or greater is required for general lighting in kitchens and rooms with water closets and recessed ceiling fixtures IC (insulation cover) approved. Bd. On garage side of wall, Floor to roof sheathing with taped joints. Ducts piercing wall between the residence living area and garage shall be 26 Ga. GI material in the garage, sealed at all edges with no openings into the garage. Water heater tanks shall be provided with seismic straps and secured to the structure in Gas water heater and FAU units shall be on 24” high platform when located in the garage 1.These plans are the property of Spectrum Architecture and Environmental Design and are not to be used for any work other than that at the location specified within these 2.No changes are to be made on these plans without the knowledge and consent of the architect/engineer whose signature appears. 3.Dimensions indicated are the dimensions to be used for construction and are to rough u.n.o. Do not scale the drawings. 4.No framing of any type is to be concealed prior to inspection by the appropriate inspector 5.All the A.S.T.M. designations are to be to latest revisions. 6.No sewer vents are to penetrate king studs supporting second story floor loads. 7. 12. 14. 15. 16. 17. 18. 10.Grading and drainage: All paving, flatwork and planters next to building shall be properly graded to carry water away from buildings. 11.Buildings shall conform to requirements of noise and energy insulation of article 4 of T25-1092 and article 5 of T25-1094 respectively. Compaction report is to be submitted and approved by the proper governing agency, if required, prior to foundation inspection. All plumbing walls are to be of 6” studs. Drain lines shall be of cast iron and fully insulated for sound attenuation. Fireplace gas valves shall be located outside of the required hearth area, plumbing contractors before construction. with all provisions of the building code, and other rules, regulations and ordinances governing the project and it shall be the responsibility of anyone supplying the labor or materials or both to the attention of the architect and owner any discrepancies or conflict between the requirements of the code and the drawings. 8.References to any detail or drawings is for convenience only and does not limit the application of such detail or drawing. 9.Dimensions and conditions at the job site shall be verified by all contractors. It is the responsibility of the contractor to examine the existing buildings and all the conditions prior to submitting bids to the owner as proposals must consider all such conditions and how they affect the work. Discrepancies in the drawings or between the drawings and the actual field condition shall be reported to the architect and the owner. Corrected drawings shall be issued by the owner prior to the installation of any work. Contractor to check and verify size and location of electrical service and plumbing runs with electrical and 19. 20.Elevator shall be State approved type and to be submitted under separate permit. Elevator support design is a deferred Submittal Water heater tank to be insulated with R – 12 exterior blanket Glass enclosure doors and panels shall be labeled category 11 – tempered Plans for automatic fire sprinkler system shall be submitted to and approved by the Orange County fire Authority Fire Chief or designatedrepresentative prior to installation. The system shall be operational prior to the issuance of a certificate of use and occupancy for all onsite structures. The walls and soffits of enclosed space under stairs shall be protected with 1- hour fire resistive protection. Provide landing on each side of an exit door. Landings at doors shall have a length measured in the direction of travel of not less than 36". Provide minimum of 4" round building/sewer line. All lighting fixtures and plumbing fixtures to be selected by owner. Building address numbers to be an illuminated fixture. Applicable building code: 2016 C.B.C. All work construction and materials shall comply Heater shall be able to produce 70 deg f @ 3’-0” above floor level and have All prefabricated fireplaces: refer to plans for specification and listing. A landing, at which a door swings over the landing, shall not exceed 1/2 inch below Wall between residence living area and garage (R – 3 to U) shall be 5/8” type X gyp. Door between R-3 and U, shall be a minimum 1-3/4” thick solid core, or 20 min. door, self closing All new heating/ cooling ducts to be insulated per C.M.C. All new Group R division 3 detached one- and two-family dwellings 5,000 square feet (511m2) including garage or larger in area shall be equipped with an approved automatic residential sprinkler system. Residential or quick-response standard sprinkler heads shall be used in the dwelling portion of the building. Finish material in showers and tubs shall be stone, tile or approved equal to 70" above finished floor. Material other than structural elements shall be moisture resistant. Provide Hardie backer 500 NER-405 as backing for tile. an approved manner. provide relief valve drain- locate per current C.P.C. Heating and air conditioning to be as per current C.M.C. All swinging doors and sliding doors. a. b. Adjacent to stairways within 60 inches horizontally of bottom tread of stairway and exposed surface is within 60 inches above nose of tread. Adjacent to stairways, landings and ramps within 36 inches horizontally of walking surface and 60 inches above walking. fault circuit interrupter as required. Electrical outlets, lighting and smoke detectors in bedrooms are to be on ARC_fault circuit interrupter. Provide cement plaster backing as a base for tile or wall panels for tub or shower enclosures or water closet compartment walls. Sec 2512 Hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Adjacent to a door where the nearest exposed edge of the glazing is within a 24" arc of either a vertical edge of the door in a closed position. c. d. e. where the bottom exposed edge of the glazing is less than 60" above the walking surface. Steel reinforcement: grade, 60 deformed. All hose bibbs shall be have approved anti-siphon device (CPC ). Provide UFER or other approved ground per CEC. Electrical work to be as per current C.E.C.13. Owner: Jack Casey Project address: 435 Aliso ave. Newport Beach Project: tear down existing 4 car garage, build new 3 car garage with ADU on second floor Sprinklers: Yes. Designed and constructed according to NFPA 13D Structural Engineer Mostafa Oloumi ADS Consulting Engineers 26895 Aliso Creek Road suite B-291 (949) 278-2477 2016 C.B.C. 2016 C.P.C. 2016 C.M.C. 2016 C.R.C. F.2016 C.E.C. 2016 California Energy Efficiency Standards Code (EES) Codes with local amendments. There shall be no trenches or excavations 5 feet or more in depth into which a person is required to descend; or obtain necessary permit from State of California, Division of Occupational Safety and Health (Cal/OSHA). This permit and any other safety permit shall be obtained prior to commence of any work. Contact Cal/OSHA at 714-558-4451 for additional information. 21. A minimum of one layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt shall be applied over studs of all exterior walls. Two layers of approved grade D or 60 minute grade D paper shall be applied over all wood base sheathing. CRC R703.2 22. All new glazing shall comply with the Standards of the U.S. Consumer product Safety Commission. Manufacturer to supply Certificate of compliance to the owner. 23. Provide 2 inch minimum clear air space between chimney and wood construction from the front faces and sides and 4 inch from the back face. CRC R1001.11 24. Grading permit and rough Grading approval are required. 25. Footings shall be examined and certified in writing be the project Soil/Geology Engineer prior to EMA inspections and placement of concrete. 26. Eighteen (18) in. clearance above floor fo all pilot lights located in garage. C.M.C. Sec. 308.1 27. Ventilation openings and access doors shall not be permitted on exposed sides. 28. All existing group R occupancies and attached garages shall be equiped with an approved automatic sprinkler system installed in accordance with section 903.2.7 CBC when: a. the total floor area is increased by 50% of the existing area over a two (2) year period. b. the total floor area is increased by 750 square feet or more over a two (2) year period. c. An additional story is added regardless of floor area. d. an alteration of over 50% or greater or existing floor area within any two (2) year period. Where the cost of installing an approved automatic residential fire sprinkler system exceeds 5 percent of the total cost of the alteration (total valuation), the required automatic spinkler system my be omitted with with the approval of the fire code official. e. the existing building has fire sprinklers. 29. New Group R occupancies, including the attached garage(s) shall be equiped with an approved automatic sprinkler system installed in accordance with section 903.2.7 CBC automatic sprinkler system is required 30. Doors that provide direct access to the swimming pool shall be provided with a barrier and /or door alarm(s) compliant with the City of Newport Beach. 31. New HVAC installations require 13 SEER rating minimum per 2005 Building Energy Standards.(CEES) 32. Provide house street number visible and legible from street. (minimum 4" high x 1"wide). 33. Maximum flow rate standards set by the California Energy commision. a. Lavatory faucets: 1.5 GPM b. kitchen faucets: 1.8 GPM c. water closets: 1.28 GPM d. shower heads: 2 GPM 34. Architect or engineer shall review and certify deferred submittals for conformance with building design criteria prior to submittal to Building Division for review. 35. Fire sprinkler permit shall be issued prior to calling for roof sheathing inspection. G.2016 G.F.C. vicinity map owners legal description 35. Anti-scalding valves required at all tubs and showers. 37. For single family detached dwelling construction, electrical load calculations shall be submitted under seperate permit to justify the size of the service. in concealed paces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished;and in openings around vents, pipes, ducts, chimneys,fireplaces and similar openings which afford a passage for the fire at ceiling and floor levels, with noncombustible materials. 41. Fire blocks required at the following locations per Section 708: 42. Plywood sheathing over exposed eaves, or other weather exposed areas, is " bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. National Pollutant Discharge Elimination System (NPDES) notes. Environmental Health: SG SG B Architectural Coatings Prior to issuance of building permits, during plan check, the Construction manager shall utilize as much as possible precoated/natural colored building materials, water-based or low-VOC coating, and coating transfer or spray equipment with high transfer efficiency, such as high volume low pressure (HVLP) spray method, or manual coartings application such as paint brush, hand roller, trowel, spatula, dauber, rag or sponge. this measure will beincluded in the construction plans and will be verified by Manager, Building Permits. Environmental Resources: SG SG B Water Conservation Prior to issuance of building permits, the project design will incorporate low-flow plumbing fixtures and reclaimed water for landscaping to minimize consumption of domestic water. The water conservation features will be verified by the Manager, Subdivision and Grading Services. SG SG B Energy Efficient appliances Prior to approval of building permits, pursuant to Title 24, California Code of Regulations (CCR's), the project design will incorporate the use of energy efficient appliances whereever feasible to minimize the ongoing use of electrical and natural gas resources. The project design will be verified by the Manager, Subdivision and Grading Services. 36. Prior to the issuance of a certificate of Use and Occupancy, written certification by a California registered engineer that the roof slope is in conformance with the approved plans shall be submitted to the City building inspector. 38. Permanently wired smoke detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. When the dwelling unit has more than one story and in dwellings with basements, a detector shall be installed on each story and in the basment. In dwelling units where a story or basement is split into two or more levels, the smoke detector shall be installed on the upper level, except that when the lower level contains a sleeping area, a detector shall be placed at the ceiling of the upper level in close proximity to the stairway. In dwelling units where the ceiling height of a room open to the hallway serving the bedroom exceeds that of the hallway by 24 inches or more, smoke detectors shall be installed in the hallway and in the adjacent room. Detectors shall sound an alarm audible in all sleeping areas of the dwelling unit in which they are located. Detectors are not to be located in kitchen, garage, or within 3 feet from door to kitchen or bathroom or supply air registers. 39. All furnaces to have 30" min. depth work space in front of them. 40. minimum 2% slope for all drainage piping. Seprate permit(s) is / are required for accessory building, landscape patio covers, fences, swimming pool, retaining wall, demolition, location, fire sprinklers and installation of AC units. etc. Items on plans that will be under seperate permit will be marked "NOT A PART OF THIS PROJECT" Energy General Requirements: c91.14.1.5.1 Maintenance information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manfactured device. c92.14.1.5.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(a)2.A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification, the installed R-value, and (in applications of loose fill insulation) the minimum installed weight per square foot consistent with the manufacturer's labeled installed design density for the desired R-value. ________________________________________ This building complies with the requirements of Title 24, Part 6 per Energy Code Works calculations. John Henderson NORTHJack Casey 435 Aliso ave. Newport Beach, CA 92625 949-838-6814 Areas for building department use: Single story residence (R3) existing Garage (U) existing Total House New garage (U) New ADU (R3) sleeping porch New ADU total TOTAL AREA Lot Area buildable area open volume area County: Orange City: Newport Beach Street address: 435 Aliso ave APN: 04906413 1,692 sq. ft. 1,114 sq. ft. 1,692 sq. ft. 911 sq. ft. 775 sq. ft. 221 sq. ft. 996 sq. ft. 2,688 sq. ft. 6,374 sq. ft. 4,305 sq. ft. (44.9%) 2,122 sq. ft. 1. In the case of emergency, call Jack Casey at work phone #949-838-6814 or home phone # 949-000-0000 2. Sediments from areas disturbed by construction shall be retained on site using structural controls to the maximum extent practicable. 3. Stockpiles of soils shall be properly contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, vehicle tacking , or wind. 4. Appropriate BMP's for construction-related materials, wastes, spills shall be implemented to minimize transport from the site to streets, drainage facilities, or adjoining properties by wind or runoff. 5. Runoff from equipment and vehicle washing shall be contained at construction sites unless treated to reduce or remove sediment and other pollutants. 6. All construction contractor and subcontractor personnel are to be made aware or the required best management practices and good housekeeping measures for the project site and any associated construction staging areas. 7. At the end of each day of construction activity all construction debris and waste materials shall be collected and properly disposed in trash or recycle bins. 8. Construction sites shall be maintained in such a condition that an anticipated storm does not carry wastes or pollutants off the site. Discharges of material other than stormwater only when necessary for performance and completion of construction practices and where they do not cause or contribute to a violation of any water quality standard; cause or threaten to cause pollution, contamination, or nuisance; or contain a hazardous substance in a quantity reportable under federal regulations 40 CFR Parts 117 and 302 9. Potential pollutants include but are not limited to: solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides, herbicides, wood preservatives and solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants and hydraulic, radiator or battery fluids; fertilizers, vehicle/equipment wash water and concrete wash water; concrete, detergent or floatable wastes; wastes from any engine/ equipment steam cleaning or chemical degreasing and superchlorinated potable water line flushing. During construction, permittee shall dispose of such materials in a specified and controlled temporary area on -site, physically seperated from potential stormwater runoff, with ultimate disposal in accordance with local, state and federal requirements. 10. Dewatering or contaminated groundwater, or discharging contaminated soils via surface erosion is prohibited. Dewatering of non-contaminated groundwater requires a national pollutant discharge elimination system permit from the respective State Regional Water Quality Control Board. 11. Graded areas on the permitted area perimeter must drain away from the face of slopes at the conclusion of each working day. Drainage is to be directed toward desilting facilities. 12. The permittee and contractor shall be responsible and shall take necessary precautions to prevent public trespass onto areas where impounded water creates a hazardous condition. 13. The permittee and contractor shall inspect the erosion control work and insure that the work is in accordance with the approved plans. 14. The permittee shall notify all general contractors, subcontractors, material suppliers, lessees, and property owners: that dumping of chemicals into the storm drain system or the watershed is prohibited. 15. Equipment and workers for emergency work shall be made available at all times during the rainy season. Necessary material shall be available on site and stockpiled at convenient locations to facilitate rapid construction of temporary devices when rain is imminent. 16. All removable erosion protective devices shall be in place at the end of each day when the 5-day Rain Probability Forecast exceeds 40%. 17. Sediments from areas disturbed by construction shall be retained on site using an effective combination of erosion and sediment controls to the maximum extent practicable, and stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities of adjacent properties via runoff, vehicle tracking, or wind. 18. Appropriate BMP's for construction-related materials, wastes, spills or residues shall be implemented and retained on site to minimize transport from the site to streets, drainage facilities, or adjoining property by wind or runoff. 43. All wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8" to the exposed ground shall be pressure treated or naturally durable to decay. CRC R317.1 item 2 structural SN1 structural notes and specifications SN2 structural notes and specifications SN3 structural notes and specifications S1 foundation plan S2 floor / roof framing plans SD1 structural details SD2 structural details SD3 structural details SD4 structural details SD5 structural details SD6 structural details HFX1 hardy details HFX2 hardy details T-24a title 24 compliance report T-24b title 24 compliance report C.1 drainage plan Seprate permit(s) is / are required for accessory building, landscape patio covers, fences, swimming pool, retaining wall, demolition, fire sprinklers and installation of AC units. etc. SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 2 OF 16 g-1.2 4199 Campus Dr. Irvine, 92612 siteplanCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com 6'-6 3/4"20'20'-11"10'-3"23'-5" 20'-1/2"10'-3"4'-0"25'-6 3/4"2'-2"2-0" min.2'2'-0" min.2'-2"2' 1'-6"7 1/2"24'-8"24'-8 1/4"3'12'-6"9'-9 1/2"24'-8 1/4"20' 20'-1 3/4" 3'-3/4" 10' min. bay window above line of eave above line of existing garage open under stair minimum clearence 4'-0" with ave. of 6'. remove existing mailbox/replace with metal mailbox on post remove all existing artificial turf plant natural turf remove brick remove brick remove vynil fence and low brick wall 86.25' FS 87.00' FS 86.50' FS 86.25' FS new 100 amp electrical meter provide second water meter for new ADU new gas meter for ADU new stone hardscape ALISO AVENUEN 40°00'00" E 49.99'(85.56)TC (85.14)FL P/LALLEYLOT 15 LOT 16 LOT 17N 39°49'57" E 49.98'N 49°59'44" W 127.51' N 49°59'47" W 127.52' 12' 30' 18'(85.51)TC(BRICK WALK)(ASPH)(BRICK)(ARTIFICIAL TURF)(LAWN)(85.48)TC (85.03)FL(86.14)TW(88.44)TP(85.7)FG(86.35)TWP/L R/WR/WC/LC/L(85.4)FG(85.4)FG(ARTIFICIAL TURF) (LAWN)(88.40)TP(85.33)TC (84.89)FL(85.48)FS (P/A)(M/B)(3' VYNIL FENCE)(WM)(WM)(SCO)(SCO)(2-CAR GARAGE) (2-CAR GARAGE) (86.08)FS (86.07)FS (86.21)FS (86.19)FS (85.99)FS (85.96)FS(85.76)FL(86.14)FS(85.69)FL(86.01)FS(86.24)FS(85.59)FL(85.92)FS(85.52)FL(85.65)FS(86.04)FS(85.8)FG (85.9)FG (P/A) (86.16)FS (86.17)FS (86.22)FS (A/U) (86.34)FF (86.38)FF (DS)(GV) (85.9)FG (WV) (86.07)FS (86.07)FS (VP)(VP)(VP) (92.38)TW (DS) (86.00)FS (86.00)FS (86.16)FS (86.29)FS (86.24)FS(86.45)FS(6' BLOCK WALL)(91.48)TW (85.56)FS (86.03)FS (86.03)FS (93.53)TW (85.83)FS (DS) (GM) (CONC)(CONC) (CONC) (86.24)FS (86.19)FS (86.27)FS (DS) (86.30)FF (86.09)TS (P/A) (P/A) (86.13)TW (85.33)FS (86.13)TW (85.36)FS (88.41)TP(85.1)FG(2' VYNIL FENCE ATOP SHORT BRICK WALL)(85.73)FS(85.83)FS(85.77)FS(85.30)BW(M/B)(85.25)TC (84.81)FL (85.22)TC (84.77)FL(85.28)BW(85.1)FG(M/B)(89.05)TP (84.84)INV (3"Ø OUTLET)(85.3)FG(86.09)TW(85.4)FG(91.25)TW (85.4)FG (86.16)TW (85.3)FG (86.6)FG (89.10)TW (P/A) (P/A) (P/A)(85.6)FG(87.03)TW (85.6)FG (87.13)TW (85.84)FS(SCO) (85.86)FS (85.86)FS (86.34)FS (86.0)FG (ENTRY) (GM)(85.73)FS(GATE) (GATE) (GATE)(GATE) (1-STORY HOUSE) (6' BLOCK WALL) (86.13) (86.17)TS (85.83)FS (85.86)FS (85.4)FG (85.46)FS (2-STORY HOUSE) (2-STORY HOUSE) (2-STORY HOUSE)(85.3)FG(85.3)FG (85.35)FS (LAWN) (86.05) TSTS (85.5)FG (85.77)FS (85.71)FS (86.0)FG (86.03)FS(92.45)TW (86.35)TW (86.10)FS (85.7)FG (85.3)FG (85.39)FS (85.85)FS (92.57)TW (91.55)TW (86.12)FS (86.08)FS (CONC) (CONC) (P/A) (87.12)TW (85.59)FS (85.59)FS (CONC) (P/A) (87.12)TW (85.59)FS (85.73)FS 6,374 S.F. 1085.66Fd1"IPille gTa g 200.00 tc210.00 brkAP 220.00brkEP1.7 o s Pil Cor NE 2385.56 tc 240.00 clMowC ur b 25 85.51 clMowCur b 0. 25o s Pil 260.00tw0.15 o sPil 27 0.00tw 2886.19pccAP2985.93 wm1.17x 1. 7 5E W 3085.94 sco 3186.21pcc0.31x0 W O gar Cor 3285.89 wm1.1 7 x1.75 E W 3385.91 sco 3486.03 pccEP0.54 x 0 S O g arC or 3585.73 pcc0.7x 0 W O Hs eC or 3685.83 pcc0.28 x 0 W Of w En d existing home to remain garage garage storage setback setback setbacksetback1/8" per ft. 1/4" per ft. 1/4" per ft. 2% 2% 2%P/LP/L P/L P/L2% 2% 2% 2% 2% SCALE: 1/8" = 1'-0"1siteplan Notes: Footings for all retaining walls, barbecues, trellises and other site related structures must be clear of any easements. Pools, spas, fences, walls and other accessory structures require separate review and permits. Provide house street number visible and legible from street. Numbers shall be of non-combustible materials in Special Fire Protection areas. Separate water meter and service to be provided for new unit Sewer collection systems, water and gas distribution systems are public. All work related to water in the public right-of-way shall be performed by a C-34 licensed Pipeline Contractor or an A Licensed General Engineering Contractor. All work related to wastewater in the public right-of-way shall be performed by a C-42 licensed Sanitation Sewer Contractor or an A Licensed General Engineering Contractor. The Accessory Dwelling unit shall be construction and finished similar to the principal dwelling w/ respect to architectural style, roof pitch, colors and materials. Single story residence (R3) existing Garage (U) existing Total House New garage (U) New ADU (R3) Enclosed sleeping porch ADU total total area Lot Area buildable area floor area limit open area volume (15%) 646 sq. ft. min. 1,692 sq. ft. 1,114 sq. ft. 1,692 sq. ft. 911 sq. ft. 775 sq. ft. 221 sq. ft. 996 sq. ft. 2,688 sq. ft. 6,374 sq. ft. 4,305 sq. ft. 8,610 sq. ft. 2,122 sq. ft Public Works Notes: 1. An approved encroachment permit is required for all work activities within the public right-of-way. 2. A Public Works Department Encroachment permit inspection is required before the Building Department Permit Final can be issued. At the time of Public Works Department inspection, if any of the existing public improvements surrounding the site is damaged, new concrete sidewalk, curb and gutter, and alley/street pavement will be required. Additionally, if existing utilities infrastructure are deemed substandard, a new 1-inch water service, water meter box, sewer lateral and/or cleanout with box and lid will be required. 100% of the cost shall be borne by the property owner (Municipal Codes 14.24.020 and 14.08.030). Said determination and the extent of the repair work shall be made at the discretion of the Public Works Inspector. 3. An encroachment agreement is required for all non-standard improvements within the public right of way. All non-standard improvements shall comply with City Council Policy L-6. SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 3 OF 16 g-1.3 4199 Campus Dr. Irvine, 92612 Residential construction notesCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com 2016 CorrList\RESIDENTIALConstructionMinimumReq 06/25/2018 1 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive | P.O. Box 1768 | Newport Beach, CA 92658-8915 www.newportbeachca.gov | (949) 644-3200 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2016 California Residential Code (CRC); 2016 California Building Code (CBC); 2016 California Plumbing Code (CPC); 2016 California Electrical Code (CEC); 2016 California Mechanical Code (CMC); 2016 Building Energy Efficiency Standards (BEES); 2016 California Green Building Standards Code (Cal Green); & Chapter 15 of the Newport Beach Municipal Code (NBMC) GENERAL: 1. Residential building undergoing permitted alterations, additions or improvements shall replace non-compliant plumbing fixtures with water-conserving plumbing fixtures meeting the requirements of 2016 California Green Building Standards Code, Section 4.303. Plumbing fixture replacement is required prior to issuance of a certificate of occupancy or final inspection by the Chief Building Official. (Civil Code, Section 1101.1 et seq., NBMC 15.11.010) 2. Issuance of a building permit by the City of Newport Beach does not relieve applicants of the legal requirements to observe covenants, conditions and restrictions, which may be recorded against the property or to obtain plans. You should contact your community associations prior to commencement of any construction authorized by this permit. 3. Prior to performing any work in the city right-of-way an encroachment permit must be obtained from the Public Works Department. 4. A site survey by a licensed surveyor shall be required prior to foundation concrete pour. 5. Garage ceiling height. The minimum unobstructed vertical clearance for parking spaces shall be seven feet, except that the front four feet may have a minimum vertical clearance of four feet. (NBMC 20.40.090 A 4) 6. Utilize one of the city’s approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (Cal Green 4.408.1, 4.408.3) 7. Stairways shall not be less than 36 inches clear width. (CRC 311.7.1) The minimum head clearance shall be 6”-8” measured vertically from the sloped line adjoining tread nosing. (CRC 311.7.2) 8. Advisory Note: Homeowners Association (HOA) approval may be required for this improvement. 9. Additional permits are required for detached structures including but not limited to: a. Accessory structures, detached patio covers, and trellises, b. Masonry or concrete fences over 3.5 ft. high, c. Retaining walls over 4 ft. high from the bottom of the foundation to the top of the wall. 2016 CorrList\RESIDENTIALConstructionMinimumReq 06/25/2018 2 CONSTRUCTION: 10. Pedestrian protection adjacent to public way to be as follows: CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED 8 feet or less Less than 5 feet Construction railings 5 feet or more None More than 8 feet Less than 5 feet Barrier and covered walkway 5 feet or more, but not more than one-fourth the height of construction Barrier and covered walkway 5 feet or more, but between one-fourth and one-half the height of construction Barrier 5 feet or more, but exceeding one-half the height of construction None 11. All exterior lath and plaster shall have two layers of Grade D paper over wood base sheathing. (CRC R703.7.3, CBC 2510.6) 12. Wall covering of showers or tubs with showers shall be of cement plaster, tile, or approved equal, to a height of not less than 72 inches above drain inlet. Backing for tile shall be cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) 13. Safety glazing shall be provided at the following hazardous locations: (CRC R308.4, CBC 2406.4) a. Swinging, bi-fold, and sliding doors. b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. c. Glazing adjacent to doors: i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. f. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread. g. Glazing in guards and railings. 14. All doors from the house into the pool area shall be equipped with an approved alarm or an approved alternate drowning prevention safety feature. (CBC 3109.4.4.2) 15. Smoke alarms shall be installed in the following locations (CRC R314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. c. On each additional story, including basements and habitable attics. 2016 CorrList\RESIDENTIALConstructionMinimumReq 06/25/2018 3 d. Not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower. e. A minimum of 20 feet horizontally from any permanently installed cooking appliance. f. Smoke alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R314.4 & R314.5 or CBC 907.2.11.5 & 907.2.11.6. 16. Carbon monoxide alarms shall be installed in the following locations (CRC R315.3): a. Outside of each sleeping area in the immediate vicinity of the bedroom(s). b. On every level of the dwelling unit including basements. c. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R315. 17. All fenestrations on windows and doors shall have U-factors (0.32 max) and Solar Heat Gain Coefficient (SHGC=0.25 max) values in accordance with T-24 energy calculations. All fenestrations must have temporary and permanent labels. TEMPORARY GENERATOR: 18. Hand operated construction tools powered by electricity must use power provided by Southern California Edison through a temporary pole or available outlet. In the rare case where electricity is not readily available and a portable temporary generator is necessary, then the following restrictions must be adhered to: a. Must be portable and may be easily relocated. b. Temporary generators are to be located a minimum distance from any property line according to the following table: Time in Use Hours Required Setback from Property Line Required Setback from Adjacent Structures 0 – 1 day 10 feet 5 feet > 1 day 20 feet 5 feet c. If the minimum distance cannot be achieved, then the generator shall be located the most extreme distance practical to inhibit noise. Other methods to inhibit noise may be utilized when practical. d. May be operational for a maximum of five consecutive calendar days. After five consecutive calendar days of use, power shall be provided through the use of a temporary power pole. e. Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM Monday through Friday. No use on the weekends or federal holidays. 2016 CorrList\RESIDENTIALConstructionMinimumReq 06/25/2018 4 FIREPLACE: 19. All fireplaces: a. Factory-built fireplaces, chimneys and all of their components shall be listed and installed in accordance with their listing and manufacturer's installation instructions. (CRC R1004.1) b. Factory built wood burning fireplaces shall be qualified at the U.S. EPA’s Voluntary Fireplace Program Phase 2 emissions level. c. Decorative shrouds shall not be installed at the termination of factory-built chimneys except where such shrouds are listed and labeled for use with the specific factory-built chimney system and are installed in accordance with manufacturer's installation instructions. (CRC R1005.2 & CMC 802.5.2.4) d. Horizontal openings are not allowed, for exhaust vents, in walls closer than 3 feet to a property line. (Tables R302.1(1)&(2)). Horizontal vent caps shall be 2 feet clear from property lines. e. Exhaust openings shall not be directed onto walkways. (R303.5.2) 20. Solid fuel burning fireplaces: a. Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid fuel burning fireplace. b. Solid fuel burning fireplace must comply with the California Energy Standards mandatory measures. c. Chimney shall extend at least 2 ft. higher than any portion of the building within 10 ft., but shall not be less than 3 ft. above the highest point where the chimney passes through the roof. (CRC R1003.9) d. Liquid fueled fireplaces are not allowed for interior use. 21. Direct vent gas appliance fireplace: a. Direct vent sealed-combustion gas appliance fireplace must comply with the Cal Green code requirements and must comply with ANSI Z21.50. (Cal Green 4.503.1) MECHANICAL: 22. Rooms containing bathtubs, showers, spas and similar fixtures shall be provided with an exhaust fan with humidity control sensor having a minimum capacity of 50 CFM ducted to terminate outside the building. (CRC R303.3, Cal Green 4.506.1, CBC 1203.5.2.1, CMC 402.5) 23. Where water closet compartment is independent of the bathroom or shower area, a fan will be required in each area. Bathrooms shall have an exhaust fan with humidity control sensor, min. 50 CFM capacity. (CRC R303.3.) 24. Where whole house fans are used in bathroom areas, the fan must run continuously and shall not be tied to a humidity control sensor. (Cal Green 4.506.1) 25. The clothes dryer vent shall not exceed 14 ft. in overall length with maximum two 90 degree elbows. (CMC 504.4.2.1) 26. Environmental air ducts shall terminate min. 3 feet from property line or openings into building, and 10 feet from a forced air inlet. (CMC 502.2.1) 27. Mechanical equipment shall be installed per the manufacture’s installation instructions. (CMC 303.1) 28. Domestic range vents to be smooth metallic interior surface. (CMC 504.3) 2016 CorrList\RESIDENTIALConstructionMinimumReq 06/25/2018 5 29. Supply and return air ducts to be insulated at a minimum of R-6. (Cal Energy Code Table 150.1-A.) PLUMBING: 30. Separate water meters are required for all new duplexes. Separate fire risers are required at each water meter. 31. Plumbing Fixtures: a. New Construction & Addition/Alterations that increases condition space area, volume, or size (Cal Green 4.303.1): i. Comply with CAL Green Mandatory Requirements b. Addition & Alteration: Existing fixtures shall be replaced to meet the following requirements: i. Shower Heads: 2.0 gpm @ 80 psi ii. Lavatory Faucets: 1.2 gpm @ 60 psi iii. Kitchen Faucets: 1.8 gpm @ 60 psi iv. Water Closet: 1.28 gallons per flush 32. Clearance for water closet to be a minimum of 24 inches in front, and 15 inches from its center to any side wall or obstruction. (CPC 402.5) 33. The water heater burner to be at least 18 inches above the garage floor, if located in a garage. (CPC 507.13) 34. Install a 3 inch diameter by 3 ft. tall steel pipe embedded in concrete slab for protection of water heaters located in garage. (CPC 507.13.1) 35. Water heaters to be strapped at top and bottom with 1 ½” x 16 gauge strap with 3/8” diameter. X 3” lag bolt each end. (CPC 507.2) 36. ABS and PVC drain waste and vent piping material is limited to 2 stories maximum. (CPC 701.2(2) (a). and 903.1.1) 37. ABS and PVC roof and deck drain material is limited to 2 stories maximum. (CPC 1101.4) 38. Roof and deck drain systems inside the building are required to be installed with directional DWV drainage fittings. (CPC 1101.4 and & 706.0) 39. Cleanouts are required within 2 feet of the connection between the interior roof and deck drain piping system, and the exterior onsite storm drain system. (CPC 1101.13) 40. All hose bibbs are to have vacuum breakers. (CPC 603.5.7) 41. The maximum amount of water closets on a 3 inch horizontal drainage system line is 3. (CPC Table 703.2) 42. The maximum amount of water closets on a 3 inch vertical drainage system line is 4. (CPC Table 703.2) 43. Provide gas line with a min capacity of 200,000 btu for water heater. (Cal Energy Code 150.0(n)) 44. Provide a condensate drain no more than 2 inches above the base of the water heater space. (Cal Energy Code 150.0 (n)) 45. Provide a straight vent pipe from the water heater space to the outside termination from the water heater space. (Cal Energy Code 150.0 (n)) 46. Insulate all hot water pipes. (Cal Energy Code 150.0 (j) (2), and CPC 609.11). 2016 CorrList\RESIDENTIALConstructionMinimumReq 06/25/2018 6 47. Isolation valves are required for tankless water heaters on the hot and cold supply lines with hose bibbs on each valve, to flush the heat exchanger. (Cal Energy Code 110.3 (7)) ELECTRICAL: 48. Electrical service to be underground for new construction, replacement building, or addition to an existing building exceeds fifty (50) percent of the gross floor area of the existing building. (NBMC 15.32.015) 49. Edison Company approval is required for meter location prior to installation. 50. Field inspectors to review and approve underground service requirement prior to concrete placement. 51. Service equipment and subpanels to have a min 30” wide by 36” deep clear work space.(CEC 110.26) 52. All lighting is required to be high efficacy. (California energy code section 150. (k) and Table 150.0-A.) 53. Provide a listed 1 inch raceway to accommodate a dedicated 208/240-volt circuit for future electrical vehicle (EV) charger. (Cal Green 4.106.4) 54. All receptacle outlets are required to be listed tamper resistant (CEC 406.12 and 250.52) 55. Combination type AFCI circuit breakers are required for all 120 volt single phase 15/20 amp branch circuits. Except for bathrooms, garages, and outdoors. (CEC 210.12) 56. At a minimum, one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11(C)(3)) 57. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory buildings, bathrooms, crawl spaces, kitchens, laundry areas, kitchen dishwasher branch circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) 58. Receptacle outlets are not allowed within or over a bathtub or shower stall. (CEC 406.9 (C)) 59. Subpanels are not allowed to be located in bathrooms or clothes closets. (CEC 240.24 (D) and (E). 60. Circuits sharing a grounded conductor (neutral) with two ungrounded (hot) conductors must use a two pole circuit breaker or an identified handle tie. (CEC 210.4(B)) Group non- cable circuits in panel (CEC 210.4(D)) 61. The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and pantry, must have a min of 2 dedicated 20 amp circuits. (CEC 210.52 (B)(1) 62. Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)) 63. Kitchen counter tops must have receptacle outlets so no point along the counter walls is more than 24 inches from a receptacle. (CEC 210.52 (C)) 64. Island and peninsular counter tops must have at least one receptacle. (CEC 210.52(C)( 1),(2),and (3)) 65. The spacing for general receptacle outlets must be located so that no point on any wall, fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)) 66. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H)) SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 4 OF 16 g-1.4 4199 Campus Dr. Irvine, 92612 Calgreen notesCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive | P.O. Box 1768 | Newport Beach, CA 92658-8915 www.newportbeachca.gov | (949) 644-3200 CALGREEN - RESIDENTIAL MINIMUM REQUIREMENTS Scope 1. 2016 California Green Building Standards Code (CG) is applicable to all new residential buildings, including but not limited to, dwellings, apartment houses, condominiums, hotels, and other types of dwellings containing sleeping accommodations with or without common toilets or cooking facilities regulated by the Department of Housing and Community Development (HCD-1). (NBMC 15.11.010, CG Section 101.3.1). 2. 2016 California Green Building Standards Code (CG) is applicable to additions or alterations of existing residential buildings where the addition or alteration increases the building’s conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. (301.1.1) Energy Efficiency 3. New one and two family dwellings and townhouses with attached private garages shall install a listed nominal 1 inch inside diameter raceway to accommodate a dedicated 208/240 volt branch circuit. (4.106.4.1) a. The raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box, or enclosure in close proximity to the proposed location of an EV charger. b. The service panel or subpanel shall provide capacity to install a minimum 40 ampere dedicated branch circuit and space reserved for installation of a branch circuit overcurrent protective device. c. The service panel or subpanel circuit directory shall identify the overcurrent protective devices space reserved for future EV charging as “EV CAPABLE.” d. The raceway termination location shall be permanently and visibly marked as “EV CAPABLE.” CorrList\RESIDENTIAL CALGreenMandatoryMeasures 01/10/2017 1 Material Conservation and Resources Efficiency 4. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or other similar method. (4.406.1) 5. Utilize one of the city’s approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (4.408.1, 4.408.3) Water Efficiency and Conservation 6. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with City’s water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1): FIXTURE TYPE MAXIMUM FLOW RATE Single Showerheads 2.0 gpm @ 80 psi Multiple Showerheads Combine flow rate of 2.0 gpm @80 psi Residential Lavatory Faucets 1.2 gpm @ 60 psi2 Common and Public use Lavatory Faucets 0.5 gpm @60 psi Kitchen Faucets 1.8 gpm @ 60 psi Metering Faucets 0.25 gallons per cycle maximum Water Closets 1.28 gallons/flush1 Wall Mounted Urinal 0.125 gallons/flush All Other Types of Urinal 0.5 gallons/flush 1. Includes single and dual flush water closets with an effective flush rate of 1.28 gallons or less when tested per ASME A122.19.233.2 for single flush and ASME A112.19.14 for dual flush toilets. 2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. Environmental Quality 8. Moisture content of building materials used in wall and floor framing is checked before enclosure according to one of the following (4.505.3): a. Moisture content shall be determined with either a probe-type or contact-type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. b. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece to be verified. c. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. 9. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other toxic requirements in Sections 94522(e)(1) and (f)(1) of the California Code of Regulations, Title 17, commencing with Section 94520. (4.504.2.3) 10. Carpet and carpet systems shall be compliant with of the following (4.504.3): a. Carpet and Rug Institute’s Green Label Plus Program. b. California Department of Public Health Specification 01350. c. NSF/ANSI 140 at the Gold level. d. Scientific Certifications Systems Indoor Advantage™ Gold 11. Minimum 80% of floor area receiving resilient flooring shall comply with one of the following (4.504.4): a. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Product Database. b. Products certified under UL GREENGUARD Gold. c. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program. d. California Department of Public Health Specification 01350. CorrList\RESIDENTIAL CALGreenMandatoryMeasures 01/10/2017 2 12. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) ADHESIVE VOC LIMIT 1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single-ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foams 50 Porous material (except wood) 50 Wood 30 Fiberglass 80 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure VOC content specified in table, see South Coast Air Quality Management District Rule 1168. SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single-ply roof membrane 450 Other 420 SEALANT PRIMERS Architectural Nonporous Porous 250 775 Modified bituminous 500 Marine deck 760 Other 750 CorrList\RESIDENTIAL CALGreenMandatoryMeasures 01/10/2017 3 13. Paints, stains, and other coatings shall be compliant with VOC and other toxic compound limits set forth in Table 4.504.3. (4.504.2.2) VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2,3 (Grams of VOC per Liter of Coating, Less Water and Less Exempt Compounds) COATING CATEGORY VOC LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat-high gloss coatings 150 Specialty Coatings Aluminum roof coatings 400 Basement specialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concrete/masonry sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form-release compounds 250 Graphic arts coatings (sign paints) 500 High temperature coatings 420 Industrial maintenance coatings 250 Low solids coatings1 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs Clear Opaque 730 550 Specialty primers, sealers and undercoaters 100 Stains 250 Stone consolidants 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coatings 420 Waterproofing membranes 250 Wood coatings 275 Wood preservatives 350 Zinc-rich primers 340 1. Grams of VOC per liter of coating, including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008. More information is available from the Air Resources Board. CorrList\RESIDENTIAL CALGreenMandatoryMeasures 01/10/2017 4 14. Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior or exterior of the building shall comply with low formaldehyde emission standards as set forth in Table 4.504.5 below (4.504.5): FORMALDEHYDE LIMITS1 (Maximum formaldehyde Emissions in Parts per Million) PRODUCT LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard2 0.13 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333-96(2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch (8 mm). 15. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity rage of less than or equal to 50% to maximum 80%. (4.506.1) 17. Duct systems are sized, designed and equipment is selected using the following methods (4.507.2): a. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 (Residential Load Calculation), ASHRAE handbooks or equivalent design methods. b. Size duct systems according to ANSI/ACCA 1 Manual D-2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19. HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20. An operation and maintenance manual, CD, web-based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances. (4.410.1) 21. Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits as set forth in Tables 4.504.5. (4.504.5.1) 23. Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (Section 703.1) CorrList\RESIDENTIAL CALGreenMandatoryMeasures 01/10/2017 5 SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 5 OF 16 a-1.1 4199 Campus Dr. Irvine, 92612 dimensioned slab planCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.comA A D D E E C C 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 B B F F 24'41'-8"32'-4"1'-6"5'1'-6"1'-4"18'-9"5'-2"8'-5"1'-6"5'1'-6"1'-4"19'-10"4'-2"41'-8"10'-10"20'10'-10"1'-2 3/4"8'-4 1/2"1'-2 3/4"1'-9 3/4"16'-4 1/2"1'-9 3/4"3 1/2"10'-3"3 1/2"20'10'-10"2'-6"3 1/2"20'-11" 3 1/2"20'-1" 24'1'-6" slope 1/8" per foot slope 1/8" per foot slope 1/8" per foot 2" 2" 2" 87.00' t.o.c. 87.00' t.o.s. 87.00' t.o.s. 87.00' t.o.c. SCALE: 1/4" = 1'-0"1dimensioned slab plan SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 6 OF 16 a-1.2 4199 Campus Dr. Irvine, 92612 floor plansCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com 5'-0"x5'-0"2'-6"x5'-0"2'-6"x5'-0" 2'-10"x8'-0" 6'-0"x6'-8" 2'-6"x5'-0"2'-6"x5'-0" 3'-0"x8'-0"2'-6"x5'-0"2'-4"x8'-0"2'-10"x8'-0"2'-4"x8'-0"1'-6"x1'-6"1'-6"x1'-6"5'-0"x5'-0"5'-0"x5'-0"2'-6"x5'-0"2'-6"x5'-0"A A D D E E C C 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 B B F FDWFD-19 d-1.1 D-16 d-1.1 f a-2.1 f a-2.1 1'-6"2'-1"8'-1/2"8'-11 1/2"4'-11" 24'41'-8"10'-2"22'-2"8'1'-4"3'-2 1/2"4'-3"5'-1"4'-1"4'-1"11'-7 1/2"4'4'1'-4"10'-10"12'-1/2"3'15'-9 1/2"41'-8"28'-10" 3'-3"4'-4 1/2"4'-4 1/2"4'-4 1/2"4'-4 1/2"8'-1" 1'-9 1/2"11'-10 1/2"11'-10" 1'-8 1/2"8'-3"2'-2 1/2"1'-9"5'-10"4'-3" 4'-11 1/2"7'-2 1/2"3'-6"8'-4" 1'-3 1/2" 12'-2"3'-6"8'-4" 7"2'-8"4'-4 1/2"4'-4 1/2"5'-2"3'-6"4'-4"3'-10"7"9'-3 1/2"13'-3 1/2"5'-6"13'3'-6"8'-4"10'2'-7 1/2"11"3'-10"3'-2 1/2"10'-6 1/2"3'-5"3'3'-2"17'-2"6'-10"4'-10" a a-2.1 a a-2.1 d a-2.1 d a-2.1 c a-2.1 c a-2.1 b a-2.1 b a-2.1 e a-2.1 18" window seat 1 2 3 7 5 19 21 23 23 16 26 2928 28 25 o.f.o.f. bedroom #1 bedroom #2 closet laundry bathroom living room kitchen 1/4" per ft.1/4" per ft. (T) (T) down 5'0"x5'0"3'-0"x7'-0"5'-0"x7'-0"1'6"x1'6"1'6"x1'6"1'6"x1'6"1'6"x1'6"1'6"x1'6" 2'-10"x7'-0"8'-0"x7'-0"16'-0"x7'-0"3'-0"x7'-0"2'-6"x7'-0"A A D D E E C C 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 B B F F D-22 d-1.1 3'-3"4'-4 1/2"4'-4 1/2"4'-4 1/2"6'-5 1/2"4'2'41'-8"10'-10"20'10'-10"5'-5"5'-5"10'10'10'-10"32'-4"8'1'-4"10'-10"10'-6"11'1'-6"2'-6"2'-6"1'-6"1'-4"24' 19'-1"4'-11"1'-6"10'-10"20'10'-10"2'-6"21'-6" 5'-1" 20' 28'-10" 3'-2" f a-2.1 f a-2.15/8" type 'x' gyp. bd. entire garage. 5/8" type 'x' gyp. bd. entire garage. 5/8" type 'x' gyp. bd. entire garage. 22 garage garage storage 87.00' t.o.c. 87.00' t.o.s. 87.00' t.o.c.up typ. CL stair a a-2.1 a a-2.1 d a-2.1 d a-2.1 c a-2.1 c a-2.1 b a-2.1 b a-2.1 e a-2.1 Floor Plan Keynotes: 1. stove top w/ hood. 2. oven. 3. refrigerator / freezer unit 4. microwave 5. sink w/ garbage disposal 6. vegetable sink 7. dish washer 8. warming drawer 9. under counter refrigerator 10. n/a 11. trash receptacle 12. n/a 13. desk 14. tub/ shower combo 15. tub 16. stand up shower 4" curb/ hot mop 17. shower seat + 18" 18. soap niche 19. frameless shatter proof glass 20. medicine cabinet 21. water closet 22. tankless water heater 23. bathroom sink 24. 30" high vanity 25. 42" guard rail 26. built in cabinet 27. linen cabinet 28. custom designed closet system 29. stacked washer/dryer per owner Floor Plan Notes: 1. All new fenestrations to have: U factor: 0.32 SHGC: 0.25 2. Fenestrations must have temporary and permanent labels. 3. install water heater with 48" clear beneath. SCALE: 1/4" = 1'-0" second floor SCALE: 1/4" = 1'-0" first floor Glazing notes: 1. Each pane of saftey glazing installed in hazardous locations shall be identified (acid etched, sand blasted, ceramic fired, etc) by a manufacturer's designation, the manufacturer or installer and the safety glazing standard which is complies. Multi-pane assemblies shall be identified per CRC R308.3.1 2. Glazing in swingin, sliding and bifolding doors 9 square feet o less shall be a minimum category classification of I (CPSC 16 CFR 1201) and II (CPSC 16 CFR 1201) when more than 9 square feet or sliding. Table R308.3.1. 3. Glazing within 24" arc of either vertical edge of the door and less than 5' from the walking surface shall be safety glazed. CRC R308.4.2 4. Glazing over 9 square feet in area with bottom edge less than 18" above the floro and exposed top edge greater than 36" above the floor shall be safety glazed. CRC 308.4.3 5. Glass used in handrails and guards shall be safety glazed. 6. Glazing in door and enclosure for hot tubs, whirlpools, saunas, steam rooms, bathrooms, showers less than 5' above the standing surface shall have a minimum category classification of II CPSC 16 CFR 1201 CRC table R308.3.1 7. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas when the bottom edge of the glazing is less than 5' above a walking surface and it is within 5' horizontally of the waters edge shall have a minimum category classification I (CSPC 16 CFR 1201) or B (ANSI Z97.1) when 9 square feet or less in area and II (CSPC 16 CFR 1201) or A (ANSI Z97.1). CRC 308.4.5 & Table R308.3.1 (1) &(2) 8. Glazing adjacent to stairway, landings and ramps where the bottom exposed edge of the glazing is less than 3' above the plan of the adjacent walking surface shall be safety glazing (CRC R308.4.6). 9. Glazing within 24" of either side of the door in the plane of the door in a closed position or glazing on a wall perpendicular to the plane of the door in a closed position and within 24" of the hinge side of an in-swinging door where the vertical edge of the door is less than 5' from the walking surface shall be safety glazed. (CRC R308.4.2) SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 7 OF 16 a-1.3 4199 Campus Dr. Irvine, 92612 reflected ceiling plansCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com 3'-2" 8-0 8-0 8-0 slope withstair5/8" type 'x' gyp. bd. entire garage. refer to detail d-23/d-1.2 5/8" type 'x' gyp. bd. entire storage. refer to detail d-23/d-1.2 5/8" type 'x' gyp. bd. entire garage. refer to detail d-23/d-1.2 open 8-0 5/8" type 'x' gyp. bd. under stair.1'-6"1'-6" 9-6 9-09-0 9-6 9-0 9-0 9-0 9-0 9-0 8-6 9-0 attic access slope with roof slope with roof SCALE: 1/4" = 1'-0"1first floor RCPSCALE: 1/4" = 1'-0"2second floor RCP SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 8 OF 16 a-1.4 4199 Campus Dr. Irvine, 92612 roof planCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com 2' 8 9 7 7 35 3 3 3 3 5 5 523'-1" top ridge18'-0" top plate18'-0" top plate 18'-0" top plate Attic Vent Calcs 1,008 sq. ft./150= 968 sq. inches of ventilation required 14 vents required at 72 sq. inches each. 4/124/12max. SCALE: 1/4" = 1'-0"1roof plan Roof Plan Notes: Minimum Class B roofing required. Roofing material: Certainteed Presidential TL Solaris ICC-ES ESR 1389 & ESR-3537 < 5 lbs per sq. ft. Roof Slope: to match existing. 4/12 verify. All ridge heights noted are to top of finish material +2". entire roof framing shall be covered in 72 lb cap sheet. Attic Vents to be tapered low profile weathermaster O'hagen Vents at 72sq. inches each. ICC ES SBCCI-9650A All roof vents and penetrations are to be consolidated and routed to side and rear elevations where possible. All vents are to be as low to roof as is allowed by code and are not to exceed the height of the nearest ridge and in conformance with the design guidelines. All visible sheet metal shall be painted to match roofing material as required. Roof gutters shall be provided with means to prevent accumulation of leaves and debris Skylights shall have a noncombustible fame, have dual glazing heat strengthened or fully tempered glass or shall have 3/4 hour fire- resistive assembly. Height Certification Required. Tile Nailing: c111.37.1 Minimum nailing shall comply with the following: c148.37.1.1 11 Gauge corrosion-resistant 3/4" into sheathing per Table No. 15-D-1. c152.37.1.2 The heads of all tiles shall be nailed c150.37.1.3 The noses of all eave course tiles shall be fastened with approved clips. c149.37.1.4 all rake tiles shall be nailed with two nails c151.37.1.5 the noses of all ridge, hip and rake tiles shall be set in a bead of approved roofer's mastic. Roof Keynote legend 1. CertainTeed- Presidential TL Solaris Shingles-Country Gray 2. Chimney 3. 3"o interior downspout location, tie to yard drains. 4. Skylight-Velux FCM 2246: ER 0199 5. location of 5" half round rain gutter. See detail 4/d-1.1 6. G.I. channel drain with felt condensate layer beneath. Flash as to assure a water tight seal. 7. Location of attic vent.- see notes above. 8. Location of attic mounted f.a.u.- see notes above. 9. Location of f.a.u. roof vent, consolidated to one roof penetration and held below the nearest adjacent ridge. 10. Location water heater vent. SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 9 OF 16 a-1.5 4199 Campus Dr. Irvine, 92612 area exhibitsCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com 774 sq ft 225 sq ft A A D D E E C C 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 B B F F 1'-6"17'-2"6'-10"6'-6 1/2"31'-1 1/2"8'9'-10 1/2"31'-9 1/2"17'-2"11'-8"4'A: B: C: total: 12.00 sq. ft. 548.44 sq. ft. 214.09 sq. ft. 774.53 sq. ft. D: E: total: 172.28 sq. ft. 48.50 sq. ft. 220.78 sq. ft. SCALE: 1/4" = 1'-0"1second floor areas SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 10 OF 16 a-2.1 4199 Campus Dr. Irvine, 92612 sectionsCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com A A C C D D E E F F B B D-05 d-1.1 D-06 d-1.1 D-13 d-1.1 D-14 d-1.1 D-18 d-1.1 D-23 d-1.1 D-23 d-1.19'9'9'9'8'7'2'2' 5/8" type 'x' gyp. bd. entire garage. over excavate 24" fill and recompact to 90% per soils report. Page 8. garage bathroom attic closet 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 D-07 d-1.1 D-08 d-1.1 D-09 d-1.1 D-20 d-1.1 D-23 d-1.1 D-24 d-1.1 9'9'9'9'8'8'5/8" type 'x' gyp. bd. entire garage. 5/8" type 'x' gyp. bd. entire garage. over excavate 24" fill and recompact to 90% per soils report. Page 8. garage storage bedroom #2bathroomkitchen 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. 105.00' top pl. hdr. 87.00' t.o.c. 96.00' t.o.s. A A C C D D E E F F B B D-15 d-1.1 9'9'9'9'7'-6"7'7'2'2'5/8" type 'x' gyp. bd. entire garage. over excavate 24" fill and recompact to 90% per soils report. Page 8. attic storage bedroom #1 bedroom #2 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 D-01 d-1.1 D-02 d-1.1 D-03 d-1.1 D-11 d-1.1 D-12 d-1.1 D-17 d-1.1 D-21 d-1.1 D-23 d-1.1 9'9'8'9'9'8'7'5/8" type 'x' gyp. bd. entire garage. 5/8" type 'x' gyp. bd. entire garage. 5/8" type 'x' gyp. bd. entire garage. over excavate 24" fill and recompact to 90% per soils report. Page 8. bedroom #2 storagegaragegarage living room atticattic 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. SCALE: 1/4" = 1'-0"asection SCALE: 1/4" = 1'-0"dsection SCALE: 1/4" = 1'-0"bsection SCALE: 1/4" = 1'-0"csection SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 11 OF 16 a-2.2 4199 Campus Dr. Irvine, 92612 sectionsCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com 3 3 2 2 1 1 9'9'8'2'-6"5'-1/4"over excavate 24" fill and recompact to 90% per soils report. Page 8. attic stair garage A A C C E E B B D D F F D-01 d-1.1 D-12 d-1.1 D-18 d-1.1 D-02 d-1.1 D-03 d-1.1 D-13 d-1.1 D-20 d-1.1 D-23 d-1.1 9'9'8'9'9'8'7'3'11 3/4"87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. attic sleeping porch garage 5/8" gyp. bd. under stair SCALE: 1/4" = 1'-0"esection SCALE: 1/4" = 1'-0"fsection SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 12 OF 16 a-3.1 4199 Campus Dr. Irvine, 92612 elevationsCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 19'9'23'-1"7'8'7'-6"9'9'8'1 1 3 3445 6 8 8 10 7 1 existing finish grade 4 12 105.00 top pl. hdr. 87.00 t.o.c. 96.00 t.o.s. hdr. @box bay 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. E E D D C C A A F F B B9'9'7'7'23'-1"9'9'8'7'1 1 2 34 445 6 8 8 7 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. hdr. 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. hdr. existing finish grade 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 89'9'7'7'9'9'8'7'8 9 111 544 3 6 1 7 93 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. hdr. 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. hdr. hdr. existing finish grade A A C C D D E E B B F F9'9'6'-10"7'23'-1"1 1 1 3 3 4 4 51 8 97 5 existing finish grade height certification required 87.00' t.o.c. 96.00' t.o.s. 105.00' top pl. Elevation Keynotes 1. exterior plaster: Merlex finish: light sand color: 2. siding: n/a finish: color: 3. door/ window trim: 1x3 wood, plaster over per details finish: light sand color: 4. facia: 9.25" Harditrim 5/4 finish: smooth, paint color: 5. roofing: CertainTeed material: Presidential TL Solaris Shingles Color: Country Gray 6. brackets: material: 4x6 wood color: 7. band: Harditrim 4/4- 3.5" over 5/4- 11.25" finish: smooth, painted color: 8. windows: Milgard material: vinyl color: Contact: John Anniballi Window Visions Inc. 949-360-0555 9. exterior doors: (Window Visions) Milgard Material: vinyl color: Contact: John Anniballi Window Visions Inc. 949-360-0555 10. garage door: material: wood color: Elevation Notes: 1. Height Certification required. SCALE: 1/4" = 1'-0" rear elevation SCALE: 1/4" = 1'-0" right elevation SCALE: 1/4" = 1'-0" front elevation SCALE: 1/4" = 1'-0" left elevation SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 13 OF 16 a-4.1 4199 Campus Dr. Irvine, 92612 utility plansCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com AFAFRAFAFAFAFR R R R R R R R R 333 3garage door garage door garage door photocellw.h.provide new meter per edison (seperate from main home.) photocellDW FR R R R R R R R R R R R R R R R RR R R R R R S S GFI GFI GFI GFI GFI S CD sd sd sd F S S 33GFI GFIGFI GFI GFI R R R ducted, whole house fan in wall above door step lights tied to photocell FAU in Attic provide in attic for FAU GFI GFI GFI R S F CD sd AF wall switch GFI outlet (110 volt) outlet 110 recessed can LED fixture (CEC compliant) surface mounted ceiling fixture (to be selected by owner) wall mounted sconce (to be selected by owner) step lights LED tube lights gas line bathroom fan hose bib utility legend UL 217 rated Smoke detector interconnected hard wired w/ battery backup UL 2034/2075 rated Carbon monoxide alarms; hard wired w/ battery backup 1. All light fixtures to be CEC approved LED fixtures. 2. All lighting shall be high efficacy per section 150.0(k). 3. All electrical outlets, lighting and receptacles are to be A.F.C.I. protected, smoke detectors are also to be A.F.C.I. protected separately from lighting and receptacles. 4. All exterior light fixtures must be connected to a controllable photocell switch. 5. provide sleeve @ roof with conduit for future solar panels. 6. provide new water meter for ADU. 7. provide new electrical meter for ADU. 8. provide new sewer lateral and sewer clean out for new unit. Moratorium alley repair is required. SCALE: 1/4" = 1'-0"1first floor utilitySCALE: 1/4" = 1'-0"2second floor utility SCALE: 1/4" = 1'-0"3utility notes SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 14 OF 16 d-1.1 4199 Campus Dr. Irvine, 92612 detailsCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com 6 3/4"4 1/2"insulation per title 24 interior drywall framing per structural plywood sheathing 2 layers grade 'd' building paper, lap over GI weep screed at footing finish plywood, back prime paint per elevations G.I. weep screed finish grade window sash window sill nailing flange framing per structural 2 layers grade "D" bldg. paper sheathing plaster to match existing over 2 layers bldg paper. insulation per till 24 insulation per title 24 exterior plaster over two layers grade "D" bldg paper, lap over window flashing at nailing flange. framing per structural nailing flange plywood sheathing painted G.I. flashing at head. window frame window sash glazing as occurs door sash line of flashing at jamb beyond threshold sheet metal flashing -solder all joints, set in sealant return beneath & up into threshold, extend down to deck surface & horizontally 6"-mlap deck w.p. mtl. over and up vertical flashing surface. finish surface 2" min.1/2"slope. glazing as occurs door sash line of flashing at jamb beyond threshold copper pan solder all joings, set in sealant return beneath & up into threshold extend down to deck surface & horizontally 6"-mlap deck w.p. mtl. over and up vertical flashing surface. finish material shall match height of material on interior surface on outswing doors. w.p. membrane to be merko weather decking system ESR- 3389 finishes shall constructed of ignition-resistant materials or approved non-combustible material composition roof shingles per roof plan w.p. membrane /roofing felt lap over sheet metal edge flashing edge flashing harditrim 9.25" per elevations hardielap over 2 layers grade D bldg paper d-21/d-1.2 2'-0" max. composition roof shingles per roof plan two layers roof felt lap o/ metal edge flashing rain gutter Hardiboard facia, per exterior elevations Hardilap siding o/ 2 layers building paper-per exterior elevations SCALE: 3" = 1'-0"D-01weep screed SCALE: 3" = 1'-0"D-02window sill SCALE: 3" = 1'-0"D-03window hdr/jamb plaster SCALE: 3" = 1'-0"D-07threshold SCALE: 3" = 1'-0"D-10threshold @ deck SCALE: 3" = 1'-0"D-11eave @ rake SCALE: 3" = 1'-0"D-12eave- typ. SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 15 OF 16 d-1.2 4199 Campus Dr. Irvine, 92612 detailsCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com finish plywood- back prime paint per exterior elevations 2 layers grade "D" building paper. lap over G.I. flashing framing per structural plans painted G.I. flashing 1x5 wood trim-back prime paint per ext. elevations 2x trim- back prime. paint per ext. elevations sheathing 2 layers bldg paper, lap over flashing at trim Hardilap over 2 layers bldg paper. sheet metal flashing over trim. Harditrim 3.5" 4/4 Harditrim 11.25" 5/4 Hardiboard over 2 layersbuilding paper overexterior plywood sheating Hardiboard trim plywood sheathing Hardilap over 2 layersbuilding paper overexterior plywood sheating lap paper over sheet metalflashing over trim Harditrim 5.5" 5/4 plywood sheathing Hardiboard trimmer 5 1/2"5 1/2" hardietrim 5.5" 5/4 hardielap per elevations over 2 layers bldg paper 11 1/4"sheathing Hardiboard siding over 2 layers bldg paper. Harditrim 3.5" Harditrim 11.25" flashing over top of hardielap 1"min.structural framing ridge tile and booster set in mortar roofing felt o/ plywood provide continuous sheet o/ ridge & sheet o/ nailer. provide a base sheet of bituthene over ridge nailer field tile note: provide continuous bituthene sheet over all joints and intersections of roof planes and roof / wall intersections, typical. hold insulation down 1" from roof sheathing as required for ventilation.3'-6"10"10"10"8"8"10"10"10"10"8"10"10"10"8"3'-6"3'-6"up 15 risers @ 7.2" = 9'-0" total rise. D-20/d-1.2 down 3'-6" min.34" at stair nosing2" wide iron ogee handrail finish to match ballusters iron ballusters. design such that a 4" sphere cannot pass between refer to interior design plans for pattern attach per structural engineer exterior plaster 2x nailer guard rail to be designed to resist 20#/ft. horizontal load at top of rail. -typ. refer to detail 23/S5.50 1/2"hardilap o/ bldg. paper lap o/ flashing painted metal flashing set in sealant metal flashing (spring load for tight fit over shingles). roofing shingles- see roof plan roof underlayment 2" flat top rail 5/8" round pickets welded t&b 1 1/2" bottom rail mounted to curb all iron to be hand wrought iron elements w/ hammer marks- powder coated per exterior elevations double top plate 5/8" type 'x' gyp. bd. garage side- 4' wide applied horizontally. taped w mud (both sides at interior walls) 21⁄4" #6 Type S drywall screws @ 12" o.c. fastener heads covered w/ joint compound 2x4 wood studs at 16" o.c. 3 1/2" mineral wool insulation (2.5 PCF) 3/8" min. wood structural panel applied vertically w/ horizontal joints blocked 7/8" plaster. Tests conducted at the Fire Test Laboratory of National Gypsum Research Center WP-1261 (Fire Endurance & Hose Stream) 1'-4" 1 1/8" sheathing per struct. framing per structural 5/8" typ. 'x' gyp. bd. 1.5" min. mineral wool insulation (2.5 PCF nominal) resilient channels attached perpendicular to floor joists report No. WHI-694-0159 sheathing Installed per coderequirements with minimum 8d common nails and glued to joist top flanges with AFG-01 construction adhesive Minimum 5/8 inch thick Type C gypsum wallboard installed with long dimension perpendicular to resilient channels and fastened to each channel with minimum 1 inch long Type S drywall screws. Fasteners spaced 12 inches on center in the field of the wallboard, 8 inches on center at wallboard end joints, and 3/4 inches from panel edges and ends. End joints of wallboard staggered. provide cork layer above sheathing to equal sound attenuation equal to carpet and pad. SCALE: 3" = 1'-0"D-13garage door hdr./jamb SCALE: 3" = 1'-0"D-14cantelever SCALE: 1 1/2"= 1'-0"D-15window box out cantelever SCALE: 3" = 1'-0"D-16corner trim SCALE: 3" = 1'-0"D-17banding SCALE: 3" = 1'-0"D-18ridge SCALE: 1/2" = 1'-0"D-19stairs SCALE: 1 1/2"= 1'-0"D-20guardrail section SCALE: 3" = 1'-0"D-21'z' bar flashing SCALE: 1/2" = 1'-0"D-24guardrail design SCALE: 3" = 1'-0"D-221 hour wall SCALE: 3" = 1'-0"D-231 hour floor SHEET NO:PLOT DATE:SCALE:6.25.2019T-24-aDRAWING TITLE:Title-24Compliance ReportPLAN NUMBER:2600 Michelson Drive, Suite 1700 Irvine, Ca. 92612TEL: 949.240-1867 www.energycode.com plans@energycode.com Casey ADU 1837 Seadrift Drive Corona Del Mar, Ca. 926251/4"=1'-0" 24x36 SHEET NO:PLOT DATE:SCALE:6.25.2019T-24-bDRAWING TITLE:Title-24Compliance ReportPLAN NUMBER:2600 Michelson Drive, Suite 1700 Irvine, Ca. 92612TEL: 949.240-1867 www.energycode.com plans@energycode.com Casey ADU 1837 Seadrift Drive Corona Del Mar, Ca. 926251/4"=1'-0" 24x36 SHEET TITLE / / DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT MARK DATE SHEET 16 OF 16 C.1 4199 Campus Dr. Irvine, 92612 drainage planCasey ResidenceSpectrum Architecture 435 Aliso Ave. NewportBeach CAHN No. C17283O OJDA V ID N NHEDE R SE NSE D RCHIT ECTLIC A STTOEF CA IL FORNIAAREN. 12/31/19 949-509-6567 www.spectrumarchitecture.com 6'-6 3/4"20'20'-11"10'-3"23'-5" 20'-1/2"10'-3"4'-0"25'-6 3/4"2'-2"2-0" min.2'2'-0" min.2'-2"2' 1'-6" 3'-3/4"20'-10 1/2"10' min. bay window above line of eave above line of existing garage open under stair minimum clearence 4'-0" with ave. of 6'. 86.25' FS 87.00' FS 86.50' FS 86.25' FS new stone hardscape P/A P/A P/A P/A P/AP/A 86.42' FS 85.84' trench drain 85.84' trench drain inv. 85.00 86.60' FS 86.50' FS 86.42' FS 86.84' FS D.S. 86.5 inv.85.5 4" dia. 21' french drain in 2x2 gravel pit. elev. 82.5 inv. 84.16 inv. 84.16 D.S. inv 85.5 D.S. 86.5 inv 85.00 D.S. inv.85.5 D.S. inv.85.5 ds 86.22 inv.85.24 d.s.86.75' inv 84.96' P/A new 100 amp electrical meter provide second water meter for new ADU new gas meter for ADU new stone hardscape P/LALLEYLOT 15 LOT 16 N 39°49'57" E 49.98'N 49°59'44" W 127.51' N 49°59'47" W 127.52'P/L R/WC/L(WM)(WM)(SCO)(SCO)(2-CAR GARAGE) (2-CAR GARAGE) (86.08)FS (86.07)FS (86.21)FS (86.19)FS (85.99)FS (85.96)FS(85.76)FL(86.14)FS(85.69)FL(86.01)FS(86.24)FS(85.59)FL(85.92)FS(85.52)FL(85.65)FS(86.04)FS(85.8)FG (85.9)FG (P/A) (86.16)FS (86.17)FS (86.22)FS (A/U) (86.34)FF (86.38)FF (DS)(GV) (85.9)FG (WV) (86.07)FS (86.07)FS (VP)(VP)(VP) (92.38)TW (DS) (86.00)FS (86.00)FS (86.16)FS (86.29)FS (86.24)FS(86.45)FS(6' BLOCK WALL)(91.48)TW (85.56)FS (86.03)FS (86.03)FS (93.53)TW (85.83)FS (DS) (GM) (CONC)(CONC) (CONC) (86.24)FS (86.19)FS (86.27)FS (DS) (86.30)FF (86.09)TS (P/A) (P/A)(85.73)FS(85.83)FS(85.77)FS(86.34)FS (86.0)FG (ENTRY) (GM)(85.73)FS(GATE) (GATE) (GATE) (1-STORY HOUSE) (6' BLOCK WALL) (86.13) (86.17)TS (85.83)FS (85.86)FS (85.4)FG (2-STORY HOUSE) (86.05) TSTS (85.5)FG (85.77)FS (85.85)FS (92.57)TW (91.55)TW (86.12)FS (86.08)FS (CONC) (CONC) (P/A) (87.12)TW (85.59)FS (85.59)FS (CONC) (P/A) (85.73)FS 6,374 S.F.1085.66 Fd1"IPill e gTa g 28 86.19 pccAP29 85.93 wm1.1 7 x1. 75 E W30 85.94 sco 31 86.21 pcc0.3 1 x 0 W Og ar C or 32 85.89 wm1.1 7x1.7 5 E W 33 85.91 sco 34 86.03 pccEP0.54x 0 S Og ar C or 35 85.73 pcc0.7x0W O Hs e C or 36 85.83 pcc0.28x 0 W Of w End existing home to remain garage garage storage setback setback setback1/8" per ft. 1/4" per ft. 1/4" per ft. 2% 2% min. 2% min. 2% min. 2%P/LP/L P/L 2% 2% min. SCALE: 1/4" = 1'-0"1drainage plan 2,329 sq. ft. of Impermeable surface. provide 4" diameter 21' long french drain set in 1 cf of gravel for each foot in length. all surface areas should drain towards the french drain. Casey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. ® ®Casey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. ®®®®®®®®®®®®®®®®®®®®®®RCLISRRRWCBLRRRCLISRRRRRRRRRRCCCCRFOIIIIOOOFFFR®®®®®®®®Casey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. AADDEECC1122334455667788BBFFAADDEECC1122334455667788BBFFslope 1/8" per footslope 1/8" per footslope 1/8" per foot2"2"2"87.00' t.o.c.87.00' t.o.s.87.00' t.o.s.87.00' t.o.c.Casey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. AADDEECC1122334455667788BBFFAADDEECC1122334455667788BBFFCasey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. (((((((((((((((((((((((((((((((((((((Casey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. Casey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. Casey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. Note:ID: SC:BORM 09-11-18WHDC-231" = 1'-0"©Drop Beam ConnectionFlush Beam ConnectionCasey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. Casey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. Casey ResidenceISSUESHEETPROJECTCLIENTNOTICETHESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS,DESIGNS,AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF A.D.S. CONSULTING ENGINEERS, ANDNO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, ORUSED IN CONNECTION WITH ANY OTHER WORK OR PROJECTOTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEENPREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OFA.D.S. CONSULTING ENGINEERS. VISUAL CONTACT WITH THESEDRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVEEVIDENCE OF THESE RESTRICTIONS.WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVEPRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALLVERIFY, AND BE RESPONSIBLE FOR, ALL DIMENSIONS ANDCONDITIONS ON THE JOB. THIS OFFICE MUST BE NOTIFIED OFVARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BYTHESE DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED TO THISOFFICE FOR REVIEW BEFORE PROCEEDING WITH FABRICATION.PRELIMINARY DOCUMENTSNOT FOR CONSTRUCTIONTHESE DOCUMENTS HAVE NOT BEEN COMPLETELY REVIEWED BYA.D.S. CONSULTING ENGINEERS OR BY THE BUILDING OFFICIAL.THESE DOCUMENTS ARE SUBJECT TO REVISION. FUTUREREVISIONS MADE MAY NOT BE CLEARLY INDICATED AS SUCH. ANYBIDS MADE OR CONSTRUCTION PERFORMED BASED ON THESEDOCUMENTS IS THE RESPONSIBILITY OF THOSE MAKING THE BIDOR PERFORMING THE CONSTRUCTION. THESE DOCUMENTS HAVEBEEN ISSUED AS AN ENGINEERING PROGRESS CHECK SET OR FORTHE USE OF THE BUILDING OFFICIAL.26895 Aliso Creek RoadSuite B-291Aliso Viejo, CA 92656TEL: (949) 278-2477Email: mail@adsce.netCONSULTING ENGINEERSMr. Jack CaseyNewport Beach, CA 92625435 Aliso Ave.Newport Beach, CA 92625435 Aliso Ave. HFX-24xHFX-21xHFX-18xHFX-15xHFX-12xHFX-9x1-1/8-STD-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RA1-1/8-STD-BB-RA1-1/8-HS-BB-RARod DiaRod GradeStirrupsAnchoragePanel Width12,3BB-RA leShear Ties Model45679 (in) (in)a1 C a2C 129151821241-1/8STD HSSTD HSSTD HSSTD HSSTD HSSTD23158 - # 414 - # 413 - # 418 - # 419-3/420-5/811# 4 (min) @ 4" OC16 - # 4# 3 (min) 3-3/4" OC# 3 (min) @ 4" OC@ 15 - # 4HFX-24xHFX-21xHFX-18xHFX-15xHFX-12xHFX-9x1-1/8-STD-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RA1-1/8-STD-RA1-1/8-HS-RARod DiaRod GradeStirrupsAnchoragePanel Width12,3RA leShear Ties Model45679 (in) (in)a1 C a2C 129151821241-1/8STD HSSTD HSSTD HSSTD HSSTD HSSTD8 - # 410 - # 419-3/420-5/8# 4 (min) @ 4" OC# 3 (min) 3-3/4" OC# 3 (min) @ 4" OC@ 15119 - # 411 - # 412 - # 41-1/8-STD-13-191-1/8-HS-20-301-1/8-STD-14-201-1/8-HS-20-30Rod DiaRod GradeAnchoragePanel12,3UAModel456a1 C a2C 78" - 10'78" - 13'14' - 20'78" - 13'14' - 20'1-1/8 HSSTD HSSTD HSSTD20HFX-12x132014HFX-15x, 18xHFX-15x, 18xBalloonHFX-21x, 24xHFX-21x, 24xBalloon1-1/8-STD-14-201-1/8-HS-23-341-1/8-HS-20-30HFX-9x142320Height301930202034301-1-2018HFX1DATE:ANCHORAGE DETAILS - HFX PANELS THIS DETAIL SHEET IS NOT PROPRIETARY AND IS NOT REQUIRED FOR PLAN SUBMITTAL WITH HARDY FRAME PRODUCTS REVISIONSDATE1.DESIGNS ARE TO RESIST LOADING PER ACI 318-14, SECTION17.2.3.4.3.2.STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITHDOUBLE NUTS ON THE EMBED END.3.HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7WITH A 1/2"X3"X3"(MIN) HFPW PLATE WASHER INSTALLED WITHDOUBLE NUTS ON THE EMBED END (HFXBB NOT REQUIRED).4.LE = LENGTH OF EMBEDMENT FROM THE TOP OF FOOTING ORGRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OFTHE EMBEDDED HFPW PLATE WASHER @ HS ANCHORS)5.CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THEFOOTING OR GRADE BEAM.6.CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONTAND THE BACK FACE OF THE FOOTING OR GRADE BEAM.7.SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FORNEAR EDGE DISTANCE CONDITIONS PER ACI-318-14, F'C = 2,500PSI. CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FORUA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA.8.FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED ATSTEM WALLS. SHEAR TIES ARE NOT REQUIRED FORINSTALLATION AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATIONON WOOD FRAMING, OR FOR IRC BRACED WALL PANELAPPLICATIONS.9.STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE ANDSPACING. SEE “STIRRUP LAYOUT” DIAGRAMS AND “KEY” FORLAYOUT PATTERNS.10.CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-14,SECTION 17.7.1 BACK TO BACK REINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - BB - RAROD GRADE"BACK TO BACK" INSTALLATIONREINFORCED ANCHORAGEROD DIAMETERREINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - RAROD GRADEREINFORCED ANCHORAGEROD DIAMETER UNREINFORCED ANCHORAGE NOMENCLATURE1-1/8 - STD - 14 - 20ROD GRADEEMBEDMENT DEPTH ( )END & EDGE DISTANCE ( & )ROD DIAMETERa1leCa2le&C2-3/4" FORPANEL ONCONCRETE A18-3/4"15-3/4"12-3/4"9-3/4"8-1/2"5-1/2"1-3/4"2-5/8"9"12"15"18"21"24"HFX-9xHFX-12xHFX-15xHFX-18xHFX-21xHFX-24x AHFX-18xHFX-9xHFX-21xAABBAABBAABB7 EQSPAHFX-24x5 EQSPA4 EQSPAHFX-18xHFX-9xHFX-12xHFX-15xHFX-21xHFX-24x3 EQSPA4 EQSPAABBAAAAABBBBAAAAAAABBBBBBA2 EQSPAKEY3 EQSPA4" Min. 2'-6"Ca1Ca226" MinCa2Ca222" MinCa2Ca2Ca2Ca1Ca1Ca1Min. 2'-6"le + 1"7 34"1"RADIUS7 34"1"RADIUS135° BEND135° BEND2 12" (Min) Over-LapLENGTH(1A/HFX1)RADIUS:# 3 = 3 14" Min# 4 = 4 14" Min16"13" Min15" Max9" Min11" MaxLENGTH(1A/HFX1)RADIUS:# 3 = 1 12" Min# 4 = 2" Min2 12" (Min) Over-LapLENGTHRADIUS:# 3 = 1 12" Min# 4 = 2" Min2 12" (Min) Over-Lap B A BHFX-9xHFX-12xHFX-15xHFX-18xHFX-21xHFX-24x7-1/2"10-1/2"12"15"18"21" Length NOT REQUIRED WHENSHEAR TIES79.5" - 8'TOP OF CONCRETEA = 2-1/2" o.c.B = 1-1/4" ea Side of HDKEYA = 3" o.c.B = 1-1/2" ea Side of HDA.#4 (Min) Longitudinal RebarTop and Bottom by EORB.le - 3"C.le per TableD.le + 7"E.CL = 10" Min, 12" MaxF.2'-2" (Min)G.±1" From Top of Concreteto CL of Shear TieH.1" CL @ Upper Two TiesI.Shear Ties per TableJ.2'-6" (Min) UNO by EORK.Stirrups per TableL.Ca1 per Table 4" A B C F E A B C D F E DCURB @ OUTSIDE CORNERCONTINUOUS FOOTINGCURB (12" MIN WIDTH)EXTERIOR SLABINTERIOR SLABCURB @ OUTSIDE CORNERCONTINUOUS FOOTINGCURB (6" MIN) WIDTHEXTERIOR SLABINTERIOR SLABSTEM WALL @ OUTSIDE CORNERCURB @ OUTSIDE CORNERCURB (6" MIN) WIDTHEXTERIOR SLABINTERIOR SLAB B C D H G K I A L B C D G K I A L B C D D E CA.#4 (Min) Longitudinal RebarTop and Bottom by EORB.12" MinC.15" MinD.22" MinE.CL = 6" Min, 8" MaxF.1'-10" (Min)G.±1" From Top of Concreteto CL of Shear TieH.1" CL @ Upper Two TiesI.Shear Ties per TableJ.2'-6" Min UNO by EORK.Stirrups per TableL.Ca1 per TableA.Shear Ties per UA TableB.10" Max or per PlansC.le per TableD.Ca2 per TableE.±1" from Top of Concreteto CL of Shear TieF.1" CL @ Upper Two TiesG.Shear Ties per RA Tablewhen Top of Concrete is≥8" above Top of SlabH.12" MinI.Ca1 per Table J JHFB7 A1.ANCHORAGE IS DESIGNED FOR TENSION ANDSHEAR TRANSFER ONLY, FOUNDATION DESIGNPER EOR.2.REINFORCEMENT SHOWN IS THE MINIMUMREQUIREMENT AND IS NOT INTENDED TOREPLACE REINFORCEMENT DESIGNED BY THEEOR.3.FOR RA AND BB-RA INSTALLATIONS, THEHFXBB BOLT BRACE MAY BE PLACED ON TOPOF THE STIRRUPS WITH DOUBLE-NUTSINSTALLED AT EMBED END OF STANDARDGRADE ANCHOR RODS. (NOTE: 12" x 3" x 3" MIN.HFPW PLATE WASHERS ARE REQUIRED TO BEDOUBLE-NUTTED AT EMBED END OF HIGHSTRENGTH ANCHOR RODS.)4.HIGH STRENGTH ALL-THREAD RODS PROVIDEDBY HARDY FRAMES ARE STAMPED ON BOTHENDS.WidthModelModelEDGE VIEW2 - # 31 - # 3 (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) (in) H G F H I IEdge DistanceEnd Distance2-3/8"6-1/4"7-3/8"8-3/8"9-3/8"10-3/8"2-3/8"3-1/2"4-1/4"5"5-1/2"6"Shear Ties 7,8≥≥HFX-12xHFX-15xBBB2 EQSPAB3 EQSPAAAAA123AB1A1B2A2B3A3BHFX ANCHOR CENTERLINESIMPORTANT NOTESUA SECTIONS & ELEVATIONSUA SHEAR TIESRA SHEAR TIES & STIRRUPSRA SECTIONS & ELEVATIONSBB-RA SECTIONS & ELEVATIONSBB-RA SHEAR TIES & STIRRUPSUNREINFORCED ANCHORAGE (UA)REINFORCED ANCHORAGE (RA)BACK TO BACK REINFORCED ANCHORAGE (BB-RA)TABLE NOTESIMPORTANT!"RA" SPA(2A/HFX1) REVISIONSDATEFRAMING DETAILS - HFX PANELSDATE:THIS DETAIL SHEET IS NOT PROPRIETARY AND IS NOT REQUIRED FOR PLAN SUBMITTAL WITH MITEK HARDY FRAME PRODUCTS®NOTE:ATTACHMENTS TO ADJACENTTRIMMERS MAY BE MADE ATPREPUNCHED SCREW HOLES ORWITH SELF TAPPING SCREWS(#12 AT EDGES, #10 AT FACE).SECTION BSECTION AOPTIONAL INSTALLATION WITHHARDY FRAME BASEEXTENSION (HFBX) FORADJACENT FRAMINGHFBX#10 SELF-TAPPING SCREWSAT FACE OF PANEL.(BUGLE HEAD WITH SELFDRILLING TIP SHOWN) #12 SELF-TAPPING SCREWSAT EDGE OF PANEL.(BUGLE HEAD WITH SELFDRILLING WING TIP SHOWN)BUGLE HEADWAFER HEADFLAT TRUSSMODIFIED TRUSSHEX HEADSELF DRILLING TIPSELF DRILLING WING TIP#10 SELF-TAPPING SCREWSAT FACE OF PANEL.(HEX HEAD WITH SELFDRILLING TIP SHOWN)NOTES:A.SURFACE FINISHES, CONNECTORS AND FIXTURES ARE ATTACHED TO THE PANELFACE WITH # 10 SELF-TAPPING SCREWS SPACED NO LESS THAN 2-1/4" OC.B.ATTACHMENTS TO THE PANEL EDGES ARE MADE WITH # 12 SELF-TAPPING SCREWS.C.STRUCTURAL CONNECTIONS ARE TO BE DESIGNED BY THE DESIGN PROFESSIONAL.D.STRUCTURAL HARDWARE USED TO TRANSFER LOADS SHOULD NOT EXCEED 12GAUGE. 21" PANEL 24" PANEL 18" PANEL 9" PANEL 12" PANEL 15" PANEL15" Width = 863-1/2HFX-15,18,21 & 24x14164-1/41-1/8HFX-15,18,21 & 24x15HFX-15,18,21 & 24x16HFX-15,18,21 & 24x17176-1/4188-1/4200-1/4 Top Screw Qty (ea)18" Width = 1021" Width = 1224" Width = 14 1Hold DownDiameter (in)HFX-15,18,21 & 24x18HFX-15,18,21 & 24x19HFX-15,18,21 & 24x20212-1/4224-1/4236-1/4Screw QtyAvailable atEdges (ea)7843-1/292-1/41-1/8HFX-12,15,18,21 & 24x9HFX-12,15,18,21 & 24x10HFX-15,18,21 & 24x11104-1/4116-1/4128-1/4 ModelNumber Net Height (in) Depth (in) 1Hold DownDiameter (in)HFX-15,18,21 & 24x12HFX-15,18,21 & 24x13140-1/4152-1/4Screw QtyAvailable atEdges (ea)56HFX-12,15,18,21 & 24x7878HFX-9x79.579-1/2 Top Screw Qty (ea) ModelNumber Net Height (in) Depth (in) 23 23PANCAKE FIXTUREAS NEEDEDINSTALLATION INSTRUCTIONS1.WHEN INSTALLING ON CONCRETE CONNECT WITH (1 EA) HARDENED ROUNDWASHER BELOW (1 EA) GRADE 8 NUT, SECURE WITH A DEEP SOCKET(RECOMMENDED) UNTIL SNUG TIGHT. ALTERNATE WASHERS AND NUTSARE PROVIDED IN TABLE NOTE 1.2.INSTALLATION ON CONCRETE PROVIDES THE HIGHEST ALLOWABLEVALUES. CONFIRM WITH THE DESIGN PROFESSIONAL BEFORE INSTALLINGON OTHER SUPPORTING SURFACES.3.USE 1/4"X4-1/2" MITEK PRO SERIES WS SCREWS AT TOP CONNECTIONSWITH A 2x FILLER. IF THE TOP OF PANEL IS IN DIRECT CONTACT WITH THECOLLECTOR ABOVE (TOP PLATES, HEADER, BEAM, ETC.) USE1/4 x 3"(MINIMUM)4.FOR INSTALLATIONS WITH A FILLER GREATER THAN 1-1/2" ABOVE, OR WHENSPECIFIED BY THE DESIGN PROFESSIONAL, ADJACENT KING POSTS TOBRACE THE OUT-OF-PLANE HINGE CAN BE CONNECTED WITH 1/4" DIA.SCREWS THROUGH PRE-PUNCHED HOLES AT THE PANEL EDGES.1.HOLD DOWN ANCHOR BOLTS CONNECT TO THE PANEL BASE WITHHARDENED ROUND WASHERS BELOW GRADE 8 NUTS. ALTERNATEWASHERS ARE (2 EA) ROUND-FLAT OR (2 EA) SAE WASHERS ON EACHBOLT. ALTERNATE NUTS ARE 2H HEAVY HEX.2.1/4" DIAMETER MITEK PRO SERIES WS SCREWS. LENGTH IS 3" (MINIMUM)WHEN ATTACHED DIRECTLY TO THE COLLECTOR AND 4-1/2" (MINIMUM)WHEN INSTALLING A 2x FILLER ABOVE THE PANEL.3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS IS REQUIRED AT THEPANEL EDGES WHEN INSTALLING A FILLER ABOVE THE TOP CHANNELTHAT IS GREATER THAN 1-1/2" OR WHEN SPECIFIED BY THE DESIGNPROFESSIONAL.HFX-9x893-3/41.(A) PRE-WELDED STRAPS ARE PROVIDED ON 78" AND 79-1/2" PANEL HEIGHTS.THEY ARE AVAILABLE FOR OTHER HEIGHTS UPON REQUEST.(B) FIELD INSTALLED STRAPS WITH SELF TAPPING SCREWS ARE PERMITTED.THE DESIGN AND CONNECTION IS BY THE DESIGN PROFESSIONAL.2.A 2x WOOD FILLER WITH 1/4"x4-1/2" (MIN.) WS SCREWS IS PERMITTED.3.WHEN CRIPPLE STUDS OCCUR, SHEAR TRANSFER DESIGN TO BE PER THEBUILDING DESIGN PROFESSIONAL.4.A 1" DIA. HOLE MAY BE ADDED IN THE PANEL FACE WHEN IT IS LOCATED INTHE UPPER HALF OF THE PANEL HEIGHT AND IS 4" MINIMUM FROM ANYEDGE. FOR PANELS MORE THAN 12" WIDE, ADDITIONAL HOLES MUST BEOFFSET 1" MINIMUM FROM THE 3" DIA. PREPUNCHED HOLE. FOR HOLESLARGER THAN 1" DIAMETER OR TO ADD MORE THAN ONE HOLE CONTACTMITEK HARDY FRAME TECHNICAL SUPPORT AT (800) 754-3030.11. 15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE.2. NUTS AND WASHERS PER TABLE NOTE 1.3. ADJACENT FRAMING OPTIONAL U.N.O. BY BUILDING DESIGN PROFESSIONAL.321.TRIMMERS PROVIDE FULL BEARING FOR HEADER ABOVE, DESIGN ANDCONNECTIONS BY BUILDING DESIGN PROFESSIONAL.2.6x HEADER.3.WOOD MEMBERS FOR BACKING MAY BE INSERTED VERTICALLY OR HORIZONTALLYIN THE PANEL CAVITY AS NEEDED.4.WOOD MEMBER FLUSH TO FACE OF WALL FOR BACKING AS NEEDED.1124311.PLUS OR MINUS 1-1/2" GAP TO BE FILLED WITH 5,000 PSI NON-SHRINKGROUT (MINIMUM).2.NUT AND WASHER GRADES PER TABLE NOTE 1.1.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEEN PANEL BASE AND CONCRETE.2.NUTS AND WASHERS PER TABLE NOTE 1.1221.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDEDBETWEEN PANEL BASE AND TREATED PLATE.2.NUTS AND WASHERS PER TABLE NOTE 1.211.15# FELT OR EQUIVALENT MOISTURE BARRIER RECOMMENDED BETWEENPANEL BASE AND CONCRETE.2.NUTS AND WASHERS PER TABLE NOTE 1.3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED AT THEPANEL EDGES WHEN INSTALLING A FILLER GREATER THAN 1-1/2" ABOVE ORWHEN SPECIFIED BY DESIGN PROFESSIONAL.2131.WOOD FILLER WITH USP MP4F CONNECTORS BOTH SIDES, QUANTITY BYBUILDING DESIGN PROFESSIONAL.2.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES3.ADJACENT FRAMING WITH 1/4" DIAMETER SCREWS INSTALLED THROUGHPRE-PUNCHED HOLES IN PANEL EDGES REQUIRED WHEN INSTALLING AFILLER GREATER THAN 1-1/2" ABOVE TO BRACE OUT-OF-PLANE HINGE ORWHEN SPECIFIED BY THE DESIGN PROFESSIONAL.4.PRE-DRILL 3/16" DIA. HOLES, EVENLY SPACED IN FACE OF PANEL NO LESSTHAN 2-1/4" OC AND INSTALL 1/4" DIA. WOOD SCREWS INTO 2x (MIN.) WOOD"LEDGER" IN PANEL CAVITY.5.CONNECTOR AND ATTACHMENT BY BUILDING DESIGN PROFESSIONAL.453121.CAVITY ORIENTED FOR CONNECTION ACCESS.2.NUTS AND WASHERS PER TABLE NOTE 1.3.NOMINAL 8 INCH FRAMING ABOVE (MIN).4.A 2x FILLER WITH 1/4" x 4-1/2" MINIMUM WS SCREWS IS PERMITTED.5.FIELD INSTALLED WOOD BACKING AS NEEDED.SECTION A51432 9" Width = 512" Width = 615" Width = 818" Width = 1021" Width = 1224" Width = 14311.1/4" x 3" (MINIMUM) WS SCREWS, QUANTITY PER TABLES2.1/4" x 4-1/2" (MINIMUM) WS SCREWS, QUANTITY PER TABLES3.2x WOOD FILLER.2HFX-12,15,18,21 & 24x8HFX21-1-2018®TMTM® ALLOWABLE VALUES ON 2x PLATE ARE LESS THAN INSTALLATION ON CONCRETE ALLOWABLE VALUES ON N&W ARE LESS THAN INSTALLATION ON CONCRETENOTE:TO PREVENT DRILLING ADDITIONAL HOLES ORIENT THE PANEL CAVITYTOWARD THE FIXTURE BEING INSTALLED.TRIMMERS PERDESIGN PROFESSIONALOPTIONALSOFFIT31B21A4FILLER GREATER THAN 1-1/2 IN.63BACK TO BACK INSTALLATION81125710149ABCDRAISED FLOOR HEAD-OUTINSTALLATION ON 2x PLATESTEEL BEAM ABOVE THRU-BOLTTOP PLATE CONNECTIONSINSTALLATION ON CONCRETEINSTALLATION ON NUTS & WASHERS6x HEADER ABOVE-SECTIONSTOP CONNECTION TO HEADERINSTALLATION ON CURBHFX PANELS 78 IN. THROUGH NOMINAL 13 FEETBALLOON PANELS 14 FEET THROUGH 20 FEET5a5bBA®341.STEEL BEAM PER PLANS2.ALL THREAD RODS THRU-BOLTED TO STEEL BEAM BY BUILDINGDESIGN PROFESSIONAL.3.NUTS AND WASHERS PER TABLE NOTE 1.4. HARDY FRAME STACKING WASHERS (HFSW( REQUIRED TO BEWELDED INSIDE TOP CHANNEL OF LOWER PANEL.5. HARDY FRAME "STK" PANEL WITH STACKING WASHERS WELDEDINSIDE THE TOP CHANNEL BY MANUFACTURER.125®® RAKE WALL INSTALLATION